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HomeMy WebLinkAboutProduct Approval {C��?i UG S j�cllj�il 1t`� FLA Manufacturedau:klirg Program Dusines � 1940NoithhfonroeStreet � .} Su to 90A Professional Tallahassee, Florida 32399.0772 Regulation Phone:850,487.1924- Fax:850AIU436 Ken Lawson,Secretary Rick Scott,Governor April 20,2015 Steve Perry WeatherKing-FL 1221 SW Eaculyptus Ave Arcadia, FL 34266 RE: Manufacturer Certification, ID MAF-9749; Expiration Date: April 17,2018 Dear Steve Perry It Is my pleasure to Inform you that WeatherKing- FL, located at 1221 SW Eacalyptus Ave, Arcadia, FL 34266,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and Indicated (on the cover page of the plans]for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website.All site-related installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS(www.floridabuildino.or4)for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuildina.ora to see valuable Information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, r-'`" v—c tf� Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection,Inc. wavonal DeAgn md Unsf-gection 501 North Jackson Ave.Suite 2 Byars Building Russellville, AL 35653 July 24, 2015 Mr.Jim Richmond Florida Department o-11 Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer:Weather King Portable Buildings Plan Number/Nanrie: Lofted Barn Dear Mr. Richmond, Pursuant to the requirements of the Florida Department of Business and Professional Regulations,the above referenced documents have been reviewed for compliance with: 2014 W, 5th Edition 2011 NEC(NEPA 70) These plans comply with Florida Producl Approval Rule 6'I G20-3.006 (FAC). A signed and sealed set of plans are maintained on file in the Third Party Agency of lice of National Design and Inspection. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, John F-arinelli, CSO, MCP,SMP49 WEATHER KING PORTABLE BUILDINGS 760 WESTBROOK ROAD HICKORY, KY 42051 GENERAL NOTES: 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. SUBMITTED SEPARATELY. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL- 2. ILL2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE. BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO 350 INCH POUNDS.THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. 3.WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS:(2014 FBC FIGURE 1609C) Vull=120 MPH VuH=140 MPH Vull=160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpl=t0.18 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 EARTH 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. N'"" °---._ MASTER ANCHORING PLANS FLORIDA FBC 2014 �.� JAN. O�. % AIDi77209-•;* PROJECT NO: SHEET NUMBER DATE 07-21-2015 �A� = ..11 .. 8-0-AP-FL �,LORIOP•••• ingDRAWN D KLN © CHECKED BY: KLN n�nrnma�n"7-t�-�S 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'-W 16'-0- 18'-0- 20'-0' 2Z-W 24W 26'-0- 28'-0° 30'-0- 32'-0' 8'-W 2 2 3 3 - 41��3 10'-0' 2 2 2 3 3 311-2' 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- 29-W 22'-0' 24'-0' 26'-0" 28'-0" 30'-0' 32'-0' 8'-0' 3 3 4 4 - I - - - 10'-0' 3 3 3 3 4 4 - - 11'-2' - - 3 4 4 4 4 5 E51 5 1 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10•-0- 12'-0- 14'-W 16'-0' 18'-0- 20'-0- 22'-0- 24-0- 26'-0- 28'-0- 30'-0- 32'-0- 8'-0' 4 4 5 5 - - 10'-0' 4 4 4 4 5 5 - 11'-2" 4 5 5 1 5 1 5 6 1 6 1 7 7 ° J � �--- MASTER ANCHORING PLANS-FLORIDA-FBC 2014 No.77209 s = PROJECTNO: SHEET NUMBER DATE 07-21-2015 CHECKED Wte,-ather King0 oRAwNBY: KLN S-11-AP-FL REVISION:BY: KLN 7-tr-rs PORTABLE BUILDINGS SCALE: SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING 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" 19-W 20'-0- 2Y-0- 24'-0' 26'-0' 28'-0° 30'-0" 32'-0° 8'-0' 2 3 3 4 - - 10'-0' 2 3 3 3 4 4 - ii=2- 3 3 3 3 4 1 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'-0" 18'-W 20'-0° 22'-0' 24'-0" 26'-0" 28'-0" 30'-0" 32'-W 4 4 5 5 - - 10'-0- 3 4 4 4 5 5 - 4 5 5 5 #5�# 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" V-0- 20'-0- 22'-0" 24'-0- 26'-0' 28'-0' 30'-0- 32'-0" 6 6 - - - - - - - - i 5 5 6 6 - - - - 11'-2" 5 6 6 7 7 8 8 8 9 %° s .. ---- MASTER ANCHORING PLANS--FLORIDA--FBC 2014 N0.7720J PROJECT NO: / c SHEET NUMBER .