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HomeMy WebLinkAboutLETTER-PLAN APPROVALr s` intertek , RECEIVED SCANNED `+' p By APR 0 2 2018 ST, Lucie County, Perrriitting January 15, 2018 Mr. Thomas Campbell Florida Department of 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: Robin Builders, Inc. (Lyons, GA) Agency Plan Number: ROBIN GA FBCR2017 Dear Mr. Campbell: Intertek-PSI 1748 33`d Street Orlando, FL 32839 I &o,q - cc'c;{ Tel +1407 304 5560 Fax +1407 304 5561 intertek.com/building ST. LUCTE CO,UNTy BUTLpTN. SIU\ REW-wED FOR COVTL REVIEIVE.II� B,Y. DATE t((�?I f PLANS AND PERMIT MUST E KEPT 0o JOB QR NQ INSPECT 1®N WIE I, BE 3iADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A6 APPW AIW CORAS, Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science Solutions, in pursuant to the requirements of the Florida Department of Business a�ti�alrft1pgrJal)o��,II���Fr��a the above referenced documents have been reviewed for compliance with: H� I c( LVb Uri ARE THE RESPONSIRILP OF THE 2017 Florida Building Code, 61h Edition 2014 NEC CONTRACTOR OF RECORD A signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI. 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 iany way, please do not hesitate to contact me. Yours sincerely,WIG Professional Service Industries, Inc. 1� v I y 4_1 Victor C. Martin, PE #82379 Department Manager Building Science Solutions _Richard Olds, FL SMI-76 SM -45 Modular Plans Examiner Building Science Solutions CC: Wayne Hartley —Robin Builders, Inc. (Lyons, GA)—wdhrobin@bellsouth.com Ili Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK- ATI"), and MTi Group Inc. ("INTERTEK-MT"). www.intertek.com/building on in A z 2 19 Em w SOO 3 rn� Z w *3 mmy nm 0 r m� �� y M j0 7I Z Cp W O 0 y 0 S yyy� m UP N 3 m X ��t11Ii Ifit", O 0 yam,. v�: F Z ��1�11i11115\`` 1 U O m .../ 3 n NONm_ z N 1 n fn r{ pn�Om� IvZz 1 0 m o mVlZA50j �oDn� N i>'= V v In' �zz m -urn- n No m rOZ 14 m. A n=�C xNA� ° < 0 m rmrri O� !2g ym 0 !v _ W 3 mVVVI p ROBIN BUILDERS, INC 552 SOUTH STATE ST. LYONS, GA 30436 (912) 526-3266 CONSTRUCTION TYPE VR FIRE RATING EXT. WALL: 0 = OCCUPANCY: S PLAN NO: FBC 2017 6th ED ALLOW. # OF FLOORS: 1 ALLOW. FLOOR LOAD: 50 125 ULTIMATE WIND VELOCITY: 160 APPROVAL DATE: 12-20-2017 g �rri���ntca VARIES TO 50' 0" PT 2X4 (6) FLOOR JOISTS 16" OC DOUBLE PT 2x6 SKIDS PT 2X4 6) RAIL 4 SKIDS REQUIRED FOR (3) 3" X.120 NAILS / FLOOR WIDTH OF 13' 6" m � A B �L - 6' & 8' WIDE UNITS S7S 10 1184and 13W WIDE 16" OC Pt 2X6 FLOOR JOISTS 16" OC tntMek„ r ra t >F co„p,vrwr Fl— R„lew,r. Ri h,rd Old, ICC#5107sw FL45MP45,SM476 LNCCC N02416 Department M,iug,, Naar C M-h, PE