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HomeMy WebLinkAboutANCHORING PLANSl 1 - NNED EATHER KING PORTABLE BUILDINGS 760.WESTBROOK ROAD HICKORY, KY 42051 GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. . 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING.CODE. 3. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2017 FBC FIGURE 1609.3(3) Vult =120 MPH , Vult =140 MPH ' - Vult = 160 MPH RISK CATEGORY I - EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi = i0A8 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE. BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. 5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE. 6. TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. ' 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. - SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL. BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO 35D INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. MASTER ANCHORING PLANS-'.FLORIDA--FBC 2017 o�N 1vo �i * , No.77209 * = PROJECT NO: SHEET NUMBER STATE �{jDATE: 11-15-2017 ��OR10P :� DRAWN BY: KLN SAP � Seach 'rKiCHECKED BY.ng KLNO ry"• " �O� ����nnunnnah-)5%)7 PORTABLE BUILDINGS REVISION: SCALE: NONE SCHEDULES FOR GROUND ANCHORS W/ STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 3Z-O- 8'-0" 2 2 3 3 - - - - - 10'-0" 2 2 2 3 3 3- - - 11'-2" - 2 2 1 3 3 1 3 3 3 3 3 3 4 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-O" 32'-0" 8'-0" 3 3 4 4 - - - - - - - 10'-0" 3 3 3 3 4 4 - 1 11'-2" 2 3 1 3 4 4 4 4 5 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" IT-0-14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-W 28'-0" 30'-0" 32'-0" .10'-0" 4 4 4 4 5 5 11'-2" 4 4 4 5 5 5 5 6 6 7 7 L IV ..F" MASTER ANCHORING PLANS--FLORIDA--FBC 2017 * ; • N0.77209 • ; * PROJECT NO: 9 e * = SHEET NUMBER DATE: 11-15-2017 STATE LsKLN S 11 AP y O '•. �` OF P : d DRAWN BY: KLN _ 1� 1_I �1 ••��•��� ••,.�`� lWeather King CHECKED BY: PORTABLE BUILDINGS REVISION: SCALE: EDULES FOR EYE ANCHORS BOLTED TO BUILDING UPLIFT ANCHORAGE SCHEDULE FOR WINDUP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 3 4 - - 10'-0" 2 3 3 3 4 4 11'-2" - 2 3 3 3 3 3 4 4 4 4 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10--0" 12'-0° 14'-0" 16'4" 18'-0" 20'-0" 22'-0" 24'-0° 26'-0- 28'-0" 30'-0" 32'-0" 5 5 - - - - - - - - 10'-0° 3 4 4 4 5 5 11'-2" - 3 4 4 5 5 5 5 6 6 7 7 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0° 12'-0° 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30.0- 32'-O- 81-0°- 10'-0" 4 5 5 5 6 6 - 11'-2" 4 5 5 6 6 7 7 8 8 8 9 °���� '�"NF""° l MASTER ANCHORING PLANS'--FLORIDA--FBC 2017 No.77209 °: * C PROJECT NO: SHEET NUMBER 4 : _ __ DATE: 11-15-2017 C ,. g .,-17 Weather PORTABLE BUILDINGSKin DRAWN BY: KLNI S-1.2—AP SCALE: CHECKED BY: KLN REVISION: CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) ATTACH ANCHOR TO CONCRETE W/%" DIA. EXPANSION BOLT W/ 3" EMBEDMENT (TYP) "O,,�N,L-„iv ,* ` NoG77209* �c PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6) 10d NAILS MIN. RIM BOARD W/Y2 0 BOLT W/ WASHER (GALV.) N REFER TO SCHEDULE FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x %" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. CONCRETE SLAB ON GRADE BY OTHERS. 4" MIN DETAIL 20 GA. x 1Y4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. REFER TO SCHEDULE FOR ANCHOR INFO. FINISH OUTSIDE GRADE SKID (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL OUTSIDE SKID (TYP) a z w�0 � a P FINISH n OO v GRADE w J N_ mWa� a RECOMMENDED GROUND ANCHOR SCHEDULE SOIL CLASS ANCHOR DESCRIPTION %" 0 ROD x 48" LONG w/ (1) 6" HELIX 3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX 4a %" 0 ROD x 48" LONG w/ (2) 4" HELIX EYE ANCHOR - %" 0 ROD x 48" LONG w/ (1) 6" HELIX EYE ANCHOR - %" 0 ROD x 48" LONG w/ (1) 6" HELIX NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION. MASTER ANCHORING PLANS-FLORIDA-FBC 2017 PROJECT NO: SHEET NUMBER DATE 11-15-2017 8-21-AP KLN Wgather'K'CHECKDRAWN , KLN CHECKED BY: PORTABLE BUILDINGS REVISION: SCALE:1"=r-0 PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6) 10d NAILS MIN. RIM BOARD W/Y2" 0 BOLT W/ WASHER (GALV.) FINISH GRADE N REFER TO SCHEDULE ° ! FOR ANCHOR INFO. OPTIONAL 16"x16"x4" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. 1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'-0" 12'-0" 14'-0" 16'-0- 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 3 - - - - - - - 10'-0" 2 2 2 3 3- 11'-2" - 3 3 3 3 3 NOTES: 1. BLOCK PADS ARE OPTIONAL. 2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR (2) 16x8 BLOCKS. 