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HomeMy WebLinkAboutLETTER-PLAN APPROVALI_ �t��t�k Intertek-PSI Tel +1407 304 5560 1748 33'd Street Fax +1407 304 5561 Orlando, Fl. 32839 intertek.com/building January 15, 2018 .' � C==1 Mr. Thomas Campbell S$ Lud • Count Florida Department of Business and Professional Regu ation Manufactured Building Programl� 1940 North Monroe Street �•Co �lat,l —1 1 Suite 90A%"`n,c�t��-� Q�.L Tallahassee, Florida 32399-0772 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC REVIE D B RE: Plan Approval: Residential Lawn Storage Shed DATE Manufacturer: Robin Builders, Inc. (Lyons, GA) PLANS AND PERMIT MUST BE KEP ON JOB Agency Plan Number: ROBIN GA FBCR20171 SITE OR NO INSPECTIONS) WILL BE MADE Dear Mr. Campbell: 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 and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 NEC 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 pla ins 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 jany way, please do not hesitate to contact me. Yours sincerely, Professional Service Industries, Inc. Victor C. Martin, PE #82379 Department Manager Building Science Solutions THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT 1 E CESSARY IN ORDER TO LY I ALL APPLICABLE CODES. Richard Olds, FL SMI-76 SM -45 Modular Plans Examiner Building Science Solutions CC: Wayne Hartley — Robin Builders, Inc. (Lyons, GA)—wdhrobin@bellsouth.com ill Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Ind l stries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK- > ATI"), and MT Group Inc. ("INTERTEK-MT"). wwv .intertek.com/building CONCEALED FASTENERS OR ATTACHMENTS FILE COP ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD ROBIN BUILDERS, INC. L YONS, GEOR IA !l ®o / v/ GENERAL NOTES 1. THIS STRICTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12. ALL WIRE SHALL BE #12 THHN SOLID COPPER WITH GROUND. WIRING 2017 FLORIDA BUILDING CODE 6B7 EDITION, 2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS & TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND( GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13. ALUMINUM WINDOWS - TYPE, SIZE ,QUANTITY AND LOCATION MAY VARY. 2 ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND MAXIMUM WINDOW SIZE 48• WIDE x 36" HIGH. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHE APPLICABLE CODES. MESA ALUMINUM, 4• LAP ALLUEMRIINUM 5/8" PT T 111 SIDING, VINYL SIDING 3. BUILDING LASSIFIED AS RESIDENTIAL LAWN STORAGE. 