-Opt 07-21-2015 STATE" DATE -'. •• ,CaR10P' �4%; Weather KiNg Q KLN S-1.2-AP-R. DRAWN BY: CHECKED BY: KLN PORTABLE BUILDINGS REVISIONSCALE: PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA.x 1Ya WIDE GALVANIZED LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS. VERTICALLY.ATTACH TO RIM JOIST ATTACH TO ANCHOR W/SLOTTED ATTACH ANCHOR TO W/(6)10d NAILS MIN. BOLT PER MANUS.SPECS. RIM BOARD Wi Y"0 BOLT W/WASHER (GALV.) N REFER TO SCHEDULEREFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO. FINISH FINISH OUTSIDE GRADE GRADE SKID(TYP) 1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL OUTSIDE 20 GA.x 1Ya"WIDE GALVANIZED SKID(TYP) STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/SLOTTED RECOMMENDED GROUND BOLT PER MANUS.SPECS. RETE _ z a 0 ANCHOR SCHEDULE CONCTIE DO ANCHOR FINISH M p v SOIL GRADE w J 0 ANCHOR DESCRIPTION REFER TO SCHEDULE K m CLASS FOR SPACING(TYP) y a j %8 0 ROD x 48"LONG w/(1)6"HELIX %"0 ROD x 48'LONG w/(i)6'HELD( 4a %-0 ROD x 48"LONG w/(2)4"HELIX EYE ANCHOR-WO 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. ATTACH ANCHOR TO \ CONCRETE SLAB ON CONCRETE W/%"DIA. GRADE BY OTHERS. EXPANSION BOLT W/ 4"MIN 3"EMBEDMENT(TYP) 3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL "' l"liA°°"kMASTER ANCHORING PLANS—FLORIDA—FBC 2014 '- s j* N0.77209 . J PROJECT NO: SHEET NUMBER STATE DATE 07-21-2015 2014Al; © DRAWN BY: KILN S-21-AP-FL ii3O SIQ ,,0Ww----alm-herKing CHECKED BY: KLN PORTABLE BUILDINGS REVISION: SCALE:1'=11-0 PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA.x 1Ya WIDE GALVANIZED LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS. VERTICALLY.ATTACH TO RIM JOIST ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED OUTSIDE BOLT PER MANUR SPECS. FINISH RIM BOARD W/Ye 0 SKID(TYP) GRADE BOLT W/WASHER (GALV.) FINISH GRADE N REFER TO SCHEDULE ± REFER TO SCHEDULE °1 FOR ANCHOR IN FOR ANCHOR INFO. OPTIONAL 16°x16"x4"SOLID MASONRY OPTIONAL 16"x16"x4"SOLID MASONRY BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TYP) 1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'-0' 12'-0' 14'-0' 16'-W 18'-0" 20'-0' 22'-0' 24'-0' 26'-0' 28'-0' 30'-0' 32'-0' 2 3 3 3 - - - 10'W 2 2 2 3 3 3 11'-2' - 3 3 1 3 3 3 3 3 1 3 1 4 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. ,, J,""L'N'", --- �� ��FLORIDA FBC 2014 MASTER ANCHORING PLANS 1N p .(� . yt;• Na77209 PROJECT NO: SHEET NUMBER STAT£ DATE 07-21-2015 ■/{,'��� '//J►'//►) /A.�P p•:,A4 OF ®■ DRAWN BY: V `f� / U R. ,. O...... •• ,,5` Weather 7 mnigO CHECKEDBY: KLN � . � � PORTABLE BUILDINGSREVISION: SCALE:1"=1'-0 WEATHER KING PORTABLE BUILDINGS Iq®P ---� 760 WESTBROOK ROAD 0APPROVED" HICKORY, KY 42051 L DOCUMENT GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS: 1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE%e"O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND THE 2014 FLORIDA BUILDING CODE(FBC). THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS.THESE ITEMS MAY BE 11.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE RISK CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL. 2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL,OR 29 GA.METAL SIDING. WEATHER KING PORTABLE BUILDINGS IS NOT ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS. MANUFACTURE. 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED FLOOR:40 PSF SYP N2,OR BETTER. LOFT:10 PSF 1.THE FOUNDATION AND TIE-DOWN SYSTEM 3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ROOF:20 PSF j 13.ALL WOOD FRAMING IS TO BE TO BE SPF 92 OR BETTER, 2.RAMPS,STAIRS,AND GENERAL ACCESS 4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE UNLESS NOTED OTHERWISE. 