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HomeMy WebLinkAboutLETTER ABOUT PLAN APPROVAL WITH BUILDING SITE PLANSO, UzK Intertek-PSI Tel +14073045560 1748 33'd Street Fax +1407 304 5561 Orlando, FL 32839 intertek.com/building J#uary 15, 2018 r. Thomas Campbell )rida Department of Business and Professional Regulation anufactured Building Program 40 North Monroe Street ite 90A Ilahassee, Florida 32399-0772 Plan Approval: Residential Lawn Storage Shed Manufacturer: Robin Builders, Inc. (Lyons, GA) SCANNED Agency Plan Number: ROBIN GA FBCR2017 BY St Lucie County !ar Mr. Campbell: ifessional Service Industries Inc. an Intertek company "Intertek-PSI" 1 LU p y ( ), part of Intertek Building Science utions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations, above referenced documents have been reviewed for compliance with: L7 Florida Building Code, 61h Edition L4 NEC signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI. mandatory comments have been satisfied and plans are approved for construction by a modular bu nufacturer that is currently approved by the Department of Business and Professional Regulations. you have any.questions or require my assistance in any way, please do not hesitate to contact me. Yours sincerely, Professional Service Industries, Inc. 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 �I �` u z �a OOm a� Uj D O �ww zz -JUiLU no >>h.Z!w U)LU CCX a I'] 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- On AT["), and MT Group Inc. ("INTERTEK-MT"). www.intertek.com/building ROBIN BUILDERS INC. L YONS, GEORG/A GENERAL NOTES 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12. ALL WIRE SHALL BE #12 THHN SOLID COPPER WITH GROUND. WIRING 2017 FLORIDA BUILDING CODE 61h 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. MAXIMUM WINDOW SIZE 48" WIDE x 36" HIGH. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHER APPLICABLE CODES. MESA ALUMINUM, 4" LAP ALUMINUM 5/8" PT T-111 SIDING VINYL SIDING rH 3. BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE. 501125 PSF FLOOR LOAD. OR LP SMARTBIDE ROOF COVERINGS INCLUDE E 2NT 9 GALUGELGYAILVALUME SfFEEL, NOT FOR HABITATION. SHINGLE ROOF OVER 1/2" PLYWOOD WITH 2 LAYERS OF 15 LB. FELT OR 4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16" OSB AND 15 LB. FELT. 5. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN, BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 6. ALL FLOOR SKID & JOIST LUMBER TO BE #2 SYP KD PT ALL WALL PLATES, STUDS & RAFTERS LUMBER TO BE k1 SYP KID 7. ALL WOOD WITHIN 8" OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND FASTENED WITH GALVANIZED FASTENERS. 8. TRUSS DESIGNED TO SUPPORT D.L. + L.L. = 35 PSF. 9. ALL ALUMINUM SIDINGIROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, 32.000 MINIMUM YIELD STRENGTH. 