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Home My WebLink AboutProduct ApprovalBusines .r' Professi nal Ken Lmon, Secretary August 22, 2016 Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 RE: Manufacturer Certification, ID MFT -114; Expiration Date: August 22, 2019 Dear Robert Moore FLA Manufactured guoinil Program 1940 North morvoe Street Suse 90A Tallahassee, Florida 32399.0772 Phone 550 4871824• Fax 850 414 8436 It is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory Built Schools, Storage Sheds, Manufactured Buildings for installation In Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and Indicated (on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are property posted on our website. All site -related Installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain In compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the SCIS (www.fiorldabullding.ora) for onflne renewal. If you have questions you may contact Robert Lorenzo at 850-717-18'5 or our FAX at 850-414-8436. Please visit our website at www.floridabuildina&M to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott, Govemor GENERAL N I . TH15 5TRU IBC BUILDI LOADING 0 2. ALL MATERI ABOVE CO TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. 4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOP CONSTRUCTION SHALL BE AS FOLLOWS: NSI AF'F'KUVAL LU15-U5-14 160 mph - Metal Lapsider Box Eave Shed Master Plan NC Lark Builders DESIGN PARAMETERS: (HIP -GABLE (WIND DESIGN PER A5CE 7-10, SEISMIC DE51GN PEP CTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 NGCODE AND THE FLOMDABUILD1 NGCODE. WIND 409 Dixon Street I.WIND VELOCITY: 160mph E5IGNED IN ACCORDANCE WITH THE A5CE - 7. 10. 2. WIND IMPORTANCE FACTOR: 1.0 SHALL DEA D ALL OTH RAPPLIICAIBLE LOCAL CODES AT THE Vida I ia, GA 30474 4. INT. PRE55UPE COEFFICIENT: O. 18 ± FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15% MOISTURE CONTENT) 2x6 5.Y.P.#2-(12-15% M015TUU CONTENT) 2x8 5.Y.P.#2-(I 2-15% MOISTURE CONTENT) 6, ALL OF THE FOLLOWING LUMBER SMALL BE PRESSURE TREATED: SKIDS, FLOOR JOISTS AND 3/4" T$G FLOOR SHEATHING 7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH , 10. ROOF SLOPE SMALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 1507.2 FOP SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOF5 SMALL MEET MANUFACTURER'S RECOMMENDATIONS. 1 1. ROOF RAFTERS SMALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD- 12. TUD.12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SMALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507-2.8 OF THE F.B.C. 2010 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN, 14. BUILDING IS CLASSIFIED A5 TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. IG. ALL FASTENERS INTO P.T. WOOD SMALL BE NOT DIPPED GALVANIZED FASTENERS. 17. MANUFACTURER INSTALLATION 5TANDAP05 SMALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20, OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I - I I SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, MARDI BOARD, STEEL SIDING AND "PLEKO` STUCCO ON 5/8' DENSE GLA55 GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 1 . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS 510E WITHOUT THE USE OF A KEY. GENERAL NOTE5 CONTINUED: 22. DOOR SHALL BE 2 114"x I I/ I G" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60" x 72' ALUMINUM DOOR, 32" AND 48' 5INGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET .APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8'-0" 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOP EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY BUILDING FOP A ONE OR TWO FAMILY DWELLING UNDER 4005,1.ft.) MUST HAVE ATLEA5T (1) 32"x80" (MIN.) DOOR, 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y," METAL STUD5 SPACED AT A MAXIMUM OF 24" O.C. These plans were designed in accordance With: Han ey Associates. Inc. - rc Engineering & Construction Planning P.O. Bos s,94 file MBe, S.C. 39682 • Ph -11"."64600 2014 FBC, 511 Edit ion 2011 NEC 2014 Florida Fire Prevent ion Code For Wind Speed 160 mph, Exposure C ROOF) A15C 341-051 5. ENCL05URE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # 1): +21.4/-43.8 P5F -ROOF LOAD (ZONE #2): +21,4/-G1.7 P5F -ROOF LOAD (ZONE #3): +21.4/-97.4 P5F -WALL LOAD (ZONE #4): +45.5/-49.8 P5F -WALL LOAD (ZONE #5): +46.3/-58.5 P5F -WALL LOAD (ZONE #44#5): +45.9/-54.2 P5F 7. FLOOR DESIGN LIVE LOAD: Sheet Index S1.0 Cover - General & Design Notes S1.1 Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details S1.4 Roof Framing & Schedule S1.5 Typical Frame Section Details S1.6' End Wall Frame Options GENERAL NOTE5 CONTINUED: 22. DOOR SHALL BE 2 114"x I I/ I G" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60" x 72' ALUMINUM DOOR, 32" AND 48' 5INGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET .APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8'-0" 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOP EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY BUILDING FOP A ONE OR TWO FAMILY DWELLING UNDER 4005,1.ft.) MUST HAVE ATLEA5T (1) 32"x80" (MIN.) DOOR, 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y," METAL STUD5 SPACED AT A MAXIMUM OF 24" O.C. These plans were designed in accordance With: Han ey Associates. Inc. - rc Engineering & Construction Planning P.O. Bos s,94 file MBe, S.C. 39682 • Ph -11"."64600 2014 FBC, 511 Edit ion 2011 NEC 2014 Florida Fire Prevent ion Code For Wind Speed 160 mph, Exposure C ROOF) A15C 341-051 5. ENCL05URE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # 1): +21.4/-43.8 P5F -ROOF LOAD (ZONE #2): +21,4/-G1.7 P5F -ROOF LOAD (ZONE #3): +21.4/-97.4 P5F -WALL LOAD (ZONE #4): +45.5/-49.8 P5F -WALL LOAD (ZONE #5): +46.3/-58.5 P5F -WALL LOAD (ZONE #44#5): +45.9/-54.2 P5F 7. FLOOR DESIGN LIVE LOAD: 125 P5F 8. FLOOR DESIGN DEAD LOAD: 12 P5F 9. ROOF DE51GN LIVE LOAD: 20 P5F 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT 1 1. WALL DE51GN LOAD: '8 P5F 1 2. COMBINATION LOADS: AS PEP A5CE 7-10 13. SEISMIC USE GROUP: B 14. BUILDING CATEGORY: 1 15. BUILDING OCCUPANCY: STORAGE -NON HABITABLE 16. CONSTRUCTION TYPE: V B 17. ALLOWABLE FLOORS: I 18. EXTERIOR WALL FIFE RATING: 0 19, DESIGN OVERHANG: 8 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLOE BUILDING CODE 2 1 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: 2014 FBC, 51" Edition 2011 NEC 2014 Florida Fire Prevent ion Code THESE BUILDINGS APE EXEMPT FROM THE THE FBC ENERGY CODE IN ACCORDANCE WITH 101 .5.2 51TE IN5TALLE0 ITEMS; I . THE COMPLLTE FOUNDATION SUPPORT AND Tiff -DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3, ELECTR!CL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4. ROOF DRAINAGE SHALLCOMPLY WITH F.B.C. 1 503 AND 8318.6 NOTE: THI5 LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOP A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JUR15DICTION APPROVAL. 