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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE. 3. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2020 FBC FIGURE 1609.3(4) Vult = 120 MPH Vult=-140 MPH Vult =160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi = 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 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 350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. j-I<'*'-a I © !pot 47 Z 1&7 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC r RECEIVED JUL 3 0 2021 St. Lucie County Permitting WEATHER KING P.O. BOX 108 PARIS, TN 38242 MASTER ANCHORING PLANS--FLORIDA'-FBC 2020 PROJECT NO: DATE: 12-31-2020 DRAWN BY: KLN CHECKED BY: KLN REVISION: SHEET NUMBER SmomAP 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 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 301-0" 32'-0" I 2 2 3 3 3 4 - - - - - - 2. 2 2 3 3 3 3 4 4 4 4 - - 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 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'.0" 26'-0" 28'-0" 30'-0" 32'-0" a 3 3 4 4 4 53 3 3 3 4 4 4 4 5 5 5 - 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" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'4' 8'-0" 4 4 5 5 5 5 - - - - - - 10'-0" 4 4 4 4 5 5 5 6 6 7 7 - 11'-2" - 4 4 4 5 5 5 5 6 6 7 7 RECENED JUL a 0 2021 Sh WO Cwnty vffrllf�nr. t, MASTER ANCHORING PLANS��FLORIDA� -FBC 2020 PROJECT NO: SHEET NUMBER DATE: 12-31-2020 ve, DRAWN BY: KLN We a th.. e.. r t n 9 CHECKED BY: KLN Sml.O=AP PORTABLE BUILDINGS REVISION: 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" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 4 4 5 - - - - - - 10'-0" 2 3 3 3 4 4 5 5 5 6 6 - 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'-0' 18'-0" 20'-0' 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 4 4 5 5 6 6 - - - - - - 10'-0" 3 4 4 4 5 5 6 6 6 7 7 - 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,-0" 8'-0" 5 5 6 6 6 7 - - - - - - 10'-0" 4 5 5 5 6 6 7 7 8 9 9 - 11'-2" 1 - 4 5 5 6 6 7 7 8 8 8 9 MASTER ANCHORING PLANS--FLORIDA--FBC 2020 PROJECT NO: DATE: DRAWN BY: e*w&.%',h er fn CHECKED BY: PORTABLE BUILDINGS REVISION: RECEIVED JUL 3 0 2021 St. Lucie County Permittino SHEET NUMBER 12-31-2020 KLN KLN Sml.lmAP SCALE: ATTACH ANCHOR TO RIM BOARD W/ Y2' O BOLT W/ WASHER (GALV.) iV REFER TO SCHEDULE I' FOR ANCHOR INFO. U PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST W/ (6) 10d NAILS MIN. REFER TO SCHEDULE FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x 1Y4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) 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 OUTSIDE SKID (TYP) ❑ z � Qo FINISH S Vp U GRADE ww J M Qarl� 20 GA. x 1Y4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. FINISH OUTSIDE J GRADE SKID (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL RECOMMENDED GROUND ANCHOR SCHEDULE SOIL CLASS ANCHOR DESCRIPTION O ROD x 48" LONG w/ (1) 6" HELIX Y4' 0 ROD x 48" LONG w/ (1) 6" HELIX 4a %4' O ROD x 48" LONG w/ (2) 4" HELIX EYE ANCHOR - 8" O ROD x 48" LONG w/ (1) 6" HELIX EYE ANCHOR - 3/4" 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 2020 1 . - • . PROJECT