50/125 PSF FLOOR LOAD. ORRLL.P ENERGY AARTSIDE ROOF COVERINGS INCLUDE 29 GAUGE GAL UME STEEL, NOT FOR HABITATION. SHINGLE ROOF OVER 1/2' PLYWOOD WITH 2 LAYERS OF 15 LB. FELT OR 4. WRITTEN 15IMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16' OSB AND 15 LB. FELT. 1 5. OUTSIDE�CrRALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN, BUT MEMBER 16. USE 2-1/4" x .099" GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN -SPACINGS AIM EXCEED LIMITS AS INDICATED. WOOD, ENGINEERED WOOD, AND FIBER CEMENT SIDINGS AND FRAME. 6. ALL FLOOk SKID & JOIST LUMBER TO BE #2 SYP KD PT 16. W4' PLYWOOD_FLOORING SURFACE NAILED WITH 3" x 0.120' GALV. NAIL SPACED ALL WALL PLATES, STUDS & RAFTERS LUMBER TO BE b1 SYP KID W EDGE/ 10' OC FIELD. FLODRING-ORIENTED-PERPENDICULAR TO -FLOOR JOISTS. _ 7. ALL WOODI WITHIN 8- OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND 17. FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S FASTENE ' WITH GALVANIZED FASTENERS. RESPONSIBILTY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC REQUIREMENTS AFFECTING THE INSTALLATION, SETUP AND UTILITY 8. TRUSS DE IGNED TO SUPPORT D.L. + L.L. = 35 PSF. CONNECTIONS TO THIS BUILDING. THE PURCHASER ASSUMES ALL RESPONSIBILITY FOR COMPLIANCE WITH LOCAL, COUNTY OR MUNICIPAL CODE 9. ALL ALUMINUM SIDING/ROOFINGREQUIREMENTS FOR THIS STRUCTURE. V*ertek, TO BE 3004 ALLOY CONFORMING TO ASTM 8-209, � 32,000 MINI M YIELD STRENGTH. ` Pa .1 18. ROOF DRAINAGE PER 1503A & R903A �` 10. USE #8 X /4• TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN °-"'"_`)`..i. 11. DOOR SH ALL BE 1' X 1- STEEL TUBE WELDED FRAME WITH AN ALUMINUM PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE. DOOR IS ATTACHED [TO VERTICAL DOOR JAMB. OPTIONAL DOORS INCLUDE SSIIZEE. QU VuM��TfMf IYNAND LO K-60NNMMAY VARYR56OR NOTT SUBJECTT TO STEEL DOORS. TYPE. AND WIDTH REQUIREMENT IF BUILDING IS <+400SF PER FBC 1010,1.1(8). STRUCTURAL LOAD LIMITATIONS v�v, Nevle"m'NkmN ow FLOOR LIVE LOAD:A. iaFSEm"m )tFsmvas,smiaN PSF R Oep�r"nne'nt�Mana6e,:Ntto, C. Ma,tlR>E ROOFOF LIVE VE LOAD: RVF"F33)9,lAPE!@Ol) A 3D PSF EsuacFuo)ass ROOF SNOW LOAD: NOT APPLICABLE WIND LOAD: A ULTIMATE 160 MPH; NOMINAL 124 MPH s��/,• '•;� B. RISK CATEGORY 1 _ * : No. 69n49 _ C. B WIND EXPOSURE CATEGORY D. GCpi = +—.55 INTERNAL PRESSURE %"6 : 4I1212048 Q s i�®•' STATEOF ((!� %��•••RZORIOP.•' ��� ill PSI APPROVAL 2018-01-15 o w cq �0oL N N O 1 N J N Q U „ 3ma F O w [e Q 00 O = <s� O J a �Z o W ZO ErgJIL EC l�[LQQ j (n 0 rn to W�E(p Ir— ~ON M U qi qx0Lo NQ«) W EL ae o OW �> ti 0 a OZN no^ O.WZ P:: 0 �_ yrn _UU C ZUO� a, OUJJ L)Oa:1 521SBSTERINC5S. TASr.. LYONS GA 30436 912-926-3266 AMERICANA, RUFFY FLORIDIAN, GAMBREL BARN, GREENHOUSE CLASSIC, PORCH MODEL, STEEL "'FBC 2017 " "12-20-17 1 of 8 NONE FLOOR DETAILS VARIES TO 50' 0" PT 2X4 (8) FLOOR JOISTS 10- OC 5/8" X 24" 8" HELIX (OR