3.WIND LOADS ARE BASED ON THE FOLLOWING: FACILITIES'(RISK CATEGORY 1)AND SHOULD NOT BE ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE%TREATED PLYWOOD. (2014 FBC FIGURE 1609C) UN-TREATED T&G PLYWOOD FLOORING MAY BE USED Vult=160 MPH 5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A WHERE THE BOTTOM OF THE FLOORING IS OVER 1 B"ABOVE NOMINAL WIND SPEED,Vasd=124 MPH 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I THE GROUND. RISK CATEGORY 1 STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. EXPOSURE CATEGORY C 15.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, INTERNAL PRESSURE COEFFICIENT: S.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCpi=tO.18 GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS 8 CLADDING: GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR FASTENING BASED ON CONNECTION AND LOCATION OF LOAD COMBINATIONS IN FBC SECTION 1605. 7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2014 FLORIDA BUILDING CODE IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE TABLE 2304.9.1,UNLESS NOTED OTHERWISE. EFFECTIVE WIND AREA,Ae=10 Flt USED IN OTHER LOCATIONS. ROOF-ZONE 1= 32.2,-51.1 PSF 17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. ROOF-ZONE 2= 32.2,-88.9 PSF B.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT ROOF-ZONE 3= 32.2,-131.5 PSF DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA 18.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT WALL-ZONE 4=55.B,-60.5 PSF OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY SHINGLES CONFORMING TO ASTM D3161(CLASS F) WALL-ZONE 5=55.8,-74.7 PSF WITH THE MANDATORY W INDBORNE DEBRIS IMPACT STANDARDS OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS. OF THE 2014 FBC. 4.CONSTRUCTION TYPE: V-B 19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO 9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN SUBJECT TO LOCAL JURISDICTION APPROVAL. CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE 2014 FBC. LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2014 PROJECT NO: SHEET NUMBER Date '//Zt/ ' DATE: 07-21-2015 J Plan No. `��d = ^.hi't^2.. lixin S-0-LB-FL DRAwN BY: KLN Approved By V�fC/C _ ROL CHECKED BY: KLN ~a,�p`fy.^'Jr(r+���,� ;'\ y;•'4 o n' "� john Farincill REVISION: SCALE:NONE7 Boih{— nafIvWa Ct"Ificelc PORTABLEBUgLDIqA FASTENING SCHEDULE FASTENING SCHEDULE (CONT.) CONNECTION FASTENING"' LOCATION CONNECTION FASTENING"' LOCATION 3-Sd COMMON(2;5'z 0.131') 3-10d COMMON(3'x 0.148r) 1.JOIST TO SILL OR GIRDER(SKID) 3-3'x 0.131'NAILS TOENAIL 15.COLLAR TIE TO RAFTER 4-3'x D.131'NAILS FACE NAY. 3. -3'14 GAGE STAPLES 4.3'14 GAGE STAPLES 2-Bd COMMON(2)Y z 0.131-) 3-16d COMMON(W.D.162) 2.BRIDGING TO JOIST 2.3'x 0.131"NAILS TOENAIL EACH END 16.JOIST TO SAND JOIST 4-3'.0.131'NAILS FACE NAIL 2-3.14 GAGE STAPLES 4-3.14 GAGE STAPLES 16d(3)4'x 0.135')AT 16'0.0 6d 3.SOLE PLATE TO JOIST OR BLOCKING 3'x 0.131'NAILS AT B'O.C. TYPICAL FACE NAIL )4'AND LESS 2�'z 0.113'NAILS' 17.WOOD STRUCTURAL PANELS' 1%'1B GAGE' 3°14 GAGE STAPLES AT 12'O.C. SUBFLOOR,ROOF AND WALL Bd OR 6d' 2.16d COMMON(3)4'x 0.162' SHEATHING(TO FRAMING) 4.TOP PLATE TO STUD 3-3'x0.131'NAILS END NAS. 3v TO 3' 2Yrz0,113'NAILS' 3.3'14 GAGE STAPLES 2"x 16 GAGE 4:Bd COMMON(2)4'z 0.131') 18.PANEL SIDING(TO FRAMING) )4'OR LESS 6d: 4 3'x 0.131'NAILS TOENAIL 3-3'14 GAGE STAPLES y5 Bd S.STUD TO SOLE PLATE 2-16d COMMON(W x 0.162') ' 3.3'x 0.131'NAILS END NAIL a.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. 3-W14 GAGE STAPLES b.NAILS SPACED AT 6 LACHES ON CENTER AT EDGES,12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE 16d(W.0.136 AT 24'O.C. m COMMON OR FORMED SHANK 6dARE 48 INCHES OR MORE-�2'xLS FOR WALL0.ilr 8U 2y'0131';lDd PERMITTEDHEATHING ARE 3 x O. 8'). BE COMMON,BOX,OR CASING. 6.DOUBLE STUDS 37.0.131'NAYS AT B'O.C. FACE NAIL d.COMMON(fid-2'z 0.113';Bd-2y'x 11.131';10d-3'x0.148'). 