10. USE #8 X 3/4" TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME. USE #8 X 3/4" WITH 1/2" NEOPRENE -BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. - SPACING AS FOLLOWS: ROOF/SIDING - PERIPHERAL MEMBERS 5" OC ROOF/SIDING - INTERIOR MEMBERS 10" OC SIDING - 12" OC BOTTOM PERIMETER 11. DOOR SHALL 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 DOUBLE ALUMINUM DOORS, GARAGE DOORS, AND PREHUNG STEEL DOORS. TYPE, SIZE, QUANTITY AND LOCATION MAY VARY. DOOR NOT SUBJECT TO HEIGHT AND WIDTH REQUIREMENT IF BUILDING IS <+400SF PER FBC, 1010.1.1(8). 15. USE 2-1/4" x .099' GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN WOOD, ENGINEERED WOOD, AND FIBER CEMENT SIDINGS AND FRAME. 16.3/4" PLYWOOD FLOORING SURFACE NAILED WITH 3" x 0.120" GALV. NAIL SPACED W EDGE/ 10" OC FIELD. FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 17. FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S RESPONSIBILITIY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC REQUIREMENTS AFFECTING THE INSTALLATION, SETUP AND UTILITY CONNECTIONS TO THIS BUILDING. THE PURCHASER ASSUMES ALL RESPONSIBILITY FOR COMPLIANCE WITH LOCAL, COUNTY OR MUNICIPAL CODE REQUIREMENTS FOR THIS STRUCTURE. (khmtek, tI`�' 18. ROOF DRAINAGE PER 1503.4 & R903.4 i CODE REV]EV/ PSI APPROVAL 2018-01-15 F2­ t+>.s .�.; ay.•a �s.dsv::r J]larrlc.fbr�l1S34 vum anx"m atn,bom ICYKI61860 RRMDi6,6M1-]6 lsucarum6u D,DE,4 E"�VI[to]G 6Lttlry DE 0.DEE6)37D,U ,uDE66)ol] lsuac Euoasu N 6 . 63U9 `•.1112/2 018: r O_ •. UrATE OF _ I O W N t, L_ N ENO n N I O N J N Q tU ..^ 3ma F o W C w Q aO C Z O J mZ 30 �aaa >N'10� 2 v) WM 114 F �O NMM w CL ow I: � ,o xQN r Oj J r tf; 1i 0 OZN no;,UG03 0.. 1.Z . NJv Ln a EL Z C) a, OUJJ UOQm x> a.,lvwym,. om. 5521SBSER5INC S. TAT1. 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 I A B A 6' VARIES TO 50' O" PT 2X4 (6) FLOOR JOISTS 16' OC DOUBLE PT 2x5 SKIDS PT 2X4 6) RAIL 4 SKIDS REQUIRED FOR (3) 3' X.120 NAILS / \ I� FLOOR WIDTH OF 13' 6• Fl Intwtekee n G CODE REVIEW P,aJessioro/Servuz lndusfrxs, lnr 1748 3:1, 15ft-t vdi do'COriEn 32F.39 PI,m ReWewer. Richard Olds ICC #5107M RRSMP-0 ,SMI.76 LSUCCCDU02416 Department Manager: Vletar C M,,*, PE FL PE D#2379, IA PE #42017 SSIICCC 111.102436 2X4 PT HEADER BETWEEN SKIDS - 3' x .120 NAILS 6.00 SIMPSON H4 OR EQUAL - ON SIZE 10 X 16 OR LESS SIMPSON H10-2 OR EQUAL ON SIZElOX18 OR LARGER 5/8' X 24' Be 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 i713'6" MAXIF (6) 3e X .120 NAILS PER CONNECTION TYPICAL FLOOR FRAMING 3/4' PLYWOOD PT 2X4(6) PT HEADER BETWEEN �( SKIDS 3' x .120 NAILS 6' OC 20 GA GALV. ANGLE F 8- 3e X .120 NAILS PEI 1, Oy O I O' 01 DOUBLE PT 2X6 SKIDS N.T.S. NOTE: DOUBLE 10 ST F (6) 3 XX..120 NAILS AT EACH RECEIVE CONNECTION. FLOOR DETA I L DA N.T.S. * . No. 63439 =-0 1/12/2018; 0 ' STATE OF III 2" (OR 4-) X B'X 1Be 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' IB' 18" 24.5" 15' 'B' 40" 60" 84' 84' 40' BE USED SO LONG AS DIIM SIGN OR ISDIVIDEDEQUALLY @ 42N WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH OUTSIDE WALL. PSI APPROVAL 2018-01-15 OWN -• L O N n In o N O N I N U 3 � a W ix Q 01 o O Z J o�Zta•> O yIZ0w -5_ja aaa m VINO > 10 V H NwLu to ~ Q O in f} (1 viU W Qm xo1N w IL �O oW N � tli > .