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Home My WebLink AboutSTEEL STRUCTURES 5-8-18TABLE 1 BOW/RAFTER.FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING WAIN SPECIFICATIONS BY RISK CATEGORY WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM RAFTERBOW AVERAGI;F"1 ER P CATEGORY (MPH) (MPH) AND END POST SPACING ON -CENTERS ALONG RAFTERS OR (FEET) PURLINS, AND POSTS OR GIRTS (INCHES) INTERIOR END BOWSIRAFTERS BOWS/RAFTERS 1 B 180 139 4.0 6 6 NOTES: 1. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE BOW FRAMES. 2. FASTENTERS CONSIST OF 1/4"-14X1' SELF-DRILUNG SCREWS WTH CONTROL SEAL WASHER. 3. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14'(3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 4. GROUND ANCHOR REQUIREMENTS ARE 1 @ EACH CORNER AND ONE EVERY OTHER INTERIOR BOW/RAFTER POST LOCATION, AT MAXIMUM OF 10' O.C., AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. 5. GROUND ANCHORS ARE NOT REQUIRED VdTH CONCRETE SLAB CONSTRUCTION. 611 9' X 8' 9' 24' 1 FRONT ELEVATION JVVV VVVI\ VVl1LL. -1 I V WVl "L- 30' LEFT AND RIGHT ELEVATION SCALE: NOT TO SCALE A �— 5' n1 v sl 9' 24' REAR ELEVATION SCALE: NOT TO SCALE 3 2 3 2 1O 2 z 2 3 2 3 WINDOW AND DOOR NOTE EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION. ANSI/AAMAINW WDA 1011IS 2197 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED. (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS 20D6 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 10, i GENERAL NOTES: 1. ALL STEEL SHALL BE 50 KSI STEEL 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 114" X 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" t� O.C. AVERAGE 3. ALL FIELD CONNECTIONS SHALL BE 1W X 3W SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. 5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR TITE MODEL AT 1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVELENT. GROUND ANCHOR REQUIREMENTS ARE 1@ EACH CORNER & ONE EVERY OTHER INTERIOR RAFTER POST LOCATION. AT A MAXIMUM 10'-0" O.C., AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED _ FOR CONCRETE FOOTING ANDIOR CONCRETE SLAB CONSTRUCTION. 6. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 3ARHWLAI N8 AND ALL PROPOSED V ORK ARE SUBJECT TO A14Y CORRCCTI01`4S REQUIRED BY FIELD INSPECTORS Tk T KAY RE NIOESSARY IN ORDER TO COMPLY WIT, �:Li�P6j�p M GODESS. PRODUCT APPROVAL: 1 ROOF PANEL FL14026-R4 2 WALL PANEL FL14024-R3 3 (1) 3068 DOOR FL17996 4 (2) V X 8' ROLL -UP DOORS FL12765.8 NOTE: PRODUCT APPROVAL CODES PROVIDED BY OTHERS WIND PRESSURES ZONE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 1 15 -30 2 16 A6 3 21 -86 4 29 -32 5 32 -42 Engineer: Kent Bice FL License #: 50421 COA# 30468 dgo5wos'Sa ST. L.LiCTE PrYFF- � ED- FOR C01 561+ V' I1r'� .1 Ay - DATE �! S • PLANS AMID P EfiL&.UT KILTS ► BE KEPT O ' .,TOE O�' I CO L��:'IrCTIO,�T WTl.g, E row,,, #—IIl 1t r , clFii� OW G7 U LJ� F.. J W uj J M d CD D m� mz 03 _ hag' III 6? 