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HomeMy WebLinkAboutProduct Approval Flo,,ida Building Code Online https://www.floridabuilding.org/mb/mb_pub_Jlan_dtl.aspx?para... E rryy f_7 a t Ci Cx .3 «—ate..\, �., €'"t"•RS15.. BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Mapi Links Search Fbna Manufactured(Modular)Buildings USER:Public User Manufactured-(Med.ular)._Buildingsslenu>Plan-Search>PIanljat>Plan Detail It Plan Trackin9# 1 33097 e — Code Version 2017 Building Type Storage Sheds REVIEWED Municipal Jail No FOR Manufacturer W boner Des-FL �9 COMPLIANCE . Agency National Design and Inspe tl tt2. Agency Plan# PER172063 STo LUCIE COUNTY School District Contract Agency ®cc n Construction Type V-B v" Fire Protection B r� Fire Suppression System No n Occupancy Utility-Misc. C'v Allowable#of Stories 1 \ Wind Velocity 160 mph Exposure C Fire Rating of Exterior Walls 0 hrs Area Live-psf Dead-psf Maximum Floor Load 40 40 FILE COPY Alternate Maximum Floor Load Roof Load 20 5 "R"Rating of Floor,Wall,and Roof n/a Modules per Building 1 Square Footage 357 Sq.Ft. Approved for Hurricane Protection Usage Designed for use as a Hurricane Public Shelter Comments These plans comply with Florida Building Code 2017 6th Edition.Phillip E. Robbins,P.E., #49070 Original Plan Tracking# Date of Agency Approval 12/11/2017 Date Submitted 12/12/2017 Date Accepted 01/03/2018 Status Accepted Date Attached File 12/12/2017 PIanID_33097_Weather King_PI�nPER172..0...6..3-1_0...3.1_a72d_pdf Cancel Plan Reviews J I Contact Us::2601 BWir Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C2pypght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section I 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_• Manufactured(Modular)Buildings Accepts: i r 01 F;A_ E9 12 i I III 1 of 2 10/30/2020, 10:10 AM r WEATHER KING PORTABLE BUILDINGS 760 WESTBROOK ROAD HICKORY, KY 42051 GENERAL NOTES: 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, B. GROUND ANCHORS DESIGNED FOR SOIL CLASS 49 OR BETTER. SUBMITTED SEPARATELY. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALWVIAL FILL 2.DESIGN LOADS ARE IN ACCORCANCE WITH THE 2017 FLORIDA BUILDING CODE. BLOW COUNT,PER ASTM D1586,OF 1B 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 49INCHES. 3.WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS:2017 FBC FIGURE 1609.3(3) Volt=120 MPH VuI=140 MPH Vutt=16C MPH RISK CATEGORY 1 EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpl=tO.18 4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN'12INCHES 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 70 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 4p. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY TIDE SOIL TYPE FOR THF.SITE WHERE THE BUILDING IS TO BE PLACED. MASTER ANCHORING PLANS--FLORIDA--FBC 2017 *; N0.77209 f PROJECT NO SHEET NUMBER Dgihly agmaba Kc'rh BATE: 11-15-2017 STATE a «.� .t+ OF Q.� S~ Ditv..Ren�r«enr.,o. Q DRAWN BY; KLN . OR1�,. r$ ✓/f/ir.✓r * in �r K N ��4 `sIp1YAL Pay, CHECYEd BY: ����///11111115p1�� DaClDle.11fllIYOISD Wather King PORTA13LE BUILDINGS csta REVISION: SCALE:NONE t SCHEDULES FOR GROUND ANCHORS Wl 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-cr 2a-0' 26 0^ 28'-0' 30'-0' 32-0' B'-0' 2 2 3 3 - - - 10'-01 2 2 2 3 3 3 - 11'-2 2 2 3 3 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- 11Y-0' 20'4' 22'-0• 24'0' 26-0' 28-0' 30'-0' 32-0 8-01 3 3 4 4 - 10'-0" 3 3 _3—;rpc35 5 M-. N*"pzzwzO _ - 11'-2• 2 —3 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' 12'-0' 14'-0" 16'-0° 16'-0" 20'tiT' 274• 24'-0' 26'-0' 28'0" 30-0 32'-0' 81•0^ A 4 5 5 - - - 10'-0' 4 4 4 4 5 5 - 11'-2' 4 4 4�! 5 5 5 5 6 6 7 7 MASTER ANCriORINGaPLzFA-,NV--FLO-R�l�D' A--FD'%'a 2017 No.77209 * _ PROJECT : SHEET NUMBER pyitaiy dgnedhr Kevin Nolan,Y E 17ATE 11-15 2017 qL rATE OF , C�:aoKeaMNol�n,PE. <OR1Op.' r l nou DRliWNBY: KLN it S '•.. /'rTi/1/.i.�emvl°hanra�.wlan@a41hF. ��giS�ONAL. tea. oamla�iotniiaso We a t h e i GNECKEL BY: KLN S ��� ���h4�1I11tpNt -0'iVP PORTABLE 13UILOINGS Kin� REASION: SCALE: r. PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE W/GRAIN RUNNING 20 GA,x 1y'.'WIDE GALVANIZED VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR Wl SLOTTED RIM 60ARD W!)4'@ BOLT PER MANUF.SPECS. BCLT W1 WASHER (GALV.) REFER TO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO. OUTSIDE FINISH FINISH GRADE GRADE SKID(TYP) 1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W1 STRAP DETAIL OUTSIDE 20 GA.x 1y�"WIDE GALVANIZED SKID(TYP) STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/SLOTTED RECOMMENDED GROUND CONCRETESLAB BOLT PER MANUF.SPECS, w� ANCHOR SCHEDULE TIE DOWN ANCHOR. FIWSH O U SOIL O n ANCHOR DESCRIPTION REFER TO SCHEDULE GRADE I� rn CLASS FOR SPACING(TYP) G a W 0 ROD x 48'LONG w/(1)W HELIX Y{'0 ROD x 4W LONG w/(1)W HELIX 4a Y 0 ROD x48'LONG wl(2)4'HELIX EYE ANCHOR-%"0 ROD x 48'LONGwI(1)6'HELD( \<1„`x ;�y EYE ANCHOR-W 0 ROD x 48'LONG w/(1)fi'HELLX NOTE:REFER TO NOTE 8 ON SHEET S4 FOR SOIL CLASS !: DESCRIPTION. ATTACH ANCHOR TD CONCRETE SLAB ON CONCRETE W1-'DIA. GRADE BY OTHERS. EXPANSION BOLT W/ 4'MIN 3-EMBEDMENT(TYP) 3-TYPICAL CONCRETE ANCHOR W1 STRAP DETAIL . :� s MASTER ANCHORING PLANS—FLORIDA—FBC 20V * Dg '1 4 L * PROJECTN� SHEET NUMBER STATE ogxalysgnedbyKevn DATE 11-152D17 s Mlan PL O QP:�• �,� M T=Kwh Nubn.D.EG04 DRAWN BY- KLN ••,OR) �1f���_ emal=kevin.ndaumltl.