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 pci 140MIldion J ToBui(dOn CODE REVIEW Professional Service industries 17,98 33rd Street Orlando, Florida 32839 Flan Re -r. William E. Neary, III ICc a 5185040 LA 5000406 FL SAA -79, SMF -51 Haney Associates, Inc. Certificate of Authorization No. 27124 �,, "Gy, R. $yq-xCEN ,, w OPS ��64� • ��.L � ' *: :*:. STATE F T F •'•FtOR10P•.• �� s' ''•s10NALtl Sheet Number:___ S1.0 I of 7 V6i AI'IJKUVAL LMb-Ub=L4 ELLtTRJCAL NOTES: I - WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, IT SMALL BE THE PE5PON515ILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY MIZE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(S) INSTALLED ALL WRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3, EACH CIRCUIT 15 TO HAVE CONTINUOUS 50LIO COPPER INSULATED , IN THE MAIN WIRE CONNECTED TO EQUIPMENT GROUND BAR WINDOW HEIGHT, LOCATION —32- MIN., 4(7 MAX, WIDTHGROUND AND QUANTITY MAY P VARY By G'-8* HEIGHT DOOR, DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN D15TRIBUTION PANEL 15 TO BE 5. MAX.24" AND ARE OPTIONAL.MAX LOCATION MAY VARY, GROUNDED TO MINIMUM I O' -O" COPPER CLAD EARTH DRIVEN POE) VATH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL, 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC[ INSULATED BUSHINGS. p=,F* Infortnation PRAT, G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL -vi METAL 5TUD5Y ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST SPACED AT 24 CODE REWEW EDITIONS. D.C. MAX. Somko hdstris 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE P.T. 314'T*G 1748 33rd Street D15CONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH 'OFF' FLOOR SHEATHING SEE VARIOUS END Orlando, Florda 32839 Wflfi— E. N",V. III WITH A MARKED POSITION THAT 15 PART Of THE MVAC EQUIPMENT 5HALL BE PERMITTED AS THE DISCONNECTING MEANS WALL FRAMING SEE VARIOUS END WALL Ipal cc # 518840 *U00406 SECTIONS FOR WALL FRAMING SECTIONS FOR LA ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY WALL AND DOOR FRAMING. AND WINDOW FRAMING. FL SM -79, SMP -61 A READILY ACCESSIBLE CIRCUIT BREAKER, 5. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING Uj Lu RATING Of THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH 5EC. 1 10-9 OF THE NEC BY A LOCAL > ELECTRICAL CONSULTANT, 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL D15CONINECT5, OVER CURRENT DEVICES, PANELS, J$R$ GROUNDING, El -C.) 15 DESIGNED BY OTHERS, SITE !N5TALLFD, SUBJECT TO LOCAL JU RJ50ICTION APPROVAL. 10, ALL WIRES TO SWITCHES AND OUTLETS TO BE # 12 AWG TrIhN AND OPTIONAL ELECTRIC TO Wv, , —'32' MIN., 600 MAX. WIDTH OALL MEET THE COLOR, CODE PEOUIREMENT5 SET FORTH IN THE NrrA EACH UNIT FIELD BY 0-8" HEIGHT DOOR, 70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. 11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WTHI EXISTING POWER ARTICLE 1210.6(A)(2) NEC -06. SOURCE TO UNIT Electrical Symbol Key 50'-O" MAXIMUM BUILDING LENGTH Haney Associates, Inc. Certificate of Authorization li GFCI Duplex Receptacle 120V 10 NOTE5t 0t5 No. 27124 ALL ELECTRICAL EQUIPMENT 5HOWK OPTIONALAND LOCATIONS MAY VARY. R.. Incandescent Light w/ (I) -60w Bulb Typical floor Plan....... \C N A !-J, Junction Box 5CAL E: 1/4" 1'.0' N $ Switch WP Weatherproof o. 0 STATE 0 $RSwitch wl Receptacle Outlet 120v 10 AC These plans were designed in accordance Wth:Single Wide Metal Master Plan Designed By: Project No. Sheet Number: Han Associates, Inc. 2014 FBC, 511 2011 NEC Edition O-R.H. 12EN224 Lark Builders Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: S1.1 M B.. M, SU Mite, S.C. 29692 - Plo—l"446-7600 For Wind Speed 160 mph, Exposure C Vidalia, GA 30474 C.L.A. 04/09/12 -2,07- J HZSl AI-'F'KUVAL LU15-Ub-L4 NOTE5: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • ALL 5KID5 ARE P,T.