NO: SHEET NUMBER DATE: 12-31-2020 �i DRAWN BY: KLN vv eaxner - , CHECKED BY: KLN Omllvmlir PTLE BUILDINGS REVISION: SCALE: 1"=1'-0 RECEIVED JUL 3 0 2021 St. Lucie County P@ffifiEting ATTACH ANCHOR TO RIM BOARD W/Y2' 0 BOLT W/ WASHER (GALV.) N PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST W/ (6) 10d NAILS MIN. FINISH GRADE OUTSIDE SKID (TYP) 20 GA. x lY4' WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. REFER TO SCHEDULE I I q REFER TO SCHEDULE a °.' a a ' FOR ANCHOR INFO. u e FOR ANCHOR INFO. u OPTIONAL 16"xl6"x4" SOLID MASONRY OPTIONAL 16"xl6"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 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 - - - - - - - - 1014" 2 2 2 3 3 3 - - - - - - 1 V-2" - - - 3 3 3 3 3 3 3 3 4 NOTES: 1. BLOCK PADS ARE OPTIONAL. 2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16xl6 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. 2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD � MASTER ANCHORING PLANS--FLORIDA--FBC 2020 I PROJECT NO: DATE: 12-31-2020 DRAWN BY: KILN IL A mln CHECKED BY: KILN PORTABLE BUILDINGS REVISION: FINISH GRADE RECEIVED JUL 3 0 2021 St: gcie County f�Pm1lfEing SHEET NUMBER S=2]mAP SCALE: 1 "=1'-0 GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE. 3. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2020 FBC FIGURE 1809.3(4) Vult.12DMPH Vu11=140 MPH VuB=160MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpI - 30.18 4. THE MINIMUM ANCHORAGE SHALL BEAN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAYBE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. S. WEATHER KING 18 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 8. 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 BERATED FOR SOIL CLASSIFICATION 40. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. S. GROUND ANCHORS DESIGNED FOR SOIL CLASS 48OR BETTER. SOIL CLASS 4a. CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL BLOW COUNT, PER ASTM 01588, OF ISTO 23, AND A READING ON A TORQUE PROBE OF 276 TO 3501NCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4® SHALL BE 48 INCHES. �.tx; jcEivst;•:zZ * ; • NO-77209 SI'A1'E • ��oRtO,P.•' • WEATHER KING P.O. BOX 108 PARIS, TN 38242 MASTER ANCHORING PLANS-FLORIDA-a-FUDC' 2020 Dlgitallyslgned by KevinNolan ON: ha9.234219200300.1 O 1.1=A014 100000001740CBMIFO0044AS f- -4,6Q WnNolan,c=US 6/ Date 2020.12311033326-W O' Neather K'i'nj'go PORTABLE BUILQIFIGS PROAFCTNa SHEET NUMBER SCALE: NONE DATE: 1231-2020 CHeg0ED BY: KLN REVISION: . 4 N-77209 :* . ti•COp�pp:r• 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' mr le-w 2(mr 2z4r 24-4r 2v4r 2&-w 30'-0 W-V b'-U' 2 2 3 3 3 4 10'-0' 2 2 2 3 3 3 3 4 4 4 4 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 1(Y4' 12'4' 144' 190 1V-W W0 2Z4r 24'4' 26'-0' 2 W W-W 3Z4r 8-0' 3 3 4 4 4 6 101-0' 3 3 3 3 4 4 4 4 5 5 5 2 3 3 4 4 4 4 6 6 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 101 W IZ-W 14-0 16-' IF-W W-W 2Z-W 24-0' W-W W-W 30'-0' 3Z-V 8'-0' 4 4 6 5 5 b 10'-0' 4 4 4 4 5 6 5 B 6 7 7 4 4 4 5 5 b 5 6 6 7 7 MASTER ANCHORING PLANS--FLORIDA--FBC 2020 ('I � yslgnalbyV&,4.Nolan 09134219200300.100.1.1=AM4 ��/t'./ 10000�001740CBMIFOD044A8 