�k" Weather � - b.*im.sa 1js i� CHECKED BY: KILN SIAP PORTABLE BUILDI . CATS � REVIs10k SCALE:1'=1'-0 PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE Wf GRAIN RUNNING 20 GA.x 1Y4'WIDE GALVANIZED VERTICALLY.ATTACH TD RIM JOIST STRAP EXTENDED OVER SKIDS. W/6 10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED ATTACH ANCHOR TO ( � OUTSIDE BOLT PER MANUF-SPECS. FNISH RIM BOARD WI)V PI SKID(T1 P) \ GRADE BOLT W WASHER (GALV.) FINISH GRADE REFERTO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO. OPTIONAL 16-1c16'x4e SOLID MASONRY OPTIONAL 16"xt6'94"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' 1 JZ-0- 14'-0' 18'-0" 18'-0' 20'-0° 22'-0- 24%0' 26-60" 28'-0- 30'-D" 32'-0" B'-0' 2 3 3 3 187 - 2 2 2 3 3 3 - - - - - 11',2° 3 3 1 3 1 3 3 1 3 3 3 4 NOTES; 1.BLOCK PADS ARE OPTIONAL 2.BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16xi6 BLOCK OR(2)16x8 BLOCKS. 3.BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BURRING CORNER.ADDITIONAL PADS,AS REQUIRED,SHALL BE SPACED EQUALLY, � � � sF••,.?.�i•. MASTER ANCHORING PLANS-FLORIDA-FBC 20V t?* No.77209 k E * o PROJECT NO: SHEET NUMBER _ STATE OipalytlgnedtyKevnNokR . ' r , fl4� 11-15-2017 %�•-'�.n OF - :� P.E qY��e�Si°/(3 11An ep p•p;��:-•♦•♦O♦♦a 0 /' L//1�rf.�l,rbO0m1trkiaCci'r_nkg-Ke1ev.cvmoin mr+N,:cloa-l•n.U®nS,oAbEh.kkOo� DRAWN BY: KLN CHECKER BY: S-22-AP Weather King KW Obei20:&10A3=221 REVISION: SCALE 11=11-04RTABLE BUtLfll[ C5 FLA Mamdactured BuldiN Pfwgran5 4 Business, ; 1940 Mort kicnroe Streei lisle 90A Pi'{3feSSilbh6 Taltahmee, f lAa 3239U772 Regulation Ken Lawson,Secretary Rick Scotty Govemor March 19, 2018 Steve Perry WeatherKing - FL 1221 SW Eaculyptus Ave Arcadia, FL 34266 RE: Manufacturer Certification, ID MAF-9749; Expiration Date: March 16, 2021 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.floridabuilding.org) 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.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo lil Manufactured Buildings Program cc:National Design and Inspection, Inc. i i s WEATHER KING PORTABLE BUILDINGS RESIGN CRITERY4: 760 WESTBROOK ROAD 1.RISK CATEGORY I HICKORY, KY 42051 2.LIVE LOADS: FLOOR:40 PSF __._..........._....._......_...._......._.............................._.__._.._._....................__._..._.....-..._...--__._ .................._._..._...... --J ROOF:20PSF GENERAL NOTES: 3.DEAD LOADS: 1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL.ROOF DEMING I`i'LO BE Ile b,S.B, LTENn`9YPTHER3: FLOOR:4 PSF THE 2017 IFLORIDA BUILDING CODE(FBC). THE FOLLOWING ITEMS MAY BE SUPPLIED AND 11.ALL SIDING 13 TO BE TREATED TI.11,LP SMARTSME INSTALLED BY OTHERS.THESE ITEMS MAY BE ROOF:8 PSF WALLS:3 PSF 2.All MATERIAL.5 AND CONSTRUCTION SHALL.BE IN PANEL.OR 2J GA.METAL SIDING. SUBJECT TO LOCAL JURISDICTION APPROVAL. ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF WEATHER KING PORTABLE BUILDINGS IS NOT MANUFACTUNE 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. (2 17 ATEFBC DESIRE WINO SPEED: 3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 1.THE FOUNDATION AND TIE-DOWN SYSTEM I2017 FBC FIGURE M H 3(8)) 13.ALL UN-TREATED WOOD FRAMING IS TO BE TO BE Vull 160 MPH NOMINAL WIND SPEED,Veld=124 MPH4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE SPF A2 OR B 2 RAMPS BETTER,UNLESS NOTED OTHERWISE. FACILITIES.'(RISK CATEGCRY 1)PER TABLE 1604.5 AND ,STAIRS.AND GENERAL ACCESS RISK CATEGORY I SHOULD NOT BE USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE W TREATED PLYWOOD 3.ELECTRICAL SERVICE HOOKUP EXPOSURE CATEGORY C ORSVPERFORMAX500 FLOOR SHEATHING.FLOORING INTERNAL PRESSURE COEFFICIENT: -ADA8 5.STRUCTURESARE DESIG 1 NED FOR LOCATIONS THAT A CLOSER THAN 1B INCHES 70 EXPOSED GROUND SHALL = D.18 COMPONENTS 8 CLADDING: i 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY 1 BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED N gMrA„ik►q Mnnp[VEy Dw EFFECTIVE WINE)AREA.Ao=10 FTl STRUCTURES PER FIGURE 16003(3)OF THE 2017 FBC. V400D IN ACCORDANCE WITH 2304.12.1.1. )�rTT�/1f •u ROOF-ZONF.1=19.3,;Ali P9F TFiMN PdMr•campK�tiM fwou*mrj" nroe BILL ,` ROOF-ZONE 2-10.3.=53.3 PSF 6.SIDING FASTENERS SHALL NUT BE INSTALLED IN PANEL SIDING 15.ALL$KIDS ARE TO BE 4R6 PRESSURE TREATED, AGt$no adorned u+sn►nn gy GROOVES IN THE FIELD OF THE PANEL OR WHEN THE S DINU RATED FOR GROUND'CONTACT. AeMn•o p.r mm RODE ZONE 9 n 19.3,,78.9 PSF GROOVES OCCUR AT OUT EDGES OF THE SIDING PANEL. ;,,v_ WALL70NE4=33,5.46.3PSF 16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR 111:tW..