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HomeMy WebLinkAboutEngineering .8;,v h2fonnatron Haney Associates, Inc. {� 9 .Tol3uild On Engineering&Consrruerion Planning Engineering•consulting•Testing 0 q� F.L.Certificate of Authorization No.27124 June 25,2015 OCT 1 1rz -09f 1. P.O.BOX 343 o SIX MILE,SC 29682 0(864)-646-7600(0)o Mobile:(364)-634-1300 Mr.Jim Richmond PE{�NUT•Tim EMAIL:haneyassociates@bellsoutll.net Florida Department of Business and Professional Regulation Manufactured Building Program St. Lucie Co Ui ,y, FL 1940 North Monroe Street Orrick R.Haney,P.E. SPresident Suite 90A Tallahassee,Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Date: June 10,2015 Manufacturer: Lark Builders Plan Number: MLBE-14 Florida Manufactured BuildinE Program 2014 Code Update Dear Mr.Richmond, Attention: Pursuant to the requirements of the Florida Department of Business and Professional William G Neary,III Regulations,the above referenced documents have been reviewed for compliance with: Professional Services Industries,Inc.(PSI) 2014 FBC,5th Edition 1748 33rd Street 2011 NEC Orlando,FL 3=839 2014 Florida Fire Prevention Code Project: LAIN:BUILDERS b1ASTER DESIGNS These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC) .'C" Client Name: Lark Builders Inc. 409 Dixon Street-Vidalia,GA 30474 A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. ASSC�iI L'il t: The plans on file with the state previously approved by the Florida Manufactured Building modular building manufacturer that is currently approved by the Department of Businesss All mandatory comments have been satisfied and plans are approved for construction by Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014 It, and Professional Regulations. 5 Edition. If you have any questions or require my assistance in any way, please do not hesitate to Lark Builders,Inc.have the following designs on file: Contact me. 140 mph—Standard and Vaulted Wood Shed Master 160 mph Exp.D—Lapsider Box Eave Wood Shed Master Respectfully s bmitted, 0 160 mph Exp. D—Vaulted Ceiling Wood Shed Master ��!/ 0 160 mph—Double Wide Wood Shed Master 1� m 160 mph—Metal Double Wide Shed Master ( r �r 160 mph—Metal Lapsider Box Eave Shed Master William E.Neary,Pl 165D/175C—Metal Lapsider Box Eave Shed Master Department Manager Modular Facilities Division r Copy to:Ms.Berri Howard,Lark Builders berritt larkbuilders.com haneyassociatesr bellsouth.nel Professional Service Industries.Inc.•1746 331d Street•Orlando.FL 32839•Phone 407/304-5560•Fax 4071304-5561 I'EN224 Page I or? FL Engineering Business 3684 PSI APPROVAL 2015-06-25 ® D ® Ea si er Box Save oo Shad Master Play r�alStamps l � 160 rnph Exp GENERAL NOTE5: � �-� �������� DESIGN PARAMETERS: (HIP-GABLE ROOF) [WIND DE51GN PER A5CE 7-10.SEISMIC DE51GN PER A15C 341-051 1. THI5 5TKUCTUP.E WAS DESIGNED IN ACCORDANCE WITH THE 2012 IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street 1. WIND VELOCITY: I GOmph l LOAD!NG DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0 2. ALL MJITERIAL5 AND LABOR SHALL BE IN ACCORDANCE WITH THE 3. WIND EXP05URE: D ABOVE CODE AND ALL OTHER.APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 A. INT.'PPE55URE COEFFICIENT: 0.18± TIME OF MANUFACTURE. 5. ENCL05UPE CLA551`ICATION:ENCLOSED I 3. V✓P,ITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: DIMENSION. Blleet Index -ROOF LOAD(ZONE N 1): +25.80/-52.68 PSF 4. OUTSIDE OVERALL DIMENSIONS CAN VARY 13ETWEEN LIMITS SHOWN -ROOF LOAD(ZONE 02): +25.80/-74.19 P5F BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.0 Cover-General&Design Notes -ROOF LOAD(ZONE h3): +25.501-117.15 P5F -WALL LOAD(ZONE,H4: +5G.00/-61.30 P5F ��oo'��rr /rfonnuOn 5. LUMBER USED FOR CONSTRUCTION SHALL 8E AS FOLLOWS: - - ) d@49�'O.To Qnilrl0n 51.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +57.00/-72:00 P5F FLOOR JOISTS- 2x4 S.Y.P:rc2-(I 2-15°'e MOISTURE CONTENT) -WALL LOAD(ZONE tl4EA5): +56.50!-GG.70 P5F 2xG5.Y.P.#2-(12-I5%M015TUPE CONTENT) 51.2 Skids Framing Plan CODE REVIEW 2x85.Y.F.m2-(12-15%MOISTURE CONTENT) S1.3 Skid and Floor FramingDetails 7. FLOOR DESIGN LIVE LOAD: 125 P5F Professional Service Industries 1748 33rd Street WALL STUDS- 2x4 5.Y.P.#I-(12-15%MOISTURE CONTENT) S1.4 Openings SChedUle&.Framing - 8. FLOOR DESIGN DEAD LOAD: 12 PSF Orlando,Florida 32839 ROOF RAFTERS- 2x4 5.Y.P.#'1-(12-15%' MOISTURE CONTENT) 9. ROOF DE51GN LIVE LOAD: 20 P5F Plan Revlevrer.William E.Newry,III 2x6 5.Y.P.#1-(12-15%MOISTURE CONTENT) S1.51 Roof Framing&Schedule 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT Icci:stasoao COLLAR TIES- 2x4 S.Y.P.