EQUAL) ANCHOR FOR SOIL DOUBLE PT 2x6 SKIDS PT 2X4 (8) RAIL MODEL MRA (#24DACI) OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR (3) 3" X.120 NAILS FLOOR WIDTH OF 13' 6" .035 GALV. STRAP OR CABLE OF 476M CAPACITY A FOUNDATION ANCHORING TIE DOWN SYSTEM TO BE SITE DESIGNED AND LOCALLY PERMITTED B 136" MAX . C) �� NO.63430 _ zY 7L I STATE OF • ' i(/�` F1 F-41-1 Hi 6' & 8' WIDE UNITS / 10 1184and 13V WIDE UNITS Pt 2X6 FLOOR JOISTS 16" OC tntertek, {sII sae•.=.vr urc t PlansReviswer. Rkhud Old, ICC051W8W FLMMP45,SMW6 LSOCCC CU02426 DIPIMnInl M-911 ViM, C. MIKII, PE FL PE 0S2379, LA PE 042017 LSU[CC 0002436 2X4 PT HEADER BETWEEN SKIDS - 3x.120 NAILS 61 OC SIMPSON 144 OR EQUAL' SF%1OIMNH0-2 OR LESS ON SIZE10x18 OR LARGER L (6) 3- X AM NAILS PER CONNECTION TYPICAL FLOOR FRAMING N.T.S. 3/4" PLYWOOD PT 2X4(6) PT FLOOR JOIST 2X4(61 PT HEADER BETWEEN z S(4DS 3" x ..120 NAILS 61 OC 8- 3" X .120 }JAILS PEPR�PLAT O 0 o D D 0 0 DOUBLE PT 2X6 SKIDS qpp NOTE: DOUBLn SKIDS S ) 3 X .120 NAILS AT EACHCEIVE FLOOR DETAIL(A N.T.S. 2" (OR 4-) X 8"X 16" SOLID CONCRETE BLOCKS AND TIE DOWN ANCHORS SPACED 2' FROM EACH END, THEN MAX. V CENTERS. FLOOR JOISTS AT 24" OC WILL SUPPORT 50 PSF LIVE & 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 IN OC OR 24" OC FLOOR JOISTS CAN WITUSED ADCENTERNSKID AND ANIEXTRA ISKIIDVIS DIVIDED EQUALLY UNDER EACH OUTSIDE WALL. PSI APPROVAL 2018-01-15 O WNW C p0 N np1 n N 1 O N v N J m 3 p F 0 o W �a 01 O Z I.- O O J < Z � 3o w w oof -j 1 aa I m > U) O w C1 F- Nso to �MO Q O M H p1 NM I y0 LY W Q1q xoLO aaw m oW 0> OZN �p NOm Nam. UUOTr ti N p Z W rL P4 Inmo� O U J J U O Q m ROBIN BUILDERS, IN 552 S. STATE ST. LYONS, GA 30436 912-526-3266 FLOOR DETAILS "rBC 2017 - 12-20-17 2 of 8 NONE HEADER DETAIL MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2-2X6 WITH 1/2' WITH 1/2" PLYWOOD PLYWOOD OR 1-4X4 MAX SPANS 22.5" FASTENING 3..130" x 3• 6•.130• x 3• NAIL EA END NAIL EA END NAIL EA END SILL SPAN & FASTENING SILLS 1-27:4 CM MAX SPANS 48' FASTENING 3-•130"x3' NAIL EA EN FRAMING FOR AMERICANA, CLASSIC, RUFFY OPTIONAL EAVE 3" 12' 2X3 BLOCK 1 1/2" X 12" 26 GA GALV. STEEL PLATE TOP & BOTTOM OF EACH STUD (8)1.26" X .105" NAILS (TYP.) 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" MAX — SIDING: SEE NOTE#14 12 3 20 GA. 2.5' X 4" MTTEK CONNECTOR PLATES EMBEDDED BY HYDRAULIC PRESS EACH SIDE OF JOINT 20 GA 3" X 6"CONNECTOR PLATES AT THIS CONNECTION ON 14' WIDE UNITS ONLY DOUBLE PT 2X6 SKIDS 13' 6" MAX. NOTE FOUR SKIDS UNDER 13'6' WIDE FLOORS ONLY END WALL FRAMING N.T.S. 2X4 BOTTOM CHORDS ON 10'. 