I 4;aKKe�AnNalco,c U5 Datr.2020.1231109357-06W Weather Kinge PORTABLE BUILDINGS SHEET NUMBER 1KLN 1-2020 8-10-AP KLN mmlort I SCALE: * Na7MO9 STATE • ��OR10P'� 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' 12'4' w4r 16'4' 18'-0' 20'4' 224' 24'4' m 28'-0' 30'-0' 37-W 8'4' 2 3 3 4 4 5 10'4' 2 3 3 3 4 4 5 5 5 6 8 117T 2 3 3 1 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 10'4' 12'4' 144' 16'4' 18'-0' 20'-0' 22'4' 244r 26'4' 28'4' 30'4' 3T-0' F4' 4 4 5 5 8 6 10'4' 3 4 4 4 5 5 6 6 6 7 7 111-2' 3 4 4 1 5 5 5 5 8 6 7 7 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 104' 12'4' 14'4' 16'4' ur-cr 20'-0 22'4' 24'4' 28'4' 26'4' 30'4' 32'4' 8'4' 5 5 6 6 8 7 10'4' 4 e 5 5 6 8 7 7 8 9 9 117,r 4 5 b 6 8 1 7 1 7 8 I 8 I 8 9 MASTER ANCHORING PLANS--FLORIDA--FBC 2020 4' Wgita"ned Loy KevIh Ndan VI ON: �09"2.19200300.100.1.1=A014 100000W1740CBMlFMMAB �--,C a;i" Nobn, c=US We:2020.123110.34:18-06'00' Weather King® PORTABLE BUILDINGS SHEET NUMBER 1-2020 KLNKLN S*AP SCALE' CONCRETE SLAB TIE TOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) ATTACH ANCHOR TO CONCRETE W/V DIA. EXPANSION BOLT W/ 7 EMBEDMENT (TYP) * NM77209 =: A-ST E 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/JV O BOLT W/ WASHER (GALV.) �I REFER TO SCHEDULE FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x 1YC WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. L CONCRETE SLAB ON GRADE BY OTHERS. 4• MIN 3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL REFER TO SCHEDULE FOR ANCHOR INFO. OUTSIDE SKIO (TYP) FINISH a GRADE 20GA. x1Y WIDEGALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. FINISH OUTSIDE GRADE SKID (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL RECOMMENDED GROUND ANCHOR SCHEDULE SOIL CLASS ANCHOR DESCRIPTION 0 ROD x4KY LONG w/ (1) 8' HELIX 9;' 0 ROD x 4W LONG w/ (1) 8' HELD( 48 94 0 ROD x 4W LONG w/ (2) C HELIX EYE ANCHOR -9r 0 ROD x 48' LONG w/ (1) 8' HELIX EYE ANCHOR -V 0ROD x48'LONGw/(1)8'HELIX NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIp ION. H MASTER ANCHORING PLANS-FLORIDA-FBIC' 2020 d DlgltAlysignedlsyl4wlnNolan PROJECT N& SHEETNUMSER DN: DATE. 1231-2020 09342.00.100.1. 4100M70W901NOW °ADA."aKKcwlnNolmc--US WeatherKinge CBY: KLN IQ.N 8-10—AP'2o12allo-a41 - w. PORTABLE BUILDINGS REMKft SCALE:ISY-0 ATTACH ANCHOR TO RIM BOARD WIX' O BOLT W/ WASHER (GALV.) PROVIDE 2K TRTD BLOCKING AT BOLT LOCATION. PLACE W/GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST W/ (6)10d NAILS MIN. FINISH GRADE 20 GA. x 1-h WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED OUTSIDE BOLT PER MANUF. SPECS. SKID (TYP) _\ �I REFER TO SCHEDULE " + • .' ; REFER TO SCHEDULE • { • ; • . FOR ANCHOR INFO. ! FOR ANCHOR INFO. OPTIONAL IMBW SOLID MASONRY OPTIONAL 185ABSc4' 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 BI NUMBER OF PADS BENEATH EACH SKID WIDTH 1afi mo- 1w-w iv-v iv-v w-w w-w 24-0' 28--0` 2'-0` I w-w 1 3z-v lr4r 2 3 3 3 10--0' 2 2 2 3 3 3 111r 3 3 3 3 3 3 3 3 4 NOTES: 1. BLOCK PADS ARE OPTIONAL 2. BLOCK SIZES SHOWN ARE NOMINAL PADS MAY CONSIST OF EITHER A SINGLE 16x18 BLOCK OR (2)18x8 BLOCKS. 3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. e�;* h leo' 'ti .