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HomeMy WebLinkAboutPROJECT INFORMATIONTABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS By s uflecowty RISK CATEGORY WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM RAFTERIBOW ;WERAGE FASTENER SPACING CATEGORY (MPH) (MPH) AND END POST SPACING ON -CENTERS ALONG RAFTERS OR (FEET) PURLINS, AND POSTS OR GIRTS (INCHES) INTERIOR END BOWS/RAFTERS BOWSIRAFTERS I 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 -DRILLING SCREWS WITH 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 WITH CONCRETE SLAB CONSTRUCTION. v v v v v v v v v v v v v v v v v v v v v v v v v v v v v 9'X8' 1 ROLL -UP DOOR 13' F[f � � i�� A' # 3' 1' 13' 11' 9' 10' 24' 1' FRONT ELEVATION 3068 DOOR SCALE: NOT TO SCAL Ad 5' 9' 10, Ad 24' REAR, ELEVATION SCALE: NOT TO GALE. Q�©'0 0 0 WINDOW AND DOOR NOTE I EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TES'nNG 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. ANSVAAMAINWWDA 10111S2197 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 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 13' CONCFALED FASTENERS OR ATTACHMENTS GENERAL NOTES: ARE THE RESPONSIBILITY OF THE 1. ALL STEEL SHALL BE 5D K$I STEEL. CONTRACTOR OF RECORD 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" X 3M' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 3. ALL FIELD CONNECTIONS SHALL BE 114" X 3/4" SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS $HALL BE WELDED. �. 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 1 WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED 1 FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPTFQR END WALLS. PRODUCTAPPROVAL: 1 ROOF PANEL FL14026-R4 2 WALL PANEL FL14024R3 3 (1) 3068 DOOR FL17996 4 (2) T X 8' ROLL -UP DOORS FL12765.8 NOTE; PRODUCT APPROVAL CODES PROVIDED BY OTHERS WIND PRESSURES ZONE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 1 1@ -30 2 1Q -46 3 21 -86 4 29 1 -32 5 32 1 -42 3'-0" (TYP) l4t�s os_s ST. WCiE COUNTY Engineer: Kent Bice FL License #: 50421 BUILDING DIVISI REVIEWE i COA# 30468 FOR COMP ANCE REVIE ED SY DATE "ift 114 No. Date Description 30' — RIGHT ELEVATION (LEFT ELEVATION OPEN) 1 11/14l18 Updated Build SCAE: OT;OS AE M ST BE KEPT ON­J�B OR r NO SPEC T 10N WILL SE BflADE T�'1EaE S AND PIL P;iOPOSED WO-�i By O OTTOANYCt�i REOotlR RJD140 BYREAD.INSPEC WAS THAT _ EWARY14oRDER m 01/28/19 00 0 (O O >r w 0 O W U_L s z W i UI 2 o Z m = LD ;? 0. �i 1 - 6 Z 26 GA. GALVANIZED METAL ROOF FASTENED TO BOW FRAME WITH WITH CONTROL SEAL WASHER (S BLE 1 FOR FASTENER SP/ 12 3 SIDE EXTENSION MONOLITDATION CO OU9). FINISH GRADE OR TOP OF CONCRETE (OPEN 30' MAX BOW SPAN TYPICAL BOW SECTION NOT TO SCALE ANCHOR 140T REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE C DETAIL 1 OR 2 SHEET 3)1 OVERALL LENGTH VARIES L DEPENDS ON NUMBER AND SPACING OF BOWS SEETASLLI a=, OPTIONAL 26 GA R-PANEL SIDE OR END PANELS SEETABIEI 5!