-4xG 5.Y.P. #2 OR (2)-P.T.-2xG S.Y.P. #2 -G. -01' WIDE UNITS MAY USE 2.4 S.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T.-S.Y.P. #2 P.T. 51 DE RAIL TO MATCH J015T SIZE, SEE FRAMING EMIR "sss`ssss SEE 5CHEDU1-E_f0R 1015T 51Z 111110 —101 J SEE SCHEDULE FOR JOIST SIZE SEE SCHEDULE FOR J015T 51ZE • i � •a•a� a•aa� � r� 777n � •aa•� � a•a•� •raa� rr� i SEE • •SIZE r l; � a� •� � rrrr• raa� •a•a. •a•a� rarer � •rr� •aa•� •aa•� rrr>o rrr� aaaa� aaaa� r II, � rra� � aaaa� •�a� r� rrr� •aaa� � � rra� rr� •a•a� ram rarer rarer aaa� � � i L�7 • - 50'-0' MAXIMUM BUILDING LENGTH • • r SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size&Spacing A'cB Width Joist Size&Spacing A B 6'-0 2x4's @ 16" O.C., Max. 15 42 6-0" 2x4's @ 16" O C Max. 12" 24" 8'-0" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16" O.C., Max. 16" 32" 10'-0' 2x6's @ 16" O C Max. 24" 1 72 10'-0 2x6's @ 16" O.C., Max. 20" 40" 11'-0-1 2x6's @ 16" O C , Max. 24"184" 11'-0 2x6's @ 16" O.C., Max. . 22" 44" 11 8" 2x6's @ 16 O.C., Max. 28 1 84 11 8 2x6 s @ 16 O C Max. 24" 46" 13 0' _ _._ 2x8 s @ 16 O C Max. .._. 36"84" - 13'-0" - _ 2x8's @ 16" O C ,Max. 2g^ 52^ 2x8's @ 16" O.C., Max. 40" : 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" NOTE5: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • ALL 5KID5 ARE P,T.-4xG 5.Y.P. #2 OR (2)-P.T.-2xG S.Y.P. #2 -G. -01' WIDE UNITS MAY USE 2.4 S.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T.-S.Y.P. #2 P.T. 51 DE RAIL TO MATCH J015T SIZE, SEE FRAMING EMIR "sss`ssss SEE 5CHEDU1-E_f0R 1015T 51Z 111110 —101 J SEE SCHEDULE FOR JOIST SIZE SEE SCHEDULE FOR J015T 51ZE • i � •a•a� a•aa� � r� 777n � •aa•� � a•a•� •raa� rr� i SEE • •SIZE r l; � a� •� � rrrr• raa� •a•a. •a•a� rarer � •rr� •aa•� •aa•� rrr>o rrr� aaaa� aaaa� r II, � rra� � aaaa� •�a� r� rrr� •aaa� � � rra� rr� •a•a� ram rarer rarer aaa� � � i L�7 • - 50'-0' MAXIMUM BUILDING LENGTH • • r Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Approval Stamps:- PSInfomulrion J+ ToBuildOn CODE REVIEW Professional Sawice Industries 1748 33rd Street offend., Florida 32839 Plan Reviewer. William E. Keary, III ICC • 5195040 LA IU00406 FL sM-79. SMP -51 Haney Associates, Inc. Certificate of Authorization No. 27124 \ttt�ilrlrrrr N * = o . STATE O tCS' •..COR 1 OP•'��j�?: . lrrNAL t,t. Sheet Number: S1.2 Typical 2 5kid Floor Framincl Plan Typical 3 5kid Floor framing Plan SCALE: 1/4"= 1'-0' SCALE: 1/4'= 1'-0" _.__._-----------------------,._. _.—.— These plans were designed in accordance with: _.._. _.... Single Wide Metal Master Pian Haney Associates, Inc. 2014 FBC, 51" Edition 20,1 NEC - Lark Builders Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street 1 eo.Ise: s4ast.Messc 2ee82-veea.:36454576eo For Wind Speed 160 mph, Exposure C Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Approval Stamps:- PSInfomulrion J+ ToBuildOn CODE REVIEW Professional Sawice Industries 1748 33rd Street offend., Florida 32839 Plan Reviewer. William E. Keary, III ICC • 5195040 LA IU00406 FL sM-79. SMP -51 Haney Associates, Inc. Certificate of Authorization No. 27124 \ttt�ilrlrrrr N * = o . STATE O tCS' •..COR 1 OP•'��j�?: . lrrNAL t,t. Sheet Number: S1.2 H61 AHIJKUVAL 2U1* -UD -24 Approval Stamps: ' - 20qa, METAL WALL STUDS SEE PLAN VIEW FOR SPACING SKIDS MAY BE P.T.-4x6 5.Y,P. SEE FRAMING SCHEDULE #2 OR (2)-P.T�-2xG 5.Y.P, #2 0 Mp . METAL 50LE PLATE. FOP, J015T 51ZE CONTINOU5 wi 511 rwx4l LAGS ATTACH EACH STUD TO SOLE AT 10 0,C,, Max. M PLATE WITH (2) 11110 5ELF T. 3f4' T*G FLOOR DRILLING GRABBER 5CnW5 SHEATHING (1) INTO EACH FLANGE. 