0 I 0 W Lid O V UJ _J D U-a � 7+ I z ¢ Vi m=� a a W - 6 z 1 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1/4• X 1• SDFS WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 `- 2V 16 GA. U-CHANNEL BRACE FASTENED TO EACH BOW FRAME WITH 1/4• X 314' SOPS SIDE EXTENSION S 1 MONOLITHIC SLAB FOUNDATION 7 CONTINUOUS CONCRETE SLAB FINISH GRADE OR (OPEN CARPORTS ONLY) TOP OF CONCRETE 30' MAX BOW SPAN -4- ANCHOR NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE TYPICAL BOW SECTION DETAIL I OR 2 SHEET 3) NOT TO SCALE 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1/4^ X 3W SOPS WITH CONTROL SEAL WASHER (SEE TABLE_ I FOR FASTENER SPACING) 12 2 `6•WELD BOTH SIDES r@5 SIDE EXTENSION WELD ALL WEB 6• CONNECTIONS ALL SIDES MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB FINISH GRADE OR (OPEN CARPORTS ONLY) TOP OF CONCRETE 30' MAX BOW SPAN OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACINr, OF ROWS - SUTABIEI SIIEETI OPTIONAL 26 GA. R-PANEL SIDE OR END PANELS SEETABIEI SHEETI SEETASIEI SHEETI 29 GA R-PANEL ROOFING SEE TAB{E1 9NEEf1 AMCM14NOTREO R M NIRIGOH MSLAB CETAILI C R�SHE 3) GROUND ANCHORS@ AEND BOW POST AND OTHER INTERIOR SOW POST LOCATION SIDE ELEVATION (SEE DETAIL 3 SHEET 3). NOT TO SCALE MAX I _ MAX _ MM_1 MAX 1BALL MAX MAX SEETABLEI SHEET — �J , TS HEADER 29 GA GALVANIZED METAL SIDE PANELS. "SECURE WALL PANELS TO RAFTEFT/BOW AND END POST WITH 114' X 314' SDFS W/CONTROL SEALWASHER jOPENING FOR ROLL -UP OR SWING (SEE TABLE 1 FOR FASTENER SPACING) ,POOR WITH NONSTRUCTURAL HEADER 9 IMUM CLEAR SPAN=17 ENDWALLTSPOST TRUSSED BOW SECTION ANCHOR NOT REOUIRED - WITH CONCRETE - NOT TO SCALE 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1W X 314• SDFS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) SLAB CONSTRUCTION (SEE DETAIL 1 OR 2 SHEET 3) 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH IW X 3M SOPS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 3 ONOU C SLAB FOUNDATION 4 3 MONOLITHIC SLAB FOUNDATION 2 O ' AUOUS CONERE-TE SLAB / 2 CONTINUOUS CONCRETE SLAB EN CARPORTS ONLY) 3 (OPEN CARPORTS ONLY) 4 -141 MAX SPAN 30'-0" MAX BOW SPAN I 4 ti ' AtK>bRNOTREdIIED 3 COONSTRORO/L(SEE IXTA IM2SHMT3) TYPICAL SIDE EXTENSION SECTION NOT TO SCALE slrx3r YGDBLr HEIDtWRR1 WCFEACHS=WTHExTEHSW MEME 3.S1EET3) END WALL OPENING NOT TO SCALE GROUND POST @ END POST LOCATIONS (SEE SHEET 3) ANCHOR NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL I OR 2 SHEET3) NOTE- 12,14.15 GA. FRAMING IS 2^ X 3" TUBE STEEL ITS) 12,14.15 GA. FRAMING IS 2-1/2" X 2-1/2' TUBE STEEL (rS) a^xz1 ^ 3 _ 12,14,15GA.FRAMINGIS2-1/ /4 TUBE STEEL(TS) NIPPLES ARE 2-11C X 2-1W 12,14.15 GA. (TS) FOR 14 GAL FRAMING NIPPLES ARE 2' X 2' 12,14.15 GA (TS) FOR 12 GA. FRAMING. NIPPLES ARE I-W r X 2-TV 12.14.15 GA. %" (TS) FOR 15 GA. FRAMING l MONOLITHIC SLAB FOUNDATION 8 1 MONOLITHIC SLAB FOUNDATION 7 / 3 ( ONTINUOUS CONCNLY) SLAB (OPEN CARPORTS ONLY) CONCRETE SLAB 3 ONLY) (OPEN CARPORTS (OPEN 14' MAX SPAN ft caN BW w° O TRI=M(SEE O UMIM2SHEET3) TYPICAL FREESTANDING LEAN-TO NOT TO SCALE r Q OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOW5 llum EFMAANCHOR �� WITH CONCRETE SLAB =DETAn35HEEi2/ CONSTRUCTION (SEE ---- ---- _-- - DETAIL10R2SHEET3) NOT TO SCALE 4 5!4r S-0• W-Cr S-0• Tf 5-0• 5'4r MAX MAX MAX MAX MAX MAX MAX