#I-(I2-IS%MOISTURE CONTENT) '- asuo79, S1.6 Typical Frame Section Details I I. WALL DESIGN LOAD: 8 PSF FL SMI-79,SMP-51 WINDOW SILLS- 2x4 5.Y.P.#1-(1.2-15%M015TURE CONTENT) Y 12. COMBINATION LOADS: AS PER A5CE 7-10 G. ALL OF THE FOLLOWING LUMBER SHALL BE PP,E55URE TREATED: S1.71 End Wall Frame Options 13. SEISMIC USE GROUP: B 5rJD5,FLOOR JOISTS AND 3/4"TEG FLOOR SHEATHING 14. BUILDING CATEGORY: I 7. TKU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F. GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND I G. CONSTRUCTION TYPE: V B I SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL.FIRE RATING: 0 YIELD STRENGTH. CORRUGATED ALUMINUM,MASA ALUMINUM,4'LAP 19. DESIGN OVERHANG: 8 INCH 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/8"P.T.T I-I I SIDING,VINYL SIDING WITH 20,DESIGN MEETS INTERNATIC14AL BUILDING CODE 2012 E FLORIDA 1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,HARDI BOARD,STEEL 51DING AND BUILDING CODE ROOFS SHALL MEET MANUFACTUREK5 RECOMMENDATIONS. "PLEKO"STUCCO ON 5/8'DENSE GLA55 GOLD. 21.THE CONTRACTOWMANUFACTURER MUST COMPLY WITH THE 21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE I 1. ROOF REPS SHALL HAVE THE SAME SPACING AS THE WALL FOLLOWING CODES: STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS SIDE WITHOUT THE USE OF A KEY. 2014 FBC,51h Edition 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22,DOOR SHALL BE 2 114"x 1 1/1 G'ALUMINUM EXTRUDED 2011 NEC ' UNDERIP.YtvIENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM 1 507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code Haney Associates,Inc. 13. WHEN ROOFING PANELS APE PLACED VERTICALLY 3"x I-,'x I G-G. 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, Cenificate of Aulhod7ation HAT CHANNEL PURLINS ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,GO'x 72'ALUMINUM DOOR,32' AND THESE BUILDINGS ARE EXEMPT FROM THE THE FBC EIJERGY No.27124 O.C. 48"51NGLE DOORS,AND PRE HUNG STEEL DOORS,TYPE, CODE IN ACCORDANCE WITH 101.5.2- 1 4. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE SIZE,QUANTITY,AND LOCATION MAY VARY. L LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN. 24.PREMANUFAc uRED DOOR5 THAT MEET APPLICABLE SITE INSTALLED ITEMS: �` tC l R•t/y rrr 15. BUILDING IS CLASSIFIED AS TYPE°5" (STORAGE) CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE I, THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. Q'�G•�CENg• 16. ALUMINUM,WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE 8'-O",STUD AND RAFTER 2• PAMP5,STAIRS AND GENERAL ACCESS TO THE BUILDING. Q v ,�� VARY. SPACING SHALL BE I G'O.C„Max.FOR ANY WALL HEIGHT 3, ELECTRICAL SERVICE Hoowf,(INCLUDING FEEDERS)TO THE O: No.64 58 ' 17. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED ABOVE 7'-0',WALL5 UNDER 7-0"IN HEIGHT MAY HAVE BUILDING. - FASTENERS. FRAMING SPACED AT 24'O.C.,Max. 4. ROOF DRAINAGE SHALL COMPLY IMTH F.B.C. 1 503 AND =-p' 18. MANUFACTURER INSTALLATION STANDARDS SHALL B2G.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTE[) FOLLOWED IN R318.G _ STATE F EATER PRODUCT FOR EQUIVALENT OR GR . NOTE:THI5 U5T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT T'• FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOP A COMPLETE :C(` '•F40WOP:•�1;9�� 19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER i s •• INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL S/ONAI- " HAZARDOUS MATERIAL. 4000 l.ft.)MU5T HAVE ATLEA5T(.1)32"x80'(MIN.)DOOR,. JURISDICTION APPROVAL. I r l l I These plans were designed in accordance with: LaEDSIEIer BOX Eave Master Plan Designed By:' 12ENtNo. I SheeCNumber: C gg77IT 2014 FBC,51h Edition O.R.H. 60-D S 4- I �>= '�• 2LH`[�lt�����S®�}l`cjl.�.��3 Inc. 2011 NEC Lark Builders 160-D SWW Engineering 8c Construction Planning 2014 Florida Fire Prevention Code I i °0 ?.0.11oc 398,Six Mile,S.C.39L8i•Phanc:964-41f]La0 409 Dixon Street Checked By: Date: .;.;a' For Wind Speed 160 mph,Exposure D I .Vidalia,GA 30474 C.L.A. 02/27/13 1 of 8 PSI APPROVAL 2015-06-25 ELECTRICAL NOTES: Approval Stamps: I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING,R 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. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN'THE MAIN WINDOW HEIGHT,LOCATIO14 32"MIN.,GO"MAX.WIDTH D15TRIBUTION PANEL. AND QUANTITY MAY VARY 24" ^\` BY G-8"HEIGHT DOOR, 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. f G'MAX. I,MAX.I, \ LOCATION MAY VARY. GROUNDED TO MINIMUM 10--0-COPPER'CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL 1 „ , 5. ALL CONDUIT TERMINATION'S OF I”OR LARGER AM TO HAVE PLASTIC ----- INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4 5.Y.P.