1IV & 13V WIDE UNITS ONLY 90" MAX. EACH SIDE OF JOINT DOUBLE 2X4 SYP #1 KD STUDS & DOUBLE - 2X4 SYP #1 KD RAFTERS AT EACH END STITCHED W/3' X .120 NAILS 12.00 2X4 SYP #1 KD WALL STUD WITH 2X4 SYP #1 KD JACK STUD AT DOOR OPENINGS CONTINUOUS 112 LARROURD PERIMINTO E ER�D (2) 3" x .120 NAILS PER CONNECTION - 2X4 SYP #1 KD BOTTOM PLATE 3' x .120" NAILS 8" SPACING TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY TYPICAL DOOR FRAMING: MAXIMUM DOOR SIZE - 108'WX80'H DELETE OH ON AMERICANA AND RUFFY MODELS 2X4 SYP #1 KD STUDS & RAFTERS 24" MAX SPACING c�'OlA FE L7:lt' 3 •'a53;trds: nex Crrtrwo, ftn!r�:r S`5a5 Plan, R.W,m .. Rldu,d Olds ICC p6107800 FLtSMP ,5M1-76 LSUCCCRu02416 Oepsrtnent M4 ,g Viete, C M.M., PE FL PE 082379, LA PE 942017 MUCMNUD2436 1X4 SYP #2 KD CONTINUOUS BELTLINE, DADO INTO STUD (2) 31 x .120 NAILS PER CONNECTION STUDS TOE -NAILED TO BOTTOM PLATE, (4) 3'5.130" NAILS (IYP.) 2X4 SYP #1 KD BOTTOM PLATE, 3" x .120 NAILS 8.00��.V0,�i�i V X 12" 26 GA GALV. STEEL PLATE DOUBLE PT 2X6 SKIDS No,g NCH D F ON 4 SKIDS ON 13'6" WIDE 13, 6" MAX. STATEOF� CROSS SECTION DETAIL N.T.S. tli PSI APPROVAL 2018-01-15 O c In rn No O N In O N N J J 3 F a o x w W a:Q 01 z O J a:z o wZow 9� g 1 OL t�aaa m(n o V Enw. H— t N r HMM �U E/1 N W a.0 0 A F O u �' ti �N^ _O-Z-N- (no;. z -o _• F} O — cl NJv jZ W Ln ma r O ft; ZUO� o u � UOQ=) `ria I Rwi;w/levu I oa.� ROBIN BUILDERS INC. 552 S. STATE Si. YO S, GA. 30436 912 526-3266 RUFFY, CLASSIC, AND AMERICANA FRAMING DETAILS "ABC 2017 .r 12-20-17 3 of 8 NONE intertek , P1r COVE REVIEW P•: Jec;Bima:.ire.i;.:.:nur:: t: �r. �, bE 1748 i.Jrd Sree t 0,10ndn, Fk."A+e 37.S:.9 Plans Reviewer. Richard Olds ICC 05107940 FLOSMP-45,SMI.76 LSUCCC#UD2416 \ Department Manager. Victor C. Martin, PE FL PE 1182379, LA PE 942017 �- ISUCCC 0002436 -3" 2X4 #1 SYP STUDS 24" MAX SPACING FRAMING FOR FLORIDIAN NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DIRECTION. 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.) SIDING: SEE NOTE #14 12 2.5 F_ ROOFING: SEE NOTE 914 2x4 91 SYP VERTICAL RIM OVER 2x4 #1 SYP TOP PLATE OUBLE 2X4 3" x.105" NAILS 6" SPACING 2X4 PLATE 1X4 PURLIN 1((X UD N2 P.) C ;-2x4SYP# 91 SYPKD STUDS 1 1/2" X 12" 26 GA. GALV. STEEL 4 SYPKD PURLIN AT BOTTOM OF EACH ST �ILS 0.120 ER 0 (8) 1.25" x.105"NAILS (TY ONNECTION 2X4(6) FLOOR JOISTDOUBLE PT 2X6 SKIDS 1 BOTTOM PLATE IN 2X4 #1 SYP BOTTOM PLLATET n 1 1/2" x 12" 26G GALV STRAPS BOT. EA. STUD TO RIM JOIST DOUBLE STUDS AT CORNERS y FASTEN W/8-1 1/4" x.105" NAILS 3" x.120" NAILS ON 8" SPACING I SIDE WALL FRAMING 1� /� r�0i * : ND. 63439 , sTAtE OF MAX. 13' 6"-I TYPICAL DOOR FRAMING MAXIMUM DOOR SIZE 110" W X 79" H END WALL FRAMING 1/2" x '16" 26 G STEEL STRAP N.T.S. )P-OFSTUD-8 RAFTER-CINNEC-TIC (8) 1.25" X. 105" NAILS (TYP.) NOTE: OPTIONAL 3" NON-STRUCTURAL EAVE ROOFING: SEE NOTE #14 RAFTERS 2X4 SYP #1 ON 24" CENTERS BEARING DIRECTLY OVER GABLE WALL STUDS 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 #1 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 SCALE: 1/4" = 1' PSI APPROVAL 2018-01-15 r rn.