3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. 20 GA. x 1Ye" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED OUTSIDE BOLT PER MANUF. SPECS. SKID (TYP) REFER TO SCHEDULE FOR ANCHOR INFO. u U OPTIONAL 16"x16"A" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD FINISH GRADE ,,•````�N1i„NF�::°., MASTER ANCHORING PLANS-FLORIDA-FBC 2017 yt 1%J0.77209 "; * PROJECT NO: 3 * o SHEET NUMBER STATE DATE: RA � " �CORIOP. . WeIt R ■ e r K I� CHEh a CKE BY. KILN S-2.2-AP I-Is-17 PORTABLE BUILDINGS REVISION: SCALE:1"=r-O WEATHER KING PORTABLE BUILDINGS DESIGN CRITERIA: 760 WESTBROOK ROAD 1. RISK CATEGORY I HICKORY, KY 42051 2. LIVE LOADS: GENERAL NOTES: 1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC). 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF MANUFACTURE. 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS 4. STRUCTURES ARE CLASSIFIED AS *MINOR STORAGE FACILITIES" (RISK CATEGORY 1) PER TABLE 1604.5 AND SHOULD NOT BE USED FOR HUMAN HABITATION. 5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I STRUCTURES PER FIGURE 1609.3(3) OF THE 2017 FBC. 6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL 7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE USED IN OTHER LOCATIONS. 8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2017 FBC. 9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND TWO- FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE 2017 FBC. FLOOR. 40 PSF LOFT: 10 PSF ROOF: 20 PSF 10. ALL ROOF DECKING IS TO BE %a" O.S.B. ITEMS BY OTHERS: 3. DEAD LOADS: THE FOLLOWING ITEMS MAY BE SUPPLIED AND FLOOR: 4 PSF 11. ALL SIDING IS TO BE TREATED T7-11, LP SMARTSIDE N INSTALLED BY OTHERS. THESE ITEMS MAY BE ROOF: 5 PSF PANEL, 29 GA. METAL SIDING. SUBJECT TO LOCAL JURISDICTION APPROVAL. WALLS: 3 PSF WEATHER KING PORTABLE BUILDINGS IS NOT 12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED RESPONSIBLE FOR THESE ITEMS. 4. WIND LOADS ARE BASED ON THE FOLLOWING: SYP #2, OR BETTER. ULTIMATE DESIGN WIND SPEED: 1. THE FOUNDATION AND TIE -DOWN SYSTEM (2017 FBC FIGURE 1609.3(3)) 13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE Vult = 160 MPH SPF #2 OR BETTER, UNLESS NOTED OTHERWISE. 2. RAMPS, STAIRS, AND GENERAL ACCESS NOMINAL WIND SPEED, Vasd = 124 MPH 14. ALL FLOOR DECKING IS TO BE %s" TREATED PLYWOOD 3. ELECTRICAL SERVICE HOOKUP RISK CATEGORY 1 EXPOSURE CATEGORY C OR%' PERFORMAX 500 FLOOR SHEATHING. FLOORING INTERNAL PRESSURE COEFFICIENT: CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL "o""r ro'OBPn ,1T1 N01 GCpi=t0.18 BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED rn0 na comutr »�•"'� 1 COMPONENTS 8 CLADDING: WOOD IN ACCORDANCE WITH 2304.12.1.1. TAsie vrinln flarldn'A-Jaxt-d'I'd yy rS APPROVE EFFECTIVE WIND AREA, Ae = 10 FT' 15. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, Ardnnd ad"Mad rods and Atlhcmto tr„ :,,nnwlny ntort ROOF -ZONE 1 = 19.3, -30.6 PSF DOCUMEW RATED FOR GROUND CONTACT. Oomcwd'- ROOF-ZONE 2 = 19.3, -53.3 PSF ROOF -ZONE 3 = 19.3, -78.9 PSF 16. REFER TO THE SUPPLIED FASTENING SCHEDULE FOR ^"•""' -- . r,rs WALL -ZONE 4 = 33.5, -36.3 PSF FASTENING BASED ON CONNECTION AND LOCATION OF Atn....;r _l_. m„ WALL -ZONE 5 = 33.5, 44.8 PSF MEMBERS AS PER THE 2017 FLORIDA BUILDING CODE 2304.10,1, UNLESS NOTED OTHERWISE. ut S �{RIT�.4<<IG' po''EFFECTIVE WIND AREA, Ae =20 FPTABLE dtu'c1,3A9aw. „„a crow r..•rc ROOF -ZONE 1 = 17.6,-29.8 PSF fAgCC 17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED.ppprord at• ?-ROOF-ZONE Fmj,."'9 WIt11 2 = 17.6,-49.0 PSF 1 G20 a 18. STRUCTURES SHOULD, HAVE 30 YEAR RATED ASPHALT m or une tt'+�a"'D' no7"ir ROOF -ZONE 3 = 17.6,-73.7 PSF Ot'aI WALL-ZONE4=32.0,-34.8 PSF SHINGLES CONFORMING TO ASTM D3161 (CLASS F) ornm:m.e amaoh �tauie t ova -•• -•--•- •.-.-•..Y_...� WALL -ZONE 5 = 32.0, 41.8 PSF OR ASTM D7158 (CLASS H) OR 29 GA METAL ROOF PANELS. ftpin 81° 6' WIDE ROLL UP DOOR: 19, ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO DESIGN PRESSURE = +30.4,-33.2 PSF TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS NOTE: WIND PRESSURES SHOWN MAY BE SUBJECT TO LOCAL JURISDICTION APPROVAL. RED REDUCED FOR LARGER AREAS AS ALLOWED BY CODE. S. CONSTRUCTION TYPE: V-B °°°''�''rN° LOFTED BARN-FLORIDA-410=160 MPH--FBC 2017 ••, * ; No.77209 * ' - * ' •; STATE O - A OF P •• • • • Approved byy PhIIIIp E Robbins . Flail PE-49070 Weathamira n��4 K PROJECT NO: SHEET NUMBER R�_ �o�LRrJ S DATE.11-15-2017 DRAWN BY: KLN CHECKED BY: KLN ��, `LW'"'--- 91 vdA ngrrrratnR�t ll-15-17 Plan NO. oaf : PER772064 12-'�1-17 •••aaalll PORTABLE BUILDII71 G5 SCALE: NONE REVISION: 11 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF FRAMING 3-Bd COMMON (ZYVx0.131-) 1.ELOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE OR OTHER FRAMING. 