FL PE ag2379, a PE a41017 15UCCC NUO2436 2X4 PT HEADER BETWEEN SKIDS - 3" x .120 NAILS 6.OC SIMPSON H4 OR EQUAL' ON SIZE 10 X 16 OR LESS ON SIIZE10x18 OR LARGER L (6) 3" X .120 NAILS PER CONNECTION TYPICAL FLOOR FRAMING N.T.S. 3/4" PLYWOOD PT 2X4(6) PT FLOOR JOIST 2X4(6) PT HEADER BETWEEN X S S 3" ..120 NAILS 6. OC &WX.120 AILSPER O O O O 00 0 o DOUBLE PT 2X6 SKIDS NOTE: DOUBLE OIST3.6) 3 �2EODNAILS AT EACH RECEIVE CON ECTION. FLOOR DETAILOA N.T.S. 5/8" X 24" 6" HELIX (OR EQUAL) ANCHOR FOR SOIL MODEL MRA (#24DACI) OR EQUAL FOR ROCK .035 GALV. STRAP OR CABLE OF 4750# CAPACITY FOUNDATION ANCHORING TIE DOWN SYSTEM TO BE SITE DESIGNED AND LOCALLY PERMITTED 136" MAX vfp1Q�.�®��i� 1/42/2 018.' x grXMOF 2" (OR 4-) X 8"X 16" SOLID CONCRETE BLOCKS AND TIE DOWN ANCHORS SPACED 2' FROM EACH END, THEN MAX. 8' CENTERS. FLOOR JOISTS AT 24" OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD FLOOR LOADING. UNIT WIDTH 6' 8' 10, 11' 6" 13' 6" FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 # OF SKIDS 2 2 2 2 4 "A" 16" 18" 18" 24.5" 15" "B" 40" 60' 84' 84' 40" FOR 125 PSF FLOOR LOAD 16" OC OR 24" OC FLOOR JOISTS CAN BE USED SO LONG AS DIVItNSION 'B" IS DIVIDED EQUALLY @ 42" WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH OUTSIDE WALL. PSI APPROVAL 2018-01-15 / Om,rol Nan 1 O on C-4 wo I U'1 O N I O N U N a 3 o a X 0 J W W I Q Oo 0 00 z moo`` a wZ o WZoa: ILda >v'.-o Nwo F M to a M M H G3 N W x�C" a cr 0 oW ti OZ^ t`in Nam.. p�03 In =) Z W W =) O U J J UOam ROBIN BUILDERS, IN 552 S. STATE ST. LYONS, GA 30436 912-526-3266 FLOOR DETAILS �BC 2017 12-20-17 2 of 8 �" NONE J HEADER DETAIL. MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2-2X6 WITH 1/2' WITH 1f2' PLYWOOD PLYWOOD OR 1.4X4 MAX SPANS 22.5" 64" 95" FASTENING 3-.130' x 3• Cr.130" x 3' S-.130" x 3• NAIL EA END NAIL EA END NAIL EA END SILL SPAN & FASTENING SILLS 1 Dc4 MAX SPANS 48- FASTENING 3-.130- x 3' NAIL EA EN 1X4 SYP #2 PURLIN SURFACE NAILED WITH (3) 7/16- X 2.16 GAUGE STAPLES PER CONNECTION (ALT) 20 GAUGE STEEL HAT CHANNEL W/ (2) 2-1 /4"XO.131 HT NAIL PER CONN. (3) 3- X.120 NAILS PER CONNECTION OPTIONAL EAVE 3" SIDING: SEE NOTE#14 STUDS TOE -NAILED TO BOTTOM PLATE, (4) 3'x.130• NAILS (TYP.) FRAMING FOR AMERICANA. CLASSIC, RUFFY 12 3 OPTIONAL EAVE 3- MAX —f ' 12' 2X3 BLOCK 1 1/2" X 12" 26 GA. GALV. STEEL PLATE TOP & BOTTOM OF EACH STUD (8)1.25- X .105- NAILS (TYP.) 12 3 1 20 GA. 2.5' X 4' MITEK CONNECTOR PLATES EMBEDDED BY HYDRAULIC PRESS EACH SIDE OF JOINT 20 GA. 3X W CONNECTOR PLATES AT THIS CONNECTION ON IV WIDE UNITS ONLY z— DOUBLE PT 2X6 SKIDS 13' 6" MAX. NOTE FOUR SKIDS UNDER 13'6' WIDE FLOORS ONLY END WALL FRAMING 2X4 BOTTOM CHORDS ON 10'. 