�i nma. 3 oocnn WN r- .0 Sol -- o N n too N I O •• N QU, N � 3ma o W 0 Q O O in F-OU.Q O J ittZ 0 wZom ° g-j°a w a Q Q mrn-o > ro Q ti InMf0 to 'c' } I- M N � V] in �QtD w d O OW � 0 to Z " _� OZN N.�-rn 0. Z_ 0 3 Jv U.4 U ti In F a aino0 o U J J U O Q 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 Lntertek COt'F 86V,T!': !?J.5 a3a!�r•.�r r Cr:ttn;;n, Fin:iC0 :T78>? Plans Reviewer. Richard Olds ICC0 5107840 "MP S,SMI-7 LSUCCCRU02415 Department Manager. Vigor C. Martin, PE FL PE RB2379, LA PE M2017 LSUCCCRU02436 SILL SPAN & FASTENING SILLS 1-2x4 MAX SPAN 1 48- FASTENINO 3-.130" x 3" NAIL EA EN GAMBREL BARN FRAMING DETAILS (3) 3- X.120 NAILS AT STUD TO TRUSS CONNECTION 12 151 HEADER FOR DOOR OPENINGS ONLY CONNECTION WAM 0.120" x 1-1121 NAILS PER ANCHOR 2x4 #1 SYP STUDS 24.00 MIN 1 1/2- X 12" 28 GA. GALV. STEEL PLATE AT TOP & BOTTOM OF EACH STUD WITH (8)1.25" X .105- NAILS (7YP.)< HEADER DETAIL MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2-2X6 WITH 1/2" WITH 11Z PLYWOOD PLYWOOD OR 1-4X4 ®" MAX SPANS 22.5" 95" FASTENING 3-.130" x 3" 6-.13O" x 3" 8-.130" x 3" NAIL EA END NAIL EA END NAIL EA END SIMPSON H2 OR EQUAL EACH RAFTER TO STUD CONNECTION W/ 848 x 125- SCREWS PER ANCHOR SIDING: SEE NOTE #14 1 1/2" X 12" 26 GA GALV. STEEL PLAT EACH SD TO FLOOR WITH (8)125" X 105- NAILOS TYP.) �' No. 63439 •�': t* i 1112/2 01 a.- S NE OF �64i ON IEI � 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"X0.131 HT NAIL PER CONN. 20 BEACH SIDE OF JOINTNECTOR PLATES 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 - 10B- W X 80" H 12 20 GA 2.6• X 4" MIIEK CONNECTOR PLATES 3.6 2 OR EQUAL EA SIDE OF CONNECTION c 2X4 #1 SYP BOTTOM CHORDS ON m 10' WIDE & 11'6" WIDE ONLY O DOUBLE TOP PLATE CONT. 2x6 OVER 2x4 w x MIN SPACING 24" &RAFTERS O_ N 1X4 PURLIN mw 2 - 3" x .120 NAILS PER CONNECTION Q U, 2X4 #1 SYP BOTTOM PLATE NOTE FOUR SKIDS UNDER 13'6- WIDE FLOORS ONLY 13' 6" MAX. CROSS SECTION DETAIL PSI APPROVAL 2018-01-15 N.T.S. O 0 N N L O N m0 I U) O N O N J N ¢U 3mo Q H .. W 0Q 0 0 Z O W J Z > Ir 30 �S-1a m lid¢¢ m > Ln O o r� S to W',LD ir— a0M rj)U M d OW 0 O W =O cq > 1-- OZN In _O H l OZ_. Q 3 V ti cxa O 02 Z 0 U L) U O ¢ n ROBIN BUILDERS INC. 552 S. STATE Sr YO 912S, GA. 30436 526-3266 GAMBREL BARN FRAMING DETAILS "-FBC 2017 12-20-17 5 of 8 NONE HEADER DETAIL MAX SPANS & FASTENING HEADERS 12x4 2-2X4 2-2X4 / 7,25" HIG TISEEGAULGAE T hP16E r _1 © E1 