3- iM BOX(3' x 0.128-) 3 - T x 0.131- NAILS EACH END. TOENAIL 3 -3' 14 GAGE STAPLES, %-CROWN 2- Bd COMMON (2Yx' x 0.131') 2-3'x0.131' NABS EACH EOID. TOENAIL 2.8LOCKINGBETWEEI4RAFTERS140TATTHEWALLTOP 2- 3' 14 GAGE STAPLES PLATE. TO RAFTER. 2. 1Ed COMMON (3)1,' It 0.162-) 3 -3' x D.131' NAILS END NAIL 3- 3' 14 GAGE STAPLES COLLARTETORAFTER REFERENCE SHEETS 5-2.0 AND S-2.1 FACE MAIL 3 - iN COMMON (3'X 0.1481 TO TOP PLATE 3- I6d BOX (3Y'x0.135' 4 -1M BOX (TX 0,12B') I,RAFTER TOENAIL 4-Tx0.131'NAILS 4 - 3' 14 GAGE STAPLES, %e CROWN 3-Bd COMMON(2)t x0.131') CEILING JOISTS TO TOP RATE 3.1M(LIM-A0.12B7 0.S 3-NAILS EACH JOIST. TOENAIL 3. Y 14 GAGE STAPLES, %- CROWN WALL FRAMING 1N COMMON(31('x 0.167) 24.O.C. FACE NAIL STUD TO STUD (NOT AT BRACED WALL PANELS) IOd BOXp'x0.12B') 3' [ 0.131-NAILS 16' O.C. FACE NAIL 3.3.14 GAGE STAPLES 16d COMMON(3Ya'x 0.102') I6'O.C.FACEIAIL STUD TO STUD ANDABUITING STUDS AT INTERSECTING lea SOX(3K1'xuA35y 12'O.C.FACENAIL WALL CORNERS (AT BRACED WALL PANELS) T x 0.131-NAILS 3-3' 14 GAGE STAPLES. %, CROWN 120.C. FALE NAIL CONRNUOUSHEADERTOSTUD _ 4- Sd COMMON(2'4'x0.131.) 4 -10d BOX (3'x (LIM-) TOENAIL IBd COMMON(3)$'x0.I..) 10- O.C. FACE NAIL TOP PLATE TO TOP PLATE 1N SO%(3-x 0.128') 3' x D.13P NAILS 12- O.C. FACE NAIL 3' 14 GAGE STAPLES, %e' CROWN FASTENING SCHEDULE (CONT) DESCRIPTION OF BUILDING ELEMENT NUMBERAND TYPE OF FASTENER SPACING AND LOCATION WALL FRAMING (CONT.) B-Iw COAIMON(3)i x0.i82-) 12. IDd BOX W. ME 2n EACH SIDE OF END JOINT, FACE NAIL TOP PLATE TO TOP PLATE. AT END JOINTS 12.3' x0.131- NAILS 12-T 14 GAGE STAPLES„{a CROW14 (MINIMUM 24' LAP SPLICE LENGTH EACH SIDE OF END JOINT) iN COMMON (3)i x 0.1621 IT O.C. FACE NAIL BOTTOM PLATE TO JOIST. RIM JOIST, BAND JOIST, OR 1M BO%(3Y'x 0.135� BLOCKING (NOT AT BRACED WALL PANELS) 3'X 0.131'IJAllS 1T O.C. FACE NAIL 3.14 GAGE STAPLES.%e CROWN 2- IN COMMON (3Yx'X0.162') BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING (AT BRACED WALL PANELS) 3-I Gd BOX(ll?'A0.13Sj d-Yx0.131'WUL3 1fi O.C. FACE NAIL 4.3- 14 GAGE STAPLES.3%. CROWN- 4-N COM ION (2){• x 0.131') 4-INBOX(3'x0.129 4-3'X0.131'NA1IS TOENAIL 4- T 14 GAGE STAPLES•E4i CROWN STUD TO TOP OR BOTTOM PLATE 2- IEd COMMON GI2-K 0.162') 3-3Td BOX (T x 0.12B') 3 x 0.131-HAILS END NAIL 3. T 14 GAGE STAPLES. %e CROWN 2- I6d COMMON (W x 0.162-) TOP PLATES. LAPS AT CORNERS AND INTERSECTIONS - 3:IN BOX (3- x 0.126-) 3-3 131'NAILS FACE HAIL 3-3' 14 GAOE STAPLES• Yj CRO'.YN FLOOR FRAMING 3- Bd COAA1oN (2 s'x0.13i� 3. IN BOX JOIST TO SKID NI)l (3'x 0.12BT 33'xO131'NAILS TOENAIL PS 3.3-14 GAGE STAPLES.%,' CROWN 1E3 24 EMAIL OBOTTOM 3'160cu-"4G' 0PPLES./yCROriN BTAGGEREOoNOPPOSITESIDES BUILT-UPBEAM3 AND: 3. 10d BOXjr, A0.1.128') -R 3.3'x 0.131' , ENDS AND AT EACH SPLICE. FACE OWL 3-3' 14 GAGE STAPLES. %e' CROWN 3- I6d COMMON rl%z-x 0.102') JOIST TO BAND JOIST OR RIM JOIST 4-10d BOX (3' x 0.126l 4-3'x 0.131-NAILS END NNL 4-3.14 GAGE STAPLES,%e CROWN -- "�N`"--- "'�`'v GENg•. • LIFTED BARN--FLORIDA-WIND=160 MPH--F'C 2017 * ; No.77209 o * _ o STATE .ryFIGrIIi """rFnrr""°11L`fl-15-17 Approved byy Phllllp ERobb)Rs PE-09070 ilW✓ p0'c'/^-^ Plen"r�, DBI ; PER172064 72-'�1-17 �} C� e a t h r PORTABLE BUILDINGS � PROJECTNO: SHEET NUMBER S-01-LB SCALE: NONE DATE 11-15-2017 CDRAVmHECK D KKLN CHECKED BY: LN REVISION: FASTENING SCHEDULE (CONT.) DESCRIPTION OF BUILDING ELEMENT FNUMBER AND TYPE OF FASTENER SPACING AND LOCATION SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING' EDGES INTERMEDIATE SUPPORTS (INCHES) (INCHES) BO COMRION OR DEFORMED(T 10.113')(SUBFLOOR AND WALL) 6 12 Btl BOX OR DEFORMED(2Y' x 0.1 I3T(ROOF) 6 12 23e x 0.113' NAIL(SUSFLOOR AM WALL) B 12 WTOK' 01,' 10 GAGESTAPLE.%i CROWN (SUBFLOORANDWALL) 4 6 2Y' x 0.113'NA1L(ROOF) J B 111 16 GAGE STAPLE.%7 CROWN (ROOF) 3 6 88 COMMON (2l' x 0.131') 6 12 68 DEFORMED (Tx 0.117) hi TOY' 2'160AGESAP 4 e 2' 16 GAGE STAPLE, Sie CROWIJ EXTERIOR WALL SIDING Btl BOX OR DEFORMED(2JQx 0.1 IF) .(SLOE WALL) e e• LPPRECISION PANEL OR TIOE �' TREEATEDATED T1-I150TING BG 00X OR DEFORMED (iY'x 0.113) J(ENO WALL) 6 R. I W LS SPACEDAT 61NC14ES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING. I, WHEREA RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TOTHE TOP PLATE IN ACCORDANCE W" THIS SCHEDULE THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAiL. 0.: a�PP�D�J� ,,J,N P40---- LOFTED BARN--FLf%RlDA--WlND=160 MPl'+-FBC 2017 •, 1 * ; No.77209 %DATE: ';. �STOPTE FOR\pP �.. Approved b Phllllp E Robbins ,Florida PEAQ490 QQ7��0 4- (may @pp{.