� LATE �OR1VP•� ' MASTER ANCHORING PLANS-FLORIDA-FLDC2020 Vpiyralynedpy an PROJECTNO: SHEET NUMBER �Kam IlDN: MBE 1231-M 097342.192003W.100.1.1-A014 0R WN W. KLN �1000=l74W&M1 F0000A8 Weather Kin CHECKED BY: KLN 2 F* `'4, a Kevin Nolan, c=US 1.1 Date:202023110:35.04-WW PORTABLE BUILDINGS SCALE:1'=r-0 FINISH GRADE Approved by Ph. E Robbins tdd AA . Fht a PE 9070 - . Flalda Msaulxluna Bra - .. Plan No. 'pEn 016e.:W0 9lW02I mw tad GENERALNOTES `., 1. STRUCTURE HAS BEEN DESIGNED IN ACCOftDANGE WITH DESIGNCRITERUI 12. ALLFLOORJOISTS ARE TO BE PRESSURE TREATED . 1 RISK,CATEGORYI' Adrei+te�aMtiaaN ITEMS BYOTHERec Toa�wcBen iYW • `THE FOLLOW WGITEMSMAY BE SUPPLIEDAND THE 2D20,FLORIDA BUILDING CODE (FBC). SYP f72 OR BETTER .•;; 2 LIVE LOADS- THESE ITEMS MAY BE lMnwtlNman 'SUBJECTTOLOCAJURISDICTIONAPPROVAL,, . 2. ALL MATERU{LS AND CONSTRUCTION SHALL BE IN . 13: ALL UN TREATED WOODFRAMING ISTO BE TO BE; FLOOR 40PSF mni wrxal WEATHER KING PORTABLE BUILDINGS !S NOT"', ACCORDANCE WITH THE•ABOVECODES ATTHETIMEDF SPF#20RBETTER UNLESS NOTED OTHERWISE ROOF•20F'SF RnRz N. a' "RESPONSIBLE FORTH_ ESE ITEMS. MANUFACTURE `, ;:• " -•; -. 14. WOOD+FRAMWGSHAL'LCOMPLYWCfHDTHEAN3UAWC, 3 DEAD pion* AWrfturLwa i THEFOUNDATIONANDTIE-DOWNSYSTEM a DRAWINGS SHALL -NOT BESCALEOFORDIMENSIONS. 'NATfONAL,DESIGNSPECIFlCATION{N S)fORW00D F OOR.4, F li�pnr�1 2 RAMPS STAIRS AND GeNERALACC = CONSTRUC710N' 2018.R60F S PSF WALLS 9 PSF . YM� M 4 STRUCTURES ARECIASSIFIEDAS'MINORSTORAGE,N FACILRIES (RISK CATEGORY I) PERTTABLE 1804.6 AND ` 16 ALL FLOOR DECKING IS TO B09, TREATED PLYWOOD AulMottu t�Aelpeti+WpW" 3 E . .,ELECTRICAL SERVICE HOOKUP SHOULDNOT$EUSEDFORHUMANHABITATION r. ORs/e PERFORMAX500fLOORSHEATHING, fI00RING" 4.WIND LOADS AREBASEDOTHEFG CLOSERTHAN'181NCH FLooft HEATHI ROULOORINL . ' VWi 180MPH (2020FBCFIGURE 16093(4));-. 5. STRUCTURES ARE DESIGNED FOR LOCA710NSTtiAT HAVE A BE OF NATURALLY DURABLE OR PRESERVATIVE TREATED Vass! = l24 MPH'MAppppWED" 3 SECOND WIND GUSTOF 180'MPH FOR RISK CATEGORY I . - WOOD IN ACCORDANCE WITH 23L!4.f2.1-k RISK CATEGORY I EXPOSURE.CATEGORY C STRUCTURES PER'FIGURE IW9.3(4) OFTHE2D2D FBC., i6 ALLSKIDS'ARETOBE4XaPRESSURETREATED INTERNALPRESSURE COEFFICIENT, �QC/t1MEt�1' 8 SIDING FASTENERS SHALL NOT BE INSTALLED.IN PANEL SIDING .- RATED FOR GROUND CONTACT O ='0 19 GROOVES IN THE,FIELD OF THE PANEL OR WHEN THE SIDW G CO_ MPONENTS $ CLADDMG GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 17. REFERTO THE SUPPLIED. FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF . EFFECTIVE WIND AREA Ae =10 FP ROOF -ZONE ! = 19;3; 30.8 PSF T. STRUCTURES ARE.DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PERTHE. 2020 FLORIDA BUILDING CODE ROOF -ZONE 2 = 19.3,`-53.3 PSF ROOF 3 = 19.3 -78.9 PSF. IN FLOOD HAZARD AREASr TABLE 2304.16.1, UNLESS.NOTED OTHERWISE. -ZONE 'WALL -ZONE 4 = 33:$ 38,3 PSF, "- :S.1N ACCORDANCE WITH FBC 16091-Z STORAGE SHEDSNOT ' A ALL' EXTERIOR NAILS ARE TO BE -ZINC COATED.'