~1. OZ^ �O Z !LO W I�Z c jv UU03 OZ w y50� O U UOQ� J J ROBIN BUILDERS, IN 552 S. STATE ST. LYONS, GA 30436 912-526-3266 FLOOR DETAILS ABC 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 1/2• PLYWOOD PLYWOOD OR 1-4X4 MAX SPANS 1 22.5" 64• 95" FASTENING 3-.130" x 3• 6`130" x 3• 8-.130• x 3" NAIL EA END NAIL EA END NAIL EA END SILL SPAN & FASTENING SILLS 1-2x4 MAX SPANS 48e FASTENING 3-.130• x 3" NAIL EA EN 1X4 SYP #2 PURUN SURFACE NAILED WITH (3) 7/16" X 2" 16 GAUGE STAPLES PER CONNECTION (AL't) 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 STUDS TOE -NAILED TO BOTTOM PLATE, (4) 3"x.130• NAILS (TYP.) FRAMING FOR AMERICANA, CLASSIC, RUFFY OPTIONAL EAVE 3" MAX -13• 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.) 20 GA. 2.5" X4" MITEK 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 Z--- DOUBLE PT 2X6 SKIDS 13' 6" MAX. NOTE FOUR SKIDS UNDER 13'6• WIDE FLOORS ONLY END WALL FRAMING N.T.S. 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 AROURD PERIMETER (2) 3" x .120 NAILS PER CONNECTION 2X4 SYP #1 KD BOTTOM PLATE 3• x .120" NAILS B" SPACING TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY TYPICAL DOOR FRAMING: MAXIMUM. DOOR SIZE - 108'W X 80• H 12 20 GA. 2.5" X4" MITEK CONNECTOR PLATES I^t��, EMBEDDED BY HYDRAULIC PRESS {I i EACH SIDE OF JOINT CODE REVIEW Prcjese nal St+v, ind:utrrns, loc z7aa 33rC Sbret 2X4 BOTTOM CHORDS ON 10', 11'6- DELETE OH ON AMERICANA l 3 & 13'6" WIDE UNITS ONLY AND RUFFY MODELS PL 1t..Fl P .rd IUasio7m ewa a a olaa FLPSMPd5,5M1-76 2X4 SYP #1 KD STUDS & RAFTERS 24' MAX SPACING ISUCCCIU024L6 Deparirnem Manager: Vidw C. Marti , PE FLPE=2379,LAPEg 037 LSUCCC#U02436 90" MAX. 1X4 SYP #2 KD CONTINUOUS BELTLINE, DADO INTO STUD (2) 3" x .120 NAILS PER CONNECTION 2X4 SYP #1 KD BOTTOM PLATE, 3' x .120 NAILS 8' OC yia9 ! i !. VcBNBic :-.Q �• kTE— DOUBLE PT 2X6 SKIDS 03 ►b, 6343g nON 4 SKIDS ON 13'6" WIDE _ *: 13' 6" MAX. =� :4/42/2018 �= :gyp ' SPATE OF kilo: CROSS SECTION D ETA] L G`� f N.T.S. n L PSI APPROVAL 2018-01-15 O c to 1, N �o LI O h N I J J 3 c N F a 0 w zQ Oo O ? 6 J Q �Z3o WZQOQ: _JJa- L�aaa m > VL—O UJ V �^ Nam F V H N m V) Ln to W a 0, 0 oFOto I L> jOZN N>0 O..0Z C-4 UU 7 Z 3 W .� L0 �a3a O Z U fY 0UOJ UOQ� Uv 5521 S.BSTATERSY,INC. �YOIlS, GA. 30436 912 526-3266 RUFFY, CLASSIC, AND AMERICANA FRAMING DETAILS " tBC 2017 — -12-20-17 3 of 8 NONE tntertek o CODE REVIFIN ProWessienn: S-rviac tnduswr "Inc -a int—,k Cc,rpvrcr 1748 33rd Srreei 0r10nd0, FiOrida 32839 Plans Reviewer•. Richard Olds ICC#5107840 FL #SMP35, SMI.76 LSUCCC91.102416 '- Department Manager: Victor C. Martin, PE FL PE #82379, LA PE 042017 LSUCCC#U02436 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 2.51 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 FOULET2X4r (8) 1.25" X .105" NAILS (TYP.) 2x4 #1 SYP VERTICAL RIM OVER 2x4 #1 SYP TOP PLATE / 3" x .105" NAILS 6" SPACING SIDING: SEE NOTE#14 ----/ �B 4 #1 SYPKD