-All^v _ WALL-ZONE 5=935.•44.8PSF 7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT FASTENING BASED ON CONNECTION AND LOCATION OF t EFFECTIVE WIND AREA.AP-20 FT' IN FLOOD HAZARD AREAS•STRUCTURES SI IDULD NOT BE MEMBERS AS PER i HE 2017 FLORIDA BUILDING CODE >r v r+-""""" USED IN OTHER LOCATIONS. TABLE 2•JU4.10.1,UNLESS NOTED OTHERWISE, IgPae'r:no.:. '_+�•+_.iQ.-. Valitl3im'sx.Qri' uat% ROOF-ZONE 1=17.6.-20.8 PSF „w _ � 3 lie Ito ti1p, la aw yvfRfi ROOF-ZONE 2.11.6,40.0 PBF + 8.IN ACCORDANCE WITH PBC 1809.1.2,STORAGE SHEDS NOT 17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED, Aaw F:o>'... Rt719 g7 G 10-3 ROOF-ZONE 3= 17.6,- .8 PBF DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA Ayircw,�na f•, _ WALL-ZONE 4=32.0,-34, PSF OF720 SQUARE FEETOP LESS ARE NOT REQUIREDTOCOMPLY 18,STRUCTURES SHOULD HE30YEARRATEDASPHALT Jlan, Pr AV udw:c a.r42ro„ai WALL-ZONE 5-32.0.-41..BPSF WITH TTIE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TOASTMD31014CLASSF) ov.-clot-4- OF THE 2017 FRC. OR ASTM D7168(CLASS FI)OR 29 GA METAL ROOF PANELS. A" tr'•a�nno-v�N•t Ei WIDE ROLL UP DOOR: 4ppins>. 1"�`� DESIGN PRESSURE o+30.4,+33.2 PSF 9. IN ACCORDANCE W17H FED 1010.1.1•BUILDINGS THAT ARE 400 19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO NOTE:CdC WINO PRESSURES SHOWN MAY OE SQUARE.FEET OR LFSS THAT ARE INTENDED FOR USE IN TO RESIST WIND LOADS.ANCHORING OF THE BUILDING IS REDUCED FOR LARGER AREAS AS ALLOWED CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES SUBJECT TO LOCAL JURISDICTION APPROVAL. BY CODE. ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REOUIREMENTS OF THE 2017 FBC. S.CONSTRUCTION TYPE:V$ r, � s -. UTILITY BUILDING--FLOR{DA---WIND=1 0MPH--FDn 2017---- I ? No.7T2D9 * PRaEcrNO: SHEET NUMBER E 1 A : GATE 11.15.2017 q'I-g Approvedby PE ERnbbtnaKLNS-HB 01 aFlorldBPE�9070 OPAYY/I BY:�•• or ® � Weather Ki ng cHrI:ItEOSY: KLN %litnnrl010%,)-of- PIPERIT2063 OM AT PORTABLE BUILbING5 REVISION; SCALE!NCNE V J 4g4 t� �r� I ��� �„%�;x.,�rs, `•u-�Yrs�. x xG a .rr 1 �" ; y't `1a. :'l'q A i�' lJrx ?;a`. f' A r� ✓:$ 1rFZ�'''�� FASTENING SCHEDULE FASTENING SCHEDULE (CONT) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENT NUMBERAND TYPE OF FASTENER SPACING AND LOCATION ROOF FRAMING WALL FRAMING(CONT.) ~- J-sdcOIJMoN(a5•Y0.T3") e_1RICIM"O U4' V11F) PACN BIDE OA"D JWN1. I.SLOCKM B,ETWEENCEILNO"-'JrT OR RAFTERS TO 3•1008OKTJ•x0.12F) 12-10]BO%trr43r) fAt•Tt MAR ]-S[0,7]I'IU45 FACH GOADENNI TOP PLATE TO TOP PLk.,AT ENO JOINTS U.rK11.137-NJLS NWwDT OF APOCUCELE/7f.TA TOPNATG.OR OTHER FTNY11116 EACH 610E Or END JOINT) 3 S.a WE sruLEs,%'crlowN ISt•]•to GAGE crAPLa.14'caD+A7J 2•Bd COMMON Lam,r0.1l1') led COMMONO \D.1B21 IWOA.fACENAS 2-r.D.urNJ�u CACHM.TOENAL' BOTTDMNATETOJOtsr.AimJOI3I.BJNDJOIe1.ON --- 7.9LOCXN0 SETWEeN MFYERB HCT'AT714E WALLTOP 2-3.14 ow,:..ATAPI FS BLOCKING INOTAT BRACED Y.ALLPANCLS) immuI1]K• 1351 1. ......_..__.__ r.413 1'NA is 12'O.C.FACE NAIL PLATE'ro RAFTEX 7•tm cO MON m-s 0.Isn ]'14 GAGE STAPLE9.PV CROWN 3 3'.0.131'11LES ENO NAY. .._. _..___.. .._. __._._.__..._.._..._...__.____- 7.3.14GAGESTAPLGS _ z-1wawLUHjA%Aatwy BOTTOM PLATE TOJOIST.AIM JOIST.BAAOJOST.OR .1 16d BOX(lyxn.fW) tcO.CPACRNAR COLLARTIETORAFrrh RCrCTJEH &HEET8S,Z MOS2.+ FACE HAL _�. 91.crx►t JAI RMUCIVIALL PANELS) 4- .atlt•NMS r4•ris OAOE\TARES.Fe CROWN ]-1111 CCMLON IS A0.1461 J-ITd pOXi95'%G736T a 4-6d MIVIWW(;JV A0.1317 RPFTV.R TO VJ0 PLATE 4.1rd 6TAt O'i 0,1237 70EIJNL. 4-NM BD%O'.R.12r) TOFIUII 11'3•X aT3rNARB 4.s.a1lr NA0.y 4.3'14 GAG 8TAP{ES,'A,•CRl7Ym 4.r 74 G4cE\TAAQES,%CRO'AJN ---• .....y-- - STLIOTOTOPOReOTMFLATE -_..---- '2-mcoMy0HTz1("ao.Yl1'7 z•1edCOAMgN13k'Aatsz'1 ]-10dBatP x0.12r1 1-Wd90 Ir.D.tak) CEI'ma JONS To TOP PLATE 1-3'.Q I31'TWLS 5 GH JOtoT.TOFNAR. !-S r D13V I",$ END WA a_0'IA GAGP.STAPLES,31r-CROWN ]-3'14AAGE TTAKF,%.%C CROWN ---- 2.1M 7X'IMOK ATIS'1.0.152i WALL FRAMING 3-1Pe B J7 Irla l TOPPLATE&LAPSAT CORNERBANID smns C ms 3.Y,0,1N•WUI.B FACE NUI 1N COYAJON OK'E GIST: ZI'O.r.FACENWL 7,r 14 OAGE Y.TAPLES,rV CROI 9TU0 TO 91 UD IIJl3rM 9RACfD YMAL\PANEI.l1 V e0XO'AL121rI - -_ I-7M1 MADE 16 O.c.rACENM FLOOR FRAMING 3.7/4 GALE BTI34.E5 fed wmwm(BIF'%DaeY7 1r OA:.FACENAn. _- •. 7-w COWADN rJh(f4131'1 ------• -• JOISTTOSKD 3-tOJl.121HAILS III TNI ETUDYOSTUDANDMIIrTINGs,n"ATNITERSEcnw Isu Elm(w.6.12S`J --_--- 1ro.c,FACEWAM1- 3 v4D.T3rrM\B 1NAI,LCTJRYSRB{AT BRVED%ALL PP%ELE) ___.__- -__.-___._._..__._.....__ r )-rHaACE\TAPLEB.r; GKOMN 7'r D.131-NAILS Ir O.C.FAQ:WUL �rA�. ITd B0%(9'A 0.126� -- a•7 14 CiYJLE STAPLES,Ri CK01YN_-_._- - --- ,Mr.` N•O.D.FADENARM70PANOTATfOM L�i.