@ET1 am TAB I SNEETI 29 GA R-PANEL ROOFING SEETAE I BHEETI ANCHONN F✓FfJ.I YA1H CdaCRETE Sub OFiSTRUCIION(So MALI OR2MIUT3) 77T- GROUND ANCHORS 6 EACH END BOW POST AND EVERY OTHER SIDE ELEVATION INTERIOR DIETAIL03 BOWPOSou NOT TO SCALE 28 GA GALVANIZED METAL ROOF P ELS FASTENED TO BOW FRAME WIT /4"X314'SOPS WITH CONTROL SEAL WASH (SEE TABLE 1 FOR FA R SPACING) 2 MAX MAX MAX MAX 2 4 4 5 WELD BOTH SIDES SIDE EXTENSION WELD S 8• CON CTIONS A IDES x w OPENIIJG FOR -UP OR SWING OOR WITH -STRUCTURAL HEAC - q IMUM BPAN=IZ FINISH GRADE OR TOP OF CONCRETE 30' MAX BOW SPAN TRUSSED BOW SECTION NOT TO SCALE 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 114" X 314' SOPS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) J`' ONOL C 6lAB FOUND ION 8 31 MONO:CONCRETE C SLAB FOUNT �O OUS C RETIE SLAB 2 CONTIUS EN CARP SONLY) 3 (OPEN CARPORT90NLY) 14' MAX SPAN 30'-0" MAX BOW SPAN ANCMRNDTIEQUM CONSTRWIION(SEE MMIM2SHEET3) TYPICAL SIDE EXTENSION SECTION / NOT TO SCALE 5'-0" N SEE TABLE SHEET 1 TS HEADER 29 GA GALVANIZED METAL SIOE SECURE WALL PANELS TO RAFTI END POSTNfl'(H 114" X 314' SDPS SEALWASHER (SEE TABLE 1 FOR FASTENER SF ENDWALL TSPOST GROUND POST END POST LOCATIONS� END WALL OPENING (SEE SHEET 3i ANCHORtNREQU' ANCHOR NOT REQUIRED WITHWITH CONCRETE SLABCONSTR(NOT TO SCALE CONSTRUCTION. (SEE DETAIL1EET 3 DETAIL 1 OR 2 SHEET 3) 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 114- X 314- SOPS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) NOTE: 12,14,15 GA. FRAMING IS 2" X 3" TUBE STEEL (rS) 12.14,15 GA. FRAMING IS 2-112" X 2-12" TUBE STEEL (TS) 12,14,16 GA. FRAMING IS 2-1/4" X 2-1/4" TUBE STEEL US) 3 NIPPLES ARE 2-1/4' X 2-1/4" 12,14,15 GA US) FOR 14 GA. FRAMING NIPPLES ARE 2" X 2" 12,14.15 GA. (TS) FOR 12 GA FRAMI NIPPLES ARE I-W4' X 2-3/4" 12,14,15 GA (TS) FOR 15 GA FRAMING MONOLITHIC SLAB FOUNDATION 8 1 MONOLITHIC SLAB FOUNDATION 4 3 CONTINUOUS CONCRETESLAB 2 CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ONLY) 14' MAX SPAN ANCHDRNDi REq M YAMODNCRETE STAB CONSTR%1 CNISM DETAILIOR2SHfT3) TYPICAL FREESTANDING LEAN-TO NOT TO SCALE 6-(r I 5,4r I 514P YO6.T RW 6 D9L� IE3R rri i n wn,.nc � c ErEANCJA3N CONSTRUCTION (SEE (SEE DETAIL3,SHMO) DETAIL 1 OR 2 SHEET 3) SIDE OPENINGS NO O LE ILEI 29 GA GALVANIZED METAL ROOF PANELS IS GA. GALVANIZED METAL SIDE PANELS :NDWALL TS POST MUND ANCHORS 0 EACH END IW POST AND EVE OTHER ID POST LOCATION =E DETAIL4 ON SHEET 3) ANCHOR NOT REQUIRED NOT TO SCALE WITH CONCRETE SLAB < CONSTRUCTION. (SEE DETAIL 1 OR 2 SHEET 3) S OR C GALVANIZED METAL S-b' S11" R F PANELS MAX MAX SEE TABLE Illy I SHEET 1 GABLED OPEN