#2 WALL ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST STUDS W/5.Y.P. EDITIONS. #2-2x4 50LE PLATE 7. HVACEQUIPMENT SHALL BE PROVIDED WITH READILY ACCF5518LE a7 P.T.3/4"T4G = q�paa�'�c hfommtion DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH i FLOOP.SHEATHING I i 6 �a Tol3aildOn WITH A MARKED"OFF"POSITION THAT 15 FART OF THE HVAC ° I SEE VARIOUS END _ p I ��++• +9•�w EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS O II WALL FRAMING SEE VARIOUS END WALL i CODE REVIEW SECTIONS FOR WALL '� FRAMING DOOsEcR F JS FOR ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY i0 / Z Praressionat Service Indusides •\ WALL AND DOOR FRAMING. A READILY ACCESSIBLE CIRCUIT BREAKER. N AND WINDOW FRAMING. I O I 174833rd SVeet 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING �. i I Orlando,Florida 72639 RATING Of THE MAIN BREAKER MUST BE DESIGNED AND VERIF7E O Plan Revi or.William E N-ry,III IED'AS ¢ _ i ]cc a 5165040 BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL / ' LA au00406 f , • ELECTRICAL CONSULTANT. - � � \ , FL SMI-T9,SPAP51 0. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, .'L� La -----. \ GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED, ------------ SUBJECT TOLOCAL JURISDICTIONAPPROVAL. I G it 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE#1 2 AWG THHN AND OPTIONAL ELECTRIC TO- WP 32"MIN.,GO"MAX.WIDTH 4 WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD �� BY 6'-8°HEIGHT DOOR, 4'-O°or G'-0" 70,NATIONAL ELECTRICAL CODE. EACH FROM LOCATION MAY VARY. 1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER Optional.Porch ARTICLE 1210.&(A)(2)NEC-08. SOURCE TO UNIT 50-0"MAXIMUM BUILDING LENGTH Electrical Symbol Key Haney Associates,Ind. NOTES: Certificate of Authorization GFCI Duplex Receptacle 120V 10 ALL ELECTR)CAL.EQUIPMENT SHOWN IS OPTIONAL AND LOCATION5 MAY VARY. No.27124 - "BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0"SHALL HAVE WALL O Incandescent Light w/(1)-60w Bulb FRAMINGSPACED.AT I G"O.C.,MAX. ,,,�GK.'la ry rrr q OJ Junction Box :-.'OCENg'•.'i��,. Typical Floor Flan p_• z/F?i $ Switch- SCALE: 1/,4'=V-O' 58 ;• .. WP Weatherproof �.p'.; STATE'0�, ; $R (Switch w/Receptacle Outlet 120v 10 S,[oaiQ•��.� ��NA L;1010 �-These plans were designed in accordance with: -i Prd'ectNo. SfieetNutnber: Lapsider Box Eave Master flan DegignedBy;• i 2014 FBC,5th Edition 12EN224- ir, I anpy-Associates Ince O.R.H.9 2011 NEC Lark Builders 160-D SWW Engineering Sc Construction Planning 2014 Florida Fire Prevention Code 409 Dixon StreetIs I a 1. �_",y�• P.O.13 x348,Si.11/6,S.C.39662-Ph—:86i5ii1680 For Wind Speed 160 mph,Exposure D Checked By: Date: Vidalia,GA 30474 C.L.A. Oz/27/13 2 of 8 PSI APPROVAL 2015-06-25 Approval Stamps: SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOPJ015T51ZE r 125 psf Live Load (2 Skid) 125 psf Live Load (.3 Skid) y Width Joist Size&Spacing I A I B Width Joist Size&Spacing A B 6'-0" 2x4's @ 16"O.C:,Max. 15" 42" 6'-0" r 2x4's.@ 16"O.C.,Max. 12" 24" 8'-0" 2x6's @ 16"O.C.,Max. 18" 60" 8'-0" I 2x6's @ 16"O.C.,Max. 16" 32" 10'-0"j 2x6's @ 16"O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR J015T SIZE 11'-0" 2x6's @ 16"O.C.,Max. {24" 84" 11'-0" 2x6's @ 16"O.C.,Max. 22" 44" X X 11'-8" 2x6's @ 16"O.C.,Max. 128" 84" 11'-8"1 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. 26" 52" A" "B" 13'-8" 2x8's @ 16"O.C.,Max. 40" 84" 13'-8"1 2x8's @ 16"O.C.,Max. 28" 54" 4 NOTES: •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTHlnfonnnliat UNDER FEC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. w9Q T°B�ildOn •ALL 5KI05 ARE P.T.4xG 5.Y.P.#2 OR(2)-P.T:2xG 5.Y.P.#2 CODE REVIEW •G'-O"WIDE UNITS MAY USE 2.4 5.'.T.#3 JOISTS Professional Service Industries •ALL JOISTS ARE TO BE P.T.-5.Y.P.#2 1748 33rd street P.T.SIDE RAIL TO MATCH P.T.51DE RAIL TO MATCH Orlando,Florida 32839 JOIST SIZE,SEE FRAMING JOIST SIZE,SEE FRAMING Plan Reviewer.William E.Neary,IIIICC 95185040 SCHEDULE FOP.SIZES. 5CHEDULE FOR SIZES. LA 0000406 FL SMI-t9,SMPs1 Q S m SEE SCHEDULE FOR J015T SIZE SEE SCHEDULE.FOR JOI5T SIZE _ 142 Haaey Associates,Inc. Cer4ifidate of Authorization No.27124 zc R�utt . j<rr. \�K yq P.T.-4xG 5.Y.P:#2 or 344. P.T.-4x6 5.Y.P.#2 or QeC••�,\CEN F•��:: ' 344 4'-0"or G'-o" 4'-0"or G'-O" O+ ��L7/3 •. I. (2)-P.T.