11'6- & 13'6" WIDE UNITS ONLY 90" MAX. 13' 6" MAX. N.T.S. 20 GA. 2.5" X 4' MITEK CONNECTOR PLATES EMBEDDED BY HYDRAULIC PRESS EACH SIDE OF JOINT CROSS SECTION DETAIL NTc DELETE OH ON AMERICANA AND RUFFY MODELS DOUBLE 2X4 SYP #1 KD STUDS &DOUBLE - 2X4 SYP #1 KD RAFTERS AT EACH END STITCHED W/3' X .120 NAILS 12' OC 2X4 SYP #1 KD WALL STUD WITH 2X4 SYP #1 KD JACK STUD AT DOOR OPENINGS SYP #2 KD BELTLINE DADO INTO STUD CONTINUOUS AROUND PERIMETER (2) 3- x .120 NAILS PER CONNECTION - 2X4 SYP #1 KD BOTTOM PLATE 3' x .120" NAILS W SPACING TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY TYPICAL DOOR FRAMING: MAXIMUM DOOR SIZE - 108'W X 80' H SYP #1 KD STUDS & RAFTERS 24" MAX SPACING Intertek , 6' -" tot;r: ee L9SLv 1 W., "iIIvl U-1 pr;cae::, l7rar 4r s_:;:f9 Plaea Reulawer: Rlthard Old, I0005107840 FLCSMP45,51VI1-76 MOM CU02416 DIP. —It Manager: VlR , C MarOe, PE FL PE 932379, LA PE 042017 LSUCCC 4U02436 1X4 SYP #2 KD CONTINUOUS BELTUNE, DADO INTO STUD (2) 3' x .120 NAILS PER CONNECTION 2X4 SYP #1 KD BOTTOM PLATE, 3" x .120 NAILS 8' OC`:%"'y<GC9$ `� 7(Io 4/921201 LR tz = i 0 STATE OF PSI APPROVAL 2018-01-15 o c Ln n �o O N in N I N J J 3 0 . o X La J w w Q 00 O O Z L-olia J mZ o w Z �g-j°a I� IL ED In > O ao C3 Z 1 In w wMm �i <MM 1. a to o0 cn � 0ZN_0 c"! w N � Q r a 3 a O O Z 0 O 0 001 JPI ROBIN BUILDERS SY,INC. YO S, GA. 30436 912 526-3266 RLIFFY, CLASSIC, AND AMERICANA FRAMING DETAILS "-FBC 2017 "- e-12-20-17 3 of 8 .. NONE intertek , /r fl i:00ii REVM;W V43 3.ird Srr: •: rh innain, Fii�n<+a.32F..3.9 Plans Reviewer. Richard Olds IOC#5107940 FL#SMP-45,SM1.76 LSUCCC711.102416 Department Manager: Victor C. Martin, PE FL PE #82379, to PE #42017 LSUCCC111.102436 2x4 SYP #1 TOP RIM RAFTER OVER 2X4 SYP #1 TOP PLATE CONT FASTEN W/ 3" x.120 NAIL 8" OC 2X4 #1 SYP STUDS 24" MAX SPACING FRAMING FOR FLORIDIAN NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DRECTION. 12 2.5 F ROOFING: SEE NOTE#14 1 1/2" X 18" 26 GA. GALV. STEEL STRAP AT TOP OF EACH STUD ON GABLES - ATTACH TO TOP OF RAFTER & OVER RIM & TOP PLATE TO STUD (8) 1.25" X .105" NAILS (TYP.) 2x4 #1 SYP VERTICAL RIM OVER 2x4 #1 SYP TOP PLATE OUBLE 2X4 3" x.105" NAILS W SPACING SIDING: SEE NOTE #14 2X4 #1 SYPKD STUDS 1 1/2" X 12" 26 GA. GALV. STEEL PLATE AT BOTTOM OF EACH STUD 1X4 PURLIN 1X4 SYPKD PURLIN N2AILS PER 0 (8) 1.25" x.105"NAILS(TYP.) CONNECTION 2X4(6) FLOOR JOIST 2x4 SYP #1 BOTTOM PLATE DOUBLE PT 2X6 SKIDS MAX. 13' 6" TYPICMAXIMUM D RFRAMING MAXIMUM DOOR SIZE 110"WX79"H END WALL FRAMING 3 - 3" x .120" NAILS AT EACH STUD TO PLATE CONNECTION N.T.S. �1 1/2" x 16" 26 G STEEL STRAP --- 11- -- TOP-OF-STUD-&-RAFTERCINNECTION- - - (8) 