�q �yQ■7q®� "-pipyp�—ply-y@ r ' �® PRaECT No: SHEET NUMBER S-0.2-LBDD 11-16-2017 DRAWN BY: KLN CHECKEDY: KLN q �nat■ ® � �Ia °rar"""unTr 11- IS-17 PIePER172064 B'%-17 PORTABLE B U Q L D I N G J „e�A4 SCALE: NONE REVISION: 32'-0" MAX LENGTH (11'-2" WIDE) , 20'-0" MAX LENGTH (10'-0" WIDE) 16'-0" MAX LENGTH (8'-0" WIDE) c c c 32'-0" MAX LENGTH f11'-2" WIDEI 20'-0" MAX LENGTH (10'-0' WIDE) a o PORCH 2x4 STUD WALL TREATED RIM JOIST ABOVE (TYP) 3 S3.2 IV q ,a II �I SPAN OF TRTD PORCH DECKING 4x6 TRTD POST CONT. 2x4 TREATED FLOOR JOISTS @ IT O.C. MAX. (8' WIDE) \- ABOVE (TYP) CONT. 2x6 TREATED FLOOR JOISTS. @ 16" O.C. MAX (10' 8 11'-2" WIDE) 1 (SPLICED JOISTS ARE NOT PERMITTED) s-3z TYP LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) OUTSIDE 4x6 TRTD SKID (RE0'D FOR 11'-2" WIDE BUILDINGSONLY) \ r / INSIDE 4x6 TRTD SKID OUTSIDE 46 TRTD SKID (REO'D FOR 11'-2" WIDE BUILDINGS ONLY) LOFTED BARN-FLORIDA-410=160 MPH--FBC 2017 .k No.77209 '; * _ •fm ,. 41 OF ....... ' `'�� • Approved b Phllllp E Robbins .Florida PE-490�7�0• • IV, e r ''� Weather Q� ■ �'�KLN PROJECT No: SHEET NUMBER 1 I S01��_LB DATE 11-i6-2017 DRAWN BY: CHECKED BY: m Y c7 rrrv1 .1.1, +R)- 1S_ 17 Plan oa1 : PORTABLE BUILDINGS SCALE: NOT TO SCALE REVISION: . vo•_m nnnu i cnir_ru r� ��_�• winr=� 20'-0- MAX LENGTH (10'-0- WIDE) a TREATED RIM JOIST o (TYP) Y 3 I a 53.2 OPP 2x4 STUD WALL 4x6 TRTD POST 1 2 ABOVE (TYP) CONT. 2x4 TREATED FLOOR JO ABOVE (TYP) CONT. 2x6 TREATED FLOOR JO 5.32 S$2 (SPLICED JOISTS ARE NOT PEF SPAN OF TRTD PORCH DECKING 12'-O" MAX PORCH SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) \ r / INSIDE 46 TRTO SKID OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2• WIDE BUILDINGS ONLY) 3TS Q 16" O.C. MAX. (8' WIDE) 3TS Qa 16. O.C. MAX (10' & 11' 2" WIDE) AITTED) �O.fVT RAJ um[-NT °���'L-At ""s, LOFTED BARN—FLORIDA-410=160 MPH--FBC 2017 • • ,k j No.77209 ; * STATE � '�•'•, �o OF�J2Y' Approved by Phllllp E Robbins PE-49D70 y QQQ��� ��� �A PROJECT NO: SHEETNUMBER m 1'//J�Florlda S DATE 11-15-2017 DRAWN BY: KKLNLN CHECKED BY: ' (�9,, r _ ®O AO •. p D O/ i n I.2—L9 REvIsIgNa rr4gr°1O°n�,i)- 15-17 Pled No. Dat ; 1 - PORTABLE B U 1 L D i N G 5 SCALE: NOT TO SCALE o 2x4 STUD WALL _ ABOVE (TYP) 3 II S•3.2 SPAN OF TRTD _ PORCH DECKING �I TREATED RIM JOIST 46 TRTD POST 2 GYP) CONI ABOVE (TYP) S3.2 53.2 12'-0" (SPLI DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL OUTSIDE 4x6 TRTD SKID INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID . 2x6 TREATED FLOOR JOISTS aQ 16' O.C. MAX. :ED JOISTS ARE NOT PERMITTED) :.F LOFTED BARN-FLORIDA-410=160 MP�9--FRC 2017 ••; ? *•{"• NO.77209 *.= yf _ •:• 5TATE • Q Approved by Phllllp C Robbins Y e '" f' PROJECT NO: SHEET NUMBER 1,''//11��,I RpoF s®IrV _I.Id DATE: 11-15-2017 DRAWN eY: KKLN LN CHECKED BY: ••" "oRi• 0 ,��„ Plan REVISION: o. Dat ; PER172064 12-�1-17 PORTABLE B U 1 L D I N G 5 SCALE: NOT TO SCALE 32'-O° MAX LENGTH N©LA1 OUTSIDE 4x6 TRTD SKID `'T to it INSIDE 46 TRTD SKID J > OUTSIDE 4x6 TRTD SKID TREATED RIM JOIST (TYP) CONT. 2x6 TREATED FLOOR JOISTS @ 12" O.C. (SPLICED JOISTS ARE NOT PERMITTED) , LOFTED BARN w/ ROLL -UP DOOR FLOOR FRAMING PLAN (OPTIONAL) LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2017 • • * f No.77209 ; A e ° PROJECT NO: SHEET NUMBER DATE: 11-15-2017 O i, ��OAF E . �ORIOP' Approved byy Phllll E Robbins . Florld�PE�8070 f 6 p {,.(/�tq� �` Weather (A� I R S�i. DRAWN BY. KLN CHECKED BY: KLN /Wv'.�"`^ a4./A +r1� ,/`�, ImiraY hrrnnunr�r` it is-!7 Pled Dal : PER172064 12-�1-17 PORTABLE �' N r REVISION: SCALE: NOT TO SCALE 32'-0" MAX LENGTH (I V-2" WIDE) 20'-0° MAX LENGTH (10'-0" WIDE) 16'-0" MAX LENGTH (8'-0" WIDE) w -APPROVEW 1DOC MENT FASTEN ROOF SHEATHING TO FRAMING AT 6 INCHES O.C. AT EDGES AND IN THE FIELD, UNO. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION. VARIES T-O" AT 24" O.C. REFER TO SHEET S-2.3 FASTEN ROOF SHEATHING TO RIDGE FRAMING AT 4 INCHES O.C. AT EDGES AND IN THE FIELD WITHIN THE END STRIP AT EACH ENDWALL. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION. 4- ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM N°, LOFTED BARN-FLORIDA-410=160 MPH--FBC 2017 • •t, Sm * ; No.77209 { * — 't �STOF'IE ,....... -)Florida , ` Approved byy Phllll E Robbins_ PE� 9Q007�0 g. 1 Pd��yypAir Weather'KA'Nn�j PROJECT NO: SHEET NUMBER S-1-5-LB DATE: 71-15-2017 O WN eY• KLN CHECKEDBV:PIaP172064 " 0 A e /�pp'(g 12 t71-17 PORTABLE BUILD+ fNG+5 SCALE: NOT TO SCALE REVISION: SHOP BUILT TRUSS @ 24" O.C. SEE SHEET S2.3 FOR ADD'L INFORMATION. 