STUDS 1 1/2" X 12" 26 GA. GALV. STEEL PLATE 2X1X4 PURLIN 1X4 SYPKD PURLIN ((2 3"x0.120 AT BOTTOM OF EACH STUD &ILS PER (8) 1.25" x.106'NAILS(TYP.) CONNECTION 2X4(6) FLOOR JOIST DOUBLE PT 2X6 SKIDS 2x4 SYP #1 BOTTOM PLATE MAX- 13' 6"TYPICAL DOOR FRAMING MAXIMUM DOOR SIZE 110"WX79"H END WALL FRAMING 3 - 3" x .120" NAILS AT EACH STUD TO PLATE CONNECTION 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 ttttllllll//llr * t NO.53439 �*�= -. 4/42/2 04 8 i � ' STATE OF � •�� ....• tr,•� Ill -1 112" x 16" 26 G STEEL STRAP N.T.S. TOP OF STUD & RAFTER CINNECTION (8) 1.25" X .105" NAILS (TYP.) r- ROOFING: SEE NOTE #14 OR to 1 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 #1 SYP TOP & 1X4 PURLIN DADOED BOTTOM PLATES CONT. INTO STUDS FLOORING: SEE NOTE #16 SIDING: SEE NOTE #14 1 1/2" x 12" 26 G STEEL STRAP TOP & BOTTOM OF EACH STUD 2X4(6) FLOOR JOIST TYPI CAL CROSS SECTION SCALE: 1/4" = 1' PSI APPROVAL 2018-01-15 O WN C �0 .- 0 N 1 V) O O N I N •• N J <M � W O < W O n f.7 o L] ? �ot`< O J MZO � W J O- L�(L<< J D- >111=m •� ~ to to m WMrD H ~ON ~MM U �O Uj 04 In <'O w a O W AF=O� OO Oy N0OI Z UU03 ti NJv K< ~ c y�o 7i OUJJ 0 O < 1 L I se:�nw I oa.J ROBIN BUILDERS INC. 552 S. STATE St. LYONS, GA 50436 912-526-3266 FLORIDIAN FRAMING DETAILS e'PBC 2017 — '12-20-17 4 OF 8 `AS NOTED W"tek o pm CODE REW11V Profess nal,Sorrire i"dn.,rrws, rM t 1d933rd Sheet " Orlando, Banda 32039 Plans Rnvlewer. Rldard Olds IOC 05107M FL#SMPi5,SMl-76 LSUCCC#U02416 Depar mt Manager: VIRor G Mahn, PE FL PE #02379, LA PE #42017 CC LSUC0002436 SILL SPAN & FASTENING SILLS 1-2x4 MAX SPAN 1 48' FASTENING 3-.130" x 3" NAIL EA EN GAMBREL BARN FRAMING DETAILS (3) 3- X .120 NAILS AT STUD 12 TO TRUSS CONNECTION 12 18� 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 1226 GA. GALV. STEEL PLATE AT TOP & BOTTOM OF EACH STUD WITH (8)1.25• X .105" NAILS (TYP.) HEADER DETAIL MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2- 2X6 WITH 1/2" WITH 1/2' PLYWOOD PLYWOOD 1--44X4 MAX SPANS 22.5" 64" 95" FASTENING 3-.130" x W 6-.130" 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 1.25" SCREWS PER ANCHOR SIDING: SEE NOTE #14 "*o� 11/, EACHSTU TO FLOOR CONNECT WITH (8) 1.25" X. 105- NAILS (IYP.) *• No.53439 •'-*� 1.4/42/P048 ` �p ' smTe of 11 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"XO.131 HT NAIL PER CONN. 20 GA. 2.5" X 4" MITEK CONNECTOR PLATES EACH SIDE OF JOINT DOUBLE 2X4 STUDS & RAFTERS _7 AT ENDWALLS ONLY STITCH TOGETHER WITH 3" x .120" NAILS 8" SPACING L DOUBLE PT 2X6 SKIDS •'•" NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY 13' 6" MAX. E-NIF-1 \A/A I I ESA KAINI/� 1X4 PURLIN 2 - 3" x .120 NAILS 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 3.5 �- 20 GA 2.5' X 4• MITEK CONNECTOR PLATES OR EQUAL EA SIDE OF CONNECTION 12 16 2X4 #1 SYP BOTTOM CHORDS ON co 1O' WIDE & 11'6" WIDE ONLY S w DOUBLE TOP PLATE CONT. 2x6 OVER 2x4 Xx Q 2X4 #1 SYP STUDS & RAFTERS MIN SPACING 24' O N 1X4 PURLIN -� 2 - 3" x .120 NAILS m PER CONNECTION Li 2X4 #1 SYP BOTTOM PLATE L DOUBLE PT 2X6 SKIDS — NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY 13' 6" MAX. CROSS SECTION DETAIL PSI APPROVAL 2018-01-15 N.T.S. — — 1 O Mn n c1lo O Ll U) N I N J 3m 0 o ' W of Q o0 ? L-O�Q O J QZ •� 30 zg_ja Of L�o_aa m (n > o 10 ti N 1}— a�M M NV fA N 1 a C) A C" ~ o> ti OZ O..