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Home My WebLink AboutProduct ApprovalPSI APPROVAL 2015-05-24 160 mph - Metal Lapsaider Box Eave Shed Master Plan DE51GN PARAMETER5: (HIP -GABLE ROOM GENERAL NOT15-5: Lark Builders [VANE) DESIGN PER A5CE 7-1 SEISMIC DE51GN PER AJ5C 341-05) I . THIS STRUCTURE WAS DE51GNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE AND THE FLORIDA BUILDING CODE, WIND LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. 2. ALL MATERIALS AND LABOR SHALL Be IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE, 3. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE OVER SCALED DIMENSION, 4. OUTSIDE OVERALL DIMENSIONS, CAN VARY BETWEEN LIMITS SHOWN BUT MEJOBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5, LUMBER USED FOR CONSTRUCTION SMALL Be AS FOLLOWS: FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15% MOISTURE CONTENT) 2xG 5.Y.P42.(12-15% M015TURE CONTENT) 2x8 5.Y.P.#,2-(12-I S% M015TURE CONTENT) G. ALL Of THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED. - SKIDS. FLOOR. JOISTS AND 3/4'T4G FLOOR SHEATHING 7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.-30 P.5.r. a. HANDICAP ACCF55 To BUILDING 15 FIELD INSTALLED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION APPROVAL 9. ALL ALUMINUM To BE 3005-3105 ALLOY WITH 32.000 P51 MINIMUM YIELD STRENGTH. ' 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. it. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUD5 AND SHALL Be LOCATED DIRECTLY OVER THE WALL STUD. 12. Poor 5LOPE5 BETWEEW2: 12 AND 4: 12 SMALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507.2.8 OF THE F.B.C. 2010 13. ANCHORS SMALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND TH1515 NOT A FOUNDATION DESIGN. 14. BUILDING 15 CLASSIFIED AS TYPE "S' (STORAGE) 15. ALUMINUM WINDOWS -TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. I G. ALL FASTENERS INTO F.T. WOOD SHALL BE HOT DIPPED GALVANIZED FA5TENM. 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWtNG5 TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. ia. THESE STRUCTURES SHALL NOT Be USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20. OPTIONAL EXTERIOR WALL COVCRJNG5 INCLUDE CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 518' P.T. T I - I I SIDING, VINYL SIDING' WITH ENERGY BRACE BACKER, MARDI BOARD, STEEL SIDING AND IFLEKOP STUCCO ON 518' DENSE GLA55 GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 t . ALL DOORS SMALL BE ABLE TO BE OPENED FROM THE CGPM5 51DE WITHOUT THE USE OF A KEY. Haney Associates, Inc. Engineering & Construction Planning 409 Dixon Street Vidalia, GA 3047.4 GENERAL NOTE5 CONTINUED: 22, DOOR SHALL BE 2 114'x I I / I G" ALUMINUM EXTRUDED FRAME W[THAN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO'x 72" ALUMINUM DOOR, 32' AND 48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE. SIZE, QUANTITY, AND LOCATION MAY VARY. 24. rREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8+-0* 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27, ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCE550KY BUILDING FOR A ONE OF, TWO FAMILY DWELUNG'UNVER 4005,1.ft.) MUST HAVE ATLEAST (1) 32'k80' (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y2' METAL 5TUD5 SPACED AT A