3'14 GAGE STAPLES AT S'O.C. e.DEFORMED SHANK(Gd-2x0.113`,8d-2y='x 0.137;10d-3"x 0.148-. 16d(374-x0.13G)AT16'O.C. L GORROSKrI-RESLSTANTSEDING(6d-1%'x 0.106';Bd-2}e x0.128')CR CASING(Ed-2•x 0.699';Bd-2K'x 0.113')NAIL 3'x 0.131'NAGS AT 12'O.C. TYPICAL FACE NAIL g.FOR ROOF SHEATHING APPLICATIONS ad NAILS(2W x 0.113')ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. 3'14 GAGE STAPLES AT 17 O.C. h.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF%e INCH. 7.DOUBLE TOP PLATES 8-16d COMMON 3Yy'x 0.162 L FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8INCHES AT INTERMEDIATE SUPPORTS. 12-3'x 0.131'NLS LAP SPLICE 1.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,81NCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND 12-W 14 GAGE STAPLES WALL SHEATHING AND 31NCHES ON CENTER AT EDGES,6INC HES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. 2:13d COMMON k.FASTENERS SPACED 41NCHES ON CENTER AT EDGES.8 INCHES AT INTERMEDIATE SUPPORTS. 8.TOP PLATES,LAPS AND 3 3'x 0.131'NAILS FACE NAIL INTERSECTIONS 3-3 14 GAGE STAPLES 9.CONTNUOS HEADER(2)PIECES 18d COMMON(3W x 0.162) 16'O.C.ALONG EDGE 10.CEILING JOISTS TO PLATE 5-3x0.91ONIAff 0.131 TOENAIL ��� 5-3'14 GAGE STAPLES 11.CONTINUOS HEADER TO STUD 4-8d COMMON(2)i'x 0.1313 TOENAIL F!d{C9PRi'16/ED" 3-Bd COMMON(2J4'x 0.131') "APPROVED" ENT12.RAFTER TO PLATE 3-3-x D.13Im KAIS TOENAIL 3-3'14 GAGE STAPLES IEd COMMON(V,'x 0.762') 24'O.C. 13.BUILT-UP CORNER STUDS 3'x 0.131'NAILS 16'O.C. 3'14 GAGE STAPLES 16'O.C. 20d COMMON(4'.0.1924)AT 32'O.C. FACE NAIL AT TOP AND BOTTOM 3`x 0.131'NAILS AT24'O.C. STAGGERED ON OPPOSITE SIDES 3.14 GAGE STAPLES AT 24'O.C. 14.BUILT-UP BEAMS 2-20d COMMON(4'x 0.192' 3-3'x 0.131'NAILS FACE NAIL AT ENDS AND AT 3-3 14 GAGE STAPLES EACH SPLICE LOFTED BARN--FLORIDA-41ND=160 MPH--FBC 2014 - PROJECT NO: SHEET NUMBER fyCyt DATE: 07-21-2015 1 R d tan No. KLN R A 9_LY_R. DRAWN BY: 'g APAroved Ely �1Wea+her Kingphbct, CHECKED BY: KLN ��fg�QEVPLL Ga�'o- John Farinclt REVISION: SCALE:NONE ��P47tasrnee1111111`�.��y I°O114�J B+JdLl11()plans udnlsilCf FIDYIda CarT71(C01e SMP49 PORTABLE B 1 9 I L D I G i I 32'-0"MAX LENGTH(11'-2"WIDE) 20'-0'MAX LENGTH(10'-0°WIDE) 16'-0"MAX LENGTH(6'-0-WIDE) ga 4� i l l l l l l l l l l l l l l l l l l l OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2'WIDE BUILDINGS ONLY) II I I I I I I I I I I I I INSIDE 4XG TRTD SKID [V OUTSIDE 46 TRTD SKID (REQ'D FOR 11'-2'WIDE I I ( I I I I I I I I I I BUILDINGS ONLY) TREATED RIM JOISTDI CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE) (TYP) "APPROVED" ED" CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE) �ti-&`GGR.d V Fr9J (SPLICED JOISTS ARE NOT PERMITTED) DOCUMENT TYPICAL FLOOR FRAMING PLAN LOFTED BARN-FLORIDA-WIND=160 MPH--FEC 2014 - PROJECT No: SHEET NUMBER Hate .7Fj T" DATE: 07-21-2015 PIIIn No:_ DRAWN BY: KLNS-1.0—LB-R. ' Weather m"in Ap�mrovcd DV—LV�'i�1C ��. CHECKED BY: 's.,,t➢�x^C`=v,°.. � - KLN John FarinelFiPORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE -7_}3-�� k9GCutar Fiuik,+in�pbns�Eanm�ner flcriva:C®Ailicale SMP49 32'-0"MAX LENGTH(11'-2-WIDE) 20'-0"MAX LENGTH(10'-0-WIDE) 4'-0"OR 6'-0" PORCH M a 2x4 STUD WALL TREATED RIM JOIST o ABOVE (TYP) 3 S�2 OUTSIDE 46 TRTD SKID (REO'D FOR 11'-2"WIDE BUILDINGS ONLY) N q I I INSIDE 4x6 TRTD SKID 0 OUTSIDE 46 TRTD SKID (REO'D FOR 11'-2"WIDE SPAN OF TRTD I I BUILDINGS ONLY) PORCH DECKING TRTD POST CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2-WIDE) NDI 4x ABOVE(TYP) CONT.2x6 TREATED FLOOR JOISTS @ 10"O.C.MAX(10'WIDE) "APPROVED"ED" �p^..fy�4J (SPLICED JOISTS ARE NOT PERMITTED) 7" yt1 �Ap�T S32 TYP LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) v LOFTED BARN-FLORIDA-WIND=160 MPH--FEC; 2014 PROJECT No: SHEET NUMBER par % 5C— DATE: 07-21-2015 `... _ Ptsn No DRAWN BY: KLN S-1.1—LB—R. AppravMl By a� her KG7 CHECKED BY: KLN Weat ing -.1. Jobn F e,cn 0 O�^y �p—p@,B�g pp BUILDINGS 00�� ®® Ng�� REVISION: SCALE'NOT TO SCALE 7-13_x( 6!cylular pviitlinnchins Etarn�ncr FicrMa Certificelc Slif'ag Pl..6�0�l6..d L E LJ RJr 1 L I�Q 0'� i 32'-0"MAX LENGTH(11'-2°WIDE) 20'-O"MAX LENGTH(10'-0"WIDE) o TREATED RIM JOIST 4 (TYP) OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2°WIDE BUILDINGS ONLY) cV INSIDE 4x6 TRTD SKID /I> �t 4 0 OUTSIDE 46 TRTD SKID O (REQ'D FOR 11'-2"WIDE tY BUILDINGS ONLY) 3 I a 5-32 OPP 20 STUD WALL 4x6 TRTD POST 1 2 ABOVE(TYP) CONT.2x4 TREATED FLOOR JOISTS @ 16'O.C.MAX.