MAX SPANS 22.5" Be W FASTENING SCREWS SCREWS• 1 p x 3� ^�CREWS4 EACH END EACH END EACH END SILL SPAN & FASTENING SILLS 1-2x4 L_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-13 SIDING: SEE NOTE #14 FRAMING FOR STEEL FRAME ROOF PITCH VARIES TO MAX 3.5112 12 max. 3.51 OPTIONAL EAVE 3" MAX STEEL STUD DIAGONAL WINDBRACES FOUR PER CORNER BOTTOM TRACK ATTACH TO FLOOR W/ 1/4" x 21/2" WASHER HEAD LAG BOLTS 0 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 3/4' SCREWS AT 8" SPACING z— DOUBLE PT 2X6 SKIDS 13' 6" MAX. NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY P:_NIf1 \A/AI I F:'-F?AKAINI( 20 GAUGE STEEL BOTTOM TRACK CONT. N.T.S. NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DIRECTION. DOUBLE STUDS AT DOOR OPENINGS I GAUGE STEEL BELTUNE CONTINUOUS AROUND PERIMETER (3) 3" x .120 NAILS PER CONNECTION - 18 GAUGE STEEL STUD PLATE TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY TYPICAL DOOR FRAMING: MAXIMUM DOOR SIZE - 108'W X 79" H 1N000S BELTLINE & ­ " fY', TOP & BOTTOM PLATES THROUGH ROOF PANEL (f7Of RF41Ei4� a.vi,•ucn.:! Sr.•t•;rc r;:r�.,u c:. !n: (2) 010 x 3/4" SCREWS PER CONNECTION BETWEEN STUDS AND PLATES 7�a3s'rd.st. er Pd�ndo, i�innna .'.79}er Plans Reviewer•. Richard Olds ICCO5107840 '20 G STEEL STUDS & RAFTERS 24" MAX SPACING FL #SMP-45, SMI-76 LSUccc#U02416 Department Manager. Victor C Martin, PE FL PE 4182379, IA PE #42027 LSUccc#U02436 Base Rail or Top Rail x 314" pa cake screw (2�per Conn. Swaged dimple .118" dia. `DOUBLE PTSKIDS 6" 13' 6" MAX. NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY C R O S S S ECTI O N D ETAI L STEEL STUD DETAIL N.T.S. PSI APPROVAL 2018-01-15 N.T.S. u No. 63M •. ,A, 4/4212 04 STATE OF 0On.' 0 C too N I r N 0 N O N I N in 3 Lr_ 0 X tw J w tr Q O 00 Z O J it o w Z3pX a. O_ E CL m to > 0 to to wpm <0M VjU InO NQ� d 0W W xoN �> _ ti r OZN -t`o— 0 Noy-0 „�Z NJv LJZ .� ina a O 0 Z U UOQO ROBIN BUILDERS INC. 552 S. STATE S`r. YO S, GA. 30436 912 526-3266 STEEL FRAMING DETAILS ""FBC 2017 w 12-20-17 6 of 8 NONE TRUSS SCHEDULE: DOUBLE 2X4 SYP#1 RAFTERS RUSS RAFTER AT ENDWALLS & STITCH TOGETHER W/ 3" x 0.120" NAILS 8"OC ROOF FRAMING N.T.S. 20 G GALV STEEL HAT CHANNEL W/(2) 2-1/4" x 0.131" HT NAILS PER CONN. 1 1/2" x 16" 26 G STEEL STRAP--, TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS (TYP.) FRAMING FOR PORCH MODELS 20 GA. NOTE: GABLE ORIENTATION IS SYMBOLIC EA SINCE GABLE CAN BE IN EITHER DIRECTION. KINGPOST ON TRUSSES >99" 12 SNGLE TRUSS OVER WALLS 2.5 DOUBLE TRUSS PT OVER PORCH 1 1/2" X 12" 26 GA. GALV. STEEL PLATE (8) .106" 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 1 1/2" X 12" 26 GA. GALV. STEEL PLATE TOP & BOTTOM OF EACH STUD (8) 1.25" x.105"NAILS(TYP.) 2X4(6) FLOOR JOIST DOUBLE PT TRUSS 2-3" x .120" GALV NAILS AT 8" SPACING tmb vtek, E=1•{.:r.. Ell' 3'k12" 18 G GALV. PLATES ON '1-2 X 4 PT NAIL TO UNDERSIDE 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3" x .120" GALV ,:,s,r , •.1;,,{' 10-3"X0.120" GALV NAILS EA PLATE NAILS ON 6" SPACINGS �w'p"tea iaessmeaa PORCH flRMp-0S,SMI-1E Esua<eumalc DETAILS �pEeeLIA��APE ee301]"rGM."In, pE 1 112" x 16" 26 G STEEL STRAP TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS (TYP.) 2X4 #1 SYP STUDS 24"CENTERS 2-3" x. 120" NAIL EA END TYPICAL WIN. FRAMING 1X4 PURLIN 2X4 91 SYP BOTTOM PLATE 3"x.120" NAIL 6" 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 N.T.S. DOUBLE CORNER 5/4 x 6 PT FLOOR DECKING ON PORCH ONLY SIDE WALL FRAMING ``` %11 111/////i "X 4" TRUSS PLATES'• SIDE OF TRUSS _ fie; Na 63439 2X4 1X4 PURLIN NG: SEE NOTE'#1, ,4 #1 SYPKD STU[ 2-3" x .120" NAILS EACH END 1X4 SYPKD PURLIN I 2 3" x 0.120 ILS PER CONNECTION I — DOUBLE PT 2X6 SKIDS I (-13' 6" MAX.—y TYPICAL DOOR FRAMING I I IMApXIMUM DOOR SIZE NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY W X 79" H ND WALL FRAMING N.T.S. 20 G GALV STEEL HAT CHANNEL ROOFING: SEE NOTE #14—\ W/(2) 2-1X' x 0.131" HT NAILS PER CONN. 1 112" x 16" 26 G STEEL STRAP TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS (TYP.) x4 SYP PT TOP RIM JOIST SYP PT TOP PLATE CONT. OPTIONAL 3 NONSTRUCTURAL SAVE / 2-3" x.120 NAILS EACH 8" 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS OPEN PORCH AREA MAX & SPAN WALL TO CORNER POST 2X4 #1 SYP STUDS — 4x4 PT POSTS AT EACH 24" MAX SPACING 8F PORCCORNER ,-2X4 PT RAILINGS 1X4 P/ PURLIN DADOED MAX 6 OPENING INTO STUDS CONT. O W^^ 0 .L po N I no n N I O N J N 3mn^ wQ F o La a:Q o0 Z 1=o1ia O J a:Z 3o w Z �5�(L 0 m e.a<< mtn > o Eo 'L ti N w In a�M tnV Ow v~ia� a o> O - O Z_N. �Orn O �. i= Z 3 14 jZ w N K Q H O O a' Z U UOQ� k I "°'""°ni'm" I =l 2x4 SYP PT TOP �--"r— PLATE CONT. ROBIN BUILDERS INC. 552 S. STATE St. LYONS, GA 30436 912-526-3266 2X4 #1 SYP BOTTOM PLATE - INTERIOR WALL ONLY r FLOORING: SEE NOTE #16 PORCH MODEL SIDING: SEE NOTE #14� FRAMING DETAILS 1 1/2" x 12" 26 G STEEL STRA DOT. OF EACH STUD TO RIM JOIST (8) 1.25" X .105" NAILS (TYP.) 12" 18 G GALV. PLATES 2X4(6) FLOOR JOIST F-12-20-17 017 `� 2 OUTSIDE SURFACES OF P& BOTTOM OF 4x4 L CORNER CROSS SECTION STS - 10-3"x OF 4 GALV NAILS EA PLATE 7 OF 8 TE PSI APPROVAL 2018-01-15 0 D SCALE: 1 /4" = 1 PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST 2'x2'xl/B' ZINC PLATED WASHER /-1/2'XV GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BDLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST GRADE PIER SPACING REQUIREMENTS