�Z c b .-.N InoI-ro3 E� rrn NJ� VU MZ W ti -n l,_a a c in 0 z 0 UOQO ROBIN BUILDERS INC. 552 S. STATE Si. RYO 5, GA. 30436 912 526-3266 GAMBREL BARN FRAMING DETAILS E_212-2EO-17 C 2017 .r . 5 of 8N HEADER DETAIL MAX SPANS & FASTENING HEADERS 1-2x4 2-2X4 2-2X4 / 7.25" HIG 18 GAUGE STEEL PLATE TWO SIDES 1--1 © LJ MAX.SPANS 22.5" 64' 95" FASTENING 2SCIREWS • 1 SCREWS SCREWS4 EACH END EACH END EACH END SILL SPAN & FASTENING SILLS 1-2x4 L1 MAX SPANS 48" FASTENING 2- #10 x 3/4" EACR BOTTOM CORD EACH RIB - ATTACH TO RAFTERS WITH 4 - #10 x 3/4' SCREWS EA END RAFTERS AT 24" MAX SPACING & LOCATE C OVER WALL STUDS OPTIONAL EAVE 3" MAX —ys" SIDING: SEE NOTE#14 BOTTOM TRACK CONT. FAST W/ 1/4" x 2 1/2' WASHER HEAD LAG SCREW @ EA STUD FRAMING FOR STEEL FRAME ROOF PITCH VARIES TO MAX 3.5/12 12 max. 3.5 r- OPTIONAL EAVE 3" MAX STEEL STUD DIAGONAL WINDBRACES FOUR PER CORNER BOTTOM TRACK ATTACH TO FLOOR W/ 1/4" x 2 1/2' WASHER HEAD LAG BOLTS Q 2 CENTERS & DOUBLE BOLTS EACH CORNER & EACH EDGE OF DOOR OPENING ROOF PANEL ATTACH TO ENDWALLS SIDEWALLS & ALONG RIDGE WITH #10 x 3/4" 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 `DOUBLE PT 2X6 SKIDS 13' 6" MAX. TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6' WIDE FLOORS ONLY END WALL FRAMING �M M DOOR SDOOR IZE - N.T.S. 108'W X 79" H , intertek CONTINUOUS BELTLINE & (/�1 Q TOP &BOTTOMTTOM PLATES �✓ THROUGH ROOF PANEL COU- REVIEW M n/e3sin.wt Sen-icc mGnsfnrs, t,H- (2) #10 x 3/4' SCREWS PER CONNECTION ^" 11-'We Clinp—, BETWEEN STUDS AND PLATES 174833rdstreer 04—do, Florida 37839 Plans Revlewer. Richard Olds IOC #s107840 FL #SMP-45, SMI.76 20 G STEEL STUDS & RAFTERS 24" MAX SPACING ISUCCC#U02416 Department Manager. Victor C. Martin, PE FL PE 082379, LA PE 442037 ISUCCC#U02435 317 Base Rail or Top Rail -T—head's3/4" a cake crewg2�per coon. Swaged dimple .118" dia. ILcI �:' V0F='r..........F:cIV No.53439 DOUBLE PT 2X6 SKIDS' 13' 6" MAX. _ ®: 411212Oi8:. t/ NOTE FOUR SKIDS UNDER 13'6• WIDE FLOORS ONLY .. O STATE Or `�`t/.� STEEL STUD DETAIL �'�sg;'oirio�.•``�,: CROSS SECTION DETAIL N.T.S. III N.T.S. PSI APPROVAL 2018-01-15 90" MAX. — CONTINUOUS 20 GAUGE STEEL BOTTOM TRACK CONT. OWC t 1p N o U) N I _i O N N � QU .. 3mo la_ a F O w Ix oo Q a = t-o�a O J � Z3o Ix 0 Of a a 03 In ^ 0 - IN WMto H a M M N U O Cin a o O L ~ o� LJ a 0ZN O..OZ 0 O I^a, �� 3 NJ 0Z W .Z In Exa a O O Z O U c.toa� ROBIN BUILDERS INC. 552 S. STATE SY. NO S, GA. 30436 12 526-3266 STEEL FRAMING DETAILS "FBC 2017 `" 12-20-17 6 of 8 TRUSS SCHEDULE: 2X4 SYP #1 TRUSS RAFTERS 24" O.C. _ DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS & STITCH TOGETHER W/ 3" x 0.120" NAILS 8"OC ROOF FRAMING 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.) 