SEE TABLE - _ SHEET 1 ETAL ROOF P� S END WALL SECTION NOT TO SCALE A. OR 26 CA METAL PANELS TAB LEE 1 MAX MAX MAX MAX MAX GABLED OPEN END WALL SECTION NOT TO SCALE 29 GA. GALVANIZED METAL SIDE PANELS ENOWALL TS POST �— GROUND ANCHORS @ EACH END BOW POST AND EVERY OTHER END POST LOCATION (SEE DETAIL 4 ON SHEET 3) ANCHOR NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL i OR 2SHEET3) Engineer: Kent Bice a FL License #: 50421 COA# 30468 00 r ~ C6to j W a 0 9+ ai <= LU In v 05/08/18 sEEr 2 -F 6 INSTALL 10 X 8' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6.OF EACH BOW ALONG SIDES OR INSIDE EVERY OTHER END WALLS POSTALONG END WALLSECTIONS 16" MONOLITHIC CON FOOTING NOTE (3000 PSI MIN) 8 X 8 X$10 W.W. MESH REINF. OR REINFORCED VNTH2869 B MIL PLASTIC MEMBRANE CONTINUOUS WELL COMPACTED EARTH FILL 85%PROCTOR CONCRETE BASE RAIL ANCHORAGE 1 / SCALE: NTS (OPTIONAL) INSTALL 12" X MIN. 5" EXPANSION ANCHORS THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POST ALONG SIDES �j I INIMUM CONTINUOUS 4" CONCRETE PAVEMENT r.' CONCRETE BASE RAIL ANCHORAGE SCALE: NTS (OPTIONAL - OPEN CARPORT ONLY) DRILL 51W HOLE THROUGH THE BASE 1r LONG TS 14 GA RAIL&SECURE SECURE POST ANCHOR W/ 12" 01 DIA. NIPPLE. TD NIPNIPPLE Wmt THROUGH BOLT (4) lie X 314' SDFS 2" WASHERS TS CONT. BASE RAIL TOP OF ASPHAULT PAVEMENT OR STAB GROUND SURF TE EYE ANCHOR 5/8' ROD 30" LONG .,,-'WITH DBL 3" HELD( BASE RAIL ANCHORAGE t - SCALE: NTS t 2.10 FOR 18 GA U-CHANNEL BRACE 14 GA FRAMING FASTENED TO THE POSTAND RAFTER, POSITIONED Q 45• W/ 2-1/4' X 1' SDF._ EACH END (4 PER BRACE) BRACE SECTION SCALE:NTS 24' 16 GA U-CHANNEL BRACE (S TO T POST) 46. 16 GA U-CHANNEL BRACE (8 TO IC POST) NOTE BRACE NOT REQUIRED IF END ENCLOSED NIPPLE M\ 3H6 RAFTER 3118 TS RAFTER POST TS RAPIER 6' LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 41/4" X 1 3W SDF& BOX EAVE RAFTER/CORNER POST DETAIL _ J SCALE: NTS NIPPLETO 3I76 STEEL PLATE, W18 1?XMIK51 - FRICTION ANCHOR ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL SCALE: NTS NIPPLETO 3/16 TS BOX EAVE RAFTER BASE RAIL W16 SECURE WTH (4) IW X 1' i Son(EACH END) - TS EXTENSION RAFTER `24' 16GA. U-CHANNEL BRACE IF TO T RAFTER POST) 48' 16 GA U-CRANNEL BRACE (8' TO 14' POST) - - _ OR NOTE: BRACE NOT REQUIRED IF END 48'16 GA U-CHANNEL BRACE - ENCLOSED (8' TO 14' RAFTER POST) TS IR MINIMUM 8" TANG 12 GA NIPPLE SECURE W14114" X 314" SOPS SIDE EXTENSION RAFTER/ j CORNER POST DETAIL SCALE: NTS 1-12" 18 GA. FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4" X 3/4" SDFS SPACED NOT MORE THAN 48" O.C. (1}(2}(1}(2) �\ #14 X 3/4t fastener pattern @all 26 GA. METAL supports �R 1 ROOF PANEL _TS RAFTER ROOF PANEL ATTACHMENT ALTERNATE FOR VERTICAL ROOF PANELS SCALE:NTS (2)•(2)-(2)-(2){2) #14 X 3/4' fastener pattern @ all edge supports SyF� �_— IAZT' X 1-12" X 2" 16 GA - CLIP ANGLE SECURE TO BOW RAFTER AND GABLE RAIL W/41/4" X 3/4" SDFS 2 ON TOP, 2 ON BOTTOM TS GABLE RAIL 1-12" X 1-12" X 2" 16 GA. CLIP ANGLE SECURE TO BOW Tr Dow POST POST AND GABLE RAIL W/4 114" X 1"SOPS. 2 ON TOP, 2 ON SIDE GABLE RAIL TO RAFTER POST 6 CONNECTION DETAIL SCALE:NTS l� 26 ga. Panel