END WALL SECTION NOT TO SCALE tngineer: Kent Mice g FL License-#: 50421 QI COA# 30468 ao T F W O O. j € � W LPL; al 6 2 �I 0 z - m=11 °. NO. Date Description By Chk 2 12/18/18 Updated Building PJD KMB �%I'11141 �:y:i� • 'ANSION SASERAIL IOW ALONG :RY OTHER ONG END 16" MONOLITHIC CON . FOOTING NOTE (3000 PSI MIN.) 6X6 X 010 W.W. MESH REINF. OR REINFORCED WITH 2A66 6 MIL PLASTIC MEMBRANE CONTINUOUS WELL COMPACTED EARTH FILL 85%PROCTOR CONCRETE BASE RAIL ANCHORAGE SCALE: NTS (OPTIONAL) INSTALL 12" X MtN. 5" EXPANSION ANCHORS THROUGH BASE RAIL WITHIN 6" OF EACH RAFTERBOW POST ALONG SIDES INIMUM CONTINUOUS 4" CONCRETE PAVEMENT 2 CONCRETE BASE RAIL ANCHORAGE SCALE: NTS (OPTIONAL - OPEN CARPORT ONLY) DRILL 5/8" HOLE THROUGH THE BASE Ir LONG TS 14 GA RAIL & SECURE TO NIPPLE. SECURE POST ANCHOR W/ 12" DIA TO NIPPLE WITH THROUGH BOLT O� zz (4)1/4' X 34 SDFS 2" WASHERS - it ' 7S CONT. BASE RAIL TOP OFASPHAULT PAVEMENT OR STA GROUND SURF,W,E O EY NCHOR —� ROD30"LONG WITH DBL W HELIX 4 BASE RAIL ANCHORAGE SCALE: NTS I 2-1R' FI r `18 GA LIBE 14 GA FRAMING FASTENEDED ATO THETHE BRACE AND RAFTER. POSITIONED Q 45- W12.1W X 1" SDF'e AT EACH END (4 PER BRACE) BRACE SECTION SCALE: NTS c NIPPLETL BASE RAIL 3716 d-- TS BOX EAVE RAFTER Z, 2r 18 GA U-CHANNEL BRACE (5• TO T POST) Ar 18 GA U-CHANNEL BRACE (W TO 14' POST) NOTE BRACE NOT REQUIRED IF END ENCLOSED NIPPLETO 3/18 RAFTER 3116 Ts RAFTER POST TS RAFTER S' LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WTH 41W X 1 3/4' SDF9. BOX EAVE RAFTER/CORNER �POST DETAIL o SCALE: NTS SECURE MATH (4) LW' X 1" SDPS (EACH END) ¢4" 16 GA U-CHANNEL BRACE 45' TO T RAFTER POST) ,OR AW 16 GA U-CHANNEL BRACE 48' TO 14• RAFTER POST) MINIMUM S' LONG 12 GA NIPPLE SECURE W141/4' X 314" SDPS / SIDE EXTENSION RAFTER/ D:"\ G'ORNER POST DETAIL SCALE: NTS �- 4-12" 1 B GA. FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4" X 3K' SDFS SPACED NOT MORE THAN 48" O.C. 26 GA. METAL ROOF PANEL — TS RAFTER ROOF PANEL ATTACHMENT ALTERNATE FOR VERTICAL ROOF PANELS SCALIE:NTS (1)-(2)-(1)-(2) #14 X Y4" fastener pattern @ all supports (2y(2)-(2X2)-(2) #14 x Y4" fastener pattem @ all edge supports 48" 16 GA U-CHANNEL BRACE (V TO 14' POST) NOTE ERACE NOT REQUIRED IF END ENCLOSED �3b, syF� 6' LONG TS 12 GA NIPPLE SECURE NTH 4114' X 3W SDF & NIPPLE 3116 �TS BOWAtAFTER POST STEEL PLATE 3/18 la X MIN. 61 FRICTIONANCHOR ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL SCALE: NTS —1-12" X 1-12" X 2" 16 GA. CUP 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. Ts BOW POST CLIP ANGLE SECURE TO BOW POST AND GABLE RAIL W/4 1/4" X 1" SDFS. 2 ON TOP, 2 ON SIDE GABLE RAIL TO RAFTER POST 6 CONNECTION DETAIL SCALE: NTS 26 ga. Panel metal deck 15017125413 hat Channel PANEL DETAIL SCALE: N.T.S. 9'X2 ELPLAT'eS 