. " WALL ZONES 33,5, 44.8 PSF DESIGNED, FOR HUMANHABITA.TIONWITH AFL00R"AREA -; OFT20'SQUAREFEET.OR'LESSARENOT;RECIUIREDTQ.COMPLY ; lB.STRUCTURES$HOUIDHAVE30YEARRATEDASPHALT EFFECTIVE AMJAkkE Ae=2QFT° WITH THE MANDATORY WIND$ORNEDEBRISIMPACTSTANDARDS SHINGLES.CONFORMINGTOASTMD3181{CLASS,Fj )DR D7158 H)' OR 29 GA METAL ROOF PANELS. ROOrZONE1- 17-29.8PS -ZONE 2 = IT.B 99.0 PSF OF Tl1E 202tl fBC. ASTM {CLASS ROOFZONE3 ;17.8,-T3.7PSF 9 IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 ZO. SECTIONS ANO:DETAILS SHOWN INTENDED TO BE WAL L ZONE 4 = 32.0 -34.8 PSF„ SQUAREFEET_011LESS THATAREIINTENDEDfORUSE IN TYPICAL AND SHAL.LAPPLY AtALL SIMILARLOCATIDNS, WALGZONES=32D-41.8PSF CONJUNCTION WITH ONE -AND TWO. FAMILYRESIDENCES UNLESS NOTED OTHERWISE OTEL. CBCWINDPRESSURESSHOWNMAY BE ARENOT'SUBJECT,TOTHEQOORHEIGHTAND WIDTH ' REQUIREMENTSOFTHE2020MO. 21.ALLBUILDINGS ARE TOBEADEQUATELYANCHORED TO REDUCEOFORtARGERAREAS AS. ALLOWED. BY CODE:, TO RESISTWND LOADS. ANCHORING.OF THE BUDDING IS . rieeb_wRranrrTrnalAaanOVAI FASTENiNG,SCHED.ULE (CONT.) 16'-W.M.AX LENGTH' TREATED RIM JOIST (TYF) 4x6 TRTD SKID m N I f f•I I L I. I i I, PONT. 2z4 TREATED FLOOR JOISTS Qa 1G O.C. MAX. (SPLICED.JOISTS ME NOT PERMITTED) FLOOR FRAMING ELAN Approved 6y PhU E Robbins Flo aPE.9070' Fi75 o, pmtotso Date: v19Yte21 01 "APPROVED" DOCUMENT t FASTEN ROOF SHEATHING TO FRAMING AT 61NCHES O.C. AT IV-M MAX LENGTH EDGES AND IRTHE FIELD, UNO. REFER TO FASTENING'SCHED.ULE FOR ADDITIONAL INFORMATION. -T. VARIES 0' FASTEN ROOF SHEATHING TO RIDGE FRAMINGAT4:INCHES'O:C,AT' - EOGES AND.INTt1E FIELD VlITF{IN THE END STRIP AT EACH ENDWALL REFER TO FASTENING SCHEDULE -,FOR ADDITIONAL INFORMATION. ROOF TRUSSES. REFER TO SHEET S-21 ROOF SHEATHING DIAGRAM ROOF FRAMING PLAN °�'00 ,v'��•!gy`a. GARDEN �T�LITY :=FLRIDA WIND 160 �: MPH . FBC 202o' * No.77209 r* -- reorecrrro * Digitally signed by,16in "a. SHEET NUMBER STATE _ I DN: t>A1E 01-18 2021 A .OF C 09 Milf9200300.100.1.1=A01 KLN` LOR10A p j�/ 4100001749t 995U1f00041A �/+� �r/1 \] i �.:,��1�F I� ® CHECiCIb BY: -KEN' .M. �� 84• cn=KeVln Nolan, c-US - . Oatg:2021.01181s:3as9-06'W PART/ BL`�' B111LD11VIC�'i5; '' R�nSwK scnLE;va•=i o Approved V Pla E Robbins %I a PE 9070. REFERTQNOTE10ON .e Y � SHEET S-0 FOR ROOF SHEATHING' ASTM D3161 CLASS F OR "11PPROVED' REFER TO NQTE'. �61� 701 W QIIIO° tnsrz0zt ASTM D7158 CLASS H ROOF TRUSS Q24' O.C: T SHEET S-0 FOR ROOF ROOF TRUSS Q 24' O.C. ASPHALT SHINGLES OR SEESHEET52:1 DOCUMNJ SHEATHING SEE SHEETS2.i 29•GFIGEMETALR0OFING' . 29 GA METAL ROOFING 12 PROVIDE CONT. METAL 12 4 r DRIP EDGE AT EAVES 4,1— AND GA13LEENDS. 29 GA METAL SIDING. REF: DETAIL WS3.0 (TYP) ATTACH.TO GIRTS PER DETAIL31S32 (IYP) TOP PLATE WTI-11.SIOING; �� PLATE3 ROWS %LP SMARTSWE OF 2x4 GIRTS . EVENLY SPACED: REF PRECISION SERIES DETAIL iW2 FOR no -090 SIDING; OR n'iao ATTACHMENiTO STUDS. q 29GAMETAL SIDING '? U+ 2x4 STUDS Q 16" O.C., 2x4 STUDS'@ 16' O.C. PROVIDE DOUBLE PROVIDE DOUBLE STUDS AT WALL SIDING STUDS AT WALL SIDING VERTICAL SEAMS VERTICAL SEAMS W TREATED PLYWOOD OR 6/' TREATED PLYWOOD OR PERFORMAX 50D FLOOR PERFORMAX500FLOOR DECKING. DECKING., Jr tot .(2) 4x8 TRTD SKID 2x4 •TRTD FLOOR JOISTS (2) 4x6 TRTD SKID @ 18' O.C. MAX 5'4r 2x4 TRTO FLOOR JOISTS NOTES FOR METAL WALLMOOF PANELS: t) METAL WALL PANELS -WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 1 ON SHEET S 3.2 AND DETAIL 1 ON SHEET S-3.3. 