(8'&11'-2"WIDE) ABOVE(TYP) S•3.2 $�,2 \-CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE) SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED) 12'-0"MAX PORCH PORCH DECKING D6 "APPROVED" SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) DOCUMENT LOFTED BARN-FLORIDA-®MIND®160 MPH--FEC 2014 y PROJECT NO: SHEET NUMBER DATE: 07-21-2015 i78P2 �' /�/ > We' ather '_—�-.Plan �3',(. - DRAWN BY: KLNS-1.2-LB—tt th AM10%,ed By 'Y.Uh/ C� CHECKED BY: KLN Mgdulzr B.'idinJqM FarinelA P O RTA B L E BUILDINGS REVISION: SCALE:NOT TO SCALE 9 Ptana E:aresmer.Florida)nt icate SPAP@p 32'-0"MAX LENGTH HDI HDI a 4-0 2x4 STUD WALL «APPROVED), o ABOVE(TYP) DOCUMENT 3 II SJ2 OUTSIDE 4x6 TRTD SKID N INSIDE 4x6 TRTD SKID +i OUTSIDE 46 TRTD SKID SPAN OFTRTD PORCH DECKING TREATED RIM JOIST 4x6 TRTD POST 1 2 (TMP) CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX. ABOVE(TYP) $-32 S,3 2 (SPLICED JOISTS ARE NOT PERMITTED) 12'-0" DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) LOFTED BARN --FLORIDA--WIND-160 MPH--FRC 2014 PROJECT NO: SHEET NUMBER " r = DATE: 07-21-2015 131; KLN AACpapJurolrvreBdu.iDiCying)tans Ef?rmCeitirit�te ShlP4�( CHECKED BY: KLN -1.3-LB-FL 5 WeatherJaFnfwI7EI REVISION:B I6DINPS SCALE:NOT TO SCALE -- I i 32'-0'MAX LENGTH r R DI "APPROVED" DOCUMENT OUTSIDE 46 TRTD SKID iv q, INSIDE 4x6 TRTD SKID in +! OUTSIDE 4x6 TRTD SKID TREATED RIM JOIST (TYP) CONT.2x4 TREATED FLOOR JOISTS @ 12"O.C.MAX. (SPLICED JOISTS ARE NOT PERMITTED) LOFTED BARN GARAGE FLOOR FRAMING PLAN(OPTIONAL) LOFTED BARN --FLORIDA -®WIND=160 MPH--FRC 2014 PROJECT No: SHEET NUMBER DATE: 07-21-2015 1 an r1o. 44'_ DRAWN BY: KLN Weather ingS-1.4-LB-R. Approved By. �"+ a �✓� CHECKED BY: KLN PORTABLE OyiBUILDINGS ®LIN - REVISION: SCALE:NOT TO SCALE MoOuriv Buiwing FlanEaam,nr FlwdCertilicate SMP49 i 32'-0"MAX LENGTH(11'-2"WIDE) 20'-0"MAX LENGTH(10'-0"WIDE) 16'-0"MAX LENGTH(8'-0"WIDE) q �}NDI "APPRO V EDl/ - - - - - - - - - DOCUMENT V) r O m RIDGE — FASTEN ROOF SHEATHING TO g FRAMING AT 6 INCHES O.C.AT iv EDGES AND IN THE FIELD,UNO. r REFER TO FASTENING SCHEDULE mFOR ADDITIONAL INFORMATION. -0" VARIES SHOP-BUILT ROOF TRUSSES AT 24'0.C.REFER TO SHEET S-2.2 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. ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM LOFTED BARN-+L0RlDA--WlND=160 MPH--FEC 2014 PROJECT No: SHEET NUMBER • �, / AFgrdoved DATE: 07-2 1-2015 DatePian oRawJ BY: KLN 0y Weather CHECKED BY: S-1.5-LB-FL Jnln Fniinelh REVISION: KLN SCALE:NOT TO SCALE MoLuw Bu•ik ig PUns EAumni l FlaMa CenificatP Imp.n %6"OSB DECKING W/ %6"OSB DECKING W/ ASTM D3161 CLASS F OR ASTM D3161 CLASS F OR ASTM D7158 CLASS H ASTM D7158 CLASS H ASPHALT SHINGLES OR ASPHALT SHINGLES OR 29-GAGE METAL ROOFING 29-GAGE METAL ROOFING SHOP BUILT TRUSS @ 24°O.C. SHOP BUILT TRUSS @ 24"D.C. (MATCH STUD SPACING) %6"OSB DECKING @LOFT AREAS. (MATCH STUD SPACING) %6"OSB DECKING @LOFT AREAS. SEE SHEET S2.2 FOR FASTEN TO LOFT FRAMING AT SEE SHEET S2.2 FOR FASTEN TO LOFT FRAMING AT ADD'L INFORMATION. 6°O.C.AT EDGES AND IN THE FIELD. ADD'L INFORMATION. 6°O.C.AT EDGES AND IN THE FIELD. REFER TO FASTENING SCHEDULE. REFER TO FASTENING SCHEDULE. PROVIDE CONT.METAL PROVIDE CONT.METAL DRIP EDGE AT EAVES DRIP EDGE AT EAVES AND GABLE ENDS. a AND GABLE ENDS. w REF.DETAIL 3/S-3.0(TYP) REF.DETAIL 3/S-3.0(TYP) 2x4 STUDS 2x4 STUDS c@ 24°O.C. 2x4 LOFT JOIST @ 24"O.C.