1.25" X .105" NAILS (TYP.) � ROOFING: SEE NOTE #14 1X4 PURLIN 2X4 #1 SYP BOTTOM PLATE 1 1/2" x 12" 26G GALV STRAPS BOT. EA. STUD TO RIM JOIST DOUBLE STUDS AT CORNERS FASTEN W/8-1 1/4" x.105" NAILS 3" x.120" NAILS ON 8" SPACING SIDE WALL FRAMING N.T.S. Ile 1/1-9/-9o1a.S— RAFTERS 2x4 SYP #1 ON 24" CENTERS BEARING NOTE: OPTIONAL 3" NON-STRUCTURAL DIRECTLY OVER GABLE WALL STUDS EAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX. 93". ATTACH TO GABLE RIM W/4-3" x.120" NAILS EA END USE DOUBLE 2x4 SYP#1 IN'T" PROFILE MAX SPAN 135" STITCH W/ 3" x.120" NAIL ON 8" CENTERS ATTACH TO GABLE RIM W/ 6-3" x.120" NAILS EA END 2X4 #1 SYP STUDS 24" O.C. 2-3" x .120" NAILS EA END 2x4 91 SYP TOP & 1X4 PURLIN DADOED BOTTOM PLATES CONT. INTO STUDS FLOORING: SEE NOTE #16 SIDING: SEE NOTE 914 1 1/2" x 12" 26 G STEEL STRAP TOP & BOTTOM OF EACH STUD 2X4(6) FLOOR JOIST TYPICAL CROSS SECTION PSI APPROVAL 2018-01-15 SCALE: 1/4" = 1' O w N n t �o —o N I �o f` N I O •• N N J U 3 u- a r o W Q Oo O O ? O _1F 1i- Q ,xZ O w Z O it �gaa m in > 0 m V In w co Woof } f 4j FMM w �O �> y_O.N. Z._0-_ U. OZ N O ..0 CIO J` Uvc) ]Z W U) M a 1— V) 04 OL)J~.1 L, 0 '4 `a I RMinn/low I DobJ ROBIN BUILDERS INC. 552 S. STATE St. LYONS, GA 30436 912-526-3266 FLORIDIAN FRAMING DETAILS ""FBC 2017 "12-20-17 4 OF 8 -AS NOTED tntertek kiff.. u 64-2., FJaq..r, 17334, Plans R¢vie,— Richard Olds ICC 05107840 FL#SMP45,SMI46 LSUCCC #U02416 Department Manager. V-1-1C. Martin; PE FL PE #87379, LA PE.2017 LSUCCC#U02436 SILL SPAN & FASTENING SILLS 1-2x4 MAX SPAN 48" FASTENING 3--130' x 3" NAIL EA EN GAMBREL BARN FRAMING DETAILS (3) 3" X .120 NAILS AT STUD 12 TO TRUSS CONNECTION 3.5 r- 12 16� HEADER FOR DOOR OPENINGS ONLY SIMPSON H2 OR EQUAL EACH RAFTER TO STUD CONNECTION W/(6) 0.120" x 1-1/2' NAILS PER ANCHOR 2x4 #1 SYP STUDS 24"OC MIN 1 1/2' X 12' 26 GA. GALV. STEEL PLATE AT TOP & BOTTOM OF EACH STUD WITH (8)1.25- X .105" NAILS (fYP.) HEADER DETAIL MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2-2X6 WITHPLYWOOD PLYWOOD OR 1-4X4 MAX SPANS 22.5" 64" 95" FASTENING 3•.130' x 3' 6-.13O" x 3' 8-.130' x 3' D NAIL EA ENAIL N EA END NAIL EA END ���UlulUrrir 1/42/2 018; ; SIMPSON H2 OR EQUAL EACH RAFTER TO STUD CONNECTION W/ B-A x 125" SCREWS PER ANCHOR SIDING: SEE NOTE#14 12 161, 1 1/2' X 12" 26 GA. GALV. STEEL PLATE EACH STUD TO FLOOR CONNECTIO WITH (8)1.25" X .105- NAILS (TYP.) DOUBLE 1X4 PURLIN SYP #2 PURLIN SURFACE NAILED WITH (3) 7/16" X 2- STAPLES PER CONNECTION (ALT) 20 GAUGE STEEL HAT CHANNEL W/ (2) 2-1/4-AO.131 HT NAIL PER CONN. 20 GA. 2.5" X 4' MITEK CONNECTOR PLATES EACH SIDE OF JOINT L DOUBLE PT 2X6 SKIDS ..... NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY 13' 6" MAX. END WALL FRAMING DOUBLE 2X4 STUDS & RAFTERS AT ENDWALLS ONLY STITCH TOGETHER WITH 3" x .120" NAILS 8" SPACING 1X4 PURLIN PER CONNECTION (3) 3" X .120" TOENAILS AT STUD TO PLATE CONNECTION —2X4 #1 SYP BOTTOM & TOP PLATE TYPICAL DOOR FRAMING: MAXIMUM DOOR SIZE - 108'WX80'H N.T.S. 12 20 GA. 2.5" X 4" MITEK CONNECTOR PLATES 3.5 OR EQUAL EA SIDE OF CONNECTION c 2X4 #1 SYP BOTTOM CHORDS ON m 10' WIDE & 11'W WIDE ONLY /7 DOUBLE TOP PLATE CONT. 2x6 OVER 2x4 w 2 & RAFTERS 2 4 SPACINGTUUDS 0 rn 1X4 PURLIN 2 - 3" x .120 NAILS m PER CONNECTION 2X4 #1 SYP BOTTOM PLATE . % DOUBLE PT 2X6 SKIDS 'R" NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY 13' 6" MAX. CROSS SECTION DETAIL OWN n O N S w O I n h O N I O _.1 N N J 34� 0 X w J W �Q O U 0 rOI'-Q O J Z tY O 3af �g�a t�aaQ > co c7 '� to m `o WMtO � ti KU NQto a O otJ, W x0cq o> �- N. '^, OZN cn00 O.. t�Z 0 3 W. (-U c Ln to ix F O Z L)oaD L^ I a..r.-m7mw I oo"J BUILDERS NC.Af6A. 3043 -66ROBIS32GAMBREL BARN FRAMING DETAILS E'"FBC 2017 "" -12-20-17 5 of 8 NONE HEADER DETAIL MAX SPEWS & FASTENING HEADERS 1-2x4 2-2X4 2-2X4 ! 7.26" HIG 18 EGAULGpE ONSIDE JE r 1 © L1 MAX SPANS 22.6" 64" 9p6•" FASTENING SCREWS• 4SCOREWS 1 p 3� SCIiEWS4 EACH END EACH END EACH END SILL SPAN & FASTENING SILLS 1-2x4 r 1 MAX SPANS 48" FASTENING 2-#'10 x 3/4" C BOTTOM CORD EACH RIB ATTACH TO RAFTERS WITH 4 - #10 x 3/4" SCREWS EA END RAFTERS AT 24' MAX SPACING & LOCATE OVER WALL STUDS OPTIONAL EAVE 3" MAX -I3 SIDING: SEE NOTE#14 BOTTOM TRACK CONT. FASTEN W/ 1/4" x 21/2" WASHER HEAD LAG SCREW @ EA STUD FRAMING FOR STEEL FRAME ROOF PITCH VARIES TO MAX 3.6112 12 max 3.61 OPTIONAL EAVE 3' MAX --3- STEELSTUD DIAGONAL WINDBRACES FOUR PER CORNER BOTTOM TRACK ATTACH TO FLOOR W/ 1/4" x 21/2" WASHER HEAD LAG BOLTS @ 2' CENTERS & DOUBLE BOLTS EACH CORNER & EACH EDGE OF DOOR OPENING 90" MAX. CONTINUOUS BEL ROOF PANEL ATTACH TO ENDWALLS SIDEWALLS & ALONG RIDGE WITH #10 x 3AV SCREWS AT W SPACING NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DIRECTION. DOUBLE STUDS AT DOOR OPENINGS I GAUGE STEEL BELTLINE CONTINUOUS AROUND PERIMETER (3) 3" x .120 NAILS PER CONNECTION 18 GAUGE STEEL STUD PLATE z— DOUBLE PT 2X6 SKIDS 13' 6" MAX. TYPE AND LOCATION OF DOORS NOTE FOUR SKIDS UNDER 13'8' WIDE FLOORS ONLY AND WINDOWS TO VARY END WALL FRAMING MMAAXI UM D OR SIZE - N.T.S. 108"W X 78" H #g�ltertek., � CONTINUOUS BEL TOP 8 BOTTOMOM PLATES THROUGH ROOF PANEL 20 GAUGE STEEL BOTTOM TRACK CONT. [�..L?ERI:bJF. r4 (2) #10 x 3/4' SCREWS PER CONNECTION An 1-w, BETWEEN STUDS AND PLATES =7�s>'3rdst.