MAXIMUM or 24" O.C. These plans were cleSigned in accoroal 2014 FBC, 51h Edition 2011 NEC 12014 Florida Fire Prevention Code For Wind Speed 160 mph, Exposure C WIND VELOCITY., Sheet Index 51.01 Cover- General & Design Notes WIND EXPOSURE: Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details SIA Roof Framing Schedule _& S1.5 Typical Frame Section Details $1.61 End Wall Frame Options GENERAL NOTE5 CONTINUED: 22, DOOR SHALL BE 2 114'x I I / I G" ALUMINUM EXTRUDED FRAME W[THAN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO'x 72" ALUMINUM DOOR, 32' AND 48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE. SIZE, QUANTITY, AND LOCATION MAY VARY. 24. rREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8+-0* 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27, ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCE550KY BUILDING FOR A ONE OF, TWO FAMILY DWELUNG'UNVER 4005,1.ft.) MUST HAVE ATLEAST (1) 32'k80' (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y2' METAL 5TUD5 SPACED AT A MAXIMUM or 24" O.C. These plans were cleSigned in accoroal 2014 FBC, 51h Edition 2011 NEC 12014 Florida Fire Prevention Code For Wind Speed 160 mph, Exposure C WIND VELOCITY., I Gomph WIND IMPORTANCE FACTOR: 1.0 WIND EXPOSURE: C WT. PRESSURE COEFFICIENT. 0.18 :t ENCL05URE CLA5511`ICATION: ENCLOSED COMPONENTS AND CLADDING: -poor LOAD (ZONE # 1): +21.41-43.8 F5F -ROOF LOAD (ZONE #2); +21.4/-G 1.7 P5r .Roor LOAD (ZONE #3): +21 A1-97.4 P5F -WALL LOAD (ZONE #4): +45.5/-49b P5F -WALL LOAD (ZONE #5): +4G31-58.5 FSP -WALL LOAD (ZONE #405): +45.9/-542 P5F 7. FLOOR DESIGN LIVE LOAD: 125 P5F & FLOOR DESIGN DEAD LOAD: 12 PSF 5. ROOF DE51GN LIVE LOAD: 20 P5F 10. Poor DESIGN DEAD LOAD: 5ELF WEIGHT 11. WALL OF51GN LOAD: 8 F5F 12. COMBINATION LOA05: AS PER ASCE 7.10 13. SEISMIC USE GROUP: 5 14. BUILDING CATEGORY- 1 15, BUILDING OCCUPANCY: STORAGE - NON HABITABLE 16. CONSTRUCTION TYPE: 7 B 7. ALLOWABLE FLOORS; I 8, EXTERIOR WALL FIRE RATING: 0 15. DESIGN OVERHANG: 8 INCH 20. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 t FLOF BUILDING CODE 21. THE CONTRACTOKIMANUFACTURER MUST COMPLY WITH THE FOLLOWING COOE5; 2014 FBC, 51" Edition 2011 NEC 2014 Florida Fire Prevention Code THESE 5UILDING5 An EXEMPT FROM THE THE FBG ENERGY CODE IN ACCORDANCE WITH 10 1.5,2 ,mation 1hril'On CODE REVIEW PridesslarnitSmIce lodustds 1748 331d Sweet Orlando, Fladd. 32839 Plan Reviewer. WIN. E. Newry, III =#618504 LA PA"0406 Ft. SMI -T9, amp sl Haney Associates, Inc. Certificate of Authorization I I No. 27124 11 SITE INSTALLED ITEM5: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. FAMP5, STAIRS AND GENERAL ACCESS TO THE BUILDING. g4 0 0 .-* *0 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDIING 4, FOOF DRAINAGE SMALL COMPLY WITH F.B.C. 1503 AND ye P318;G, STI NOTE: THIS L15T DOES NOT NECM5ARJLY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY Be REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 By: Project No. 12EN22A Checked By: Date: C.L.A. 04109/12 I'll,, R. 14 1/1 ELECTRICAL NOTES: I . WHEN AIR CONDITIONING 15 INSTALLED IN T1 -1I5 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FIDOBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER IN5ULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM I O'-0" COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION5 OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL EIfCTRLCAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST EDITIONS. 