SAME z 1/2' EYE AUGER ANCHOR WITH REQUIREMENTS ACING 4' SINGLE HELIX & MIN. EMBEDMENT OF 24'. LOCATE < ANCHORS ONLY ALONG LONG Cu SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING. SHED WITH ATTACHED SKIDS END VIEW 2x4 Bf 3/4' PL MIN 4' _L .: CONCRETE SLAB BY OTHERS LOCAL CODE AND JURISDICTION APPLY SCALE, N.T.S. FLOOR JOIST 3/4' PLYWOOD FLOORING 2x4 BASEPLATE 2x4(6) PT RIM JOIST 2'x2'xl/B' 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 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 8' MAX ANCHOR SPACING. ANCHOR ATTACHMENT DETAIL SCALE- N.T.S. FOUNDATION ANCHORING TIE DOWN SYSTEM (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY (1) 2'x2'xl/8' ZINC PLATED WASHER PERMITTED GENERAL NOT 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) B. 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 13. PIER SPACING REQUIREh AUGER ANCHOR SPACING r///��� 26 GAUGE G-90 GALV 2x4(6) PT RIM JOIST U-SHAPEDB 1/2' WEDGE ANCHOR WITH / STEEL RACKKETET x / B 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH E BOLT ATTACHED TO ANCHOR WITH (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/B' ZP WASHER, (1) 1/2- ZP NUT -24 SIMPSON (or EQUAL) 70# UPLIFT WITH 1/2' WEDGE END, SHED WITH ATTACHED SKIDS ANCHORED TO CONCRETE END VIEW SCALE, N.T.S. SOLID CONCRETE SLAB THROUGH 2x4 WALLPLATE & 2x4 PT BOTTOM PLATE, SPACING OF ANCHORS TO BE MAX 3' ALONG ALL FOUR WALLS WITH 1 ANCHOR WITHIN 1' OF EACH CORNER. T MIN 4' L STUD & FASTENED W/ (14)- 0,089 x 1,25' RING SHANK GALV NAILS 2x4 BASEPLATE Inl:L t k il'�f. h q µS CODE 4R'IFLV a- it.}v:'i. ::^�r✓err 2:aa_ rdSLsvt PrlonJo. C•rnr¢/o ",','E Y? Plans Reviewer: Richard Olds ICC#51W840 R ASMP-45, SMI-76 LSUCCC#U02416 Department Manager. Victor C. Martin, PE R PE #82379. LA PE #42027 LSUCCC#1102436 2'x4' P.T. BASE � CONCRETE SLAB BY .• OTHERS LOCAL CODE AND JURISDICTION APPLY �* No. `fig SHED WITH❑UT FLOOR ANCHORED TO CONCRETE END VIEW PSI APPROVAL 2018-01-15 SCALES N.T.S. 4/12/2 018 Q� i � • STATE OP �i '•.�ORIDI`. ' �0a`� 111 Q C Z UI N n p u�i N o N J N a 3 � F o w �Q O O O O Z <z J Of > 30 go L a L�aaa MQ >a - = a E to o: rOD ~ WON I.-. M M I NN 4'. ;aQ W K w NoN a A In yN_1___LL__. O D Z c`1 cq o } O W ~ C)L) ti 10 J s j: V O J O z W > �K (n=oo Qoa3 ROBIN BUILDERS INC. 552 S. STATE SY. NY12) '52-325636 TIE DOWN DETAILS ";'TIE DOWN 12/20/17 8 of 8 AS NOTED r raw v. r.m� •.�.n - v.n w.w w ...ro. � - n.v. �. �...... �� .. � . I j . 7 t JAME$-ROAD, F.T. PIERCE, )RIDA 34951 i- BoundarySurve 'LOT Z8 '4 .r - _ BLOCK 7 : � �� .75 �,. . EliSAL FOUND 1/2"�i,. �, — f�,- �._ . _. 10 U.E. (PLAT) _ - . N- ROD AND CAP ' •. 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