5ENCO K28 (OR EQUAU-2 Z—NOTCH 5K05 JY2'X 1Y2- NAfL5 AT 12- O.C., POW5 FOR EACH FLOOR, J015T SHALL BE 1, 5' FROM EDGE, STAGGER POWS, G' FOR 5KJV5, 2x BLOCKING BETWEEN START PATTERN WITHIN G.- 5rID5. FASTEN TO END" Of EACH END OF SKID 2-4 BLOCKING BETWEEN–/ JOIST W/ (3)-0.120161 SKIDS. FASTEN Wf NAILS At 1-2' IJ,C-.-fAtH (2)-0.120"x3" NAILS AT SIDE, STAGGERED. 12'0.C_ STAGGERED, P AME- DETAIL MEND �O L L ING QUAIL Info"notim P L Z'BuddOn CODEREWEW Professional Service Industries 174833rd Street Orlando, Rodds 32839 SKIDS MAY BE F.T.-4xC S.Y.P.JCC #2 OR (2)-F�T.-2xG S.Y.P.#2 PL,� R—r Villas. E Nary, fit # 5185040 LA #M0406 FL SPA -79, S -W-51 I foo� 2* LAP SPLICE FASTENED R WI(Q-�V16"x4'LAGS P.T,-4xG 5.Y,P. (OUTER FACE), (3)-5116"x4' ATTACH JOIST TO 5?QD WITH 5/ I64" LAG SCREW OR (2) #2 SKIDS LAGS (INNER FACE), (!)) LAG SCREWS TOTAL. I Haney Associates, lnc. 5NP5ON H-3 (OF EQUAL) AT :.::. Certificate, of Authorization EACH END OF JOl5T, SEE —3"x6* 5FUCE PLATE ON 3 of tip No. 27124 FRAMING SCHEDULE FOR 51ZE. 4 SIDES OF JOINT, FASTEN (2)-P.T,-2xG EACH PLATE W1 (5)-5ENCO III,, 'I, NOTE: ATTACH END JOISTS TO SKID WITH (2')-5/1 Gx4' 5 Y�P. #2 5FUD5 K28 (OK tOUAL) NAILS EACH SIDE, R, ity, .......... 41, " LAG SCREWS(QR(4)-0. I3? x4' GUN NAILS] AND A 5IMfS5ON H-3 [OR EQUAL', AT EACH END OF J015T. .. ..+, QC 49 10 TYPICAL SOD TO JOt-A ;T QLIL�,6 /4 TYPICAi.'^ r,12 -,PIfQN� DETAIL :-0. STATE OF c I r-1 w4,*DQN o� �ONAL These plans we designed in accordance wth:2011 Single Wide Metal Master Plan 'Designed By: Project No. Sheet Number - Haney Associates Inc. 2014 FK 511 Edition NEC OXH. NM4 12E S1.3 Lark Builders Engineering & Construction Planning 2014 Florida Fire prevention Code 409 Dixon Street !Checked By: Date: P.o. 11-14k su mklSc. 2%82 - ft-m""46.76w For Wind Speed 160 mph, ExpmreC Vidalia, GA 30474 C.L.A. 04/09/12 44f i HZ:il AIJHNUVAL 2(J1t)-U!)-24 Approval Stamps_ ROOF FRAMING SCHEDULE 5CHCOULt AND ROOF FRAMING NOTE5: Wall Framing at 24" o -c-, Max. ROOF FRAMING 5HALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING. P0f DRAINAGE 5HALL COMPLY WITH F.B.C. 20 10 1503 AND K3 1 5-G Rafter and Brace Size and Spacing: •FA50TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TPUCTUPAL COMPONtNT5 AS 5ET FORTH UNDER FDC 2304.9,1 Width AND TABLE 2304.9.1 UNLE55 OTHERWISE 5PECIFIED. -RIDGE MAY PUN IN THE 5HORT DIRECTION "TURNAROUND" OR *VAULTED" STYLE WITH A MAXIMUM GABLE END Of 30-0" AND 51DE 61-0" ASIS SSMA S 3505I62-43 @ 24" O.C. Max. TH GABLE ENDS THAT VARY G' -D' To 13'-6' WITH A WALL -5 THAT VARY G' -(Y TO 13%6" OR THE LONG DIRECTION *5TANDAR0' VIA5 -1-1-1 1 =1------.---------- 8'-0" ASIS SSMA.S 3505162-43 @ 24 O.0 Max. - MAXIMUM 51DE WALL LENGTH Or 50-0'. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- 1 Gx I TE r5 PANHEAD SCREWS WITH #3 DRILL POINT 10'-0" ASIS SSMA S 3505162-43 @ 24- O.C. Max. AT G* O.C. ASIS SSMA S 3505I62-43 @ 24" O.0 Max. ASIS SSMA S 350S162-43 @ 24* O.C. Max. 113'4, ASIS SSMA S 3505I62-43 @ 24'0.C. Max. 13'-6' ASIS SSMA—S 35OS162-43 @ 24" O.C. Max. [AM -1 P81:1110 CODE REVIEW Professional Service b7dustries 1748 33rd Slrear 2 Standard Rdje Orland., Florida 32839 Pian Rem— Willi= E, Nwry. III q Y2* - 20qa. METAL RAFTfR,5 ICC451611,1140 Q AND BRACING,5FACED AT 24" O.C., MAX. LINE UP LA #1100,146 FL SIA -79, SUP-bi 0Z RAFTER5 TO LAND ON WALL > 5TUD5 FOR LOAD TPAN5'E? Haney Associates, Inc. Certificate of Authorization