3"x12" 18 G GALV. PLATES ON 2 OUTSIDE SURFACES OF 4x4 POSTS 104"x0.120" GALV NAILS EA PLATE FRAMING FOR PORCH MODELS NOTE: GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER DIRECTION. ``pnuiirrrr 20 GA. 2.5" X 4" TRUSS PLATES' ' EACH SIDE OF TRUSS _ * ; NO. 5" 1-9 8018! 12 Q ' STME OF 2.51 i �•••. R'rininA 1 112" X 12" 26 GA. GALV. STEEL PLATE (8) .105" x 1.25" NAILS M#14 20 G GALV STEEL HAT CHANNEL R00 ING: SEE NOT W/(2) 2-1/4" x 0.131" HT NAILS PER CONN. 2X4 #1 SYPKD STUDS 2-3" x .120" NAILS OUBLE 2X4 EACH END SIDING: SEE NOTE#14 1 1/2" X 12" 26 GA. GALV. STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN TOP & BOTTOM OF EACH STUD 2 3" x 0.120 (8) 1.25" x.105"NAILS(TYP.) CONNECTION 2X4(6) FLOOR JOIST DOUBLE PT 2X6 SKIDS 13' 6" MAX. TYPICAL DOOR FRAMING DOUBLE PT TRUSS IQ I—— DOOR SIZE 2-3" x .120" GALV NAILS NOTE FOUR SKIDS UNDER 13'6- WIDE FLOORS ONLY W X 79" H AT 8" SPACING intertek, °.. END WALL FRAMING COQx RFl�i: 2 X 4 PT NAIL TO UNDERSIDE OF TRUSSES 2-3" x.120" GALV N.T.S. NAILS ON 6" SPACING ".'-• r=) ROOFING: SEE NOTE #14� / 20 G GALV STEEL HAT CHANNEL �'S101°0 W/(2) 2-1/4" x 0 131" HT NAILS PER CONN ��Y. •SMI-06 N636 PORCH °ipi"""�M °'S•"ve"cM "I x E�6�3ri�Qfi FE461) 1 1/2" x 16" 26 G STEEL STRAP DETAILS TOP OF STUD & TAIL END OF TRUSS (8) 1.25" X .105" NAILS '(TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST 1 1/2" x 16" 26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT. OPTIONAL 3" NON-STRUCTURAL EAVE I, TOP OF STUD & TAIL END OF TRUSS DOUBLE 2x4 SY FASTEN W/ 2-3" x.120 NAILS EACH 8" (8) 1.25" X .105" NAILS (TYP.) D CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2X4 PT JACK STUDS 2X4 #1 SYP STUDS OPEN PORCH AREA MAX 6' SPAN WALL TO CORNER POST 24" CENTERS 2-3" x .120" NAIL EA END 77, 4A PTPOSTSAT EACH 2X4 #1 SYP STUDS 24" MAX SPACING UTS DE SF TYPICAL WIN. FRAMING PORCH F 1X4 2X4 #1 SYP BOTTOM PLATE 3"x.120" NAIL 8" SPACING 1 1/2" x 12" 26G GALV STRAPS 5/4 x 6 PT FLOOR DECKING SOT OF EA STUD TO RIM JOIST ON PORCH ONLY FASTEN W/8-1 1/4" x .105" NAILS SIDE WALL FRAMING CONT. O wN� tO .- o N o ul n N I O J N N 3mo' �Q ~ JO EJ W rr Q 00 O Z O J L. az .> 30 rr E�aaa m fN > 0 t0 •'�. N w M to H aroi"N� U �o yQ > O > w 'y" OZN O.. C t,IZ O Z O U _J�pj UOQO 2x4 SYP PT TOP PLATE CONT. ROBIN BUILDERS INC. 552 S. STATE St. LYONS, GA 30436 2x4 #1 SYP BOTTOM 912-526-3266 PLATE - INTERIOR WALL ONLY 1X4 PURLIN DADOED,- INTO STUDS 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 LF'_12:-:20-17 C 2017 `" ON 2 OUTSIDE SURFACES OF TOP & BOTTOM OF 4x4 PT CORNER CROSS SECTION 7 OF 8 POSTS - 10-3"x0.120" GALV NAILS EA PLATE PSI APPROVAL 2018-01-15 S NOTED SCALE: 1/4" = 1' PLYWOOD FLODRING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST 2'x2'xl/8' ZINC PLATED WASHER �;_I/R'XV 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 --A REQUIREMENTS SAME AS ANCHOR SPACING A 1/2' EYE AUGER ANCHOR WITH REQUIREMENTS f 4' SINGLE HELIX & MIN. EMBEDMENT OF 24'. LOCATE ANCHORS ONLY ALONG LONG Cu SIDE OF BUILDING. END ANCHORS L WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING. SHED WITH ATTACHED SKIDS T END VIEW SCALE, N.T.S. s l Cu L JOIST GENERAL NOTES 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 ANCHORS ONLY ALONG LONG SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING. 