-2xG 5.Y.P.N2 SKIDS Optional Porch I• (2)-P.T.2x6 S.Y.P.R2 SKIDS Opdonal`Porch No. 558 50'-O"MAXIMUM BUILDING LENGTH 50-0"MAXIMUM BUILDING LENGTH ="D � A Typical 2 Skid Floor Framin Plan T lcal 3 Skid Floor Framm Plan YP 9 _YI' q SCALE: 114'=1'-0' SCALE: I/4"=1'-O" rr 9l t t l l t t t t` These plans were designed in accordance with: L.apsider Sox EaVe Master Plan \Desi nedB : Pfoleallo. Sheet:Number: r 2014 FBC,511 Edition M y 12EN224- a T _ Hney7 Associates,-Ln—c- 2011 NEC ( Lark Builders .160-D SWW _ Engineering&Construction Planning 409 Dixon Street ° 2 S � g 2014 Florida Fire Prevention Code I o P.O.0oa48,Sia Ml1g S.C.39681-Phane:864-M&7600 Checked By: Date: For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 02/27/13 3 of 8 PSI APPROVAL 2015-06-25 Approval Stamps: 2x4 5.Y.P.#2 WALL STUDS SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STUDS SEE PLAN VIEW FOR SPACING 5KID5 MAY BE P.T.4xG 5.Y.P. SEE FRAMING SCHEDULE 2x4 5.Y.P.#2 SOLE PLATE, #2 OR(2)-1`.T:2x6 S.Y.P.#2 SEE FRAMING SCHEDULE FOR JOIST SIZE LAGS A 18 W/5/I Maxr FOR J015T AND BAND SIZE LAGS AT 18°O.C..Max. y V Y (2)SIMPSON H-3 OR-) P.T.3/4°T4G FLOOR P.T.3/4"TPG FLOOR i A EQUAL)CLIPS AT EACH SHEATHING SHEATHING --• STUD,ONE EACH SIDE OF SOLE PLATE - SENCO K28(OR EQUAL) OTCH 5KID5 IYz'k lyz` NAILS AT 12"O.G.,ROWS FOR EACH FLOOR J015T SHALL BE 1.5"FROM EDGE, STAGGER ROWS G'FOR IF 1, I 2x4 5.Y.P.#2 (2)-P.T.-5.Y.F.-2xG's SKID5, �2x BLOCKING BETWEEN_L-. SOLE PLATE 20ga.UPLIFT STRAP Nails START PATTERN WITHIN G" l SKIDS.FASTEN TO END11' EACH 13 I x MINI UM OF EACH END OF SKID 2x4 BLOCKING BETWEEN'.,_• JOIST W/(3)-O.1 20"x3" EACH END,MINIMUM SKIDS,FASTEN W/ `---"-- NAILS AT 12"O.G.EACH (2)-0.120"x3"NAILS AT SIDE,STAGGERED. OPTION"A" �a Infommtion `�O Ta Build On 12"O.C.,STAGGERED. I�q �„•��:,,.va., 3a_ WALL STUD TIEDOWN DETAIL l,5KIDEFLOOR FRAMING DETAIL L_ 1END JOIST FRAMING DETAIL 1.3 5CALE:3/4"-I-a' I CODE REVIEW I. SCAIE:3/4=I'-P I. SCALE:1.5'-1'-G' Professional Service Industries 1748 33rd St at Orlando,Florida 31839 i Plan Revialer.William E Teary,III ICC N 5185040 LA V000408 FL 51,11-79,51,11`11 5KID5 MAY BE P.T.4xG 5.Y.P. ! 1 #2 OR(2)-P.T:2xG 5.Y.P.#2 ° 2x4 5.Y.P.#2 WALL STUDS SEE PLAN VIEW FOR SPACING 2°LAP SPLICE FASTENED ATTACH 50LE PLATE x( TO SKID FRAME WITH r=4,- W/(G)-511 G"x4"LAGS SEE FRAMING SCHEDULE 'i FOR J015T AND BAND 51ZE 5/1 G"x4'LAG SCREW t'' P.T.4xG 5.Y.P. (OUTER FACE),(3)-5/1 G"x4" AT 18°O.C.,MAX. I:I #2 SKIDS LAGS(INNER FACE),(9)LAG I �'`�' SCREWS TOTAL. P.T.3/4°TEG FLOOR rir; ATTACH J015T TO SKID WITH SHEATHING 5/1 G"x4°LAG SCREW OR(2) _ Haney Associates;_Inc. SIMPSON H-3(OR EQUAL)AT '•.I• Certificate ofAuthonzation EACH END OF JOIST,SEE I No.27124 `)Y FRAMING SCHEDULE FOR SIZE. '4 Vii1 3"xG"SPLICE PLATE FA 3 of I 4 SIDES OF JOINT,FASTEN _ 2)SIMPSON H-3(OR (2)-P.T:2xG EACH PLATE A//L'5N--5[E5NC0 ````t 1 S.Y.P.#2 SKIDS K28 R. i 2x4 S.Y.P:#2 NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/16°x4" �G EQUAL)CLIPS AT EACH EACH SIDE. SOLE PLATE STUD,ONE EACH SIDE [AG SCREWS[OR(4)-0.131x4°GUN NAILS]ANDA �Q;.•��CEN r••ti� 51MP30N H-3[OR EQUAL]AT EACH END OF JOIST. % OF 50LE PLATE No. 64558 OPTION"B" TYPICAL SKID TO io — / _ 4 JOIST CONNECTIONDETAIL5 TYPICAL SKID SPLICING DETAIL �'' g'TgTE OF' 3b WALL STUD TIEDOWN DETAIL , 'L. 314•=1'-0- :c40R1Op:: S/ONAL E ` r11/f11011 —These plans were designed in accordance with: Lapsider Box Eave Master Plan I Desi ed B Project No. Sheet Number: 2014 FBC,511 Edition i g" y: I?EN224- 1 \ Haim y .Associates Inc. D.R.H. �- 9 r 2011 NEC 1 Lark BUII�ePS I60-DSWW 1 �� --- Pngineering 8c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street P.O.Bvx 348,BIS NOe,S.C.29GBS-Chovca61Nb7000 ! For Wind Speed 160 mph,Exposure D I Checked By: Date: Vidalia,GA 30474I C.L.A. 02/27/13 4 of 8 l PSI APPROVAL 2015-06-25 Approval Stamps: 4.5 30.5" 42"Maz. Maz. Max. 6O"Max. 75.5"Max. .__----....__..__...- ..__. ---------_..__.. .-__. 1 SEE SCHEDULE BELOW FOR ALL OPENING REQUIREMENTS. 50'-0"MAXIMUM BUILDING LENGTH �o lnjo.mntion �°ToBailrt Oa Typical 50e Wall Opening5 Framing "• "'""�"" ° SCALE: 1/4"=I'-O" CODE REVIEW Professional service Industries 1746 33rd Street Orlando,Florida 32039 Plan Reviewer.William E.N""ry,III ICC 0 5185040 WALL OPENINGS FRAMING SCHEDULE LAnu0040G FL SMI-T9,SMPLt Max. Header/Sill Header Fasteners Sill Fasteners King/Jack Option A:Stud to Band Joist Option B:Stud to Option A: Option B: . Opening Type (Each End) (Each End) Studs 1 Strapping&Nails(each end) Band Joist Clips jAnchor Lags Anchor Lags 14.5" 1/1 (4)-16d Nails (3)-16d Nails I 1/0 No Strap Required,Nail Per FBC&IBC See Option A. (N/A) (N/A) 22.5" 1/1 (5)-16d Nails (3)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A) 