�[1 rs0,1]7'NAEb BUGGERED ONIL AT TOP 4'Yd COWADN f^'.0.7319 r/4 OAOf.STAPLES,r/e'CA/MYN CONTINOOUS HEADER TO STIR TOENAIL. BUIL7LPBFAMB �� 4.1m Box p•.a1aT AAo: 1-t0e BO%O'.O.I2D'T ENDS AND AT EACH SPIIC11 FACE I" led cOMMGN(];•xs.ter) 1e'O.G FACE OAR 3.T M GAGE STAPLES,JAY•CWOMrI TOPPUTE YD TOP rwe Ind BO0Lt3•.GdErl - ]•A G131.N A 17.O.a fnm MAIL Aa1O L 3-WCOT NS•.DAIMI) i 7'la aAGE 57APLFb,Sn'CRoYm 4.1Dd BOX tr.032e•) END HAIL J013TlOBAND JOIST tlK RIMJL767 4-r.al3l•NLL5 4-r 14 GAGE STAPLES,%C CROMTI UTILITY BUILDING MPH--F"--2017------- --FLORIDA--WIND=160B . j* Nn.772b9 •'i*t5' PROJECT NO: k - SHEET NUMBER DATE: 11 ApPl.Flo ldys PEI�E Rdlbins DRAWN BY; KLN5-2017 r 1_ .�ORIpP4.'• .FlorITIE PEd8D70 Weather King KLN S0i 1P ' � �, CHl9CkED BV_ F/J414131Nn1'�1<lf+/T PER7720B31 �'I-17 PowrABLE SUMOINGS aBlJls7au: SCALE:NONE FASTENING SCHEDULE (CONT.) DESCRIPTION OF BUILEING ELEMENT NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING' EDGES INTERMEDIATE SUPPORTS CINCHES) (INCHES) • -•- -- BdCOMLON OR CEF(Xn1EDQ5a0.113'W1 IROOR D 17 ANOWALL) ltl BOX ONAEFORMEC Im'a0.113TIROOFI a /7 215•TD.Hr3 01L 1SU0Fi00RAND15ALL) a 11 ~ k'TOK• I-Ye la OI,OE b.7APLE,Y•CAC�AR 3 faueFLooR AND WAu) tN6'ao.lt7•NAL IRooFI -_ -- - A----- e IVISOA0E STAPLE,S,'CAONH p*noF7V•_..-. 3 - e —'--__._,__...�"� _-- ea COA,rADN(7!/•a0.1DIT -•-__ 9 13 6tl C[FORIIEO[i•$0.117y k1'Tok- — — 2V•0113•41L 4 A 7.•IS GAGE STAPLE,Y•CRCIFX f EXTERIOR WALL SIDING eeDOXCRMFonA/EoWy.tl.trry 6 left WN13 a •' ` k•Lr elAArnaoe PltecvloH PANEL MR WTREATEDT1.118WHO "/}�11p 60 BOX CN DEPUIUIFD{7)f•A0,11O•) 3(TilOWAll) "A MM"' EW DMUM a NA"SPACEpAT 6Mf:ItE1i ATIN�1 VEDY1TESl1P70R?LNRIENH OPA1�Afi6118 YY.kiL OR WORE.Fj416 FOR WALL BX61TW NO ARBDERAt11EDTo BE WAINON,BOX.,OR GM7 S .NA" 0.WHERE A RAFTER 8 FASTENED TO AN ADJACENT PARALLEL CEAAD JOIST PI ACC0 9ANM WTN THIS SCHEDULE ANC THE CCUNG JOM�IS FASTMD TO THE TOP PLATE N AOCOROkNCE W nN 16119 SCNR,120.X-.THE NUMBEAD9TOENA&8 M THE RATER DHN I.RE Prwn-,F.D TO BE RMNICED SY DNS"ALL. 1 { 1 11EIIIII•IFy � • •N°" UTILITY BUILDING-FLORIDA-410=160 MPH--FBC-2017- * No.TTZ09 7 * PRaE JT NO: SHEET NUMBER { a a ti� {••• A pp� r F AppEoved by Pgp11p E Ro6bina ��: 1 T-15.2017 : KLN ® ti,!• pPr ,�� .Flalde PE-08070 DR,4YFIBY g a t h e r King KLN HIM •• ��n,�. CHECKED BY: JJ`anunNHla°1)•1f•!7 PAen p. PORTA13L E BUILDINGS REvlRtory SCALE:NONE i 3'-0-MAX LENGTH(11'--WIDE) 20'-0•MAX LENGTH 10'4'WIDE) 16'-W MAX LENGTH(6-0•WIDE) I �Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I i l OUTsloe4x6TRTDSKID (REO'D FOR 11'-2•WIDE { BUILDINGSONLY) I I I I I I I I I I I I I I I I I I I I I INSIDE 4x8 TRTD SKID H IIIIIIIIIIIIIIIIIIIIIII OUTSIDE 4x8 7RTD SKID {--"- (REQ-0 FOR tit'-Z'WIDE I I I I I I I I I I I I I I I OFEAT]ED) BUILDINGS ONLY) ARIM JOIST CONT.2><4 TREATED FLOOR JOISTS 0 113"O.C.MAX.(B'WIpE) (TYp) L CONT.2x.B TREATED FLOOR JOISTS @ 18•O.C.MAk 01M 11'--2•WIDE) �yy (SPLICED JDIBTS ARE NOT PERMITTED) NM aAPOr TYPICAL FLOOR FRAMING PLAN L:N UTILITY BUILDING�-�-FLORIDA--MIND=I6Q MPH---FBC -2817-- t y%a No.77209 'i t PROJECTNO: SHEETNUMBER I 's ware t a °ATE �1-18•zo1T .t OF - MPravud b Phllllp E RobbinsWeather DPAwp BY.,CpRjOFiorkr�PE� o _ King� KLN B-1.0-1113 YV ►ltnn111Pt Plan N o. RMSON �_ ►-Ir-�� pERnsass � �1-�T Pi?RTAB6E BUILDINGS SCALE_NOTTOSCALE i 32LO'MAX LENGTH(I V-2'WIDE) --•----•-_._ _.._.._...,_.__-—20'-0'MAX LENGTH 110'-0'WIDE) ` ,V-T OR Y-O' a PORCH _2x4 STUD WALL T�• TREATED RIM JOIST q C ABOVE (TYP) 1 -1 JT tI 3 -- - f OUTSIDE 4►e TRTD SKID '-' (REOV FOR 11-2 WIDE iv BUILDINGS ONLY) q fTn i T-1145IDE 4x8 TRTO SKID 4 0 OUTSIDE 4AS TRTO SKID SPAN OF TRT4 �! { BUILD hGSCID RONLYjriIDE PORCH OEGKIIIF3 I 4xG TRTD POST CONT.2x4 TREATED FLOOR JOISTS a IV O,C.MAX.(a,WIQE) ) ABOVE ITYPI CONT,24 TREATED FLOOR JOISTS O 1V O,C.MAX(iD'6 11'•1'WIDE) I (SPLICED JOISTS ARE NOT PERMITTED) p *4y1 I 84 2 11,�• TYP 7�7GU MIEN I UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL) aNV1NNOIIYg4� �� •�:,Na 'rya. UTILITY BUILDING-FLORIDA-WIND=160 MPH--mxf-2017-�—NcT7209 '1 k� —� n r'F rrsWEcr NO: SHEET NUMBER = STLITE s pF a� Approved by Pmlb E Robbins a 11-1 S 2017 P•:: d •,yq�iD. Ftor1 a PE-49070Weather Km" DRAWN BY: KLN CHECKECBY: KLN 'M�rrgmwa ll•IS•P7 Plen o, p� ____� PER1720S3 7Z-7�-17 PORTAB[.IS BUILDINGS Rmslone SCALE:NOT TOSCAM 32'-0'MAX LENGTH(W-2'WIDE). 20'-W MAX LENGTH(10'-O'WIDE) 16'•0"MAX LENGTH(B'-O'WIDE) i �+�,ppft(WED` ............ + ppCUM�NT `N _ IO�I v Q m RIDGE _ FASTEN ROOF SHEATHING TO FRAMING AT 6 INCHES O.C.AT EDGES AND IN THE FIELD,UNO. REFER TO FASTENING SCHEDULE rrJJ FOR ADDITIONft INFORMATION VARIES V I I f .. SHOP-BUILT ROOF TRUSSES i AT 24"O.C.REFER TO SHEET 8-2.3 FASTEN ROOF SHEATHING TO RIDGE FRAMING AT 41NCHES O.C.AT EDGES AND IN THEFiELD WITHIN f. THE END STRIP AT EACH ENDWALL, REFER TO FASTENING SCHEDULE FOR ADDITICNAL I4FORMATION. ROOF FRAMING PhaN ROOF SHEATHING DIAGRAM N EN�'°°�°��.. I G-_FLORIDA-�-1 10=160 MPH--FBC- 2017- ---- S� . UTILITY' BUILD N *= 140.77208 A PRO JOT W: SHEET NUMBER DATE;STA T1-1S2017 ERB OPAPProved by Philip r=Fbrltl PEiB070 binsORAWNnr: KLN eWeather KI IIV� CHEISION; : KLN Pk PORTABLE BUiL41NG5 RE��Io": SCALE_NOT TO SCALE %e OSB DECKING Wl r/;058 DECKING WI TRUSS 24-D.C. ASTM 07161 CLASS F OR ASTM D3161 CLASS F OR ASTM 15E CLASS H SHOP BUILT TRUSS @ 24'O.C. SEE SHEET 52.3 FOR ASPHALT SHINGLES OR SEE SHEET S2.3 FOR ASPH D7159 CLASS H AQD L INFORMATION. Aift)l INFORMATION. ASPHALT SHINGLES OR FI 29-GAGE METAL ROOFING J/ 29-GAGE METAL ROOFING (REF NOTES) f (REF NOTES) t2 PROVIDE CONT.METAL 12 PROVIDE CONT.METAL 5 r- DRIP EDGE AT EAVES 5 1'- DRIP EDGE AT EAVES AND GABLE ENDS. �/-AND GABLE ENDS, --- REF.DETAIL IS-3D(TYP) REF.DETAIL VS-3-0(TYP) 5 20 STUDS @ 16"O.C. 2x4 STUDS @ 16'O,C. b %"TI-11 SIDING, (2)2a4 PROVIDE DOUBLE 4 v (212.4 PROVIDE DOUBLE 'T 70P PLATE. I-STUDS AT WALL SIDING + T1-t 1 SIDING. �-TOP PLATE STUDS AT WALL SIDINC 'W LP SMARTSIDE ` PRECISION SERIES�/ VERTICAL SEAMS ccP�REUJ ON S TSIDE Q ERIES VERTICAL SEAMS • j 190 SIDING,OR 4 O 190 SIDING,OR 29 GA METAL SIDING M FD SIDING (REF NOT5) he TREATED PLYWOOD OR � 29�(REF Ei NOTES) 4's TREATED PLYWOOD OR PERFORMAX 500 FLOOR -PERFORMAX 5W FLOOR DECKING. DECKING, (2)'44 TRTD SKID-•' S 514" 2r4 TRTD FLOOR JOISTSm p 0• @ 16,O.C.MAX 2x6 TRTD FLOOR JOISTS (2)4.6 TRTD SKID 1p_p• @ 18.O,C,MAX B'WIDE 10'WIDE NOTES FOR METAL WAIUROOF PANELS: 1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZOWTALLY SHALL BE ATTACHED TO OSB WALL SHEATHING PER DETAIL 1 ON SHEET S-3.3 AND DETAIL 1 ON SHEET".4. 2)METAL WALL PANELS WTTH THE RIBS RUNNING VERTICALLY SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE W ITN r7r�r�rvv vC/T DETAILS 2 AND 3 ON SHEET S-3.3. IY A'1 3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETALI.3 ON SHEETS-3,3 NOTE:REFER TO FASTEN14G SCHEDULE ON SHEETS.S•U.1 8 5-02 41 METAL PANELS ATTACHED TO OSS DECKING SHALL BE ATTACHED FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH DETAIL 1 ON SHEET S-13 BUILDING SECTIONS uyer run4°%1 "I" --FLORID-- ID-16� MPH--FBC 2017UTILITY BUILDING r� 4*d No.7T209 $ T * PROJECT NO: t ? SHEET NUMBER �S°TA1E CATS: 15.2017 C P' APProved byy PhAAp E Robbins sti. •'.�O O�,•••• ,a ,FbHde PE 9070 KLN � I eaqth r KIngoo CHECW-DBY_ KLN SDI y+krnrnulii� P6n o.r ppA� PER172063 12%47 PORTABLE BUILDINGS �sluN SCALE:NOT TOSCALE i - i 050 D£GKiNr.yw ASTM 03161 CLASS F OR SHOP BUILT TRUSS 24.O,C. ASTM D?I bb CLASS H NOTE$,FOR ME7 L{9_WAL�U tOOF PANELS: S£E SHEET 52.3 FOR ASPHALT SHINGLES'OR I METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY APOT INFORMATION 1 SHALL BEATTACHED70 CSB WALL SHFATHDaG PER (REF NOTES) - i E METAL ROOFING SHALL 1 ON SHEET 5-3.3 AND DETAIL 1 ON SHEET S-3.4.(REF N --------- 2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY PROVIDE CONT.METAL SHALL BE ATTACHED TO 2x4 GMS IN ACCORDANCE WITH e\.. �2) DRIP EDGE AT EAVES DETAILS 2 AND 3 ON SHEET 5-3.3. AND(AELE ENDS 3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING REF.DETAIL 3/S•3,0(TYP) SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET 5-3.3 4)METAL PANELBATTACHED TO 059 DECKING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 1 ON SHEET S•3.3 2x4 STUDS 616.O.C. "Tt-11 SICING, PROVIDE DOL113LE OP PLATE l STUP9AT WALL SIDING O n 3`e'LPSAIARTSIOE i VERTICAL SEAMS p PRECISION SERIES 190 SIDING OR O ro 29 GA METAL SIDING(REF NOTES) E RF R_MAX 50TED PLYWOOD LOOR R DECKIND, Ll '�a0 ___. � s s 4• 2xB TRTD FLOOR JOISTS (4)06 TRTD SKID- @P 1 B-O.C-.MAX 1 V-2"WIDE OAMOVEW i ENT NOTE:REFER TO FASTEN14C SCHEDULE ON SHEETS&-0.1&5.0.2 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWLSE. BUILDING SECTION r ,,�ptIWl4Lry�� I UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 201-7----- #i No.77209 t s PROJEJT NO: SHEET NUMBER 77 ST'ATE S DATE: •..,CO OP:•'• APPI.Po ld PI*tp1 Siot6lna KLN S-2.1-vo •.,�.. �.� ,Flotlde PE�18070---• � ORAWIt Brc KLN PL1R E ea t h er K n� CNcCIEDBY: /ugn111Ar1�!/S-/7 REVISION:PORTABLE BUIL.DFNGwS SCALE.,.NOT TO SCALE ROOF TRUSS REFER TO OETAIL.5 ON HOOF TRUSS REFER TO DETAIL SON SHEET FOR STRAP SHEET S'3.1 FOR STRAP ATTACHMENT. MENT.(TYP) ATTACHMENT.(TVPJ / LAP THE TOP PLATE . LAP THE TOR PLATE tY.'•16 GA METAL FROM THE SIDE WALL 1y;-18 CA METAL ntAT FROM THE SIDE WALL BRACING STRAP OVER THE ENO WALL PLATE BRACING STRAP ___ ER THE END WALL PLATE (NOTREOUIRE-D FOR AT EACH CORNER. (NOTREOLARED FOR EACH CORNER, WALLS SHEATHE❑ WALLS SHEATHEDWITH WOOD SIDING WITH WOOD SIDING OROSS$HEATHING). 4--0"MAX DOUBLE TOP PLATE OR OSB SHEATHING), DOUBLE TOPPLATE (r.p) OPENING (TYP) REFER TO DETAIL 4 ON EFER TO DETAIL 4 ON SHEET$3.1 FOR STRAP HEETS3:1,FORSTRAP ATTACHMENT.(TYP) ATTACHMENT,(TYP) ATTACH STRAP TO EACH STUD W/(2)Sd NAILS MIN. (TYP) 8'WIDE FRONT ENDWALL IV-2"WIDE FRONT ENDWALL (10'WIDE SIMILAR) ROOF TRUSS-\ . OPTIONAL WINDOW ` REFER O DETAIL B OH ROOF TRUSS NQI �+� SHEET 53.1.FOR STRAP- � SHEETS3.1 FOR STRAP- `\ Jr 35'WIDE MAX(TYP) FAAPMVGIVW ATTACHMENT.(TYF) ATTACHMENT.