7. HVAC EQUIPMENT SHALL BE PROVIDED WITI I READILY ACCE55113LE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF POSITION THAT 15 PART OF THE HVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY A READILY ACCE551BLE CIRCUIT BREAKEP, 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DE51GNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE 41 2 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. 1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE IVITH ARTICLE 12 1 0.8(A)(2) NEC -08. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 o Incandescent Light w/ (1)-60w Bulb ❑J Junction Box $ Switch VAP Weatherproof $rs ,Switch w/ Receptacle Outlet 120v 10 Blaney Associates, Inc. T: ( Engineering 8c Construction Planning 1'r_, �:• P.a.BOS348, 8Ix tta°, S.0 29682-Phvvea64b46-7600 PSI APPROVAL 2015-05-24 WINDOW HEIGHT, LOCATION 32' MIN., GO" MAX. WIDTH AND QUANTITY MAY VARY 24" ,�\ �13Y G'-8° HEIGHT DOOR, AND ARE OPTIONAL. 5' MAX• MAX U • L / \ LOCATION MAY VARY. Injomtation arr blluildOn 3L'2. METAL STUDS SPACED AT 24' CODE REVIEW ip O.C. MAX. pro7esslonal Service Industries in P.T. 3/4° TCG I 174833rd Street FLOOR SHEATHING Orlando, Florida 39 $ SEE VARIOU5 END SEE VARIOUS END WALL I ' Plan R $504r. W,Iliam E. Neary, III WilliamE. Iccdst406 O WALL FRAMING �� FRAMING SECTIONS FOR I SECTIONS FOR WALL .\ AND WINDOW FRAMING. WALL AND DOOR FRAMING. i FLA LSMI- 9, FL SMI-T9,BMPS4 L6 i 1l� OPTIONAL ELECTRIC TO-' WP / 32° MIN.• GO' MAX. WIDTH EACH UNIT FIELD �� BY G'-8" HEIGHT DOOR, CONNECTED FROM LOCATION MAY VARY. D05TING POWER SOURCE TO UNIT 50'-O' MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. These plans were designed in accordance with: 2014 FBC, 51h Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 160 mph, Exposure C Typical Floor Plan SCALE: 114'= 1'-0' Single Wide Metal Master Plan Designed By: Pmject No. Lark Builders O.R.H. 12EN224 409 Dixon Street Checked By: Date: Vidalia, GA 30474 C.L.A. 04/09/12 Haney Associates, Inc. Certificate of Authorization No. 27124 ``ttt4tIIII"Ii .GKR./y, .,� 0 ��c 15, % No. x4558 ••. STATE TCC. R�ORIOP:•'�j�=: m's`s /ON At.E�11 ''nuut4tr Sheet Number: S1®1 PSI APPROVAL 2015-05-24 SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size&Spacing A B Width Joist Sizempacing I A IB 6'-0" 2x4's @ 16" O.C., Max. 115" _42" 6'-0" 2x4's @ 16" O.C., Max. 112'_ 24" 8'-0" �2x6's @ 16" O.C., Max. 1_8" -24" 60" 8'-0" 2x6's @ 16" O.C., Max._ O.C., Max. 16" 32" �20" 10'-0" 2x6's @ 16" O.C., Max. 72" 10'-0" 2x6's @ 16" 40" 11'-0" 2x6's @ 16" O.C., Max. 24" 1 84" 11'-0" 1 2x6's @ 16" O.C., Max. 122" 44" 11'-8" 2x6's @ 16" O.C., Max. 128" j 84_ 11'-8" 2x6's @ 16" O.C., Max. 24" ( 46" 16" O.C., Max.36" 4" 884" 13'-0" 2x8's @ 16" O.C.O.C., Max. 26" 5" 13'-8" I 2x8's @ 16" O.C., Max. 140" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" NOTES: • FASTENERS WILL MEET THE MINIMUM REOUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9. 1 AND TABLE 2304.5.1 UNLE55 OTHERWISE SPECIFIED. o ALL SKI05 ARE P.T.