¢ar QrfuntJt�, i�io^ti:: 3:.?.ty, Plans Reviewer. Richard Olds ICC#5107840 FL #SMP-45, SMI-76 1 G STEEL STUDS & RAFTERS 24" MAX SPACING LSUCCC#U02426 Department Manager. Victor C. Martin, PE FL PE 1182379, LA PE #42017 1SUCCC#U02436 Base Rail or Top Rail x 3/4" cake screw rper conn. Swaged dimple .118" dia. DOUBLE PT 2X6 SKIDS 13' 6" MAX. ,t NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY J�• �'� CROSS SECTION DETAIL STEEL STUD DETAIL N.T.S. N.T.S. PSI APPROVAL 2018-01-15 `01111I I rr/77j ' No. b3439 •. �, Yi STATE OF _(t7 O in N o .0 cDo r- N I rn o n N I O N N •- 3mo aQ O X w Lu oc a 00 0 Z <a� O J Q <Z 30 wZ0 C JJa CZ a. MV)—O > ro N H Fw�N a0M Wo FM I Vim w a 0 0> 'N`• Oz rno� O..wZ F}0 LC }rn UU "Z ti 11 r O Z U O � P4 UO¢O ROBIN BUILDERS INC. 552 S. STATE Sr. YO S, GA. 30436 912 526-3266 STEEL FRAMING DETAILS "rBC 2017 1-12-20-171 6 of 8 TRUSS SCHEDULE: 2X4 SYP #1 TRUSS RAFTERS 24" O.C. DOUBLE 2x4 SYP41 TRUSS RAFTER AT ENDWALLS & STITCH TOGETHER W/ 3" x 0.120" NAILS 8"OC FRAMING FOR PORCH MODELS 20 NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DIRECTION. r12 2.51 — 1 1/2" X 12" 26 GA. GALV. STEEL PLATE (8) .105" x 1.25" NAILS 20 G GALV STEEL HAT CHANNEL W/(2) 2-1/4" x 0.131" HT NAILS PER CONN. SIDING: SEE NOTE #14 `7111 u u 1111, t,El: #�' JCEN3F••.. �•�� "X 4" TRUSS PLATES SIDE OF TRUSS _ * : Nm 53439 1/1212 018 = C2_ • STATE1E OF • _!G w NG: SEE NOTE'#1 (4 #1 SYPKD STUI 2-3" x .120" NAILS EACH END 1 1/2" X 12" 26 GA. GALV. STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN ROOF FRAMING TOP & BOTTOM OF EACH STUD AILS PER 0 (8) 1.25" x.105"NAILS (TYP.) CONNECTION N.T.S. 2X4(6) FLOOR JOIST �::�PO LE PT 2X6SKIDS MAX_--{ TYPICAL DOOR FRAMING 20 G GALV STEEL HAT CHANNEL I MAXIMUM DOOR SIZE W/(2) 2-114" x 0.131" HT NAILS PER CONN. r' DOUBLE PT TRUSS 2-3" x .120" GALV NAILS 'Il.V W X 79" H NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY 1 1/2" x 16" 26 G STEEL STRAP AT 8" SPACING TOP OF STUD & TAIL END OF TRUSS�� in4vtek„ (8) 1.25" X .105" NAILS (TYP.) {� .a E-ND WALL — RAM1 NG 3"x12" 18 G GALV. PLATES ON 2 X 4 PT NAIL TO UNDERSIDE °-"•' .... ^' 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3" x .120" GALV "rr ,:r . N.T.S. 10-3"x0.120" GALV NAILS EA PLATE NAILS ON 6" SPACING 1 1/2" x 16" 26 G STEEL STRAP TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS (TYP.) 2X4 #24 CENTERS 2-3" x .120" NAIL EA END TYPICAL WIN. FRAMING 1X4 2X4 #1 SYP BOTTOM PLATE 3"x.120" NAIL 8" SPACING 1 1/2" x 12" 26G GALV STRAPS ' BOT OF EA STUD TO RIM JOIST FASTEN W/8-1 1/4" x .105" NAILS ROOFING: SEE NOTE#14� 20 G GALV STEEL HAT CHANNEL cc°ssmeaa 0.RMRQS,SMId: Wl(2) 2-1/4" x 0.131" HT NAILS PER CONN. mu s mns PORCH DETAILS so°° " ' . n., vb„cM."u,>c 1 1/2" x 16" 26 G STEEL STRAP Inua�o�e'�Pc.