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 I BUILDING EXPOSURE B 160 M.P.H. (3 SEC GUST) EXPOSURE C 2017 FLORIDA BUILDING CODE 6th 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 ANCHOR ATTACHMENT DETAIL SCALE, N.T.S. FOUNDATION ANCHORING TIE DOWN SYSTEM 2x4 BASEPL (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY PERMITTED 3/4' PLYWOOD (1) 2'x2'xl/8' ZINC PLATED WASHER 2x4(6) PT RIM JOIST 26 GAUGE G-90 GALV STEEL 1.5'W x 18'L 1/2' x 12' EYEBOLT 1/2' WEDGE ANCHOR WITH 3' MIN EMBEDMENT INTO U-SHAPED BRACKET ATTACHED TO EACH .. EYE BOLT ATTACHED TO ANCHOR WITH SOLID CONCRETE SLAB THROUGH 2x4 WALLPLATE STUD & FASTENED W/ (14)- 0.089 x- 1.25' Z(1 BOLT, (2) 2'x2'xl/8' & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS SPACING OF ANCHORS TO T- ZP WASHER, ZP WASHER, (1) 1/2' ZP NUT BE MAX 3' ALONG ALL 2x4 BASEPLATE MIN 4' .. A-24 SIMPSON (or EQUAL) 870# UPLIFT WITH 1/2' WEDGE FOUR WALLS WITH 1 ANCHOR WITHIN 1' OF -L 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 ANCHORS WITHIN 2' OF EACH MIN 4T OTHERS LOCAL CODE AND JURISDICTION END, THEN 3' MAX SPACING 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 SCALEI N.T.S. rote rtek e PSI CODE REVtELV nn. InterteY l'o^iFany 1749 33ul Street Qrtandc, Florid. 32839 Plans Reviewer: Richard Olds ICC#5107W FL #SMP-45, SMI-76 ISUCCC#u02416 Department Manager. Victor C Martin, PE FL PE #g2379, LA PE 042017 LSUCCC SUD2436 ` `xt,11�1I111L11177 ``` Q Ln Z o N O N N N J J 3 � a 0 o0 O Z �ot`a J o<Z o3Of w O Egaa m w >u " L < E toin f00 ~ W0N QMM V1of W to U (o W V o ~ JO j Z C4 > NJ r } O U UU O w o �Z w > N 7 p o (oioa3 5521 S.BSTLADTERS §T.INC. YO S, GA. 30436 B12) 526-3266 TIE DOWN DETAILS "TIE DOWN — 12/20/17 8 of 8 AS NOTED USE 1/2" DIA. RED HEADS ""i" •��■ • 0 2' FRM EACH END & 0 8'- 0" O.C. (MAX) D V � V PATIO.ANCHOR MICS-2 OR APPROVED EQUAL W121/4" MIN EMBEDMENT IN 2500 PSI CONCRETE (135 GALV. STRAP OF 4750# CAPACITY —.035 GALV. STRAP OF 4750# CAPACITY OR EQUAL STRAP 13 THREADED �/ THROUGH SLOTTED BOLT II//�J�\yll 15 THE BOLT 1S TIGHTENED, DOUBLE PT 2XQ SKID IE STRAP WINDS AROUND, . ' THE BOLT SHANK. xx • �— t� CbNCAE7E SLAB. d 6X6WlOil a WWM OR FIBERMESH DOUBLE PT 2XG SKID ' �llPku� No. Applvwadd X 8' X 16" CONCRETE BLOCK Richard u alluOSk BLOCKS & TIE DOWN ANCHORS SPACED 2' ''XX FRDM'EACH (END, THEN , ON MAX. & CENTERS. bftdtdar $ dkig Plato ] Ix "Ozldo•Cmtli�6e TIE DOWN ANCHOR: 5181 18 241:6�tm(((fi�24SH) OR EQUAOLRFOR SOIL MODEL!MRA (#124DAC1) OR EQUAL FOR ROCK TIE DOWN TO SLAB: SCA TIE DOWN TO GROUND 2X4 SYPKD STUD 24' OC SCALE: 2" = V 1/2" EXPANSION MOLT 9) 48' O C 2 114" EMBED WITH 2' X 1/8- WASHER • 2X4 PT BOTTQM PLATE p. A r� 3'U2" COIipRLfB -AB ,d:• • FLOOR JOISTS AT 24. OC WILL SUPPORT 5'0•PSF LIVE:& DEAD LOAD" FLOOR LOADING. UNIT WIDTH 6- 8' 101 IT •IY.,9'- FLOOR JOIST 2X4 ZX4 ZX6 2X6 2X6 'A' 16" 18" 18' ' 28.5' 40.5' .8. 