-4xG 5.Y.P. #2 OR (2)-P.T: 2xG 5.Y.P. #2 -• G' -O' WIDE UNITS MAY USE 2.4 5.Y.P. #3 JOISTS • ALL JOISTS ARE TO DE P.T.-S.Y.P. N2 P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SEE SCHEDULE FOR J015T 51ZE 3 LP.T.-4xG 5.Y.P. M2 or, 4'-O" or 0-0' : I , (2)-P.T2xG 5.Y.P. #2 SKIDS Optional Porch 50'-0" MAXIMUM BUILDING LENGTH Typical 2 5kid Floor Framing Plan SCALE: 1/4"= 1'-O° SEE SCHEDULE FOR J015T 51ZE SEE SCHEDULE FOR J015T SIZE 00, X SEE SCHEDULE FOR J015T 51ZE ��■ Infornrnlion Single Wide Metal Master Plan Designed By: ° .ToffitiLlOn P.T. 51DE RAIL TO MATCH 1 �muucl. " Haney Associates, Inc. J015T SIZE, SEE FRAMING Lark Builders CODE REVIEW SCHEDULE FOR SIZES. Professional service Indasfrfes 1748 33rd S".f 1"1, Honda 37839 Engineering & Construction Planning 2014 Florida Fire Prevention Code 1 409 Dixon Street Checked By: m Haney Associates• Inc. P.O.B.,348, Six Mao S.C. 29682- Ph ... :864d16-7600 For Wind Speed 160 mph, Exposure 11 C.L.A. 04J09/121 3 of 7_. _� Q Plan nevlewer W,Iliam E. Newry, III Certificate of Authorization ICC a 518504o LA auoe481 FL SMI -79, SMP -51 m SEE SCHEDULE FOR J015T 51ZE These plans were designed in accordance with:Aucc� Single Wide Metal Master Plan Designed By: Project No. 1 �muucl. " Haney Associates, Inc. 2014 FBC, 51h Edition 2011 NEC Lark Builders O.R.H. 12EN224 Engineering & Construction Planning 2014 Florida Fire Prevention Code 1 409 Dixon Street Checked By: m Haney Associates• Inc. P.O.B.,348, Six Mao S.C. 29682- Ph ... :864d16-7600 For Wind Speed 160 mph, Exposure Vidalia, GA 30474 C.L.A. 04J09/121 3 of 7_. _� Certificate of Authorization No. 27124 ``tttltR. "V %Cy� S.Y.P. R2 3 P.T.-4x6 or I . (2)-P.T.-2xG 5.Y.P. *2 SKIDS 4'-0' or G'-0" Optional Pdreh ` 0 64558 . No. 6A55 : *: 50'-0"MAXIMUM DUILDING LENGTH "O-�� LORI& G'� Typical 3 Skid floor Framing Plan '/,;'& ' E��.` SCALE: 1/4"— 1'-0' , / 111, ", t 2� ./,/111 These plans were designed in accordance with:Aucc� Single Wide Metal Master Plan Designed By: Project No. 1 �muucl. " Haney Associates, Inc. 2014 FBC, 51h Edition 2011 NEC Lark Builders O.R.H. 12EN224 Engineering & Construction Planning 2014 Florida Fire Prevention Code 1 409 Dixon Street Checked By: Dat.: . P.O.B.,348, Six Mao S.C. 29682- Ph ... :864d16-7600 For Wind Speed 160 mph, Exposure Vidalia, GA 30474 C.L.A. 04J09/121 3 of 7_. _� PSI APPROVAL 2015-05-24 pprovalS /-29z' - 209a. METAL WALL STUDS SEE PLAN VIEW FOR SPACING SEE FRAMING SCHEDULE MAY BE P.T.-4x65.YJ`. -F.T.-2-6 S.Y.P. #2 I M' 203METAL SOLE PLATE, FOR JOIST SIZE U� W1 511 G.4' LAGS ATTACH EACH STUD TO 50LE I I AT I G" O.C., Max, PLATE WITH (2) 10 SELF I I 3/4' TW FLOOR V--P.T. DRILLING GRABBER 5CREW5 SHEATHING11�1 (1) INTO EACH FLANGE. 5ENCO Q8 (OP EQUAL) 40TCH SKIDS IYz'x I& NAILS AT 12" O.C_ ROWS FOR EACH FLOOR JOIST SHALL BE 1.5" FROM EDGE, 5TAGGEP ROWS G" FOR (2)-P.T,-5.Y.P.-2xG's, 5K105, I 2x BLOCKING BETWEEN START PATTERN WITHIN G' 5KID5, FASTEN TO END'� Or EACH END OF SKID 2x4 BLOCKING BM WE ' J015T W/ M -0.120'x3' I SKIDS, FASTEN W/ (2)-0.I20"x3'NAJL5 AT SIDE, STAGGERED. 12' O.C., STAGGERED. 1'1 r \5KID4FL00P FRAMING DETAIL /-2'NEND JOIST FRAMING M5; P.. MbBu'Id On CODE REVIEW Profos.fooal SSrIk. thd-vis 174833rdStreet Orlando, Florida 32839 SKIDS MAYBE P.T.-4xC S.Y.P. #2 OP (2)-P.T.