2) METAL WALL PANELS WITH 7HE RIBS RUNNING, -VERTICALLY TYPICAL SHALL- BE ATTACHED TO 2x4 GIRTS INACCORDANCEWITH VERTICACMETALSIDING DETAILS 2 AND"3 ON SHEET S32 3) METAL PANELSATTACHED DIRECTLY TO WOOD FRAMING SHALL REATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S•3.2 4) METAL PANELS ATTACHED TO DECKWG SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 1 ON SHEET.S3.2 BUILDING SECTIONS N° ORIDA IN"60ANH ABC 200 �GARDEN `BTI-- ? * . N6.77209 $ ,k * NOTE: REFER TO FASTENING SCHEDULE ON SHEEf9 S4.t AND S-02 FOR �PRaEcrNo• SHEET NUMBER. ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. DATE:- STATE i 0121"slgned by Kedn Nolan01•iB -2021 DN: , . - DRAWNBY: KLN. .c osz9+7a97oo3o0loata-Aouax 0 i,,.. �.�.`p./ v/ V�✓00=740C8MIFO CASA, elaith :� ��'• �-. - CHECKED BY. . �N �. . 0 �/1�. 4 OIVgL . �� m•KavioNotana0p PORTABLE,. BUII DIINGS r�Ellsrott SCALE 112. 03te2021At38 ts:19it9 •oso0 (TYP) DOUBLETOP PLATE 12 eNa. REFER TO DETAIL 4 ON LAP THETOP PLATE 4 r YIIPPROVED" SHEETS3.i FORSTRAP FRO MTHESIOEWALLCpp(jUMENT ATTACHMENT. OPENING OVER THE END WALL PLATE AT EACH CORNER. REFER TO DETAIL 3 ON SHEETS31FORSTRAP 8� 1Y" -18 GA METAL ATTACHMENT. BRACING STRAP. MAX REACTIONS (SEE NOTE: TYP). HDRIZ: 31 LSS. NET UPLIFT:-175LBS. GRAVITY: 152 LBS. v4r TYPICAL TRUSS DETAIL FRONT ENDWALL FRAMING TRUSS NOTES: ROOF TRUSS OPTIONAL 24x3S WINDOW 1. REFER TO SHEET S-0 FOR DESIGN LOADS. 2. MAXIMUM TRUSS SPACING =24' O.C. 3. TRUSS TOP CHORD $HALL BE BRACED W/ STRUCTURAL WOOD REFER TO DETAIL 4 ON LAP THE TOP PLATE SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. SHEET S3.1. FOR STRAP FROM THE SIDE WALL ATTACHMENT. \ OVER THE END WALL PLATE 4. ALL TRUSS MEMBERS ARE TO BE 20 SPF #2 OR BETTER. AT EACH CORNER. S. TRUSS PLATES ARE TO BE.2x4 - 20 GAGE (MT20)METAL, PLATES. HYDRAULICALLY PRESSED IN PLACE. EACH SIDE OF.T'RUSS. REFER TO DETAIL 3 ON 6. REACTIONS DUE TO,W WD:ARE BASED ON MWFRS END ZONE SHEET $3.1 FOR STRAP -PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR 7)S, • 15 GA MEfAt ATTACHMENT. COMPONENTS AND CLADDING WIND PRESSURE. BRACINGSTRAP (SEE NOTE. TYP) - 7. DEFLECTION MEETS LJ240 LIVE LOAD AND L/150 TOTAL LOAD. W-W 8. LOAD DURATION ADJUSTMENT FACTORS: LIVE 125 WINDi 1.60 REAR`ENDVIIALL FRAMING NOTE METAL STRAP BRACING Is NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING. PLYWQDD,OR OSB 9: REPETITIVE MEMBER INCREASE 1:15 �ttinllUOtrry s ::--4, GARDEN LITY- v- - FLRIDA--ININQ=16*HfBC 2020 No.T7209'1. * • NOTE.. REFER 70 FASTEMNO SCHEDULE QN SHEETS S-01 AND ".2 FOR . ,SHEET :ATTACHMENT INFORMAT{ON NOT NOTED,ON THIS SHEET:. PROJECT ND — OATS: 01.18-2021 UM R STATE ; . ta0ysignedby"Nobn S - DRAWNtiY: NUMBER - �O RIOP ® - qyG.. �p��,,, /✓/V/i/�r��9C89501F000t1A84at�KevM� ea7Mt,� CHEClfED 64• KLN�- = G 4prA0NAL,tt�po, Nolan o=VS .. REVISI06t SCALE: NOT TO SCALE tt„o�t�n f 9 **= omsls3m-mw PORTi3LEBUILDI{M d TO LONG NAILS; (!) 3' 1dA1lS LONG THROUGH ESAT BOTTOM PLATE /ILLS) INTO EACH STUD (3) 3• NAILS CONT:,2x4 TRIO BRIDGING W/ (5) 3• NAILS N 1-TYPICAL DETAIL EACH SKID ROOF TRUSS 1 IN LIEU OF M M18 STRAP, PROVIDE A SIMPSON 0,152 x 6" SDWG TRUSS SCREW (SDWO15600) OR EQUNALENTAT EACH TRUSS. NOTE: REFER TO W3.0 FOR INFO NOT SHOWN. 