40' 60' 84' 84• • • • 04- T z O gn [V N to co af7 0 z MIN w M O F. W 6. O La < = oW a EL a oa 0 :q G N co > ow M M1 v CA c� h �N a Ow ` G W Vim O NWaD O O2 z 3 � U 0 aa� Na �yl�r O,L. XB#10110 WWM OR FIBERMESH ' XB#10110 WWM OR FIBERMESH ' ROBIN BUILDERS, INC PO BOX 1067 LAKE WALES; FL 3385 (863)638-1294 1) #5 RODS (MIN. 3" CONCRETE,C.OVEH).• SUBURBAN, STUCCO? :gOTT M PLATE S TTACFI Tu'..S?• . WITHT j'2 3" X .12� N�ILS & WI �2h ' X q 28 G GALV. "U" S EAO •c+ia' S�ID 77O bTT•��OM PLp��+ j� a FLORIDIAN, • PINEY • BARN, GREENHOUSFj CL4SSIC, Rl1FFY AMERICANA. STEEL 1/4" .105 NAILS PEIi.S FI i ` NOCO NO U° STRAP ON STEEL/GRFrW OI/pSE:• •; TOOT FLO AS -NOTED t• � f��av cc. USE 1/2" DIA. RED HEADS Q 2' FRM EACH END & @ & - O" O.C. (MAX) PATIO.ANCHORMICS-2 � b D�! M OR APPROVED EQUAL O V ��I W121/4" MIN EMBEDMENT IN 2500 PSI CONCRETE 035 GALV. STRAP OF 4750# CAPACITY 035 GALV. STRAP OF 47509CAPACITY OR EQUAL IS THREADED 3H SLOTTED BOLT IOLT IE TIGHTENED, P WINDS AROUND- - Q DOUBLE PT 2X8; SKID i BOLT SHANK d �_ : 3 1/2" CbNC14ETE SLAB. G 6X6#i0110 WWM OR FIBERMESH DOUBLE PT 2XG SKID lilt, lj.R.t o Plan No 2" (OR',4") X B" X 16" CONCRETE BLOCK BI,0CK3 & TIE: DOWN OWCHORS SPACED 2' T FWROM'EALI END, H02) ON MAX. B' CENTERS. i♦'1( midst£ $111ming Piano mimvh RE[ luk& TIE DOWN ANCHOR: 518".•X 24$;fi'IrIiE�.7XH(#243-HJ30R EQl)A RFOR SOIL ' MbDEL-MRA (#24DAC1) OR EQUAL FOR ROCK `TIE DOWN TO SLAB: /-. - SCALE: " = 1 TIE DOWN TO GROUND 2X4 SYPKD STUD 24' OC SCALE: 2" = V ' 112" EXPANSION BOLT Q 48" O C 21/4" EMBED WITH 2• X 1IW WASHER 2X4 PT BOTTQM PLATE ' r� 3 1/2" CONCR&5 SLAB d . • •.� .,..� % ROBIN BUILDERS, INC* 4 6XG#101i0 WWM PO BOX 1067 FLOOR JOISTS AT 24' OC WILL SUPPORT *5.0•PSF LIVE`& DEAD LOAD d4 OR FIBERMESH ' LAKE WALES FL 3385 FLOOR LOADING. 20 d (863) 638-1294 • v (3) #5 RODS (MIN. 3" CONCRETE:,COVER)•• UNIT WIDTH 6• e' 10, . 12' ••13'+9'- SUBURBAN, STUCCOI FLOOR JOIST zx4 zx4 zX6 2X6 2X6 v� .d • FLORIDIAN.•PINEY NOTE:BOTTOM PLATE 1S gTTACHE • +�5:• . BARN, GREENHOUSE, IT II ((2 3" X .120 NAILS & WI 1 f .. ' CLASSIC, RUFFY "A• 16• 18" 18" - 28-5' 40.5' X•14 26)GA. GALV. "U" s ����•�•+5:� AMERICANA, STEEL STUD TO BOTTOM PLA py E ' TJO 'B' 40• 60" 84' 84 • • • 04• - r—I ?" --F (10)"1 1/4" X .105 NAILS FS fjR1.�,-, ;'i• . NO U' STRAP ON STEEL/GREj�SN4}y�OIJ�SE: q'• p �S 72010. SW BE USED SOFLONG AS DIMI=N810N BR•ISb OIDEIN - :),�G+V @ CAN '3-15-2C7 5 of 5 WITH A CENTER SKID AND AN EXTRA-SKI0+19:F A'. GE�<17F�tER'EACH _ o' OUTSIDE WALL' ,. • TIE DOWN V�•I.T H O lJ T E LO O;• • AS NOTED + •a GO ' O N N to m ^ I 91a M N I 0 F w cc_ < o� a �a O d w 3� U a :4 IL <a >LA^ a, •�i oco Oin M •fir CK G y yy5 izr W QO5. O O O cj m 4 O cmwm ^ ~ O �z S juCJ :3 a z cj O U m _ U O < 7 Na Mr� u,l,.