-?XG 5.Y.F. #2 o PI.. R.vi Wilill.. E. Newry, Iff %CC #5 85040 LA 0.100406 FL SM679, SMP -51 2' LAP SPLICE FASTENED W1 (G) -S/ I G'X4' LAGS L P.T.-4xG 5.Y.r. (OUTER FACE), (3)-5/1 G'X4' ATTACH J015T TO SKID WITH 5/1 G*X4" LAG SCREW OR (2) #2 SKIDS LAGS ONNER FACE). (9) LAG SCREWS TOTAL. Haney Associates, Inc. 5IMP50N W3,(OP EQUAL)AT Certificate ofAuthorization EACH END OF JOIST, SEE if 3xG'5PUCE PLATE ON 3 of C'17_4 No. 27124 FRAMING SCHEDULE FOR SIZE. SIDES OF JOINT. FA %litilit, (2)-P.T.-2xG EACH PLATE W1 (5)-5CNCO NOTE. -ATTACH END JOISTS TO SKID WITH (2)-5/1 G*x4' 5.Y.P. #2 5KID5 K25 (OF EQUAL) NAILS EACH SIDE. ""rN'Y' R. /Y"", ........... F_ LAG 5CRITW5 OP (4)-0.13 1 x4' GUN NAILS] AND A SIMP50N H-3 10? EQUAL] AT EACH ENE) OF JOIST. TYPICAL SKID TO Na. 6 *S 3'\JO15T CONNECTION DE AIL 4"NTYP19;,AL nriD SPLICING DETAIL 0%• STATE OF Hane Associates, Inc. Engineering & Construction Planning These plans were designed in accordance with: 2014 FBC, 511 Edition 2011 NEC 2014 Florida Fire Prevention Code Single Wide Metal Master Plan Lark Builders 409 Dixon Street DesignedBy. ProjectNo. O.R.H, 12EN224 Sheet Number: 01 12 P.O. Bu 348, Sit No, S.C. 19682 - Phl-864446-7600 For Wind Speed 160 mph, Exposure C Vidalia, GA 30474 Checked By: Date:■ CLA. 04/09/12 ROOF FRAMING SCHEDULE Wall Framing at 24" o.c., Max. Width Ratter and Brace Size and Spacing: 6'-0" ASIS SSMA S 3505162 43 @ 24" O.C. Max. IS SSMA—S 35OS162-43 @ 24" O.C. Max. 10'-0" ASIS SSMA_S 3505162-43 @ 24" O.C. Max. 11'-0" 1 ASIS SSMA—S 3505162-43 @ 24" O.C. Max. 11--8111 ASIS SSMA S 35OS162-43 @ 24" O.C. Max. ASIS SSMA S 3505162-43 @ 24" O.C. Max. 13'-8" ASIS SSMA_S 350S162-43 @ 24" O.C. Max. PSI APPROVAL 2015-05-24 SCHEDULE AND ROOF FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R3 18.G • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. -RIDGE MAY RUN IN THE SHORT DIRECTION 'TURNAROUND" OR'VAULTED" SME WITH A MAXIMUM GA13LE END OF 30-0" AND SIDE WALLS THAT VARY G' -O' TO 13'-8' OR THE LONG DIRECTION `STANDARD' WITH GABLE ENDS THAT VARY G'-0" TO 13'-8" WITH A MAXIMUM SIDE WALL LENGTH OF 5O'-0". • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH 13UILDEX 10-1 Gx I TEK5 PANHEAD SCREW5 WITH k3 DRILL POINT AT G" O.G. Haiaev Associates, Inc. Engineering &c Construction Planning P.O.O•a348, Sis MOq S.0 296n- Ph•ne864d167600 Typical Roof Frarnlnq Plan SCALE: 1/4'= P-0' These plans were designed in accordance 2014 FBC, 511 Edition '2011 NEC 12014 Florida Fire Prevention Code For Wind Speed 160 mph, Exposure C �3142" - 209a. METAL RAFTERS AND BRACING, SPACED AT 24' O.C., MAX: UNE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRAN5FER Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Tn➢11Wil00O1. Inf qtr n CODE REVIEW Pro/essional Service Industries 174873rd Street Orlando, Florida 32879 Plan ReWever. William E. Neary, In ICC 11 11140 LA 9000406 FL SMI -79, SMP -61 Haney Associates, Inc. Certificate of Authorization No. 27124 11 ``ta77rR.rrrrrr' No. 64558 ' �0STATE O 10NA17 �� n -r I i Standard Ridge I I � ad Iy I i i -- 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF Haiaev Associates, Inc. Engineering &c Construction Planning P.O.O•a348, Sis MOq S.0 296n- Ph•ne864d167600 Typical Roof Frarnlnq Plan SCALE: 1/4'= P-0' These plans