4ALTERNATE.TRUSS HOLD DOWN DETAIL ntntt" No " --� GADEN',� , `� NO.TIM9 ;.�*... ;NOTE REFER To FASTENWO SCHEDMFr - _ * -• ATTACtNIEtlT It.Tom%'T1ONNOTN �OF� F ig �t pD�ItpBys % ,ryr���i i �/r�/iLa•� S?oNP1; , wino Appm"dDy�PhYII EROWIns .,Fbtklu PE49070' ON METAL DRIP EDGE. ROOF D ' ATTACH TO ROOF $ gp CONT.N TREATED RIM BOARD 1r �rp�y��,PROtIED. w„•x3:gS an o. p Dt1 : lnerzort W/ 3• NAILS @ 6- INTO BRIDGING &(8)3 NAILS TOENAILED.INTOSKID o C. "' " lx4 P.T. FACIA FLOOR JOIST (4) W;x D 131" RI wl (2) 2' NAILS AN E NAILS'" AT EACH TRUSS INTO SKID SIMPSON MTS19'STRAP • P.T. PLYWOOD, WWII 10d x 1*' NAILS (MIN) IN SOFFIT yql (2)Y EACH END OF,THE STRAP, NAILS'ATEACH ATEACHTRUSS. WRAPAROUND _ TRUSS MD _NAIL TO WALLTOP PLATE O , WHEN TRUSS DOES NOT UNE . STUD o SKID TOENAIL TRUSS UP WITH A WALL BELOW. ? N' TO TOP PLATE W/ REF DETAIL 41S-3.0 FOR AN''. Z (3)10d NAILS MIN ALTERNATE HOLD DOWN OPTION STRAP. IN LIEU 00 THE METAL DOUBLE 2-FLOOR JST TO SKID. DETAIL 3- EAVE DETAIL TOP PLATE DOUBLE. 2A (TYP) TOP PLATE T NAILS @ SiDEWALL HEADER FOR B^O.Q OPENINGS UP TOA'-T. (2) LLITCHPLATE (1) 2x4, FLAT NOTE: SIDEWAII HEADER FOR , EMBERS ALL MEMBERS OPENINGS UP TO V-D . t4 ARE 20: UNO (2) 2x6 w/%OSS FLITCH PLATE SIDEWALL HEADER B• MAX (3) 3• NAILS 38• MAX FOR OPENINGS MP) UP TO 0=0' NOTES: 1. PROVIDE 2A JACK STUD UNDER EACH END OF LOAD STUD- • ' BEARING HEADERS: NAIL TO ADJACENT STUD PER FASTENING SCHEDULE NOT REQUIRED ATEND WALL - naFrLiNrs_ DETAIL CcD. ENDWALL Ut IAIL Ca- 51UtWALL 5-TYPWNDO.W FRAMING T�LITY-=FLaR(DA=-U1110 6 LTS S-0.1 AND S42 FOR - - - N THS SHEET. 4loa;.�t4,� _ .. ri YV�nooauLea�Lri�►.Sti0.03-m • ORTABILE:B�IILL�II+rICss' MPH-- T 01-18-2021 * . No 7T209 0ONT.DOUBLE TOP PLATE VARIES (SEE PLAN) i 1 30TTOM PLATE !DINT TREATED 2K4 x G-0' LONG N SPLICE PLATE CENTERED v1 ONSPLICE,'EACHSIDEOF M SKID w/ 2 ROWS tOd NAI S , TREATED 4x6 64 O.C.STAGGERED 0 SKID -0 2- SKID SPLICE DETAIL DOUBLE TOP PLATE 1Y,• -16 GA STEEL STRAP. WRAP OVERWALL PLATE. PROVIDE (3) 8d NAILS INTO TOROF PLATE 3•� @y2°AILS 2x4STUD PROVIDE (5)10d NAILS MIN (END WALL) INTO STUD/ SIDE OF PLATE. (2) 2x4 STUDS (SIDE WALL)' 3S NAILS @ .12" O.C. STUD STAGGERED 4-STRAP ATTACHMENT 5-TYPICAL CORNER DETAIL SCALE =1}4• =:i'�D• _ , ROOFTRUSS (TYP) TOP PLATE 1- WALL TOP PLATE SPLICE DETAIL 3=STRAP ATTACHMENT . SCALE - tw -1-M IO1IIIfIi4h- � - DEN VTILITY -".FLORIDA,--WND=�6Q OTMING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PRO. TiNFORMATION NOT NOTED ON THIS SHEET. ' . [nnn it DDRigitil�'sMjned byKevldNdan • - . ,092MZI WW300.100.1.1�,ADI COOD00174DCB9501F00044AS4 i aHKerinMolanaUS -. f:.f - Dat<:zozlat�slsro-zg-0ca CHECKED BY REVISION. ).H7- BC 202( SHEET NUMBER .01.16.2021 KLN s-3:1=G SCALE::1 -W-0 29GAMETALPANEL w! (01 SP Ir AL ROOF DECKING 2x FRAMING SPACED AT 247 O.C. MkX Approved by PIE 4ERobbins , Fbt)da P0070 At- AA�, jj�� NDI REFERTODETAIL IIS-32 FOR ATTACHMENTOF t+ Plen a PE1t2t01soDu19:vferzort •AppROVED METAL. ROOFING TO 29 GAMETAL PANEL THEROOFDECK VA4 SELF DRILLING DOCUMENT DOUBLE SCREW w1 WASHER R10;14 x %' WOOD SCREW TOP PLATE SPACED.Q24.O.C. WrWASHER @ 3.8'-SV-3.6- O.C. ALONGEASIDELAP+� (EACH SIDE OF EVERY MAJOR RIB) rlAND N MTSIG STRAP 29 GA. METAL SIDING;d z 1K•-.NAILS (MIN), IN . ATTACH TO GIRTS PERND OF THE STRAP DETAIL afS-32H TRUSS. WRAPAROUND IL TO,WALLTOP PLATE RUSS DOES NOT LINE 2x FRAMING UP WITHA WALL'STUD BELOW. 