4'GALV. STELATE MONOLITHIC CONCRETE FOOTING Engineer: Kent Bice FL License #: 50421 COM 30468 t —2- ---(9 D w U D /w VJ J w W F- J Q D v! D e 00 � you r ~ P 8 O � O � to O ¢ Ill U- Z o Z w N, U :3 iV.. m= a LLI W F— Ij 3 6 0 Z mu TS -E TO RAIL TS BOW RAFTER 6" LONG TS 12 GA- NIPPLE SECURE WITH 4 14'X 3/4" SDFS 16" LONG MINIMUM NIPPLETO f1O i NIPPLE SECURE EACH DBL HDR. 3NB DOUBLE TS HEADER 14. X 3/4" SELF -DRILLING :RS RAFTER POSTIBASE BASE RAIL CONNECTION DETAIL RAFTER POST/DBL. HEADER DETAIL 2 AT OPENING ON BACK WALL SCALE: NTS SCALE: NTS 2' X 2' X 1B GA ANGLE CUP — SECURE TO POST AND RAFTER WITH 1/4' X3/4" SDS'S 2 ON TOP AND 2ON SIDE TS END POST 5 END POST/RAFTER CONN. DETAIL SCALE: NTS yr x 1 vrmP ®lao.c. fi w21/l CURTNN leak SECTION THROUGH ROLL UP DOOR HEADER CURTAIN 24 GA. PSR WITH BAKED ON EPDXY SCALE: NTS PRIMER 6 POLYESTER TOP COAT. 24 ak PER METAL SIDE PANEL EMBEDMENT END POST/BASE RAIL CONN. 6 SCALE:NTS TS POST NJ t I� NTTN CTRIIf :T11RAl NIPPLETO BASE RAIL 11f X7/6ak Q1P SECIRtE TO RPFIEIPOSI' ME RAIL W1(4) IWX3'r� 0 RAFTER POSTIBASE BASE RAIL CONNECTION DETAIL SCALE:NTS TS POST S' LONG TS 12 GA F�IIPPLE SECURE WITH 4114"X 3/4-SDFa TS CONTINUOUS BASE RAIL 1/4' X HEADER 7�T DOW RAIL (OR GIRTF OR VERT. SIDING OPTION) NOL45TRUCTURAL HEADER, WINDOW 7 RPi , OR GIRT TO POST _CONN. DETAIL SCALE: NTS TUBING OPTIONS: 2X3 .E OR SIN OPTIONS ZAIIGF SI INTERIOR SIDE TS TRUSSED RAFTER CHORD OR NONSTRUCTURAL HEADE TS END POST OR DOOR/ WINDOW FRAME POST. TS BASEW NDOWS RAIL OR NONSTRUCTURAL HEADER OR NONSTRUCTRAL HEADER 2' X 2' X 2' 16 G0. ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDfiML WTTH 1/4' X 31r SOPS 2 ON BOTTOM AND 2 ON SIDE NOTE AT ROLL -UP DOOR OPENINGS. POST SHOULD BE FLUSH MATH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THEOPENING. POST TO RAIL, TRUSS CHORD, OR 4 NON-STRUCTURAL HEADER CONN. DETAIL SCALE .NTS NIPF SAS 8 POST/BASE RAIL CONN. DETAIL SCALE: NTS SECTION SCALE:NTS 1/4' X 3W SDF 012O.C. 4G TS 12 GA MPPLE RE WITH 41W X 314' SDF& FTER POST TNUOUS BASE RAIL Engineer: Kent Bice FL License #: 50421 COA# 30468 5 v! �wN LIB LL ''r^^ VJ W W VJ J D CY Co D e 00 iY U_ 0 0 L t }F 9 >` 0 LIJ j LL" Z 0 ¢ U U � Z m=( a. ID �E . a 6MEE 4OF6 0 Z TS BOX EAVE RAFTER 2' X Z'X Y,8 GA ANGLE CUP SECURE TO POST (EACH SIDE) I CHORDIRAILWITH 114'X314'SDI _ BOTTOM AND 2 ON SIDE TS GABLE RAIL Z' X T X 218 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH 1W X 314" SDPS 2ON 3N8 BOTTOM AND 2 ON SIDE NIPPLETO RAFTER /3118 BOX EAVE RAFTER GABLE RAIL TO DscALE: TER POST CONNECTION DETAIL NITS V-4 TIS"t NIPPLETO 3I78 TS BOX EAVE RAFTER RAFTER 3118 s^ 16 GA U-CHANNEL BRACE TS RAFTER POST ATTACH TO FIRST PANEL PO; ON RAFTER POST AND FIRST PANEL POINT EAVE RAFTER (SEE BRACE SECTION OR END ATTACHMENT) PANEL o