metal deck r LONG TS 12 GA. NIPPLE SECURE WITH 4 114'X 3W SDF' L TS BOWIRAFTER POST ff X 21? X 1/4' GALV. STE0. PLATE MIN. 210 EMBEDMENT MONOLITHIC CONCRETE FOOTING V! Wy w U D ^^ vJ J LU W J Q D v/ D / Engineer: Kent Bice FL License #: 50421 e? COM 30468 00 a / T 0 � �I O 15 bl 15OF125-43 hat channel U �l / PANEL DETAIL / I °z ¢ 4? SCALE: N.T.S. �� 0 L z LL = 'a C0NITRA6TuR COPY ' 05/08/18 3 - 6 Z 3116 NIPPLE TO 3/16 BASE RAIL MINIMUM 6" LONG MINIMUM 14 GA TS NIPPLE SECURE EACH WITH (4)1/4" X 314" SELFDRILUNG TENERS TS POST Y� RAFTER POST/DBL. HEADER DETAIL SCALE: NTS �7 X 7 X 1B GA ANGLE CUP SECURETO POSTAND RAFTER WITH 114" X 3W BOSS \ 20NTOPAND20N SIDE TS END POST 5 END POST/RAFTER CONN. DETAIL SCALE: NTS VCX, tWWF RIrl mGA SECTION THROUGH ROLL UP DOOR HEADER SCALE: NTS CURTAIN 24 GA PBRWITH BAKED ON EPDXY PRIMER 6 POLYESTER TOP COAT. NIPPLE' DBL HDI TS BOW RAFTER 6" LONG TS 12 GA NIPPLE SECURE WITH 41/4"X31W'SDFS DOUBLE TS HEADER NIPPL BASE 12 GA NIPPLE TH 4,1M X 3W SDFa POST US BASE RAIL TS TRUSSED RAFTER CHORD OR NONSTRUCTURAL HEADE TS END POST OR DOOR/ WINDOW FRAME POST. TS BASEI INDOWS RAILOR NONSTRUCTURAL HEADER TS TRUSSED RAFTER CHORD. OR NONSTRUCTRAL HEADER 2'X 2'X 716 GA ANGLE CUP — SECURE TO POST SID E) DE) AND RAFTER CHORDIRAIL WITH 114' X 314" SDFS 2 ON BOTTOM AND 2 ON SIDE NOTE AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING, RAFTER POST/BASE RAFTER POSTBASE POST TO RAIL, TRUSS CHORD, OR �SBASE CA ER RAIL CONNECTION DETAIL •3 SCAE: RAIL CONNECTION DETAIL 4 SCAE: NRSCTURAL HEADER CONN. DETAIL 24 GA P9i METAL SM PX&L EtWEGeGNf 6 END POST/BASE RAIL CONN. SCALE: NTS Ld TS POST ► NONSTRUCTURAL 1 HEADER —��— �_ II SWNGM DOOR II OII � A II � I I, vrxr,eGXaP .SECURE TO RIFTERPOST l RIULWg4),N'XWG PS TS POST 2' 2' le ANGLE -- — S URET POSTANDTOPOF 3I16 OMOFNAN1fOW NIPPLE TO GIRT 1l4" X 314;SDFS BASE RAIL 3118 6" LONG TS 12 GA NIPPLE SECURE WITH 4 V4 X3W SDF,a TS RAFTER POST TS NONSTRUCTURAL HEADER kO 1 TS WINDOW RAIL(OR GIRTF OR VERT. SIDING OPTION) NONSTRUCTURAL HEADER, WINDOW F3AIL, OR GIRT TO POST CONN. DETAIL 7.% SCALE. NTS TUBING OPTIONS: 2X3 .E OR SIN OPTIONS 3AUGE SM INTERIOR SIDE %�. POSTBASE RAIL CONN. DETAIL SCALE: NTS Ira" X 314" SDF Q 12 D.C. EXTERIOR SIDE TNUOUS BASE RAIL Engineer: Kent Bice FL License #: 50421 e COM 30468 Do it o U $ 6i Q/ W o u.. LUN N z" a 6 z m =e LLEo- A SECTION � a SCALE: ONTRA TOA COP 05/08/18 4 6 z TS BOX EAVE RAFTER 2'XTXTIBGAANGLECUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDMAL WITH 1/4" X 314" SOPS 2ON BOTTOM AND 2 ON SIDE. `\TS GABLE RAIL T X 2" XT 16 GA ANGLE CLIP �- SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAILVNTH 1/4' X 314" SOPS 2ON NIPPLE TO 3118 BOTTOMAND20NSIDE RAFTER 3/16 BOX EAVE RAFTER GABLE RAIL TO 5 RAFTER POST CONNECTION DETAIL �J SCALE: NTS 3•-1715's � SEE N6TES SHEET 1 FOR s TS BOX EAVE RAFTER NIPPLE TO ins ,SPACING �i RAFTER 3N / H8 PANEL" POINT w 6" i i i 'IS GA U-CHANNEL BRACE TS RAFTER POST ATTACHTOFIST PANEEL L ON RAFTER TYPICAL BOX EAVE RAFTER POST AND FIRST PANEL TI ON FOR EAVE. RAFTER (SEE BRACE BECKON FOR END ATTACHMENT) GABLE END FRAMING