30.5" 2/1 (7)-16d Nails (4)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A)— 42" 2/1 (8)-16d Nails (5)-16d Nails 1/1 (2)-20ga.w/(5)-0.131x2.25"Nails (2)Simpson H-3 5 5 -77 60" 212 (10)-16d Nails (7)-16d Nails I 1/1/1 (2)-2 Oa.w/(5)-0.131x2.25"Nails (2)Simpson H-3 7 5 63" 3/2 (10)-16d Nails (9)-16d Nails I 2/1 (3)-20ga.w/(7)-0.131x2.25"Nails (3)Simpson H-3 I 8_ 6 Haney Associazes,Inc. I Ccrtificate of Authorisation 75.5" 3 (13)-16d Nails I (N/A) 2/1 (3)-20ga.w/(7)-0.131x2.25"Nails (3)Simpson H-3 10 7 No.27124 96" 3 (13)-16d Nails (N/A) I 2/1 (3)-20ga,w/(9)-0.131x2.25"Nails (3)Simpson.H-3 11 12 ' xttttullrtrr �,�\�t< R._.. NOTES: • GEN ALL HEADERS AND SILL5 SHALL BE CONSTRUCTED FROM 5.Y.P.#I " 11 STRAPS,CUPS AND ANCHORING LAGS STATED ARE FOR EACH SIDE OF OPENINGS �= 8 ••� •STRAPPING MAY WRAP BAND JOIST IF NEEDED TO INSTALL REQUIRED#OF FASTENERS �\ \/ n _ No. 58 --I •ANCHORING LAGS SHALL BE I'FROM STUD AND SPACED I'O.C.CENTERED ON BAND J0I5T �'Q_ •REFER TO CUP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4-5.Y.P.#1 (2)-2x4 S.Y.P.#1 v4/1/2°PLYWOOD (2)-2x6 5.Y.P.#I w/ � •SIMPSON GSI 6 STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or(I)-4x4 S.Y.P.#I 1/2"PLYWOOD SPACER 0 STATE OF OPENINGS 42'OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALL INTERUPiED STUDS ON '��':;�CORIOp;r•0j?: OPENING5 GO"ORGREATER „ScAALE.l5 T�po I H scAeE/SIsT�po^Z H saner/5ISType 3 I SS��NALt�;,`�� I Tee plans were deigned in accordance with: Projeallo. Sheet Number: La cider Box Eave Master Plan D.igmdBy: 2014 FBC,51h Edition (` p 12E'N224 Hanpy_ Associates, Inc. I 2011 NEC Lark Builders O.R.H. . 160-DSWW A n For Wind Speed 160 mph,Exposure Engineering 8c Construction Planning I 2014 Florida Fire Prevention Code 409 Dixon Street ,,;. :- r.o.n":34s,s:ntaosc.�9an-en••ras4a4s1wu D Checked By: Date: Vidalia,GA 30474 C.L.A. 0227/13 5 of 8 ,. — PSI APPROVAL 2015-06-25 Approval Stamps: rA,y ROOF FRAMING SCHEDULE -s;... 5Ct1EDULE AND ROOF FRAMING NOTE5: Wall Framing at 24"t o.c., Max. Nall Framing at 16" O.C., Max. •5UILDING5 WITH WALL HEIGHTS GREATER THAN 7-0"SHALL HAVE WALL AND ROOF FRAMING SPACED Required# Required# AT I G'O.C.,MAX. Width Rafter Size q Width Rafter Size q e ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVERTHE WALL STUDS FOR PROPER LOAD of Strap Nails of Strap Nails TRANSFER AND STRAPPING. 6'-0" S.Y.P.#1-2x4'5 6(ea.end) 6'-0" S.Y.P.#1-2x4'5 5(ea.end) e RAFTER TO STUD STRAPPING SHALL BE 20,3a.x 1 Yz WIDE AND FASTENED WITH 0.131x2.25"NAIL5. •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1 503 AND P3'I&G, 8'-0" 1 S.Y.P.#1-2x4's 7(ea.end) 8'-0" S.Y.P.#1-2x4'8 5(ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE FRAMING 10'-0" S.Y.P.#1-2x4'5 9(ea.end) 10'-0" S.Y.P.#1-2x4's 6(ea.end) o FA5TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET 11'-0" S.Y.P.: -2x6'5 10(ea.end) 11'-0" S.Y.P.#1-2x4'6 8(ea.end) FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.I UNLE55 OTHERWISE SPECIFIED. j 11'-8" . S.Y.P.#1-2x6'8 1 10(ea.end) 11'-8" S.Y.P.#1-2x4's 8(ea.end) 13'-0"1 S.Y.P.#1-2x6's 11 (ea.end) 13'-0" S.Y.P.#1-2x6's 8(ea.end) 113'-8"1 S.Y.P.#1-2x6's 12(ea.end) 13'-8" S.Y.P.#1-2x6's 9(ea.end) §§�e=s�o Infomlalion 81•k°�"'a.Toll.ildOn .. 4'-0"or G'-0" CODE REVIEW Ortlonal Porch Professional Service industries 1748 33rd Street Orlando,Florida 37839 -- ----- -----4 Plan Reviewer William E.Neary,Ill ICC 1111114 LA aUO.406 i FL SR11.79,SLAP-51 i M SEE SCHEDULE FOR RAFTER 51ZE o I q RIDGE W 1 \ uf Haney Associates,Inc. > Certificate of Authorization P.T.-4x4 5.Y.P.#2 BEAMS No.27124 UNDER WALL TOP PLATE TO ALLOW TOP PLATE TO RUN `\ ,%III Litt ' - - - -- CONTINUOS FOR RAFTER J K tr BEARING.(PORCHES) \G........... " 50'-O°MAXIMUM BUILDING LENGTH �Q;•��CEN F•ti�.'� • No. 6 558 7 Typical Roof Framing Plan = STATE o T'• F<OR IS SCALE: I/4°=1'-0" I. . P:•`��� rtt.nlntll`� Tee plans were deigned in accordance with: ( I Lapsider Sox Eave Master Plan Desi edB Project No. I Sheet Number: FBC,51h Edition y'. 12FN224- �`aB.h7l���.�.�®i�'g`sb�IeS9 Inc.�kll.� I 12011 NEC I O.RH. a o 5 Lark Builders 160-D SWW Engineering Sc Construction Planning i 12014 Florida Fire Prevention Code I 409 Dixon Street Checked By: Date: = P.O.11 x348,SIxMU,S.C.296U-Fha :864-"67600 I For+ Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 0227/13 6of8 PSI APPROVAL 2015-06-25 2 112"x 1/2"CORRUGATED ROOF PANELS FASTENED I 'Approval Stamps: I TOP PLATE EXTENDED AND NAILED TO 4x4 BEAM W/(2)O.131 x 3.25'GUNNAIL AT G"O.G. HAT CHANNELS AT 24 WITH 114'-14 x 3/4"HWH O.C.,MAX.FASTEN TRAXW I AT 8'O.C. TO EVERY RAFTER W/ 11�------------------- (2)-O.13 1°x 2 Y4' ice.