(8'WIDE) r' @ 24'O.C. 24 LOFT JOIST @ 24"O.C. 2x6 LOFT JOIST @ 24"O.C.(10'WIDE) c n 6/6"TI-11 SIDING, in "T1-11 SIDING, %'LP SMARTSIDE %-TREATED PLYWOOD b %'LP SMARTSIDE %-TREATED PLYWOOD PRECISION SERIES FLOOR DECKING.FASTEN PRECISION SERIES (4)4x6 TRTD SKID FLOOR DECKING.FASTEN 190 SIDING,OR TO FLOOR FRAMING AT 190 SIDING,OR TO FLOOR FRAMING AT 29 GA METAL SIDING 6"O.C.AT EDGES AND IN 29 GA METAL SIDING 6"O.C.AT EDGES AND IN THE FIELD.REFER TO FASTENING THE FIELD.REFER TO FASTENING SCHEDULE FOR ADD'L INFO. O10D SCHEDULE FOR ADD'L INFO. o p (2)4x6 TRTD SKID ±5W 2x4 TRTO FLOOR JOISTS @ 16°O.C.MAX(8'WIDE) t 5-4" 3 0 8'-0'OR 10'-0" 2x6 TRTD FLOOR JOISTS @ 16°O.C.MAX(10'WIDE) 11'-2" 2x4 TRTD FLOORJOISTS @ 16"O.C.MAX wp b WOR 10'WIDE 11'-2"WIDE NOTES FOR METAL WALUROOF PANELS: r NDI _ 1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY. 11��LNtl9 2)METAL PANELS ARE TO BE ATTACHED TO WOOD FRAMING "APPROVED" IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3. a'�p p{ 3)METAL PANELS ARE TO BE SCREWED TO RIM BOARDS @ 9"O.C. DOC V MEW NOTE:REFER TO FASTENING SCHEDULE ON SHEETS-0.1 BUILDING SECTION FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. ti LOFTED BARN--FL 'uo' RIDA--WIND--160 MPH--FEC 2014 PROJECT NO: SHEET NUMBER y DATE: 07-21-2015 ,� Oa.c 7;2Y .i Pnn No_•=� sit R \. G Weather KingDRAWN D KILN S-2.0-LB®FL Approved 8y- _ "C� �) KLN CHECKED BY: JohnFarinnlil Jr''raxrQre vee=-° 7•)3-r� Mcdntar UuMing Plan+Examnier Flauln Cei ilicQU SMP49 PORTABLE B U i L D I G,� REVISION: SCALE:NOT TO SCALE ROOF TRUSS ROOF TRUSS RSFER TO DETAIL 5 ON 2x4 STUDS @ 24'O.C. REFER 3.DETAIL 5 ON 2x4 STUDS @ S3.O.C. SHEET S3.1 FOR STRAP REF DETAIL 1/S3.3 SHEET C FOR STRAP REF DETAIL 1/S3.3 ATTACHMENT.(TYP) ATTACHMENT.(TYP) 2x4 TOP PLATE 2yj-20 GA METAL 2Ys"-20 GA METAL F}RACING STRAP BRACING STRAP ATTACH STRAP TO EACH REQUIRED FOR 2x4 TOP PLATE REQUIRED FOR STUD W1(2)8d NAILS MIN. METAL WALLMETAL WALL (TYP) SIDING ONLY(TYP) 4'-0'MAX SIDING ONLY(TYP) OPENING 6'-0'MAX OPENING REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP ATTACHMENT.(TYP) ATTACHMENT.(TYP) 8'WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL ROOF TRUSS (10'WIDE SIMILAR) ROOF TRUSS 2x4 STUDS @ 24'O.C. 2x4 STUDS @ 24'O.C. REFER TO DETAIL 5 ON REF DETAIL 1/S3.3 REFER TO DETAIL 5 ON REF DETAIL 1/S3.3 SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP ATTACHMENT.(TYP) 2x4 TOP PLATE ATTACHMENT.(TYP) 2x4 TOP PLATE OPTIONAL WINDOW '-20 GA METAL 36'WIDE MAX(TYP) �"-20 GA METAL BRACING STRAP BRACING STRAP ATTACH STRAP TO EACH REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FOR METAL WALL STUD W/(2)Bd NAILS MIN. METAL WALL STUD W/(2)8d NAILS MIN. (NP) SIDING ONLY(TYP) SIDING ONLY(TYP) (TYP) X REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON SHEET S3:1 FOR STRAP SHEET S3.1 FOR STRAP ATTACHMENT.(TYP) ATTACHMENT.(TYP)ll INIV NDI 8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL j "APPROVED" (10'WIDE SIMILAR) i DOCUMENT LOFTED EARN --FLORIDA; ®WIN®=160 MPH--FEC 2014 PRaecT No: SHEET NUMBER Plan No.��C` DATE: 07-21-2015 z DRAWN BY: KLN KLN S-2.1-LB-FL y��s A gds p®� C) "u.•l; } AP>rroved fl� v .Y� 5i �$ CHECKED BY: f 1"t"l+%trrcc"r0\ 1.tafula Bulhln g Ptu:a Ecvrnrnrr FlorrW CMilicare SMP49 �'� 0 REVISION: SCALE:NOT TO SCALE { t 2x4 TRUSS 2x4 TRUSS GENERAL NOTES: MEMBER(TYP) 2x4 TRUSS MEMBER(TYP) q�1 2x4 TRUSS 1.REFER TO SHEET S-0 FOR DESIGN LOADS. ^NO LATE (TYP) 2 PLATE (TYP) 2.MAXIMUM TRUSS SPACING=24°O.C.3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOODSHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. �� ———— SEE NOTE 10 ———— 5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) PRESSED IN PLACE EACH SIDE OF TRUSS. 