(TVP) \ DOUBLE TOP PLATE w LAP THE TOP PLATE 1y-18 GA METAL 1'Y; AC GA METAL FROM THE SIDE-WALL OVER THE END WALL PLATE BRACING STRAP BRACING STRAP (NOT REQl11Rl D FOR (NOT REQUIRED FOR AT EACH CORNER, WALLS SHEATHED-� LAP THE TOP PLATE WALLS SHEATHED WITH WOOD SIDING FROM THE SIDE WALL WITH WOOD SIDING OR OSB SHEATHING). OVER THE END WAIL PLATE OR OSB SHEATHING). X �-DOUBLE TOP PLATE (•YP) AT EACH CORNER. (TYP) i REFER TO DETAIL 4OIJ REFER TODETAIL40N i ATTACH STRAP TO EACH r SHEET 53,1 FOR STRAP SHEEP 53.1 FOR STRAP 1 STUD W/(2)8d NAILS MIN, r� ATTACHMENT.(TYP) ATTACH STRAP TO EACH j ATTACHMENT.(TY P) I (TYF) STUD Wf(2)Bd NAILS MIN. ❑-_ (TVP) i 8'WIDE REAR ENDWALL 1 T-2"WIDE REAR ENDWALL (10'WIDE SIMILAR) - s�� '.�'N'L.C . s "y-s UTILITY BUILDING--FLORIDA--MIND=160 MPH--FBC- 2017- �' PROJECT NO: ,t? No.77209 ?yF SHEET NUMBER DATE: 11-15-2017 .+''•, STATtn $ Approved by Plump Robbins e MWNBY, .h( 9P.'•• $� .FbAde PE 70Weather K!n6 / CHECKED BV: KLN �hrNNnlptNt ,� Plan PORTABLE BUILDINGS REVISION: scALF:NOT*To SCALE is-f7 PER172063 12- 1-1T ---.--•--_—.._..-_— • i GENERAL NOTES: 2z4 TRUSS (2121c4 TRUSS ''-0'•3- 4'.7' PLATE 1.REFER TO SHEET S-D FOR DESIGN LOADS. PLATE (TYP) 12 2.MAXIMUM TRUSS SPACING=24"D.C. -I b 6-10' _ 3.TRUSS TOP CHORD SHALL BE BRACED Wf STRUCTURAL WOOD F - 12 SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. I ,,,• � � -c6N I 4.ALL TRUSS MEMBERS ARE TO BE SPF 02 OR BETTER. 5,TRUSS PLATES ARE 70 BE.A MINFAUM OF 20 GAGE(MT20) HYDRAULICALLY PRESSED IN PLACE EACH BIDE OF TRUSS. ALL TRUSS MEMBERS TO BE 20 SPF 42 y -•--- -- ------���f(( 2a4TAU95 6.REACTIONS DUE TO WIND ARE BASED ON MW FRS ENO ZONE PLATE(TYP) PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 MAX REACTIONS COMPONENTS AND CLADDING WIND PRESSURE. HORIZ 51 LBS. ALL TRUSS MEMBERS TO BE 2n5 SPF#2 NET UPLIFT: -223 LBS. (UNLESS NOTED OTHERWISE) 7.DEFLECTION MEETS L1240 LIVE LOAD AND U180 TOTAL LOAD. GRAVITY: 200 LBS. B,LOAD DURATION ADJUSTMENT FACTORS: B'WIDE UTILITY TRUSS MAX REACTIONS LIVE:1.25 HORIZ: 71 LBS. WIND:i-Bd NETUPLIFT: a12LBS. 9.REPETITIVE MEMBER INCREASE.*1.15 2x4'RUS' S 9• V-3„ GRAVITY: 279 LBS. PLATE (TYP) .....-__.-._--. � .�. •• .. •.-.-._-,--_-� 11-2"WIDE UTILITY TRUSS 1z 1W-D' ALL TRUSS MEMBERS TO BE 2K4 SPF#2 NlX MAX REACTIONS DOCUM T IlORIZ- 64 LBS NET UPLIFT: 479 LBS. GRAVITY: 250 LBS. 10'WIDE UTILITY TRUSS oll GE Iva �, UTILITY BUILDING--FLORIDA--WINQ=1�� MPH--F'-\'.f 20-17— t * W0.77209 t A e i PROJECTr10: SHEET NUI08ER E e DAM 11.15-2017 STATE 6��: rr Approved by Phpl E Rabbkla � AAA 11�I�) r o�OF�?;r Z3 .Rmida PF. 9070 _ WeatherQp ORAwnev: KLN .�/ l+��l�CHECIa_D 9Y: KLN `TVVIS•17 PIAN.* D68 12'�'I-1TP ORTABLE BUMVINGS I:EVISIort SCALE:NOT TO SCALE !1 P R _ METAL DRIP EDGE. ATTACH SIDING TO ATTACH TO ROOF Ye OSB DECKING WALL FRAMING CONT.2x TREATED RIM BOARD W/1'x ^STAPLES 7 W18d NAILS @ 8"O.C. W!$"NAILS 6"INTO BRIDGING @ 12.0_C.1 IN FIELD 8.ALONG 5(3)3"NAILS TOENAILED INTO SKID / EDGES.(SPACE NAILS ix4 P.T.FACIA AT3'O.C.ALf3NG (H / PANEL EDGES A7 THROUGH j FLOOR JOIST (4)3'TOE NAILS wi(2)2'NAILS I >� ENDWALLS) BOTTOM PLATE INTO SICD AT EACH TRUSS TRUSS INTO EACH STUD SIMPSON MTS16 STRAP 'P.T.PLYWOOD \ EACH END OF THE STRAPAILS )IN SOFFIT wl(2)2` NAILS AT EACH AT EACH TRUSS,WRAP AROUND �. TRUSS AND NAIL TO WALL TOP PLATE 13)3"NAILS r \ WHEN TRUSS DBEs NOT UNE CONT.2x4 TRTD U t, LA'WiTHAN1ALl.STUD BELOW. BRIDGING WI S SKID TOE NAIL TRUSS j (5)I NAILS IN m TO TOP PLATE Y'!f REF DETAIL 415 3.0 FOR AN EACH SKID (4)10d NAILS MIN \•\ IN LIEU OF THE METAL STRAP. TERNATEMOLD DOWN ION 1-TYPICAL DETAIL �- ►�I�1 ~ ME'•1 ��DOUBLE 2-FLOOR JST TO SKID DETAIL 3-EAVE DETAIL TOP PLATE ROOF TRUSS DOUBLE 2xAILS ENDWALL HEADER FOR 70P LATE 3'NAILS Q OPENINGS UP TO 8'O.C. SIDEWALL HEADER FOR OPENINGS UP TO 4'-0". (2)2x4 wl�!e'OSB -- FLITCH PLATE NOTE: (1)20,FLAT f\OTc: SIDEWALL HEADER FOR ALL MEMBERS ALL MEMBERS OPENINGS UP TO 8'•D'. IN LIEU OF MTS18 STRAP; ARE 2x4 ARE 2x4,UNO I (?)2xe»V%e OSB PROVIDE A SIMPSON 0.152 x 6' FLITCH PLATE SDWC TRUSS SCREW I FOR OALL HEADER FOR OI' (SOWCI5500)OR 38'MAX (3)3-NAILS 38'MAX 1 19 fiNINGS EOUIVALENTAT EACH --- / ITYP) - UPTOB'•0' ROOF TRUSS. - NOTES: 1,PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD NOTE:REFER TO 31S3.0 FOR INFO NOT SHOWN. I STUD J BEARING HEADERS.NAIL TO ADJACENT STUD PER FASTENING SCHEDULE NOT REQUIRED AVEND WALL 4-ALTERNATE TRUSS DETAIL ENDWALL DETAIL 0-SIDEWALL OPENINGS. HOLD DOWN DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE i .. UTILITY BUILDINGFLORIDA--WIND=160 MPH--Fm'fN * NO.T7209 1; * NOTE: REFER TO FASTENINL38CHEGULE ON SHEETB S-W MID S-02 FOR PROJECT.NO: SHEET NUMBER ATTACHMENT INFORMATION NOT NOTED ONTHIS SHEET. DATE 11.16-2D17 § •�.