- - , SEE ROOF FRAMING P.T.4x4 5EAM5 LONG GUN NAILS SCHEDULE FOP.RAFTERS NOTCHED AND AND (2)H-3 CUPS AT EP -____ __ EACH CORNER FASTENED TOGEHT 1 J ATTACH TOP PLATE TO STUDS IMTH(4)-0.131 x 3.. 25° w/(2)-0.13 1x3.25°GUN NAILS, GUN NAILS ATTACH TOP PLATE TO RAFTER 4x4 AT EACH o[ SEE ROOF FRAMING PLATE w/5/1 G'x.3"LAG 5CREW5 CORNER CUT SCHEDULE FOR STRAPPING AT 16"O.C.,Max. DOWN TO. z O ¢ REQUIREMENTS SUPPORT 15EAM5 EACH CORNER O r 2x4 SYP#I STUDS AT 16" OR 24'O.C. � OSEE 51.2 FOR SKID (2)H-3 CLIPS AT 2 I/2°x I/2" CORRUGATED 3'x 5"STEEL NAIL'MITEK' AND FLOOR FRAMING PANELS(FASTENED VI/#8 x EACH CORNER OR'ALPINT PLATES,(2) IYi'WOOD SCREW AT G° PER P05T ® Inf,`did ioOn n O.C.(OR EQUAL) A - �O TaBui) .w+.Kw•v.,nw•ew CODE REVIEW VARIES,G'-O"to 13'-8' Pmfessionalsenicelndustrles 1748 33rd Stmet 4'-0°Or G'-0° Odanr/,,Florida 32839 Typical Frame 5eetlon I ICC O5viewer.William E.Neary,111 ICN tt 5189840 LA 406 SCALE: 1/4"=P-O" Typical Porch Opion frame tFrI FL FLSMI-SMI-79.SMPS7 SCALE: 1/2"=1'-O" ( , 511v1P50N H-3 HAT CHANNELS AT 24'0.C.,MAX. 2x4 COLLAR TIES FASTEN TO EVERY RAFTER w/(2)- ��,�, EACH EQUAL AT 0.I31'x 2Yp LONG GUN NAILS 16d NAILS AT z EACH RAFTER SEE ROOF FRAMING , TAPERED 2x6 -- SCHEDULE FOR RAFTERS ~`; q ATTACH TOP PLATE TO 51MFSON h-3 OR ), STUDS w/(2)-0.131x3.25" _ EQUAL AT EACH GUN NAILS,ATTACH TOP Haney Associates,Inc. RAFTER `, ATTACH FASCIA PLATE TO RAFTER PLATE w/ Certificate of Authorization 5/1 G'x3"LAG SCREWS AT TO RAFTERS w/ No.27124 18'O.C.,Max. (2)-0.13 1 x3.25" \-3"x 5"5TEEL NAIL'MITEK'OR'ALPINIT l GUN NAILSPLATES —� GcINAL5 AT TAPERED 5. EMBEDDED CHYDRA H SIDEO C LLY OR BY 1MBLY 16 O.C!Max. No.2-2xG P.F. R.I ROLLER PRESS,TYPICAL 4'-0"Min.2x4-S.Y.P.#I COLLAR TIE I x4 WITH 1 6d NAILS COM.2x6,NAIL TO 11010018 '+ AT G"O.C.,Max. w/(2)-1 Gd NAILS H TAPERED E 3 OVERHANG OPTION DETAIL I. CALF:3/4'e I'-0' F I RIDGE/COLLAR TIE DETAIL ,/ OVERHANG OPTION DETAIL 'F<ORIOP• �\ SCAB: •-r-o' I. 5CALt:3/4'-I'-0' These Ions were designed in accordance with:' Project No. Sheet Number: p e Lapsider Box Eave Master Plan� Designed By: 2014 FRC,511 Edition 12EN224- I Han Associates O.RH. �� y �ffi�o '2011 NEC � Lads Builders leo-Dsww ,- Engineering&c Construction Planning 12014 Florida Fire Prevention Code 409 Dixon StreetB ° -",- 1'.0.0.x348,St.hik,S.C.29682-r6...:864446-7688 Checked I y: Date: For Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 C.L.A. 02/27/13 7of8 i PSI APPROVAL 2015-06-25 Approval Stamps: 3"x 5"STEEL NAIL'MITEK'OR'ALFINE' GABLE END TPU55 PLATES EACH SIDE OF ASSEMBLY GABLE END TPU55 EMBEDDED HYDRAULICALLY OR BY �� ROLLER PRE55,TYPICAL i 2x4 5YP#I STUDS 2x4 5YP#I STUDS i AT I G"OR 24°O.C. 20ga.T-WALL BRACING STRAPS ON AT I G"OR 24"O.C. j INTEP.IOR AND EXTERIOR OF WALL, � ' FASTEN WITH(2)-0.13 1'x 2)'„"LONG 22.5' ATTACH WALL SECTIONS—\ j GUN NAILS OR#8x 2Y;LONG Max. \ ATTACH WALL SECTIONS wl 5,11 G"x3"LAG SCREWS j SCREWS AT EACH MEMBER w/S/I G'Sc3"LAG SCREWS AT 16"O.G.,Max. GROSSING. AT 18°O.C.,Max. 1 I N \ SEE 51.2 FOP,SKID AND FLOOR I =3e Infomiation VARIES,G'-O°to 13'-8" G' On FRAMING VARIES, -O"to 1 3'-8' �va..,w.ra.,a<mv.mda„ End Wall Framinq Option End Wall Framinq Option CODE REVIEW SCALE: I/4"=I'-O° SCALE: I/4"=I'-O" Professional Service Industries 11748 33rd Stroef Orlando,Florida 311111 Plan Reviewer.WIN—E.Newry,111 3"x 5°STEEL NAIL'MITEK OR.'ALPINE' icca sWOO GABLE END TPU55 GABLE END TPU55 LA 9U00SMI-79, '. PLATES EACH SIDEDRA OFALLY OR Y _ /— FL Sh11-79,StdP51 EMBEDDED HYDRAULICALLY OR BY ROLLEP PRESS,TYPICAL _. 2x4 5YP#I STUDS \ 2x TO.C. AT I G°OR 24'O.C. I 1� 20.j..-1-WALL-WALL BRACING STRAPS ON '%/ 16 OR 24 9G"Max. / `: INTERIOR AND EXTERIOR OF WALL, G3"Max. \ FASTEN WITH(2)-0.13 1'k 2}'t'LONG Haney Associates, ATTACH WALL SECTIONS �, \ ATTAGH LL SECTIONS Inc. I WA �Cettificate of Authorization w/5/1 Gx3"LAG SCREWS 4 SCREWS AT EACH MEMBER / w/5/1 G"z3"LAG SCREWS No.27124 GUN NAILS OR#8x 2%q"LONG O AT 18"O.C.,Max. r '1 CROSSING. n :\ AT 18'O.C.,Max. l j �,'`t�Y tR.11jy''. / ' r O�Q`�G I,G��EN//��Sl���CN � SEE 51.2 FOP SKID AND FLOOR No 64558 VAPJE5,G'-O"to 1 3'-8' FRAMING VARIES,G'-O° End Wall Framing Option _End Wall Frammq Option :0 ATE o :. SCALE: 1/4"=1'-O' SCALE: 1/4"=P-0° F• �<ORIOP:•`(j\: % S errs/ONALt�G�a�• I RJ These plans were designed in accordance with: Lapsider Box Eave [Master Plan Des; edB project No. i Sheet Number: 2014 FBC,Hang Associates, hoe" I 2011 NEC 5th Edition - � Y' 12EN224- O R.H. Lark Builders 160-D SWVJ - i t C & Engineering c Construction Planning 2014 Florida Fire Prevention Lode 409 Dixon Street o P.O.B",348,Six NJq S.C.19Ga3-Phomi164G46-0La0 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. - 02/27/13 8 of 8 ED OCT I e^ 28% WITTIiUG 4Q eQ 'FABLE 2A - 165D/170C TABLE 26 — 140C E -7. S'?. I •^i ^_01_ — (a 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING � -.-�.c:. MAXIMUM ANCHOR MAXIMUM ANCHOR 0'GALVANIZED STEEL FEDERAL SHED SPACING SHED WIDTH SPACING F)NdH-9.GRADE-I. TiE-DOWN CODE INFOR ATION o HAVE 4,725 LB. MINIMUM TE-DGYN mw (i'Z SRP 1) -8 a,Woe SY oR LEss � UP TO i b'-0"1 f 0'-0" UP TO 16'-0" 10'-0" `A�A=AEVERSION 1NIMUM 4.3CO Le CAPACITY. (BEY NOTES) 2 1.6 OR(I)i.e p,T.STP/1$NI05 �[, MANUFACTUAq vm duAAm•AG RNER,MAXIMUM 18'FROM ENO A1,6 ELSE(C1N BE SET ON GROUND). (yUVf7 'I6'—i"TO 2V—a' 8'-0" 1&'—i" TG 24'-0 8'-0" �ET+� ED AS PER TABLE 2A.9,C DEPENDING nE-ODWN sta.+P BOLTED TO TYPE TYPE 1 TYPE 2 PCYaURE. ANCHORS NOT NEEDED 0 ANChOR WTM 1/2'CRME 3 30•CRNE ANCHOR BUILDING rYPE BOLT U1NWUU WRH WASHERS 30'AUGER ANCHOR a'^1"TO 24'-0 6'-0• AER TABLE IA.B,C DEPENDING ON FOR ROCK/CORAL FOR SOIL/CLAY Go—ON rPt Wo URE VY.3 (40o TABLE 1 A — 120C La.)CONCRErE Q _ ANCHORING TO CONCRETEFRE PAOIECTION ONE U OF 4"COVER DISTANCE FROM 'WEDGE ANCHGR WRH U-CHANNEL 'I - Q TABLE 2G 1 20G ( MAXIMUM ANCHOR FutE 91PPAESSWN srSTEM HnA (TYPE 3} • •..• TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH 00 PSF(TTP.) CONCRETE ANCHOR MAXIMUM ANCHOR SPACING OCCUPANCY 31L^Rd� RS MAY BE USED IN CONJLNCTIOH WITH EXPANSION BOLT SHOD WIDTH SPACING ACIHC 15 FOLLOWED FOR EACH 4'CONCRETE 24.'-0" g'-0" ALL01YA812 NUMBER OF STOAM! r TYPICAL ANCHOR TYPESUp TO 24' 0" 1a'-D^ BASID WM SPEED 20'-0" 7'-0• EXPOSURE G1v ENCLOSURE Omrur INTERNAL PRESSURE OOFF}TGENT ./-0.10 14'-0" g-0" IMPORTANCE FACTOR i.16 ROOF DEAD LOAD ,arfr TIE-DOWN SRAP SOLED THAU 12'-0" 9'-p ROOF LIVE LOAD =—aR�Pe>ffi U" ROOM JOIST•`6RRH 1/2"GRADE 3 ((1j A.4 STP j2,ON 5''WIDE OR LESS. I)41 4 STP 12 ON a'WIDE OR I.M. FLOOR Dew LOM ICFs/ BOLT WIN]UW WITH'RASHERS (1)2.d OR(1)4.6 P.T.SYP 12 SKIDS 1)2.e OR(I)4.6 P.T.SYP J2 54105 ALL ELSE(GAN Be SET ON GRCUND), nE_OOWN STROP SECUREDALLELSE(CAN BE SET ON GROUND). 10'-0" iD'-6 FLOOR UNE LOAD C"Par nE-DOWN STRAP BOLTED TO TTPE WITH(a)100.1.3'"'LS RATING OF WALLS FLOOR,ROOF H/A 3 ANCHOR wtiH Tf2'GRADE 3 BOLT MINIMUM WITH ASNERS 1 MDDutA7 PER INIDINO t 1OX'1 WO L3. CONCRErE 1' 3/6'.30'EARTH ANCHOR: 1�.I 6'-0" If-V NURR1CWi PRO!£'CIh]N uSdOE M E ( I (}5 AUGER STYLE FOR So Y. r,i,i WOOD ANCHCA W(TH U14E"EL DAVE Snte FOR RCCX COAAL B 1 •1 �} HURTI F IACE USAGE W 14E"EL) I ABLE 7 B — i`t0G ISO—FGOTAGET,O:G,rL ttt ttSj 4'CONCRETE ANCHORING TO CONCRETE REVISIONS CONCRETE OPTIONAL SUPPORT PM(P.T.WOOD, MAXIMUM ANCHOR REV - OESCRIPTON DATE 8Y CONCREE BLOCK OR PAD)SPACED SHED WIDTH SPACING AT B'-0•M11L 24,-0" 4'-0" 20'-0" 5.-0„ n£-DOWN SW BOLTED TRU BF: BOOR JOIST WITH 1/2'GRADES (1)4.4 STP{2 ON s'YpOE OR LESS, MTB (I)4.4 SYP Q2 ON a'WIDE OR l.'Ss. BOLT WNIMUM WITH WASHERS)�! f2 2.a OR(1)4.d P.T.STP F2 SKIDS 14._0" �+-0x Got.. - 2.4 SOLE FLATS(HATUAALLY (2)Z.d OR(1)4.6 P.T.STP Al SKIDS ALL ESSEtCAN BE SEF ON GROUND). CURABLE WOOD OR PT.) ALL ELSE(CAN BE Ser ON GROUND). 8�I IJ75 nE-DOWN Sr- 12'-0" 7-$" o"I ----.--__- 4" (SEE NatS} N A 3AB' 40'EARTH ANCHOR - d _-y-- WITH EYE HOLE:AUGER SME �eAt 1 a'-'0" 6,�x ` T/z'.3'(400 ta.)CONCRETE FOR SG+VcuY,DRsvE sTTLE ( LARK BUILDERS, INC. WED.ANCHOR WITH 2'WASHER FOR RCCK/CORAL CONCRETE 6'^0" 12'-0" A CONCRETE 6'-a 12-0" 4'COkCREE TABLE 1C-165D/175C 1 ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING i 4.4 SYP 12 Odt 5'WIDE OR LESS. nE-OOWN STRAP _T r 24'`0" S-6" nE-OCWH STRAP BOLTED TO Z3 2.6 OA I)4.0 P.T.STP 2 SKIDS (SEE NOES) 1 4.4 STP 11 ON a'WIDE OR i.Ss. BROUHO ANCHCR WRH 1/2' ALL 4.8 ELSE(CAN Be ser ON GROUND). �AU.MSE(GN2.01 OR18E SET ON OAOUNDI. 20'-0" 4'-0° ,���®3'! -',fl .. 2.4 SOLE PLArE(NATURALLY 12 SNOB CRME s BOLT ILNIMUM vllM `Q T, DURABLE'MOOD OR P.F.) RASHERS ,450 CONTNUOUS ANO nE-DOWN SHOP BOLEO M ,�'N.b,rrG............q� Jo,� -_--` -T- ATTACHED TO GROUND ANCHOR Z ' " ON OPPOSITE SLOE GROUND ANCHOR wTm I/2'GRADE 1 6'-0" 5�-D" 3 BOLT MINIMUM W wASHEr� ea .,�. 410ENSF•' •, '�eB T-Ls/e .3v CFWH ANCHOR: 5/3' 30'EARTH ACHDaI 1 4'-0" 5'-6"' o o AUCa-1 SIYIE FOR so,lfC:1,Y, li,l AUGER SME FOR SOIL/MY, i.i �" °h`�' j• j,�(/,[7•S�t�'TA,'O"ry�0 OAtrE SME FOR AC{!