5/e T1-11 SIDING, %e LP SMARTSIDE tO PRECISION SERIES 190 SIDING, OR 29 GA METAL SIDING (REF NOTES) 1%- 1 (2) 4x6 TRTD SKID 2x4 LOFT JOIST @ 24' O.C. DOUBLE TOP PLATE t 5'-4" 8,-0.• 8' WIDE ?/e OSB DECKING W/ ASTM D3161 CLASS FOR ASTM D7158 CLASS H ASPHALT SHINGLES OR 29-GAGE METAL ROOFING (REF NOTES) %a OSB DECKING @ LOFT AREAS. / PROVIDE CONT. METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL 31S-3.0 (TYP) 2x4 STUDS @ 16- O.C. PROVIDE DOUBLE STUDS AT WALL SIDING VERTICAL SEAMS TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. 2x4 TRTD FLOOR JOISTS @ 16' O.C. MAX N SHOP BUILT TRUSS @ 24" O.C. SEE SHEET S2.3 FOR ADD'L INFORMATION. %"T1-11 SIDING, %' LP SMARTSIDE PRECISION SERIES 190 SIDING, OR 29 GA METAL SIDING (REF NOTES) -ir 1 (2) 4x6 TRTD SKID NOTES FOR METAL WALL/ROOF PANELS: 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO OSB WALL SHEATHING PER DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3.4. 2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S-3.3. 3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET 5-3.3 41 METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED 7/a' OSB DECKING W1 ASTM D3161 CLASS F OR ASTM D7158 CLASS H ASPHALT SHINGLES OR 29-GAGE METAL ROOFING (REF NOTES) %e OSB DECKING @ LOFT AREAS. PROVIDE CONT. METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL 3/8-3.0 (TYP) 2x4 STUDS @ 16' O.C. PROVIDE DOUBLE 2x6 LOFT JOIST STUDS AT WALL SIDING @ 24" O.C. VERTICAL SEAMS DOUBLE TOP PLATE TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. X 2x6 TRTD FLOOR JOISTS 16- O.C. MAX 10' WIDE NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 8 S-0.2 IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING SECTIONS �J°""..........II" ,INoL..Np,'", LOFTED BARN-FLORIDA-WIND=160 MPH--FEC 2017 - ••; * j- N0.77209 *Z • _ * = � O .% S OFF � Approved by Phillip E Robbins PE��Q9�0f70�rWeather _ p _ © PROJECT NO: SHEETNUMBER •//J� S_2.o_LB DATE: 11-15-2017 DRAWN BY: �pFlo�rlde A,, .e /�lrr�""^ m ✓✓ CHECKED BY: KLN 11.15- P P' o De PER172064 12-9'I-17 P O RTA g L E BUILDINGS REVISION: SCALE: 1/4" = T-0" I %s" OSB DECKING W/ ASTM D3161 CLASS F OR ASTM D7158 CLASS H ASPHALT SHINGLES OR NOTES FOR METAL WALUROOF PANELS: 29-GAGE METAL ROOFING 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHOP BUILT TRUSS @ 24" O.C. (REF NOTES) SHALL BE ATTACHED TO OSB WALL SHEATHING PER SEE SHEET S2.3 FOR DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3A. ADD'L INFORMATION. - T/s" OSB DECKING 2) METAL WALL PANELS W ITH THE RIBS RUNNING VERTICALLY @ LOFT AREAS. SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH _ DETAILS 2 AND 3 ON SHEET S-3.3. o PROVIDE CONT. METAL DRIP EDGE AT EAVES 3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 AND GABLE ENDS. 4) METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED .. REF. DETAIL 31S-3.0 (TYP) IN ACCORDANCE WITH DETAIL 4 ON SHEET 5-3.3 2x4 STUDS @ 16" O.C. ' PROVIDE DOUBLE fn 2x6 LOFTJOIST STUDS AT WALL SIDING @ 24" O.C. VERTICAL SEAMS T1-11 SIDING, LP SMARTSIDE fO PRECISION SERIES DOUBLE 120 SIDING, OR TOPPLATE• TREATED PLYWOOD OR ' 29 GA METAL SIDING PERFORMAX 500 FLOOR (REF NOTES) DECKING. - b 3 5'•4" . 2x6 TRTO FLOOR (4) 4x6 TRTD SKID 1 T-2" JOISTS @ 16" O.C. MAX 1V-2" WIDE NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING SECTION rLrrN,o"',,''L, OFTED BARN--FL^R1DA--W1ND=160®MPH--FBC 2017 No.77209 •" y * -+ - PROJECT NO: 3 * o SHEET NUMBER >� ` Approved by Phillip E Robbins /�///Flo�rida PE,�-449�001/7/0� " e /'D''4"�' PIePEER172064 10�' -17 hmang PORTABLE BUILD16� GS DATE: 11-15-2017 ,Y�//p, II RR S®���_47Y SCALE: 1/4"= 7'-0" DRAWN 6Y: KLN CHECKED BY: KLN REVISION: . ATTACH STRAP TO EA STUD W/ (2) 8d NAILS M ROOFTRUSS REFER TO DETAIL 5 ON SHEET 53.1 FOR STRAP 2x4 STUDS @ 16" O.C. ATTACHMENT. (TYP) LAP THE TOP PLATE FROM THE SIDE WALL 1Ya" 16 GA METAL OVER THE END WALL PLATE BRACING STRAP AT EACH CORNER. (NOT REQUIRE FOR WALLS SHEATHED WITH WOOD SIDING OR OSB SHEATHING). 