20 WALL GIRT. ATTACH REF DETAIL 41S-3.0 FORAN ALTERNATE HOLD DOWN OPTION FASTENING PATTERN AT PANEL ENDLAP TO EACH STUD w/ (3)3• x 0.131• RING SHANK IN LIEU THE METAL STRAP. NAILS (TYP) 29 GA METAL PANEL Ya -14 SELF DRILLING SCREW w/ WASHER SPACEDO.C. v1014 x U4' W90D SCREW . 9• TYP W/ WASHER @ 9.00 ,' (ONE SIDE OF EVERY MAJOR RIB) ALONG EA SIDDELAP �` --j ISx 1i• WOOD SCREWal ASHER @ 9- D.C. . I SIDE OF EVERY MAJOR RIB) Q :ESCREWS ATI6.O.C.MAX N10 1G PANEL' LENGTH. ir 20 STUDS Q 18.O.C. .Traa�ai 2x FRAMING FASTENING PATTERN AT INTERIOR PANEL SUPPORT 2-TYPICAL VERT METAL SIDING DETAIL 3-METAL PANEL FASTENING TO WOOD FRAMING NOTE REFER TO DETAILS11M.0 AND 3183A FOR INFO NOT SHOWN SCALE =- Ir m 1f-0' - V -A; MAI;1(-=FLORIDA --WIND=160 MPH- FBC 2020 't p NDTF- REFERTO FASTENING SCHEWLE ON SHEETS SO.I AND "2 FOR - - PROJECT NO: _ ATTACHMENFINFORMAMON NOTNOTEOONTHIS SHEET. • O. .c57 P7E { ayfwys>9�cdnyKcvmrrolui �OL21t)P - ,092MZ19200100IM i A714I0C ij7j $jO` � ,�O J", C/� {�jf/✓� b00W1740C89501F000f9A81, �tr4ij�n� f ��p1�� # _ wxevhiNo�c=US SHEET NUMBER OATS 01-48-2021 WN. 8,--32-G .. KLN �# t a 0 CHECKED BY: K!N` �Q��� fzEvfslort SCALE:1'=1'-0' REFER TO DETAIL 16-3.2 FOR ATTACHMENT OF METAL ROOFING TO THE ROOF DECK 29 GA. METAL SIDING OVER. -SIMPSON_MTS16 STRAP 0 s 6 OR'PI ViV00D W/ 0 l0d z l*NAILS (MIN) IN WALL SHEATHING: EACH END, OF THE STRAP REFER TO DETAIl.11S32 AT EACH TRUSS. WRAPAROUND FOR SIDING ATTACHMENT AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UP WITH AWALL STUD BELOW. ATTACH SHEATHING TO REF DETAIL 4lS3.0 FOR AN WALL FRAMING ALTERNATE HOLD DOWN OPTION W14V x 0.113' RING IN LIEU OF THE METAL STRAP. SHANK NAILS @ 6' O.C. IN. FIELD & ALONG EDGES. (SPACE NAILS AT 3' O'.C. ALONG PANEL EDGES AT ENDWALLS) 2x4 STUDS Qo 16' O.C. 1-TYPICAL HORIZ.METAL SIDING DETAIL NOTE. REFER TO DETAILS 1/S3.0 AND 3I83.0 FOR INFO NOTSHOWN. GARDEN:11-ul Dt9�MYs19nedbyKe+k�Holan' ,�/7 ' �/ � 0.92N219t00300:100.1.1: A0141000 v/(//fjs'"`Up00V40C89501F0001gA8k' f,.:rn.Ktvin HotutMrs �+ Wte 20ilA1.IB.tSa11:i6-06'tq' --FLORIDA-- A w,-:K;:s =160 MPH--FI :01 , "IIPPAOVED" DOCUMENT' 3 C V20 SHEETNUMBER S-3.3,—Gg SCALE:1'=1'-0 PROVIDE -CO NU ALUMINUM Z1M=MNG AT SIDING HORIZONTAL JOINTS, ATTACH To IMICN1.1 STAPLES AT C� P) FRONT ELEVATION PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORlZb,NTALJO,INTS. ATTACH TO FRAMUNG Vd I"Xye STAPLES AT it o.c.,fryp) OPTIONAL 24)(36 WINDOW u u REAR ELEVATION 4 0 s--... 'GARDEN u 1L T -,N0.'t7290' 4 DIgItal y signed by Kevin Nolan STATE 0 c DN:. 50IF00044" 4 Date: 2021.01.18 IS.41,41-06W. NDI ,~APPROVED"' DOCUMENT \�OPTIONAL DOQRORWINDOW. LOCATIONS VARY PER CUSTOMER SIDE ELEVATION NOTE: WINDOWS, DOORS TRIM SHOWN VARY PER COSTO?j 111ARE CONCEPTUAL ACTUAL WINDOW. DOOR AND TRIM ER REQUEST. 7 FCC 220 LO U A 460' PH D M 11=ECTNP- SHEETNUMBER DATE: 01-18-2021 DRAWNBY.' KIN :K ,eathet, 9 bORTAISLE . BUILOINO SCALE: 31B.'- 1--gP