�S7pFTE .s' ApProvod by PhAIIp E RobbinsWeather DaAWH CY: KLN •.CORt9P`' yr .FlorWo PE-490T0 King C� S-3.0-110 A E 4 B/ CHECKED BY: K 3 yir•pN�rr►�un, Phn /-=ola�lwt—^— PORTABLE ]BUILDINGS aeAs10N; SCALE:t•=Y-0 (1•)S•17 _.._._PER172D63 S ROOF TRUSS TOP PLATE CONT.DOUBLE VARIES(SEE PLAN) {TYP) \ JOINT /-TOP PLATE I .. \`BOTTOM PLATE JOINT \ TREATED 2x4 x 6'.0"LONG \ SPLICE PLATE CENTERED ON SPLICE,EACH SIDE OF \`-TREATED 06 STUD SKID Vd 2 RDVVS 100 NAILS SKfD (TYP) 24' MIN @ 4"O.C.STA13QERED 1-WALL TOP PLATE SPLICE DETAIL 1Y"-16GA STEEL ST.RAP. IYUI WRAP AROUND JOIST d '* VED" {\''ATTACH TO JOIST 2-SKID SPLICE DETAIL - SIMPSON MTS16 STRAP l EACH)SIDE OF JOIST,w/M10d.x'1)y"NAILS�MIN) ROOF ` DOUBLE IN EACH END O THE STRAP AT EACH TRUSS. TRUSS , TOP PLATE 7 YVRAP AROUND TOP PLATE.• 1Y4-1S GA STEEL STRAP. I REF DETAIL 41S-3.0 FOR AN �. WRAP OVER•WALL TOP 3'N41LS ALTERNATE HOLD DOWN PLATE.PROVIDE(3)Sd 12"O C 2Y4 STUD OPTION IN LIEU OF THE NAILS INTO TOP OF PLATE. @ /�(END WALL) METAL STRAP- PROVIDE(6)1Od NAILS MIN INTO STUDI SIDE OF PLATE (2)2x4 STUDS PORCH POST (SIDE WALL) BEYOND. (2)2xq TOP PLATE REF DETAILS ON w/COtIF. 'x 5%` SHEET B32 FOR PLYWOOD SOFFIT , AQD'L INFO. EXTENDED FROM BUILDING 13"NAILS O 12"O.C. i STUD— STAGGiFREO ; 3 i NOTE:REFER TC3IS3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL 3-PORCH EAVE DETAIL SCALE=1Yz-1"0" SCALE F 1Y7.11-V I . r � BUILDING—FLORIDA—WIND=160No UTILITY -2017 ---- a�•�GENS�•.;�Y y NOTE. REFER TO FASTENING SO4E%OULE ON SHEET$".1 AND"2 FOR PRO.iECT NO: t * ATTAcmmENTINPoRuAnon,Nor NoTEaoNTNNrm ET. SHEET NUMBER y k.:A-F- s ADPmed byyPhl1p 6 Robbbs DATE 11-15 2017 'y3• ��ORlOR; • .Florlda PE d90111 � DRAWN 9Yi KLN 4 15?44"^ C h e r i CHFL'KED DY: KLN Yl� rrnrrrnn,• )),)s-/7 _- -- 7pe gg174Q83 r-'�j PORTABLE BUILDINGS YI&ION: SCALP:r=1:o RF REF DETAILS 3&41S•3A REP DETAILS 31S-3.}d 115-3.0 FOR ROOF TRUSS 401-D- FOR ROOF TRUSS HOLD- i DOWN INFORMATION DOWN INFORMATION (2)gm"x 6"LAG /� NOT SHOWN FOR CLARITY NOT SIMN FOR CLARITY SCREWSTHROUOFI MIR) , mp) TOP PLATES INTO—� ROOF TRUSS 4x6 P.T.POST \\ (•yp) rs'P.T.FLYWOOR �—CEILING AT PORCH ONLY. (2)4ie'x 6"LAG 1 48P.T. SCREWS THROUGH POST TOP PLATES INTO 06 P.T.POST P.T..Ix PORCH BOARDS w/(2)31 NAILS NM CONT.2x P.T. EACH FLOOR JOIST -- RIM JOIST—\� DOUB4E 7DP PLAT[ ENO WAIL EK1FNDED Ixe P.T. �� TO PORCH POST POST (0)3•NAILS(MIN) ,Jf FROM END JOIST 4xS P.T.SKID INTO CORNER POST NQ1 » ,y,f ry P.T.ix PORCH BOARDS BOTTOM PLATEAM ` S INTO 1-CORNER PORCH POST DETAIL EACH FLOOR I P.T. FLOOR J0137 axe P.T. POST P.T.I PORCH BOARDS -- wl(2)3"NAILS INTO CONT.2x P.T. / EACH FLOOR JOIST / \ RIM JOIST^\ REF DETAILS 1&31S32 / 4x6 P.T.SKID FOR POST BASE J ATTACHMEN't FLOOR JOIST ! . PORCH VARIES(SEE PLAN) I (np) (6)3'NAILS(MIN) / �.,4x6 P.T.SKID . - ----a FROM JOIST— ...-...-.- ._.__.. .._._..._...�..-_.� INTO POST NOTE REFER TO DETAILS IM.2 AND 243.2 FOR INFO NOT SHOWN. f NOTE:REFER TO VS3.2 FOR INFO NDT'SHDWN. i 2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION I ,���rupUbgryrrii t UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC- 2170 i:• Na77209 •.#c NOTE REFER TC FASTENVIC SCHEOULE ON SHEETS 9•0.1 AHD"2 FOR PRae�r 4' SHEET NUMBER O * II ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. STATE DATE: '11.15-2017 A.�pO�F '• r APPMed by I'Vil E RobblasWeather DRAwr1 HY KLN 7r Floridal oft PE��B�0f70� KingKLN 3r� ud 4jhr""11Nrt��l)-If-77 Plan No. D R4�T/�1�L 8�11L1�.�f1FGiS REVISION: SCALE:1•=1'-0 I .METAL ROOFING OVER ---•-- •`~-- -^—__.. %"OSS SHEATHING. 29 GA METAL PANEL REFER TO DETAIL 1 r.332 / FORATTACHYENT -_ Yrei4 SELF DRILLING NIO-14 x W WOOD SCREW DOUBLE SCREW W!WASHER r w/WASHER g3.5"S.S-3.5 O.C. TOP PLATE-��\ SPACED @ 24.O.C. �` sY,. 31," ! (EACH SIDE OF EVERY MAJOR RIB) ALONG EA SIDELAP I \ SIMPSON MTS16 STRAP 29 G.A.METAL SIDING- \ w/(7)10d x 1Y{NAILS(MIN)IN ATTACH TO GIRTS PER EACH END OF THE STRAP DETAIL SIS-3.2 \ AT EACH TRUSS-%YRAP AROUND j AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES N01-LINE 2x FRAMING UP WITH A WALL STUD BELOW, t REF DETAIL 415-3.0 FOR AV FASTENING PATTERN AT PANEL ENDLAP 20 WALL GIRT.ATTACH ALTERNATE HOLD COWN,OPTION TO EACH STUD w/ IN LIEU OF THE METAL STRAP. (3)3-RING SHANK NAILS (TYP) 29 GA METAL PANEL 7 k,"-14 SELF DRILLING 41 N14 x 1.1v WOOD SCREW — SCREW w/WASHER, w/WASHER @ 9"O.C. SPACED 0124-O.C. m TYP r(ONE SIDE OF EVERY MAJOR RIB) ALONG EA SIDELAP r rF10-15 x OV WOOD SCREW i 29 GA METAL PANEL— WI WASHER Q 9'O.C. r(ONE SIDE OF EVERY N WOR RIB) a Y I SPACE SCREWS AT 18"O.C.MAX f ALONG PANEL LENGTH. I; 2x4 STUDS @ -)�, ; DOGWEN 1 29 FRAMLl ING J 2x FRAMING SPACED J FASTENING PATTERN AT INTERIOR PANEL SUPPORT AT24.00,MAX 2-TYPICAL VERT METAL SIDING DETAIL 1-METAL PANEL FASTENING TO OSB 3-METAL PANEL FASTENING TO WOOD FRAMING j NOTE:REFER TO DETAILS 1/S3.0 AND 3/53.0 FOR INFO NOT SHOWN. SCALE=1Y1"-1'-0• I Ill ,�a ,',G ° -- UTILITY BUILDING--FLORIDA—WIND=160 MPH--FBC 201-7— - . , *� No.77209 YJ. NOTE. REFFRTOFASTENINGSCHEDULEON9HEE'T8S-0.1ANDS-02FOR PROJECT No: b * t ATTACHMENTINFORMATIO(1 NOT NOTED ON THIS SHEET. DATE - SHEET NUMBER 11-15-2017 S7AT6i 1� rc OF APWoved�y Phlylp E Robbins KLN ��� �i �{„/ '•. �• Florida PE-49070 Weather 'K i n DRAWN aY: "'"• CHECNSD 6Y• KLIN a p� VU PORTABLE BUILDINGS � REVISIOV- SCALE:1"=V-9 PER17-2063 12- 7-J 7 P 29 GA.METAL ROOFING OVER No,OSS SB SHFSHEATHING. REFER TO DETAIL MELT 1� FOR ATTACHMENT SIMPSON I 16 STRAP 29 GA.METAL SIDING OVER w/(7)10E x 1kj NAILS(MIN)IN %e OSB SHEATHING._ EACH END OF THE STRAP REFER TO]DETAIL US-3.2 AT-EACH TRUSS.WRAPAROUND FOR SIDING ATTACHMENT L AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT L1NF UP YJITH A WALL STUD BELOW. REF DETAIL QS-3.0 FOR AN ATTACH OS13 SHEATHING ALTERNATE HOLD DOWN OPTION TO WAU FRAMING 1N LIEU OF THE METAL STRAP. W18d NAILS 0 S•O.C. IN FIELD B ALONG_ EDGES.