4-D" N1AX DOUBLE TOP PLATE (TYP) OPENING REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 8' WIDE FRONT ENDWALL 2x4 STUDS @ 16" O.C. ROOF TRUSS REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAP TYP)ffFRO T MR A CH IN. (TYP)_ REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) -ROOFTRUSS REFER TO DETAIL 5 ON 2x4 STUDS @ 16" O.C. SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) - DOUBLE TOP PLATE 1Y4" - 16 GA METAL BRACING STRAP (NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING OR OSB SHEATHING). (TYP) ATTACH STRAP TO EACH / STUD W/ (2) 8d NAILS MIN. J (TYP) cxv o�uu�L i LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP / ATTACHMENT. (TYP) 11'-2" WIDE FRONT ENDWALL (10' WIDE SIMILAR) -S REFER TO DETAILS ON SHEET S3.1 FOR STRAP . ATTACHMENT. (TYP) W)l DOUBLE TOP PLATE RAP �pp9p9 (� 1Ye"- i6 GA METAL d"�! ROVED" (NOT REQUIREDBRACING FOR OR c=um WALLS SHEATHED - LAP THE TOP PLATE WITH WOOD SIDING FROM THE SIDE WALL OR OSB SHEATHING). X OVER THE END WALL PLAT (TYP) AT EACH CORNER. ATTACH STRAP TO EA( STUD W/ (2) 8d NAILS MI (TY REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 8' WIDE REAR ENDWALL _ 11'-2" WIDE REAR ENDWALL (10' WIDE SIMILAR) �`rr�N°" - LOFTED BARN-FLORIDA-410=160 MPH--FBC 2017 • • ', * ; N0.77209 ; * % _ * o ';. STATE I O . Fpp .` ApproVed by Phillip E Robbins FlorldFFa PE-400q70i' WeatherKing PROJECT NO: SHEET NUMBER S 2.2-LB DATE: 11-15-2017 DRAWN BY: CHECKEDBY: KLN �� �mn�mo•1�1 t`a1�5�'")7 �„i7 L Pl REVISION: A;9 1-17 PORTABLE BUILDINGS SCALE: NOT TO SCALE ATTACHMENT. ( TOP PLATE 1Ye" -16 GA METAL TIONAL WINDOW BRACING STRAP WIDE MAX (TYP) (NOT REQUIRED FOR WALLS SHEATHED HE TOP PLATE WITH WOOD SIDING THE SIDE WALL OR OSB SHEATHING). THE END WALL PLATE (TYP) CH CORNER It. IP GENERAL NOTES: 1. REFER TO SHEET S-0 FOR DESIGN LOADS. 2. MAXIMUM TRUSS SPACING =24" O.C. 3. TRUSS TOP CHORD SHALL BE BRACED W/ STRUCTURAL WOOD SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 4. ALL TRUSS MEMBERS ARE TO BE SPF 62 OR BETTER. 5. TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE (MT20) HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. 6. REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 COMPONENTS AND CLADDING WIND PRESSURE. 7. DEFLECTION MEETS U24D LIVE LOAD AND U180 TOTAL LOAD. 8. LOAD DURATION ADJUSTMENT FACTORS: LIVE: 1.25 WIND: 1.60 9. REPETITIVE MEMBER INCREASE: ,I.15 10. HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. REFER TO SHEETS S-2.0. S-2.1, AND S-3.0 FOR LOFT JOIST SIZE, AND ATTACHMENT INFORMATION. 2x4 TRUSS MEMBER (TYP) 2x4 TRUSS ^NOTE PLATE (TYP) 4. � 8"' � n MAX REACTIONS HORIZ: 122 LBS. NET UPLIFT: -185 LBS. GRAVITY: 252 LBS. 8' WIDE LOFTED BARN TRUSS 2x4 TRUSS MEMBER (TYP) 3, VZ1 2x4 TRUSS PLATE (TYP) YN `lI o ' v eo SEE NOTE 10 I, 101.0" /f MAX REACTIONS HORIZ: 121 LBS. NET UPLIFT: -238 LBS. GRAVITY: 315 LBS. - - 10' WIDE LOFTED BARN TRUSS m V 2x4 TRUSS MEMBER (TYP) L\\ 7` 2 �o SEE NOTE IO --- IT - --- I- •f 11 2" MAX REACTIONS HORIZ: 125 LBS. NET UPLIFT:.270 LBS. GRAVITY: 352 LBS. 11'-2" WIDE LOFTED BARN TRUSS iaUl -APP IO 2x4 TRUSS PLATE (TYP) NC) �--- LOFTED BARN--FLORIDA-410=160 MPH--FBC 2017 ..; No.7T209 *-5 ' 3 73Ot. STATE A OF Q.: . �OR10,•� Approved by Phillip E Robbins , Florida PE-49070 /j �/ rq� {per @p a a t 9 e � �iKll, PROJECT NO: SHEET NUMBER _ S-2.3LB DATE: 11-15-2017 DRAWN BY: KW CHECKED BY: KLN 0 e � II- �S- 171PER172064 P.len�Da1-1P 12-�1-17 ®RT111�o�A4B L E■■■B U t L D 1NG5 REVISION: SCALE: NOT TO SCALE ATTACH SIDING TO WALL FRAMING CONT. 2x TREATED RIM BOARD ATTACH LOFT JOIST W/ 6d NAILS @ 6° O.C. W/ 3° NAILS @ 6" INTO BRIDGING TO TRUSS w/ IN FIELD & ALONG & (3) 3" NAILS TOENAILED INTO SKID (5) 10d NAILS MIN EDGES. (SPACE NAILS (3) 3" NAILS AT 3" O.C. ALONG THROUGH FLOOR JOIST (4) 3' TOE NAILS METAL DRIP EDGE. PANEL EDGES AT BOTTOM PLATE INTO SKID ATTACH TO ROOF ENDWALLS) INTO EACH STUD w/ 1'x'/a° STAPLES @ 12" O.C. (3) 3" NAILS -/ x CONT. 2x4 TRTD O BRIDGING WI 0 Y SKID (6) EACH SKID Z 1-TYPICAL DETAIL WNW9) ROOF TRUSS -� / - 2-FLOOR JST TO SKID DETAIL LOFT JOIST iv NOTE: (1) 2x4, FLAT IN LIEU OF MTS16 STRAP, ALL MEMBERS - PROVIDE A SIMPSON 0.152 x 6" ARE 2x4 SDWC TRUSS SCREW - (SDWC15600) OR EQUIVALENT AT EACH 38" MAX (3) 3" NAILS ROOF TRUSS. (TYP) NOTE: REFER TO 3/83.0 FOR INFO NOT SHOWN. 4-ALTERNATE TRUSS '/e OSS DECKING. — LOFT JOIST SD L SIMPSON MTS16 STRAP W/ (7) 10d x 1Y2" NAILS (MIN) IN EACH END OF THE STRAP • AT EACH TRUSS. WRAPAROUND CONT. Zx4 (RIPPED) AND NAIL TO WALL TOP PLATE wl (2) 3" NAILS INTO WHEN TRUSS DOES NOT LINE EACH TRUSS UP WITH A WALL STUD BELOW. REF DETAIL 4/S3.0 FOR AN TOE NAIL TRUSS/JOIST ALTERNATE HOLD DOWN OPTION TO TOP PLATE W/ IN LIEU OF THE METAL STRAP. (4) 10d NAILS MIN DOUBLE TOP PLATE 3-LOFT EAVE DETAIL DOUBLE `TOP PLATE 2x4 (n'P) ENDWA HEADER FOR 3° NAILS @ UP / OPENILL IDS TO W-0". 