�as' TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS (TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL / OVER 2x4 SYP PT TOP PLATE CONT. O NON-STRUCTURALEAVE DOUBLE 2x4 #1 SY FASTEN W/ 2-3" x.120 NAILS EACH 8" CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS OPEN PORCH AREA MAX 6' SPAN WALL TO CORNER POST 2X4 #1 SYP STUDS -' 4x4 PT POSTS AT EACH 24" MAX SPACING 8F PORCH ORNER tMAX 6" OPENING2X4 PT S 1X4 PURLIN / 5/4 x 6 PT FLOOR DECKING ON PORCH ONLY SIDE WALL FRAMING CONT. O WN•'- �o .0 �o N I In o n_ w O J N N 3mc 4 Q F O w �Q o0 0 O Z F oQ 'i J cZ o 0 z wawa K �aaa mrn--o > m ti wlnw H QOM M N0 O w to .} O w - W x0� r w> A r OZN (n 0r. O. . ��_03 0 L. Z O ZUO� 0 L) 2x4 SYP PT TOP PLATE CONT. CONT. ROBIN BUILDERS INC. 552 S. STATE St. LYONS, GA 30436 912-526-3266 2x4#1 SYP BOTTOM PLATE -INTERIOR WALL ONLY ,—FLOORING: SEE �.. ..�� NOTE #16 PORCH MODEL SIDING: SEE NOTE #14 FRAMING DETAILS 1 1/2" x 12" 26 G STEEL STRA BOT. OF EACH STUD TO RIM JOIST (8) 1.25" X .105" NAILS (TYP.) 3"x12" 18 G GALV. PLATES 2X4(6) FLOOR JOIST 2 OUTSIDE SURFACES OFiOP C 2017DN &BOTTOM OF 4x4 PT CORNER :apOecECTION_2p_ POSTS - 10-3"x0.120" GALV NAILS EA PLATE CR SS 177 fQI OF 8 PSI APPROVAL 2018-01-15 NOTED SCALE: 1/4" = 1' PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST 2'x2'xl/8' ZINC PLATED WASHER 1/2'X4' GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BOLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST GRADE PIER SPACING --I REQUIREMENTS SAME i AS ANCHOR SPACING 1/2' EYE AUGER ANCHOR WITH REQUIREMENTS HELIX4' SINGLE EMBEDMENT OF 24'. LOCATE Cu SIDE ONLY ALONG LONG C SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING. SHED WITH ATTACHED SKIDS END VIEW SCALE, N.T.S. FLOOR JOIST 3/4' PLYWOOD FLOORING 2x4 BASEPLATE PT RIM JOIST / 2'x2'xl/8' ZINC - PLATED WASHER 1/2'X4' GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BOLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST 1/2' EYE AUGER ANCHOR WITH 4' SINGLE HELIX & MIN. EMBEDMENT OF 24'. LOCATE Z ANCHORS ONLY ALONG LONG f SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN Cu L— 8' MAX ANCHOR SPACING. ANCH❑R - ATTACHMENT DETAIL GENERAL NOTES 1. BUILDING ANCHORS INTO EARTH SHALL BE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHORS BY HOME PRIDE OR EQUAL WITH MINIMUM EMBEDMENT OF 24' AND AVERAGE HOLDING POWER OF 4,000# 2. BUILDING ANCHORS INTO CONCRETE 1/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT 3. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE. LOCATE ANCHORS PER SPACING REQUIREMENTS SHOWN WITHIN 4. ANCHORING SYSTEM TO CONCRETE SLAB PER LOCAL BUILDING CODE. LOCATE ANCHORS PER SPACING REQUIREMENTS SHOWN WITHIN 5, END PAD SPACING IS END OF BUILDING TO CENTER OF END PAD 6, PAD SPACING OTHER THAN END PADS IS CENTER TO CENTER 7. BASE OF EACH PAD TO BE 8'xl6'x4' SOLID CONCRETE BLOCK (CEMENT AND SAND MIX) 8, HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY -STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING 9, ANCHOR SPACING IS BASED ON ASCE 7-10 RISK CATEGORY 1 BUILDING EXPOSURE B 160 M.P.H. (3 SEC GUST) EXPOSURE C 2017 FLORIDA BUILDING CODE Gth EDITION 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF BUILDING IS 8'0' INSIDE WALL HEIGHT 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG 13. PIER SPACING REQUIREMENTS SAME -AS AUGER ANCHOR SPACING REQUIREMENTS _ SCALE- N.T.S. FOUNDATION ANCHORING TIE DOWN SYSTEM 2x4 BASEPL CI) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY PERMITTED 3/4' PLYWDOD (1) 2'x2'xl/B' ZINC PLATED WASHER 2x4(6) PT RIM JOIST 26 GAUGE G-90 GALV 1/2' WEDGE ANCHOR WITH STEEL 1.5'W x 18-L 1/2' x 12' EYEBOLT U-S MIN EMBEDMENT U HAPED BRACKET ATTACHED TO EACH EYE BOLT ATTACHED TO ANCHOR WITH S3' OLID CONCRETE SLAB THROUGH 2x4 WALLPLATE STUD & FASTENED W/ (14)- 0,089 x 1.25' (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8' & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS ZP WASHER, (3) 1/2' ZP NUT SPACING OF ANCHORS T I T,c.'%;;::�•:".'='•'z'>',�r MIN 4' - = .q^�'•:•:•''-� A-24 SIMPSON (or EQUAL) BE MAX 3' ALONG ALL 2x4 BASEPLATE FOUR WALLS WITH 1 Iy ' 870# UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1' OF ANCHOR MIN 3' EMBEDMENT. EACH CORNER. 2'x4' P.T. BASE CONCRETE SLAB BY LOCATE ANCHORS ONLY ALONG LONG SIDE OF BUILDING, END T CONCRETE SLAB BY OTHERS LOCAL CODE AND JURISDICTION ANCHORS WITHIN 2' OF EACH END, THEN 3' MAX SPACING MIN 4' OTHERS LOCAL CODE L '• AND JURISDICTION APPLY APPLY SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR ANCHORED TO CONCRETE ANCHORED TO CONCRETE END VIEW END VIEW SCALE- N.T.S. PSI APPROVAL 2018-01-15 SCALE, N.T.S. mtertek p- srala54onui 3^. �,+-< i,.n: •:Cie,. �cc Arianda. Ffnria +,•g5? Plans Revlewer: Richard Olds ICCR5307840 FL 16MP-45, SMI-76 ISUCCCMU02416 Department Manager. Victor C. Martin, PE FL PE #82379. LA PE 442017 LSuCCC au02436 III i ND.63499 9/4P/2 018 air Q O ZX tr) �o n N O to N _-1 N Q 3 � 0 0 w xxQ 00 0 F-O WQ exZ o 3of �a g o L,a<a mW-t >a a E Z Nto r'f to 0 � 0 ~ WO N En to HM M I NN WEn C_' N N N Z N 1 too O � ~ r>'OO 0 U J pa o � Z �a W > a in�oo c0 0 ROBIN BUILDERS INC. 552 S. STATE SY. YO S, GA 30436 912� 526-3266 TIE DOWN DETAILS -TIE DOWN 12/20/17 8 of 8 , AS NOTED