were designed in accordance 2014 FBC, 511 Edition '2011 NEC 12014 Florida Fire Prevention Code For Wind Speed 160 mph, Exposure C �3142" - 209a. METAL RAFTERS AND BRACING, SPACED AT 24' O.C., MAX: UNE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRAN5FER Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Tn➢11Wil00O1. Inf qtr n CODE REVIEW Pro/essional Service Industries 174873rd Street Orlando, Florida 32879 Plan ReWever. William E. Neary, In ICC 11 11140 LA 9000406 FL SMI -79, SMP -61 Haney Associates, Inc. Certificate of Authorization No. 27124 11 ``ta77rR.rrrrrr' No. 64558 ' �0STATE O 10NA17 �� n -r PSI APPROVAL 2015-05-24 Approval Stamps: ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING ---"'--_—` WITH BUILDER 1 O-1 Gx 1 TEK5 '- -_'- PANHEAD 5CREW5 WITH N3 DRILL POINT AT G" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZE5 AND SPACING I ' I I I! I I 2 112"x 1/2" CORRUGATED 3VZ-20.a. METAL COLLAR TIE, 4'-0" :I : I : I 3!'z°-20ga. METAL STUDS ' ! ROOF PANELS FASTENED LO NG, ATTACH W/ (2) /! 10 SELF SPACED AT 24" O.G. MAX. WITH 114"-14 x 3/4" HWH DRILLING GRABBER SCREWS EACH SIDE TRAI AT G" O.G. XX/ ' //�� SEE ROOF FRAMING 3Vz°-20ga. METAL STUDS \OVERHANG OPTION DETAIL SCHEDULE FOR RAFTERS SPACED AT 2q° O.C. MAX. I .$ SCAM:: 3/5'a I' -a• . 0 10 3'Z"-20ga. METAL BRACE AT z O SEE ROOF FRAMING 3'-0" ABOVE FIN15MED FLOOR, a SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/ (2) REQUIREMENTS H 10 SELF DRILLING GRABBER ip SCREWS, (1) INTO EACH FLANGEjommlion I.."On O SEE 51 .2 FOR SKID AND FLOOR FRAMING `— 2 1 /2" x 1/2" CORRUGATED ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING �`„o'","„��c CODE REVIEW PANELS (FASTENED Wl#5 x WITH BUILDEX 10-IGxI TEKS Professional Service Industries IYz° WOOD SCREW AT G° PANHEAD SCREWS WITH k3 13 748 1748 33rd Street I O.C. (OR EQUAL ` DRILL POINT AT G" O.C. Orlando, Florida 32839 VARIES. G' -O" to 13'-8' _- _ - �_ - Plan ReKewar. William E. Neary, III LAOUDD406 - - FL SMI -79, SMPS4 Typical Frame Section SEE ROOF FRAMING Haney Associates, Tno, SCALE: 114"= 1'-0" SCHEDULE FOR RAFTER AND ' Certificate of Authorization No. 27124 BRACING SIZE5 AND SPACING ; r i i IR 3!2-20 a. METAL 5TUD5 ` ```GK 7I i SPACED AT 24" O.C. MAX. o ` �Q-; •• V10oo9yNJJZ No. ^ - �� 2 \OVERHANG OPTIO DETAIL STATE OF �ONAV- 1r.``• Haney ?associates Inc. � 7 fp Planning These plans were designed in accordance withngle 2014 FEC, 5*^ Edition 2011 NEC Wide Metal Master Plan Designed Ey: Project No. O.R.H. 12EN224 I Sheet Number: � Lark Builders Engineering &c Construction i 2014 Florida Fire Prevention Code 409 Dixon Street Checked B Date: y P.O.9ai148,Sh,WgSC19682-Ph... :864346.1600 mph, Exposure C For Wind Speed 160 , Ex P P P Vidalia, GA 30474 CLA. oa/ov/Iz I 6 of 7 PSI APPROVAL 2015-05-24 Approval Stamps: 2-1/2* x 112' CORRUGATED ROOF PANELS FASTENED WITH 1/4"-14 x 3/4' HWH TRAM I AT G' O,C. MY- 201a. METAL BRACING, W� METAL BRACE AT 3-0' .ATTACH EACH END TO 5TUD5 W1 ABOVE FINISHED FLOOR, (2) #10 SELF DRILLING GRABBER METAL BRACE AT 3'-0' ATTACH TO EACH STUD k 11 SCREWS. (1) INTO EACH FLANGE ABOVE FINISHED FLOOR, W1 (2) # 10 SELF DRILLING [NOTE THATTHISBRACING 15 ATTACH TO EACH STUD W1(2) # 10 51U` DRILLING GRABBER SCREWS, (1) REQUIRED ON SIDE WALLS AS WELL GRA5BER,5CREW51 (1) INTO EACH FLANGE (BOTH 51DE5 Of EACH CORNER)l INTO EACH FLANGE "1-5111! 