8" O.C. SIDEWALL HEADER FOR OPENINGS UP TO 4'-0". (2) 2x4 w/ V,p" OSS FLITCH PLATE NOTE ALL MEMBERS ® I EWA L HEADER FOR OPENINGS UP TO 6'-0". ARE 2x4, UNO FLITCH PLATE - SIDEWALL HEADER 38° MAX FOR OPENINGS UP TO 8'-0" NOTES: 1. PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD STUD BEARING HEADERS. NAIL TO ADJACENT STUD PER _ FASTENING SCHEDULE. NOT REQUIRED AT END WALL OPENINGS. - HOLD DOWN DETAIL DETAIL @ ENDWALL DETAIL @SIDEWALL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE Jv .E sF: -----: LOFTED` BARN—FLORIDA-410=160 MPH'--FBC Z017 .,�., •; * �• N0.77209 * • - •: STATE {/�.l� ' •• NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Approved b Phil, E Robbins PROJECT NO: SHEET NUMBER DATE: 11-15-2017 ;�� R1pP.•• �.�� ""' '°"° C!` o ,09Flo�rl a PE�9D�7>0 ®th rCHECKD King � KLN S-3.0-LB -- CHECKED BY: KLN -rrrnumnn���71. 15-17 Plena pat : PER1720ti4 12-�1-17 PORTABLE S U 0 L D' N G � REVISION: SCALE: 1"=l'-0 ROOF TRUSS TOP PLATE (TYP) CONT. DOUBLE TOP PLATE VARIES (SEE PLAN) Li u I BOTTOM PLATE JOINT TREATED 2x4 x 6'-0" LONG SPLICE PLATE CENTERED ON SPLICE. EACH SIDE OF TREATED 46 SKID wf 2 ROWS 10d NAILS SKID @ 4" O.C. STAGGERED 1- WALL TOP PLATE SPLICE DETAIL 1Y,"- 16 GA STEEL STRAP. WRAP AROUND JOIST & SIMPSON MTS16 STRAP ATTACH TO JOIST w/ (7) 10d x 1Y" NAILS (MIN) Wf (4) 10d X %" NAILS IN EACH END OF THE EACH SIDE OF JOIST. STRAP AT EACH TRUSS. 16" OSB DECKING. REF DETAIL 4I FOR AN WRAP AROUND TOP PLATE.klr� HOL ALTERNATE HOLD DOWN LOFT JOIST I // OPTION IN LIEU OF THE METAL STRAP. PORCH POST BEYOND. DOUBLE TOP PLATE REF DETAILS ON EXTENDED FROM SHEET 53.2 FOR BUILDING ADD'L INFO. 2- SKID SPLICE DETAIL NLA T-f PROVED- 0=, MEN Y DOUBLE TOP PLATE 1Yq' - 16 GA STEEL STRAP. WRAP OVER WALL TOP PLATE. PROVIDE (3) 8d NAILS INTO TOP OF PLATE. PROVIDE (5) 10d NAILS MIN INTO STUD/ SIDE OF PLATE. STUD — NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 3 PORCHEAVEDETAIL SCALE =IYz'=1'.0" SCALE =%"=V-6" 3" NAILS @ 12" O.C. 2x4 STUD (END WALL). (2) 2x4 STUDS (SIDE WALL) 3" NAILS @ 12. O.C. STAGGERED 6-TYPICAL CORNER DETAIL LOFTED BARN—FLORIDA-410=1160 MP''--FL'dC 2017 ,. ? * i N0.772D9 ; * ' � NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND 5-0.2 FOR ATTACHMENT INFORMATION .NOT NOTED ON THIS SHEET. Approved 6yP E-4IIIIp E Robbins Florida PE-49070KILN PROJECT NO: SHEETNUMBER S-3.1-LB DATE: 11-15-2017 DRAwN BY: �ORtV, .� -, CHECKED BY: KLN PIaP REVIs1DN: . mum"'ll-f5.17 D9 172064 12�71-17 PubRTABLE BU!LDING5 SCALE: 1"=1'-0 A REF DETAILS 3/S-3A & 4/S3.0 FOR ROOF TRUSS HOLD- , DOWN INFORMATION NOT SHOWN FOR CLARITY (2) sVG" x 6" LAG (TYP) SCREWSTHROUGH TOP PLATES INTO 4z6 P.T. POST P.T. PLYWOOD CEILING AT PORCH ONLY. (2) %e x 6" LAG 4x6 P.T. SCREWS THROUGH POST TOP PLATES INTO 46 P.T. POST REF DETAILS 3 & 4/S-3.0 FOR ROOF TRUSS HOLD- DOWN INFORMATION NOT SHOWN FOR CLARITY (TYP) ROOF TRUSS (TYP) LOFT JOIST (TYP) i P.T. 1x PORCH BOARDS wl (2) 3" NAILS INTO CONT. 2x P.T. 4DOUBLE EACH FLOOR JOIST RIM JOIST TOP PLATE 4x6 P.T. END WALL EXTENDED TO PORCH POST / POST 3" NAILS (MIN) END JOIST JJJ / FROM FROM INTO CORNER POST 4x6 P.T. SKID P.T. 1x PORCH BOARDS BOTTOM PLATE 1- CORNER PORCH POST DETAIL EACH FLOOR JOIST (TYP) 46 P.T. POST P.T. 1x PORCH BOARDS / CONT. 2x P.T. RIM JOIST w/ (2) 3' NAILS INTO EACH FLOOR JOIST REF DETAILS 1 & 21S3.2 4x6 P.T. SKID FOR POST BASE ATTACHMENT - FLOOR JOIST (9) 3' NAILS (MIN) ` ` 4x6 P.T. SKID PORCH VARIES (SEE PLAN) (TYP) FROM JOIST I A'T Vpt a INTO POST NOTE: REFER TO DETAILS 1/S3.2 AND 2/83.2 FOR INFO NOT SHOWN. C4/Aw�p RA,OppV�E��ry�@' a n[{!1�°'`�i16iE NOTE: REFER TO 1/S3.2 FOR INFO NOT SHOWN. a 2- INTERMEDIATE PORCH POST DETAIL 3- OPTIONAL PORCH SECTION ��'J� r`r'N� ` 4� .GE:Ng� LOFTED BARN--FLORIDA . --WIND=160 MPH--FBC 2017' . •=- s. * ,•' NG.77209 {r`% % - NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. PROJECT NO: SHEET NUMBER �STOFTE Approved by Phillip E Robbina �r �+°�"�+?' DATE: 11-15-2017 DRAWN BY: KLN w�I2rl_LB '• ,�ORIOP i� Florida PE-00070 ®A /iA • /.