(SPACE NAILS \ AT 3.O.C.ALONG PANEL EDGES AT ENDWALLS) 1x4 STUDS 9 18'O.C. f I "APP'W'&o1 cocumm i 1-TYPICAL HQRIZ METAL SIDING DETAIL NOTE:REFER TO DETAILS 11S3.0 AND 3183.O FOR INFO NOT SHOWN. i �[�[AITNIRtIQNJ UTILITY BUILDING--FLORIDA--MIND=I6U MPH--FBG 2017- _}i N04. 7 *3 NOTE: REFER TO FASTENING tCHEPULIF ON SHEETS".1 AND 54.2 FOR PROJECT NO: * C ATTACHMENT INFORM!KION NDTNDTED ON THIS SHEET. GATE. SHEET NUMBER' 11-15-2017 �'/j�] Approved by PhWk E RobOine � ,I A • �., p .Roll a PE 0070 DRAWN D KLN r y, • `•• ® Q//' e CHECKED BY: KLN i. wJlhlIT11I�M[�(�jj_r7 P 0. 72083 -17 PORTABLE BUMPINGS REVISION. SCALE: o i EXTERIOR WOOD SIDING. METAL WALL SMWG wl REF DETAIL 1/8-3.0 FOR 2z4 WALL GIRT.REFER RIBS RUNNING VERTICALLY. / NAILING REQUIREMENTS TO DETAIL 21S3.3 FOR r ATTACH TO WALL GIRT PER SOACING AND NAILING, / DETAL W".3 V.TRTD REOUIFiEMEN7S PLYWOOD-� TRIM X.-TRTD PLYWOOD- ROLL-UP DOOR GUIDE. TRIM ATTACH TO WOOD JAMB / (2)2x4 SP N2(OR SETTER) vr0j x 1.75"LONG IAG / CT 0.79. JAMB STUD.REFER TO ROLL-UP DOOR GUIDE. SCREWS @ 12'U.C.PER ��. FASTENING SCHEDULE ATTACH TO WOOD JAMB KO.7W (2)2x4 SP p2(OR SETTER) MANUR SPECS.SOT TOM / FOR NAILING REQUIREMENTS wlY."x 1.75'LONG LAG JAMB STUD.REFER TO SCREW TO BE9'MAX— SCREWS Q IT O.C.PER 196' FASTENING SCHEDULE ABOVE FINISHED FLOOR. MANUF.SPECS.BOTTOM FOR NAILING REQUIREMENTS LOCATE GUIDE FOR LAG SCREW TO BE EP MAX SCREW TO BE CENTERED ABOVE FINISHED FLOOR ON JAMP STUD CLOSEST LOCATE GUIDE FOR LAG TO DOOR OPENING SCREW TO BE CENTERED ON JAMB STUD CLOSEST 1-ROLL-UP DOORJAMB DETAIL METAL WALL SIDING OVER TO DOOR OPENING (WOOD SIDING) rREFDETAILIiS-3.0FORNG 3-ROLL-UP DOOR JAMB DETAIL NAILING REQUIREMENTS (VERT METAL SIDING) 9('TRTO PLYWOOD TRIM I -- r ROLL-UP DOOR GUIDE. ATTACH TO WOOD JAMB (2)2x4 SP 42(OR BETTER) vjlY4'x 1.75'LONG LAG 0.I' —JAMB STUD.REFER TO SOREWS(�12 O.C.PER FASTENING SCHEDULE I MANUO.SPECS.BOTTOM --rr-. FOR NAILING REQUIREMENTS j SCREW TO Be 61 MAX �L ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 2-ROLL-UP DOORJAMB DETAIL (HORIZ METAL SIDING) i�unnunnuB. _ �0 J% s° yy.. UTILITY BUILDING--FLORIDA—WIND=160 MPH--Fnr% 2017 * No.77209 NOTE: REFER TO FABTENMIC SCHEDULE ON SHEETS B-0.1 AND Ei-0,2 FOR PROJECT NO. SHEET NUMBER 1 * ATTACHMENT INFURNATION ti0T NOTED ON THIS SHEET. DATE 11,16-2D17 A •'.,t'STOF B Approved byy Phll-4 E Rnhbirts DRAWN BY.'- KLN S�_ UB ... : FIOrlde PIE Weather KingeCHECAED BY: VB V E �QYts N^� HLN T/gI�IRNNNT PIRn NO. � RT/�BL.E Bt IE.Q.111fGS REV15FON: SCALE:I 11T=V-0 II-of-17i Fi-PER17M3 1.17 4 PROVIDE CONTINUOUS r r-—-in ———T 7 ALUMINUM Z-BAH FLASHING I I I I I I I I AT SIDM HORIZONTAL JOINTS. I I .ATTACH TO FRAMING wl STAPLES AT 12'O.C.(TYP) L L�_J J I I I I I I I I -~ f FRONT ELEVATION [/�/001 AND WINDOW LOCATIONS VARY PER CUSTOMER. SIDE ELEVATION. rr—-t-I � � j II II I PROVIDE CONTINUOUS I I I ALUMINUM Z•SAR FLASHING 1 L L_—J� '�--AT SIDING HORIZONTAL JOINTS. rely` GI`f 11 ± ATTACH TO FRAMING WJ 1'x�4 STAPLES AT 12'O.C.(TYP) i f -OPTIONAL DOOR OR WINDOW. NOTE: LOCATIONS VARY PER CUSTOMER. WINDOWS.DOORS,AND TRIM SHCWN1ARE CONCEPTUAL,ACTUAL WINDOW,DOOR,AND TRIM u u MAY VARY PER CUSTOMER REQUEST. REAR ELEVATION I i TILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2017 t *;• No.77209 •=.*: PROJE.^THO: SHEET NUMBER * DATE, 11-1&2017 STATE Approved h PNIIIp E'lobbing DRAWN BY! KLN A�O IOPr .Florida PE lB010 Weather Kinge� , f CHECUED eY; KLNnman»I$-13-17 �BPER772M M� 47 PORTABLE BUIL PI�SlGS _ REVI610N: - SCALE:NOT ToSCALE ' 2) 20 14art,0` ck i R6,c mount i T B e A toe J. �P�io A_os G46 ,rr. 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Go.v�Ro CD COVERED N 8 11 6�� 2 Do �l M A � PORCH " °D 0,0�� 0 7' (Pg)bn 1T C� � UI o of - G 20�0' o 'o 2.0' o L00T 35 x�1° rRD1llT 8� a.r' BI ock 45 � p 9 _ oa Cn o 32 0 -STORY ED o 9.5' 7.5' LlZa• I ILI I I , I 1 I � N o W , r.0 W o z ? � 0 o in o °57'38'4 N 75°14'00" E 51 .3 FIR �/. 5 A C12L� Q r 67 '�O' 'W 2' CONC ',W CONC CURBING Bu►�e nl(S CONC APRON ip MAILBOX APRON �o ' EP " (60' Right-of- 1,D=15*57 3$'CL POINT OF R-55.00' CURVATURE _ CL S 75*14'OO"S 22 • �532 (Basis o1 rj 2' CONIC EP SE Celes �6a- CURBING PLer' i � , -OHE-_ _ - 0 = OCTOBER 16, 2015  CL = Date of Signature '�WILJ-IA:M B: 9EWET T` E C = PrAssional_ eyor BcAapper Florida-:Ce 6 a 353 y FIR = 10'-No..-7@08 FIP use s �