6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 HORIZ: 122 LBS. HORIZ: 127 LBS. COMPONENTS AND CLADDING WIND PRESSURE. UPLIFT: -195 LBS. UPLIFT: -278 LBS. GRAVITY: 216 LBS. GRAVITY: 297 LBS. 7.DEFLECTION MEETS U240 LIVE LOAD AND L/180 TOTAL LOAD. 8'WIDE LOFTED BARN TRUSS 11'-2"WIDE LOFTED BARN TRUSS 8.LOAD DURATION ADJUSTMENT FACTORS: LIVE:1.25 WIND: 1.60 9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS MEMBER(TYP) 10.HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. 3:1p3° 2x4 TRUSS REFER TO SHEETS S-2.0 AND S-3.0 FOR LOFT JOIST SIZE,AND a PLATE (TYP) ATTACHMENT INFORMATION. o up, bN >I`. DI _SEE NOTE 10 "APPROVED" ------------ 4.f'll'4aiJMEN MAX REACTIONS HORIZ: 121 LBS. UPLIFT: -250 LBS. GRAVITY: 270 LBS. 10'WIDE LOFTED BARN TRUSS L® ® BARN--FL0RlDA--WlND=160 MPH--FRC 2014 43 PROJECT NO: SHEET NUMBER DATE: 07-21-2015 - Date--17Y-2,/ .rLan No �--� Weather KingDRAWN BY: KLN S-2.2-LB-FL Ry d' {, CHECKED BY: KLN Jahn Farinelli �' a REVISION: SCALE:NOT TO SCALE '3•'"°4:.a;..pi�,,,„„,<a modular Building Mans Examiner Florida Certificate 5 a0 PORTABLE OSB ATTACH T7-11 OR ATTACH LOFT JOIST RI S2 ODFOR DECKING. LP FRASIDMING W/ d WALL TO TRUSS W/ ATTACHMENT. FRAMING W!8d NAILS CONT.2x TREATED RIM BOARD @ 6.O.C.IN FIELD W/3"NAILS @ 6"INTO BRIDGING (5)10d NAILS MIN &ALONG EDGES. &(3)3"NAILS TOENAILED INTO SKID (4)3"TOE NAILS METAL DRIP EDGE. LOFT JOIST (SPACE NAILS AT FLOOR JOIST 3"O.C.ALONG PANEL INTO SKID ATTACH TO ROOF EDGES AT ENDWALLS) w/1"x%a"STAPLES (3)3"NAILS THROUGHNDI @ 12"O.C. BOTTOM PLATE "APPROVED" SIMPSON MTS16 INTO EACH STUD DOCUMENT STRAP w/(7)10d x 1Y2" CONT.2x4(RIPPED) NAILS(MIN)IN EACH 3°NAILS @ 8' U RAP w/(2)3"NAILS INTO END OF T AT EACH TREND OF E STS. CONT.2x4 TREATED BRIDGING O SKID EACH TRUSS W/(5)3"NAILS IN EACH SKID Zai TOE NAIL TRUSS/JOIST (3)3"NAILS Z TO TOP PLATE W/ 2x4 TOP PLATE (4)10d NAILS MIN 1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL #10 x 1Y;'WOOD SCREW 2x4(TYP) EACH SIDE OF EVERY MAJOR ROOF TRUSS TOP PLATE 3"NAILS @ ENDWALL HEADER FOR OPENINGS UP TO 6'-0". RIB. ALIGNED WITH 8"O.C. SIDEWALL HEADER FOR STUD ON ONE OPENINGS UP TO 4'-0". SIDE OF WINDOW (2)2x4 w/�/s"OSB FLITCH PLATE SIDEWAFASTENING PATTERN AT ENDLAP NOTE: (1)2x4,FLAT NOTE: OPENINGS HEADER FOR ALL MEMBERS ALL MEMBERS OPENINGS UP TO 8'-0". 010 x 1Y2'WOOD SCREW ARE 2x4OR ARE 2x4,UNO (2)2x6 w!7/e"OSB ONE SIDE OF EVERY MAJOR RIB. FLITCH PLATE SIDEWALL HEADER 38"MAX (3)3"NAILS 25"MAX FOR OPENINGS (TYP) UP TO 8'-0" NOTES: 1.PROVIDE 2x4 CRIPPLE STUD UNDER EACH END OF STUD HEADER.NAIL TO ADJACENT STUD PER FASTENING FASTENING PATTERN AT INTERIOR OF PANEL SCHEDULE.TYPICAL AT ALL OPENINGS. 2.SEE FASTENING SCHEDULE NOTE#14 FOR FASTENING DETAIL an ENDWALL DETAIL(a7 SIDEWALL OF HEADER ASSEMBLIES,UNO. 4-METAL PANEL FASTENING DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE LOFTED BARN--FL0RlDA--WlND=160 MPH--FEC 2014 NOTE. REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER INFORMATION NOT NOTED ON THIS SHEET. DATE: 07-21-2015 J. n �3-�rD91$ ✓S'�% `Ph+n r�ao.���J_—,--- r^. DRAWN BY: KLN CHECKED BY: KLN _3s0 _LR Weather King _FL s ' ,01, 'q John fwrinclA PORTABLE 13U 6 L D B M G S REVISION: SCALE:1"=1'-0 M,xh,L-r Ca14Uinti P!.,nr.E.xnmm",Awo.V,nifwAlt,StiP49 ROOFTRUSS TOP JO NTT CONT.2x VARIES(SEE PLAN) Y P TOP PLATE L-F Li 1117F 2x4 SPLICE TREATED 2x4 x 6'-0"LONG (10)8d NAILS PLATE SPLICE PLATE CENTERED EACH SIDE ON SPLICE,EACH SIDE OF OF JOINT SKIDTRE4x6 STUD SKID w!2 ROWS 10d NAILS (fYP) 24" MAX 24" MAX @ 4"O.C.STAGGERED SKID NDI 1-WALL TOP PLATE SPLICE DETAIL RAP AND GA STEEL STRAP. 2-SKID SPLICE DETAIL "APPROVED" SIMPSON MTS16 ATTACH TO JOIST DOCUMENT LS STRAP w!(7)10d x 1Y" %e OSB DECKING. EACH SIDE F JOIST. 9 NAILS(MIN)IN EACH REF S2.0 FOR END OF THE STRAP ATTACHMENT. TOP PLATE AT EACH TRUSS. 2Y2"-20 GA STEEL STRAP. WRAPAROUND /—LOFT JOIST WRAP OVER WALL TOP 3"NAILS PORCH HEADER. PLATE.PROVIDE(3)8d@ 8"O.C. 2x4 STUD NAILS INTO TOP OF PLATE. (END WALL) PROVIDE(5)10d NAILS MIN INTO STUD/SIDE OF PLATE. (2)2x4 STUDS (SIDE WALL) PORCH POST BEYOND. 