SECTION 'PANEL POINT SECUREWTH (6)114•X r. NOT TO SCALE SDF (EACH END) MINIMUMS' LONG 14 GA TS NIPPLE TS CHORD SECURE W141/4" X T SOPS MR) BOX EAVE RAFTER/CORN 3 •/ POST CONNECTION DE AL 29 GA. GALVANIZED METAL ROOF PANELS 3 2 FASTENDED TO RAFTERBOW FRAME WITH SCALE: NTS 1/4' X 3/4" SDFS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 0 ' LONG TS 14 GA TS NIPPLE SECURE WRH (6)1/4' X314' SOP. I—T TS RAFTER POST 3 I I _ _ ( 3 OPTIONAL SLOPES: 1:12 2:12 3:12 O I , TSCONTINUOUS BASE RAIL NIPPLETO BASE RAIL 3,76 RAFTER POST/BASE -' 3 BASE RAIL CONNECTION DETAIL SCALE: NTS 3a71e s NIPPLE TO 3118 TS BOX SAVE RAFTER RAFTER — I o _ POINT — MINIMUM P— — 6" MINIMUM 6' LONG 14 GA TS NIPPLE SECURE W/41/4'X 1.SDPSOYP.) TS RAFTER POST 16 GA U-CH/WNEL BRACE ATTACH TO FIRST PANEL POINTON RAFTER POST AND FIRST PANEL PONT ON FAME RAFTER (SEE BRACE SECTION FOR END PANEL ATTACHMENT) • ` a POINT SECURE WTH (6)1/4" X 3'4 SDF (EACH END) TscHORD BOX EAVE RAFTERICORNER 4 POST CONNECTION DETAAL SCALE:NTS i 2W MAX SPAN 5/6' X 30' WITH DBL 4'HELIX WITHIN W OF EACH BOW WITH,EXTENSIONS (SEE DETAIL 4SHEET 3) NOT TO SCALE 10MLk � ii• 9i ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2 SHEET 3) SINGLE LEG / 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 114" X 1" SOPS WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 3 14 GA TS TRUSS FINISH GRADE OR TOP OF CONCRETE 32• MAX TYPICAL RAFTER/POST END FRAME SECTION —NOT-TO SCALE - - - - 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WRH IM X I' SOPS WTH CONTROL SEAL WASHER. (SEE TABLE I FOR FASTENER SPACING) 12 � 3 14 GA TS TRUSS Npi 111 FINISH GRADE OR' # TOP OF CONCRETE 2B•-W MAX TYPICAL RAFTER/POST END FRAME SECTION %NOT TO SCALE 1. O NI i ' A5. M r COP I i W 0 12" Engineer: Kent Bice FL License #: 50421 COA# 30468 00 it O O Tin � Lo aVE M y/ W Z v V C7 _ z mQ dS LL a � u_ 05/08/18 5 6 Z N 4" CONC. SLAB 6 X 6 #10 W.W. MESH REINF. - FIBERMESH OPTIONAL 6 MIL PLASTIC MEMBRANE WELL COMPACTED EARTH FILL 95% PROCTOR TREAT SOIL FOR TERMITES 30'-T' — — — — — I I I I ---------------� I3I.5' 4' PAD o $ - 1z' 15' MONOLITHIC CON FOOTING NOTE: mm PSI MR) 0 X 6 X#10 W.W. MESH REINF. OR REINFORCED WITH 2 9514 O MIL PLASTIC MEMBRANE CONTINUOUS WELL COMPACTED EARTH FILL 95%PROCTOR MONOLITHIC FOOTER (TYP.) L SCALENNTS CONCRETE: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PREMANENTLY IN CONTACT WITH EARCH OR EXPOSED TO THE EARTH OR WEATHER AND 1 1/2" ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4" FOR FINE GROUT OR 1/2" FOR COURSE GROUT —BETWEEN-REINFORCING-BARS AND ANY -FACE OF A -CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2" FOR MASONRY UNITS NOT EXPOSED TO EARCH OR WEATHER. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE IN STAINLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN 6-BAR DIAMETERS AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE NOT MORE THAN V OF THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL BAR LENGTH. Engineer: Kent Bice FL License #: 50421 COA# 30468 W 1 t .1 � w e : r 191 05/08/18 NW x f U W L'^u VJ J a D a. i CD m cm W LL; a=a i LL__ W �. O a E LLi ; Z