No. 27124 Ilk R. 50-0" MAXIMUM BUILDING LENGTH - 30'-O' MAX. FOR VAULTED ROOF 0, 58 Plarl STATE 0 Typical Roof Framing 5CALE: 114'= l'-(Yf4.ORIO These plans were designed in ac=danoewith: S Ingle Wide Metal Master Plan D..igd By: Project No, Sheet Numbm Haney Associates, Inc. 2014 FBG 511 Edition 2011 NEC O.R.H. 12EN224 SIA Lark Builders Engineering Ar Construction Planning 12014 Florida Fire Frevention Code 409 Dixon Street Checked By: Date: Pb—:864-446-7660 P.O. B.. 54t. Sts MH,,&C. 2946( - For Wind Speed 160 mph, Exposure CC.LA. Vidalia, GA 30474 04/09/12 5 of 7 4, Yt5i AfJ?JKUVAL;Mb-Ub-14 Approval Stamps: ATTACH ROOF FRAMING TO - TOP PLATE OF WALL FRAMING WITH 5UILDFX i at Gx I TEK5 PANHEAD 5CREW5 WITH #3 DRILL POINT AT G` O.G. 5EE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING 2 1/2'x t/2' CORRUGATED ROOF PANELS FASTENED -V'2'- 20,3a. METAL COLLAR Tit. 4'-0" iii' -20 a METAL 5TUD5 g WITH 114'- 14 x 314' HWH LONG, ATTACH WJ (27 # i 0 SELF DRILLING GRABBER SCREWS EACH SIDE SPACED AT 24" O.C, MAX. TRAM I AT G' O.C. ' SEE ROOF FRAMING 32z'-20ga. METAL STUDSI V" HA G _ =! N AI„ { 5CHEDULE FOR RAFTERS 5PACED AT 24' O.C. MAX. i . a a•�', .Z�' O O meq^ 3v2'-20ga- METAL BRACE AT 0CV, z Q 5EE ROOF FRAMING 3'-O' ABOVE FINISHED FLOOR, YATTACH SCHEDULE FOR FASTENING TO EACH STUD W/ 127 REQUIREMENTS # I 0 SELF DRILLING GRABBER iE SCREWS, ( i) INTO EACH FLANGE /rtftrnsuditxt P p i 5EE 51.2 FOR SKID 1-2 1/2'x 112' CORRUGATED ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING r..'B..ud don j AND FLOOR FRAMING PANELS (FASTENED W/ #8 x WITH BUILDEX 1O -I GxI TEKS CODE REVIEW Ij¢' WOOD SCREW AT G' PANHEAD 5CREW5 WITH #3 Protessionat Servic a tndusMes iPdB 33rd 5[rear ' O.C. {OR EQUAL) '-`-...,.. ._.. DRILL POINT AT G` O.G. Orlando, Florida 32838 _ Nar, F— W191—E Naarv, fit _.. ��VAJES, 6'-0 to t 3`-8" "- ICC MSf85046 u #W0406 ---,7� PL $Mi.r9, SW -54 Typical frame 5eCtioC5EE ROOF FRAMING Huicy Associates, Inc. SCALE: 1(4"=1'-0' SCHEDULE FOR RAFTER AND CWificatt of Authorization BRACING 5iZE5 AND SPACING No. 27124 ♦,Y, R. rrr�i 3*'-2flga. METAL STUDS 5PACED AT 24' O.C. MA),,,C''•. ti roti ,.. No 558 -�'" N DffAIL �0y", STATE OF ?OVERHANG nIO_ '., /ONAL riiluttit` These plans were designed in accordance with: Single Wide Metal Master Plan DmignwBy: I> .t No $hCCi NtlttibCr t - Haney Associates, Inc. Zo;; �c' 511 Edition O.R.H. 12EN224 Lark Builders Engineering & Construction Planning 2014 Florida Fire Reverttion Code 4Q9 Dixon $ir$$1 Checkaf B y: Hate: r �� r ra.8o:f4s.asstt&,s.c.avcn-raor<:as4s4crab8 For Wind Speed 180 mph, Ex osure C 1 _.- p P p Vidalia, GA 30474 ' c.L.A Od£49112 ` HZJl AHF'KUVAL 1U1i)-Ub-24 _. Approval Stamps: — - — - --- -- — 2-1 /2" x 112" CORRUGATED ROOF PANEL5 FA5TENED WITH 1/4"- 14 x 3/4" HWH TRAXY1I AT G" 0. C. I 3!2" - 20ga. METAL BRACING, AC ATTACHEH END TO STUDS W! ' METAL BRACE AT 3'-0 I (2) 11110 5ELF DRILLING GRABBER 3X2' METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, 5CREW5, (1) INTO EACH FLANGE �' ' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD ! ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING [NOTE THAT TH15 BRACING 15 W/ (2) #10 5ELF DRILLING GRABBER SCREWS, (I) REQUIRED ON 51DE WALL5 A5 WELL GRABBER SCREWS, ( U INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] I' 1 INTO EACH FLANGE 0 SEE 51.2 FOR SKID AND FLOOR VARIES, 60-0" to 13'-8" FRAMING VARIE5, G -O" to 13'-5" End Wall Framinq Option End Wall Framinq OptlOn 5CALE: 1/4"= P -O" WALL OPENING FOR 51DE WALLS ARE SCALE: 1/4'= I'-0' TO BE FRAMED 51MILAR TO TH05E 5HOWN HERE FOR ENDWALL5 � ��e lrlfnnrr[diwt {MMUTt'i'14 On - 2-1/2'x 1/2" CORRUGATED ROOF / PANELS FASTENED WITH G. 14 x -. - `�""""""'•' �"" CODE REVIEW 3/4'HW;i TRAXXlI AT G. O- --- � --- Professional Service indust ies _ 1748 33rd Srreer Orlando, Florida 32839 I Flan Reviewer William E. Newry, 111 I ICC 8 5185040 4'-0" 01 Fi SU004 swawsl &-O" Max. 3t'Z' - 20ga. METAL BRACING, Max. I j ,2 METAL BRACE AT 3'-0-(2) 1 m ATTACH EACH END TO 5TUD5 W1 # 10 SELF DRILLING GRABBER 3z' METAL BRACE AT 3'-0` - - -- •' ABOVE FIN15HED FLOOR, SCREWS, (1) INTO EAGH FLANG` :2 !ATTACH ABOVE FINISHED FLOOR, "f0 Haney Associates, Inc. Certificate of Authorization ATTACH TO EACH STUD O a - EACH STUD NG �N/GRABBER [NOTE THAT T;ti15 BRACING IS -' W/ (2) # 10 SEIi DRILUN6 ;_ _ No. 27124 5CREW5, REQUIRED ON 51DE WALLS A5 WELL '.� ! GRABBER SCREWS, (1) I (BOTH SIDES OF EACH CORNER)] INTO EACH FANGS INTO EACH FLANGE R. I NOTE THAT TH15 BRACING --- Q- •' IC N'•• �15 REQUIRED ON 51DE ` O ' 11 ••. 5EE 51.2 FOR 5KID AND FLOOR WALL5 A5 WELL (BOTH 511 OF EACH CORNER) No. 58 w. VARIE5, G' -O" to 13'-8" FRAMING VARIES, G'-0" to 13'-8" _ -'O End Wall Framinq Option End Wall Framing Option ; 0;, ST�OF.-" 5CALE: 1/4"= 1'-0" 5CALE: 1/4'= P-0" COR10?'.'O\�` /ONAI. �'�/lnnttl These plans were designed in accordance with: � Single Wide IU@tai Master Plan , Designed By: Project No. , Sheet Number: 2014 FBC, 51^ Edition Lark Builders _ Haney Associates, Inc. 2011 NEC O.R.H. 12EN224 �` Engineering 44c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S1.6 V 1 ■ V e.o.e.xtre,suswa,SC. :fsn-r5.e�eao�+saeo5 For Wind Speed 160 mph, Exposure C Vidalia, GA 30474 Checked By: Date: C.LA• 04/09/12 - 7 of 7 4 Ilt-DOWN NOTES: iANCHOR SPACING IS DESIGNED AS PER ASCE-7. i ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TI£ -DOWN STRAPS TO BE 17j" x 0.035' GALVANIZED STEEL, FEDERAL -8. GRADE -1. TIEWN STTRAPS�AN0 CON NG HONS ARDWAREt'TO�HAVE 4.72255 LLB. MINIMUM ULTIMATE CAPACITY {3,750 tB. x 7.5 4. ALL EARTH ANCHORS SHALL HAVE A INIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16' FROM END (4 MINIMUM PER em':N•iG), AND SPACED AS PER TABLE ZA,B.0 DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.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), B. MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF (TYP.) 4. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. TIE -DOWN STRAP (SEE NOTES) {t) 4x4 STP /2 CNN 8' 'AIDE OR LESS. TYPE t (2) 2x8 OR (7) 4x6 P.T. SYR i2 SKIDS TYPE ALL ELSE(CAN BE SET ON GROUND). TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH i/2• GRADE 5 FOR ROCK/CORAL BOLT MINIMUM WITH WASHERS CODE 1/2•x3' (400 LB.) CONCRETE 16'-1" TO 24'-0 8'-0" WEDGE ANCHOR WITH V -CHANNEL g'-0" (TWE 3) •, .. WITH fXPANSiON BDLT 4' CONCRETE TIE -DOWN STRAP BOLTED THRU TIE -DOWN STRAP BBOLTED THRU FLOORBOLTOMT trTM WITH GRADWASHER5 FLOOR JOIST SOLT MINIMKUY WiTM• WWAS�HERS TIE -DOWN STRAP BOLTED TO TWE f/2=3' (4 DO teJ CONCRETE 3 ANCHOR WITH 1/2' GRADE 5 WEDGE ANCHOR WITH WASHER BOLT MINIMUM WITH WASHERS 1/2'x3' (400 LB.) CONCRETE WEDGE ANCHOR WRH U -CHANNEL (TWE 3) 4" CONCRETE 1/2'xr (400 LB.) CONCRETE —2=" SOLE PLATE (NATURALLY WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.) 4" TIE - STRAP (SM (SEE NOTES) i/2"x3' (400 LB.) 4' CONCRETE CONCRETE WE ANCHOR WITH 2' WASHER 1/2"x5 (400 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY WEDGE ANCHOR WITH 2• WASHER" DURABLE WOOD OR P.T.) OP �4 OPTIONAL RONFORCED (1 , CONCRETE FOUNDATION TIE -DOWN STRAP GROUND ANCHOR (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 24 OR (1) 416 P.T. SW /2 SKIDS AL ELSE(CAN BE SET ON GROUND). 