2x4 TOP PLATE EXTENDED \& REF DETAILS ON FROM BUILDING SHEET S3.2 FOR ADO'L INFO. 2x4 TRTD BEAM ATTACHED TO EXTENDED TOP PLATE. 1`1 (2)3"NAILS REF.FASTENING SCHEDULE .. AT 8"O.C. FOR ATTACHMENT. STUD NOTE:REFER TO 3/S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL 3-PORCH EAVE DETAIL SCALE=1Y2"=1 0" SCALE=1Y2"=1'-0" Z1 , LOFTED BARN--FL0RlDA--WlND=160 MPH--FEC 2014 .i' .S. NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER c INFORMATION NOT NOTED ON THIS SHEET. ., — f a DATE: 07-21-2015 t! m Dr3tr. 7��//S PlynNa. 42�j�,�+39 LL-.1.x..1 Ir`� DRAWN BY: KLN —3.1-LB-FL AWro.vpd Weather Ki ng( CHECKED BY: KLN -.X3-4 —� JV ohn Faii—Ir. PORTABLE BU0LDINGS REVISION: SCALE:1"=V-0 kindidar n.0,14m cF r .a ,0. "IKIP,113 SIMPSON MTS16 SIMPSON MTS16 (2)%"x 6"LAG STRAP,REF 3/S3.1 STRAP.REF 31S3.0 SCREWS THROUGH (TYP) (TYP) TOP PLATES INTO ROOF TRUSS 46 P.T.POST (TYP) P.T.PLYWOOD CEILING AT PORCH ONLY. (2)5/6"x 6"LAG LOFT JOIST 4x6 P.T. SCREWS THROUGH (TYP) POSTTOP PLATES INTO 46 P.T.POST P.T.1x PORCH BOARDS w/(2)3"NAILS INTO CONT.2x P.T. EACH FLOOR JOIST RIM JOIST 2x4 TRTD BEAM ATTACHED TO TOP PLATE EXTENDED EXTENDED TOP PLATE. \ CUTcORNER TO PORCH POST 4x6 P.T. REF.FASTENING SCHEDULE STUDS SHORT POST FOR ATTACHMENT. TO SUPPORT (6)3"NAILS(MIN) PORCH BEAM FROM END JOIST 4x6 P.T.SKID INTO CORNER POST P.T.1x PORCH BOARDS SOLE PLATE 1-CORNER PORCH POST DETAIL EACH NAILS H FL ORJ Ios� STUD WALL (�P) 4x6 P.T. POST P.T.Ix PORCH BOARDS w/(2)3"NAILS INTO CONT.2x P.T. EACH FLOOR JOIST RIM JOIST REF DETAILS 1&2/S3.2 4x6 P.T.SKID FOR POST BASE ATTACHMENT FLOOR JOIST (TYP) (6)3'NAILS(MIN) 4x6 P.T.SKID PORCH VARIES(SEE PLAN) FROM JOIST INTO POST N®1 NOTE:REFER TO DETAILS 1/S3.2 AND 2/S32 FOR INFO NOT SHOWN. "APPROVED" NOTE:REFER TO 1/S3.2 FOR INFO NOT SHOWN. DOCUMENT OC MEN T 2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION le �V 9 J - L0*FTED BARN-FLORIDA-WIND=160 MPH--FBC 2014 NOTE: REFER TO FASTENING SCHEDULE ON SHEET S•0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER INFORMATION NOT NOTED ON THIS SHEET. - y� ® DATE: 07-21-2015 e Dmie 7�Zd Plan P•fo: .i+� :�•i�+ ' DRAWN BY: KLN ®�2e-i�Y®� i� t 4 Approved fly CHECKED BY: KILN i John Faiinelll SCALE:1"-1-0POR A -E BUILDINGS �-�.3'�� Moifu4v OLLWIng Slans Ezammar Flariaa Certi ira ^,aea� ROOF TRUSS %e"OSB ROOF DECKING 2x4 STUDS(FLAT) Q 24'O.C.TOENAIL TO TRUSS T.C.w/ (2)3-NAILS CONTINUOUS ALUMINUM Z-BAR LOFT JOIST FLASHING AT HORIZONTAL SIDING JOINT.ATTACH TO 2x4 TOP PLATE FRAMING w/1'x3/a" STAPLES @ 12'O.C. 2x4 STUDS SIDING(TYP) @ 24'O.C. 1-TYPICAL END WALL DETAIL Dor,UENT LOFTED BARN --FLORIDA--WIND--160 MPH--FBC 2014 i� r NO REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT - PROJECT N0: SHEET NUMBER INFORMATION NOT NOTED ON THIS SHEET. � DATE: 07-21-2015 Weather King i .r' J pyxOYe(1 By! f J. S,323,11% DRWN BY:CHECKED BY: KLN _ FL ohn Fnr nclA PORTABLE BUILDiNGS REVISION: SCALE:,"=,'-o Modular Bulldiriy Plan.EInn inur.Florida Czaificali:Siam DECORATIVE TRIM rr--1� --- r---I PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING I AT SIDING HORIZONTAL JOINTS. ATTACH TO FRAMING w11"x%" STAPLES AT 12"O.C.(TYP) FRONT ELEVATION OOR AND wlNDow LOCATIONS SIDE ELEVATION VENT.ATTACH PER VARY PER CUSTOMER. Zll MANUFACTURER SPECIFICATIONS.(TYP) Nq �y -= DI "APPROVED" DOCUMENT PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS. L L—J JATTACH TO FRAMING wl 1"xNOTE: 3/a STAPLES AT 12°O.C.(TYP) WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW,DOOR,AND TRIM MAY VARY PER CUSTOMER REQUEST. OPTIONAL DOOR OR WINDOW. LOCATIONS VARY PER CUSTOMER. REAR ELEVATION LOFTED BARN --FL0I A--WlN®=160 MPH--FBC 2014 PROJECT NO: s SHEET NUMBER RJo. SA DATE: 07-21-2015 Weather Kingi/A� B-FL 1 LDRAwN BY: KLN � ur o rproved By CHECKED BY: KLN Jolin Farinelt REVISION: SCALE'NOT TO SCALE B`'a•""+u�'�Er�''�'�_�3_� Mo6lar SWiJing Manu Uammei Florida CcltG if S449 PORTABLE BUILDINGS