+ �/ C Weatherl%' in., CHECKED BY: KLN ,�` ����p,rH11,1 ►-►s-n PlanP PORTABLEBUILDINGS REVISION: SCALE: 1"=V-0 lk r S METAL ROOFING OVER ROOF TRUSS %e" OSB SHEATHING. %e' OSB ROOF REFER TO DETAIL 4/S-3.3 �- DECKING FOR ATTACHMENT 2x4 STUDS (FLAT) 2X10 TOP PLATE @ 16- O.C. TOENAIL _ (2x4 BOT PLATE) TO TRUSS T..C. W/ (2) 3" NAILS OSB LOFT r% CKING / DECKING CONTINUOUS 29 GA. METAL SIDING. ALUMINUM Z-BAR LOFT JOIST ATTACH TO GIRTS PER FLASHING AT DETAIL 3/S-3.3 HORIZONTAL SIDING JOINT. ATTACH TO DOUBLE TOP PLATE FRAMING w/ 1"x3'a STAPLES @ 12° O.C. 2x4 STUDS 2x4 WALL GIRT. ATTACH CH STUD wl SIDING (TYP) -� @ 16" O.C. (3) 3" RING SHANK NAILS (TYP) 1-TYPICAL END WALL DETAIL (3W 29 GAMETAL PANEL#10-15 x 1Y2" WOOD SCREW m w/ WASHER @ 9. O.C. (ONE SIDE OF EVERY MAJOR RIB) Q SPACE SCREWS AT 16" O.C, MAX f0 ALONG PANEL LENGTH. T/a" OSB J 2x FRAMING SPACED AT 24" O.C. MAX 4-METAL PANEL FASTENING TO OSB 29 GA METAL PANEL LOFT JOIST Y,%14 SELF DRILLING SCREW W WASHER #10-14 x %' WOOD SCREW " O.C. w/ WASHER @ 3.5"-5.5"-3.5" O.C. SPACED @ 24 ALONG EA SIDELAP x e, 5Y" 9Yz i, r (EACH SIDE OF EVERY MAJOR RIB) SIMPSON MTS16 STRAP L-I r r r e u r r r r w/ (7) 10d x 1 z" NAILS (MIN) IN EACH END OF THE STRAP i AT EACH TRUSS. WRAPAROUND AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE 2x FRAMING UP WITH A WALL STUD BELOW. REF DETAIL 4/S-3.0 FOR AN FASTENING PATTERN AT PANEL ENDLAP ALTERNATE HOLD DOWN OPTION IN LIEU OF THE METAL STRAP. 29 GA METAL PANEL Ya"-14 SELF DRILLING 910-14 x 1)'WOOD SCREW SCREW W WASHER SPACED @ 24" O.C. ALONG EA 24O. P w/ WASHER @ 9" O.C. (ONE SIDE OF EVERY MAJOR RIB) 2x4 STUDS @ f ,�(,tj 16° O.C. e�e� n 2x FRAMING FASTENING PATTERN AT INTERIOR PANEL SUPPORT 2-TYPICAL VERT METAL SIDING DETAIL 3-METAL PANEL FASTENING TO WOOD FRAMING .NOTE: REFER TO DETAILS 1/53.0 AND 3/S3.0 FOR INFO NOT SHOWN. SCALE - 1Y" - - 2 -1 -0 `rN°°"�'°� �ejust27,�y� LOFTED BARNA-FL®RIQA--WINQ=160 P�I--FBC 2017 l�J� ••: �= * �� N.0.77209 * 1 = STATE ORlO�' NOTE REFER TO FASTENING SCHEDULE ON SHEETS 5-0.1 AND S-0.2 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Approved by Phllli E Robbins Florida PE-h9070DRAWN ' PROJECT NO: SHEET NUMBER DATE: 11-15-2017 BY: KLN . l 6Y,� .e Weathiear S 313 LB CHECKED BY: KLN /5-17 Plan No Dal PER172064 12%-17 PORTABLE BUILDINGS SCALE: 1"=T-0 REVISION: lk , 29 GA METAL ROOFING OVER 7/fi' OSB SHEATHING. REFER TO DETAIL 41S-3.3 FOR ATTACHMENT LOFT JOIST 29 GA. METAL SIDING OVER SIMPSON MTS16 STRAP wl (7) 10d x 1Y' NAILS (MIN) IN ' %6" OSB SHEATHING. EACH END OF THE STRAP REFER TO DETAIL 4IS-3.3 AT EACH TRUSS. WRAPAROUND FOR SIDING ATTACHMENT AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UP WITH A WALL STUD BELOW. REF DETAIL 41S-3.0 FOR AN ATTACH OSB SHEATHING ALTERNATE HOLD DOWN OPTION ' TO WALL FRAMING IN LIEU OF THE METAL STRAP. Wl 8d NAILS @ 6- O.C. - IN FIELD & ALONG EDGES. (SPACE NAILS AT 3- O.C. ALONG PANEL EDGES AT ENDWALLS) 2x4 STUDS @ < 161, O.C. 9 1,301 MUM 1-TYPICAL HORIZ METAL SIDING DETAIL NOTE: REFER TO DETAILS 11S3.0 AND 31S3.0 FOR INFO NOT SHOWN. ���J�N'`�"N°" - L®EYED EARN--FL®RI®A-® 10=160 MPH--FBC 2017 (y.y�GENgF: •; ^� * {N0.77209 A• 7F _- STATE • y NOTE REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Approved by PhIIIIP E Robbins . a 4 �. 'King PROJECT NO: SHEET NUMBER DATE: 11-11-2017 DILWIN BY: KLN O A OF ••• ( R , Florldoo PEQ-49Q07�0 � Weather S-3.4-LBurrumN�PIen CHECKED BY: KLN r4 err III-1$-17 0.ppBf PER172064 92-'�1-17 PORTABLE BUILDINGS SCALE:1"=l'-0 REVISION: `f \ EXTERIOR WOOD SIDING. REF DETAIL 11S-3.0 FOR NAILING REQUIREMENTS TRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. _ ATTACH TO WOOD JAMB (2) 2x4 SP #2 (OR BETTER) wl Y" x 1.75" LONG LAG 0.79" JAMB STUD. REFER TO SCREWS @ 12" O.C. PER 1.96 FASTENING SCHEDULE MANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 1-ROLL-UP DOOR JAMB DETAIL METAL WALL SIDING OVER (WOOD SIDING) T/s" OSB WALL SHEATHING. REF DETAIL 1/S-3.0 FOR NAILING REQUIREMENTS %- TRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB (2) 20 SP 02 (OR BETTER) wl Y" x 1.75" LONG LAG 0.79" JAMB STUD. REFER TO SCREWS @ 12" O.C. PER 1 96" FASTENING SCHEDULE MANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 2-ROLL-UP DOOR JAMB DETAIL (HORIZ METAL SIDING) 2x4 WALL GIRT. REFER METAL WALL SIDING wl TO DETAIL 2/S3.3 FOR RIBS RUNNING VERTICALLY. SPACING AND NAILING ATTACH TO WALL GIRT PER REQUIREMENTS DETAIL 3/S-3.3 VCTRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. _ ATTACH TO WOOD JAMB (2) 2x4 SP ti2 (OR BETTER) w/ Y" x 1.75" LONG LAG 0.79" JAMB STUD. REFER TO SCREWS @ 12" O.C. PER 1 96" FASTENING SCHEDULE MANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 3-ROLL-UP DOOR JAMB DETAIL (VERT METAL SIDING) J cE sF----..; LOFTED BARN—FL"RIDA-410=160 MP'ri--FBC 2017 zr No.77209 ', * 0;. STAT'E {Y •-, cam ` ' NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S•02 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Approved b Phllll E RobbIns . Florl a PE��9DD7�0Weather . PROJECT NO: SHEET NUMBER o e Ri 3 —LB S5 DATE: 11-15-2017 DRAwN fiY: KLN .;OEiIO "••• •^ ' r e°0°pppJJJI CHECKEDSY: KLN REVISION: "nnuiuumaa Plan NO. PER172064 Dac 1 12-'�1-17 P C? EhTA B L F �.1 l L 11i 11t4 S SCALE: 1 112"=1'-0