51.2 FOR 51r9D AND FLOOR VARIES, 0-C' to FRAMING VARJE5. G' -O" to 13'-81 End Wall framing Option End Wall framing Option WALL OPENING FOR IDE WALLS SCALE: 1/4"= I' -O` TO BE FRAMED SIMILAR TO TH05E SCALE: 114'- P -O' SHOWN HERE FOR ENOWALL5 f =Prg;In omation 2-1/2'x 1/2° CORRUGATED ROOF bldOn PANELS FASTENED WITH !t4"-14 x CODE REVIEW 314* HWH TRA)W I AT G" O.C. lonal S mice bdustrios P'arm]rd Street Orlando, Florida 32539 Plan R.di— Will.. E. N—y, III ICCit $16504 LASU MG 6-0, Max. 3ve' - 20ga. METAL BRACING, Max. 1 S Fl. MI -79, SMP -51 3z" METAL BRACE AT 3!-0'— ATTACH EACH END TO STUDS W7 ABOVE FINISHED FLOOR. (2) # 10 SELF DRILLING GRAB" M El- SCREWS. (1) INTO EACH FLANGE MY METAL BRACE AT 3'-0" ABOVE FIN15HED FLOOR, Hrey A, 'a ' Inc' ATTACH TO EACH 5TUO W1 (2) # 10 SELF DRJLUNG b (NOTE THAT TH15 BRACING IS TAcH To EACH b AT STUD C., Certificate riwi No. 271 GRABBER 5CU, REQUIRED ON SIDE WALLS AS WELL W1 (2) K! 0 SELF DRILLING GRA5BER,5CREW5. (1) INTO EACH F,42) (BOTH 51DE5 Or EACH CORNER)) INTO EACH FLANGE o"6y, R. NOTE THAT TH15 BRACING............ 15 REQUIRED ON 51DE GEN 0 Uff SEE 51.2 FOR SKID AND FLOOR WALLS AS WELL (BOTH No. 558 S lir VARIES, G' -O' to 13--5- FRAMINGsiDE5 VARIES, G'-0" to 13'-5' or EACH CORNER) End Wall Framing Option End Wall framing Option STATE OF SCALE: 1/4"= V.0' SCALE: 1/4'4 P -O' ,SSS.......... Haney Associates Inc. Engineering ,& Construction Planning These plans were esigne in actor ante wit 2014 FBC, 5th Edition 2011 NEC 2014 Florida Fire Prevention Code Single Wide Metal Master Plan Lark Builders I DesignedBY: Project No. O.R.H..R H12EN224 Sheet Number: 6 P.O. 11-348,131'Mile,S.C.29682 -Pho—SM446-7600 For Wind Speed 160 mph, Exposure 409 Dixon Street Checked By: Date: Vidalia, GA 30474 C.L.A. 04/09/12 7of7 TIE -DOWN NOTES, --- - 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TIE -DOWN STRAPS TO BE 1-j' x 0.035' GALVANIZED STEEL, FEDERAL SPECIFICATIONS OOS-781-H, TYPE -1, FINISH -B. GRADE -1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3.150 LB. K 1.5). 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16' FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS, 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4' COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. TIE -0 FLOOR J BOLI wE01 4' CONCRETE TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 1/2'.3' (4DO LB.) CONCRETE WEDGE ANCHOR WITH U -CHANNEL (TYPE 3) TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 1/2".3' (4GO LB.) CONCRETE WEDGE ANCHOR WITH U -CHANNEL (TYPE 3) 1/2'.Y (400 LB.) CONCRETE WEDGE ANCHOR WITH 2- WASHER 71E -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2- 2.4 SOLE PLATE (NATURALLY GRADE 5 BOLT MINIMUM WITH DURABLE WOOD OR P.T.) WASHERS. ALSO CONTINUOUS AND ATTACKED TO GROUND ANCHOR ------_---T-�4" ON OPPOSITE SIDE ____ ___ 30' EARTH ANCHOR: AUGER SME FOR SOIL/CLAY„ C\ DRIVE STYLE FOR ROCK/COPAL rOPTIONAL. REINFORCED CONCRETE FOUNDATION 4' CONCRETE TIE -DOWN DETAILS (1) 4.4 SYP d2 ON 8' WIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). CONCRETE y y TYPE 1 V -Z- (400 LB.) CONCRETE 2.4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) 