POINT SECURE WITH (6)1W X 1" SDF (EACH END) MINIMUM 6' LONG 14 GA TS NIPPLE TSCHORD SECURE W14114" X P SDPS OW.) BOX EAVE RAFTER/CORN / POST CONNECTION DE AL 2 SCALE: NTS LONG TSB, GA TS NI SECURE TH(6)114"X31 SOPS. i----TS RPOSi I n TS CONTINUOUS BASE RAIL NIP1 LETO 3118 RAFTER POST/BASE 3 BASE RAIL CONNECTION DETAIL Z SCALE: NTS - 3�1718'3 3/,8 tTSBOX SAVE RAFTER NIPPLE TO RAFTER 3118 --'' PANEL POINT 6" MINIMUM 6" LONG 14 GA TS NIPPLE SECURE W14,/4' X 1" SDF5 (TYP.) TS RAFTER POST 18 G0. U-CHANNEL BRACE ATTACH TO FIRST PANEL POINT ON RAFTER POST AND FIRST PANEL POINT ON EAVE RAFTER(SEE BRACE SECTION FOR END a ATTACHMENT) 4 PANEL N POINT IS UREW (8)IWX314- SOP (EACH END) TS CHORD BOX SAVE RAFTERICORNER (�)SCALE:CNTSPOST ONNECTION DETAAL w SEE NOTES SHEET 1 FOR m SPACING TYPICAL BOX EAVE RAFTER GABLE END FRAMING SECTION NOT TO SCALE SINGLE LEG TS RAFTER POST O 5 L 29 G0. GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH IW X 1". WITH CONTROL SEAL WASHER TAB •ORF EN CIN 12 3 14 GA TS TRUSS 4 / FINISH GRADE OR TOP OF CONCRETE / 32' MAX P(PICAL RAFTER/POST END FRAME SECTION NOT TO SCALE 29 GA. GALVANIZED METAL ROOF PANELS FASTENDED TO RAFTER/BOW FRAME WITH 1/4" X 314" SDF'S WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) OPTIONAL SLOPES: 1:12 2:12 3:12 MONOLITHICSLAB O 59 CONTINUOUS CON E S (OPEN CAR P S O 2W MAX SPAN TYPICAL BOX EAVE RAFTER EACH °"wl )XIMTHNB•DF GABLE END FRAMING SECTION (EE"D Uawd%,33)SIONS NOT TO SCALE TYPICAL FREE STANDING LEAN-TO N¢IITO SCALE X LLI w LM r I— _I W Lu Q (+n D w m O � h4 z ,off 1 $z All ANCHORS ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2 SHEET 3) �6 Engineer: Kent Bid FL License #: 504 1 Q COA#,30468 co it�o j € O � O N LO O W LL�o f2 cog v V z = N No. Date Description By Chk 2 12/18/18 Updated Building RJD KMB WEagI Ml= LL �Rr ,r 5�6 0 h N r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1 6ot6 4" CONC. SLAB I 6 X 6 #10 W.W. MESH REINF. - FIBERMESH OPTIONAL 6 MIL PLASTIC MEMBRANE WELL COMPACTED EARTH FILL 95% PROCTOR TREAT SOIL FOR TERMITES I \ I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -J Ad 30'-7" 4' PAD II MONOLTTHIC CON . FOOTING NOTE (3000 PSI MIN.) 0 X B X #10 W.W. MESH REINF. OR REINFORCED WITH 2 #513 O MIL PLASTIC MEMBRANE CONTINUOUS WELL COMPACTED EARTH FILL 85%PROCTOR MONOLITHIC FOOTER (TYP.) SCALE: NTS 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: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CASTAGAINST 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 BENTAT A SLOPE NOT MORE THAN 1" OF THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL" BAR LENGTH. Engineer: Kent Bice FL License #: 50421 COA# 30468 I - zzf--/F a Z ME i L115 lik 0 00 m j � o � � o o � W J LL U z 0U ¢ L LU LU ❑ a F^ LL k s�T � 6OF6 0 EN