4" CONCRETE TIE -DOWN STRAP SECURED WITH (8) 10D=1.5" NALS 5/8' x 3O' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL nE-DOWN STRAP BOLTED THRU BOOR JOIST WITH 1;'>' GRADE 5 (1) 4x4 OR 1) 15 IP WIDE OR LESS. BOLT MINIMUM W.' 1!.AWER5 (2) 38 OR (i) 4x6 P.T. SYP /2 )1 Nl ELSE(CAN 8E SET ON GROUND). 5/8" x 40• FOURTH ANCHOR ] WITH EYE HOLE: AUGER STYLE FOR SOR./CLAY, DRIVEE STYLE FOR • Nfl ROCK/CORALJRA. 4` CONCRETE 4x4 SW /2 ON 8' WOE OR LESS. 2x6 OR (i) 4x6 P.T. S /2 SKIDS ELSE(CAN BE SET ON GROUND). 5/8" = 30' EARTH ANCHOR: ] AUGER STYLE FOR SOL/C1AY, ORTW STYLE FOR ROCK/CORAL 4" CONCRETE TIE -DOWN DETAILS TE -DOWN STRAP (SEE NOTES) TIE-DDWm 51RAP BOLTED TO 7UN0 ANCNQR WITH 1/2' GRADE 5 BOLT M04W W WITH WASHERS 5/6'x30' EARnI ANC110R: DR�M1'EE STYLE FOR ROCK GRAL TABLE 2A - 165D/17(}C 30" AUGER ANCHOR SPACING TABLE 28 - 1 400 30" AUGER ANCHOR SPACING TYPE t ANCHOR SPACING TYPE 30' DRIVE ANCHOR 2 lJ 30• AUGER ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY CODE WEMDWMAxIMUM 8-0" 16'-1" TO 24'-0 8'-0" TYPE 3 g'-0" CCNCREtE ANCHOR B11D1 CDNS, ra=t WITH fXPANSiON BDLT TYPICAL ANCHOR TYPES TIE -DOWN STRAP SECURED WITH (8) 10D=1.5" NALS 5/8' x 3O' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL nE-DOWN STRAP BOLTED THRU BOOR JOIST WITH 1;'>' GRADE 5 (1) 4x4 OR 1) 15 IP WIDE OR LESS. BOLT MINIMUM W.' 1!.AWER5 (2) 38 OR (i) 4x6 P.T. SYP /2 )1 Nl ELSE(CAN 8E SET ON GROUND). 5/8" x 40• FOURTH ANCHOR ] WITH EYE HOLE: AUGER STYLE FOR SOR./CLAY, DRIVEE STYLE FOR • Nfl ROCK/CORALJRA. 4` CONCRETE 4x4 SW /2 ON 8' WOE OR LESS. 2x6 OR (i) 4x6 P.T. S /2 SKIDS ELSE(CAN BE SET ON GROUND). 5/8" = 30' EARTH ANCHOR: ] AUGER STYLE FOR SOL/C1AY, ORTW STYLE FOR ROCK/CORAL 4" CONCRETE TIE -DOWN DETAILS TE -DOWN STRAP (SEE NOTES) TIE-DDWm 51RAP BOLTED TO 7UN0 ANCNQR WITH 1/2' GRADE 5 BOLT M04W W WITH WASHERS 5/6'x30' EARnI ANC110R: DR�M1'EE STYLE FOR ROCK GRAL TABLE 2A - 165D/17(}C 30" AUGER ANCHOR SPACING TABLE 28 - 1 400 30" AUGER ANCHOR SPACING MAXIMUM ANCHOR SPACING ANCHOR SPACING 11 SHED WIDTH MAXIMUM ANCHOR SPACING 20'-0" 70'-0" UP TO 16'-O" 10'-0" 5'-0" CODE WEMDWMAxIMUM 8-0" 16'-1" TO 24'-0 8'-0" MANu g'-0" FTABLE 1 A - 120C AMrunDltlr_ m rnx! B11D1 CDNS, ra=t TAP] P" ')P__ i 7nr SHED WIDTH I M INIUM AMC SPACING UP TO 24'-O" 1o' -o" (1) 4x4 SYP /2 ON 8' WIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. SYP /2 SKIDS At1 ELSE(CAN BE SET AN GROUND). OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0' W. (1) 04 SYR/2 ON 8' WIDE OR LE (2) 2x6 OR (1) 06 P.T. SYR /2 9 All ELSE(CAN BE SET ON GROUND) 4" CONCRETE (1) 40 SYP/2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND), OPTIONAL SUPPppT PAD (p,T. WOOp AT e'-0' . CONCRETE BLOCK OIL PAD) SPACED MAX, TABLE 1C -165D 175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 20'-0" 4'-0" 5'-0" 14'-0" 5'-8" 12'-0" 7'-0" 10'-0" 8'-O" 8'-0" 10'-O" FIRE _ la'i`r( UTA NUMBER OF STORIES SPEED IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD 'LOOR LIVE LOAD 'R' RATING OF WALU AODULES PER BUILD NRIWANE PROTECTII BURRICWE SHELTER fOUARE FOOTAGE LAT« analis. ac NONE —i NONE SfOPADE '. v.-i26/1Aalib6ttTrrrpN cro DATrxEa TORS!' paPSE OR Jab POINT Lao IOPW i SOPSI' Ltr. I ND NO Tt9 $QR. OR LESS 5 DATE BY krAF. Al \,,,\CENSE �iy •"i a. O % 1J ° STATE OF 6'-O" (=j .» %Ox ., FL O I D P R ...........'' 'ON Matthew T. Baldwin P.E. Flarida Licenbe /64608 _ F => Stu AP -1 OF 1