30' DRIVE ANCHOR WEDGE ANCHOR WITH 2- WASHER FOR ROCK/CORAL TIE -DOWN STRAP GROUND ANCHOR WITH 1/2' GRADE -----T-T�4 ' (SEE NOTES) TYPE 3 1/2'.3- (400 LB.) CONCRETE 9' CONCRETE WEDGE ANCHOR WITH 2' WASHER 1/2'.Y (400 LB.) CONCRETE WEDGE ANCHOR WITH 2- WASHER 71E -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2- 2.4 SOLE PLATE (NATURALLY GRADE 5 BOLT MINIMUM WITH DURABLE WOOD OR P.T.) WASHERS. ALSO CONTINUOUS AND ATTACKED TO GROUND ANCHOR ------_---T-�4" ON OPPOSITE SIDE ____ ___ 30' EARTH ANCHOR: AUGER SME FOR SOIL/CLAY„ C\ DRIVE STYLE FOR ROCK/COPAL rOPTIONAL. REINFORCED CONCRETE FOUNDATION 4' CONCRETE TIE -DOWN DETAILS (1) 4.4 SYP d2 ON 8' WIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). CONCRETE y y TYPE 1 - TYPE 2 lJ 30' DRIVE ANCHOR 30' AUGER ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY GROUND ANCHOR WITH 1/2' GRADE Op 5 BOLT MINIMUM WITH WASHERS TYPE 3 5/8' • 30' EARTH ANCHOR: CONCRETE ANCROR AUGER SME FOR SOIL/CLAY. DRIVE STYLE FOR ROCK/CORAL WITH EXPANSION BOLT TYPICAL ANCHOR TYPES (1) 44 SYP /2 ON 8' WIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. STP J2 SKIDS ALL ELSE(CAN BE SET ON GROUND). TIE -DOWN STRAP SECURED WITH (8) 100.1.5' NAILS ,t 5/8-. 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, _ DRNE STYLE FOR ROCK/CORAL 4' CONCRETE TIE -DOWN STRAP BOLTED THRU FLOOR JOST WITH 1/2' GRADE 5 (1) 4.4 SYP j2 ON B' WIDE OR LESS BOLT MINIMUM WITH WASHERS (2) 2.6 OR (1) 4.6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 5/8' . 40' EARTH ANCHOR WITH EYE HOLE AUGER STYLE FOR SOIL/CLAY. DRIVE STYLE FOR ROCK/CORAL CONCRETE 4.4 SYP 12 ON W WIDE OR LESS TIE -DOWN STRAP 2.6 OR (1) 4.6 P.T. SYP 12 SKIDS (SEE NOTES) ELSE(CAN BE SET ON GROUND). 1o' -D" 16'-1" T' 0" W-0" O 20 TIE -DOWN STRAP BOLTED TO 20'-l- TO 24'-0' 6'-0" TABLE 2C - 120C 30" AUGER ANCHOR SPACING GROUND ANCHOR WITH 1/2' GRADE TABLE 1A - 120C ANCHORING TO CONCRETE 5 BOLT MINIMUM WITH WASHERS MAXIMUM ANCHOR SPACING 5/8' • 30' EARTH ANCHOR: MAXIMUM ANCHOR SPACING AUGER SME FOR SOIL/CLAY. DRIVE STYLE FOR ROCK/CORAL TABLE 2A - 165D/170C TABLE 2B - 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING uP TO 16'- 10'-D" UP TO 16'-0" 1o' -D" 16'-1" T' 0" W-0" O 20 16'-1" TO 24'-0" e'-0" 20'-l- TO 24'-0' 6'-0" TABLE 2C - 120C 30" AUGER ANCHOR SPACING TABLE 1A - 120C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 6'-0" UP TO 24'-0" 10'-o" 20'-0" 7'-0" (1) 4.4 SYP #2 ON 8' WIDE OR LESS. ALL ELSE(CANtBE SET ON GROUND), AT8, IL SUPPORT PPD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT e' -D' MAK. 7'-6" 14'-0" 6-0- 12'-0" 9'-6" 10'-0- 10'-0" 10'-6" 8'-0" 12'-0" TABLE 1B - 140C ANCHORING TO CONCRETE MAXIMUM ANCHOR SHED WIDTH SPACING (1) 4.4 SYP /2 ON B' WIDE OR LESS. (2) 2.6 OR (1) 44 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 24'-0" 4'-0" 20'-0" 5-0" 16'-0" 5'-6" 14'-0" 6-0" 12'-0" 7'-6" 10'-0" 6-6" 8'-0^ 12'-0" -4' CONCRETE 6'-0" 12'-T TABLE 1C-165D/175C ANCHORING TO CONCRETE (1) 4.4 SYP 12 ON 8' WIDE OR LESS. (2)2.6 OR (1) 4.6 P.T. SYP e2 SKIDS ALL ELSE(. BE SET ON GROUND). Ix i r. SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" S-6- 20'-D" 14'-0" 5'-6" 12'-0" 70- 0-OPTIONAL OPTIONALSUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0' MAX. 6'-0" 12'-0"