(JCOaAL . • DRNE STYLE FOR AOC%COPAL i 12'-0' 7�-0 m •` 1°" ! s�o CONCHAL REINFORCED �.' m CONCRETE FOUNDATION 10'-0" e'-0" _z /f A'CONCBETE omxk,SUPPORr P)O(P.T.W000, ) CONCRETE BLOC X CA PAD)SPACED a j q At e•-v uv1, 8'-0" -3\ STATE OF :!k/^a" 64 TIE-DOWN DETAILS 6'-0" 12'-0• v 'PBQr`. F( 0 R I a A ��'��� Q o�e S��NA.... � '�d'$i0J 39��d3 LL) Matthew T. BGIdWtw F.E. Florida UGa030 #&ABO8 P Shao1: AP-1 OF 1 a xa FA • :�, 'a• :r .ere, ,�:�'�.•. �' -� i, '• Q K � � % � t 1. �S�Z�t��ggqqqql3Rggaa6.�6li'6oaaaaae �, . • ' . .. ���.�g���•�'�t�k•8�t��sgg•�gasaassaaoa� .��g ^�c� � �. � • � '• •��: tlyy�lMYyy.'!^ly97 •y i ,` �. � o .. ... .... ._. . . . ��►"5�����SR�iiRtgaaloMR�paMa.►awa.►a.►� ^�� •. � �t fn �T•... 0 * ! . r- ,.� � �,�� � �' is�i�•J.�aJ•�NWA11.1�fF1NMWWNt1W411i{tWWiJ•NNNWW �� 'J G .. ti „m IN- -A -• 0' •-I c_� � O 4•IdlM�Va4a�1J�r�4VaNV .1V•MMllT11HV1►WW►.1N1�^�� �, ^ of Ei9 � ` •• ' :fi cam , ay.laM ►V�laa�ld�YNavVWU .1bM.44 0414N14464 � g all 14 41 4 A. as+� •v;av1#6310 ♦vais 40a1eNWWW` . AREA FOR APPROVAL STAMPS WJ 401� DIXON STREET fe 3 )� °y Pian No. y � Approved ny V 1 DAL I A, GEORG 1 A 304-14 Richard L.Bullock gq W�1 Modular Buildl Plans Examiner Florida Certt6cate SMP 003 CT 1 Lucie County, 1'1'1�46TER PLAN a L�o `<!� METAL SHED PLANS — 150 MPH DESIGN CRITERIA (HIP-GABLE ROOF) I. WIND VELOCITY 150 M.P.H. 2, WIND IMPORTANCE FACTOR 0.11 9�aDtmt fa t7 3. BUILDING CATEGORY i Thfto.Pn m►�cnmpiv r war.lurwWqW 4. WIND EXPOSURE C I N ST�L I. t� ITEMS 5. INT.PRESSURE COEFFICIENT 10.18 91scilAo"a c *f"+ SHEET INDEX 6, ENCLOSURE CLASSIFICATION ENCLOSED A�"*tcmrrot Consrn19, THIS L15T DOE5 NOT NEGE55ARILY 1. BASED ON HEIGHT 8 FEET pca,panc, TEM5 OF WORK AND MATERIAL5 THAT SHEET NUMBER SHEET TITLE e. OVERHANG YE5 ' Apowaorsg,a� 7-- GUIRED FOR A COMPLETE 9. COMPONENTS AND CLADDING Woz mbk '. ON.ALL 51TE RELATED ITEM5 ARE G-1 COVER 5HEET -ROOF LOAD (ZONE#I) -33.3 PSF RnAerinFxE,u LOCAL JURISDICTION APPROVAL. -ROOF LOAD (ZONE#2) -53.5 P5F Ih)ar d3�. 6-2 NOTES -ROOF LOAD (ZONE#3) -81.1 P5F Allow FkWCoad /zs LETS FOUNDATION SUPPORT AND A-I FLOOR PLAN - WALL LOAD (ZONE#4) -40.1 P5F -WALL LOAD (ZONE#5) -50.3 P5F N 5Y5TEM. A-2 FLOOR FRAMING PLANS Aonrone w etg ooeun,W ,W not TAIRS,AND GENERAL AGGE55 TO THE 10. FLOOR DESIGN LIVE LOAD 151125 P5F mm the c►�1iPrweu+►Oevi�tipn A-3 ROOF FRAMING PLANS FLOOR DE516N DEAD LOAD 10 PSF �a�POYt bN AL 5ERVIGE HOOKUP(INGLUDIN6 A-4 STANDARD ELEVATIONS 11. ROOF DE516N LIVE LOAD 20 PSF TO THE BUILDIN6. ROOF DE516N DEAD LOAD 5 PSF `' A-5 TURNAROUND ELEVATION5 12. WALL DESIGN DEAD LOAD 5 PSF CARP t��t A-6' STANDARD WALL 5EGTION5 ON 5KI05 13. CONSTRUCTION TYPE �!B ------ A-1 STANDARD NALL 5EGTION5 ON CONCRETE 14, BWLDING OCCUPANCY UTILITY SHED O 4 e 15. FIRE RATING EXT,HALLS O at 1 N0.8925 ft' A-8 TURNAROUND WALL 5ECTION5 ON SK1D5 L. ; 16. ALLOWABLE NUMBER OF FLOORS I Al Al PROFESSK�NA : A-q TURNAROUND WALL 5EGTION5 ON GONGRETE w 1�. THE CONTRAGTORlMANUFACTURER MUSTLN I s'=FiV�1Eti•'\Q4_: A-10 5ECTIONS AND ANCHORING DETAILS COMPLY AITH THE FOLLOWING CODES AND ;' ' y r �, ALL THERE AMENDMENTS: A-11 DETAILS - t+R O - FLORIDA BUILDING GORE-2001 "o �a`+` A-i2 DETAILS -FLORIDA MECHANICAL CODE-2001 ++, - FLORIDA PLUMBING CODE-200'1 A-I3 DETAILS -FLORIDA ACCESSIBILITY CODE-2001 0•ti11fla i A-I4 DETAILS -FLORIDA EXI5TING BUILDING CODE-2001 ++i '�`'•• NOtN�;.� A-I5 DETAILS -FLORIDA FUEL AND GA5 CODE-2001 0,111,094v*. .SGP�4_r -FLORIDA FIRE PREVENTION CODE-2001 NATIONAL ELECTRIC CODE-2008 y�""`� -NFPA 101 LIFE SAFTEY'CODE-2006 REV BY DATE 0E5GRIPTI0N THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200? FLORIDA BUILDING CODE WITH THE 200Q SUPPLEMlrNT5 FOR A THREE 5ECOND GUST OF.150 MPH. //�� }�((��� (I LARK BUILDERS THIS DRA;NIN& 15 NOT VALID DATE: 3/3/09 SHEET COAR 1 M EL.I.J �• •j •�-5- METAL SHED PLANS-150 MPH UNLE55 516NED $1, PURPLE INK. DRAWN BY: JDA 9 FLORIDA# 15607 1000 SOUTH BELGHER ROAD 409 DIXON STREET I INDIANA#20338 BLDG-A 1 UNIT#II VIDALIA,GEOR(;IA 30414 GHEGKED BY: FSG LOUISIANA#20548 LARGO,FLORIDA 33111 (800)841-1844 � �---- SCALE: AS NOTED M155651PPO 8425 VOICE: 121-524-1905 N.CAROLINA# IIIOB FAX: 121-524-1299 COVER SHEET - �--�—dQ N.D.NO: 14135,-003L I .OF Il TEXAS#54100 ERAL NOTESAREA FOR APPROVAL STAMPS ELEGtRlGAL NOTES 5 STRUCTURE*NA5 DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING 1. WHEN AIR CONDITIONING 15 INSTALLED IN TH15 BUILDING, IT SHALL BE DE WITH THE 20OLI SUPPLEMENTS HIND LOADING DESIGNED IN ACCORDANCE WITH THE RESPONSIBILITY OF THE HVAr, CONTRACTOR AND ELECTRICAL E-1-05. CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND.ALL OTHER HVAC UNIT(5) INSTALLED ALL HIRING TO BE IN ACCORDANCE WITH IGABLE LOCAL CODES AT THE TIME OF MANUFACTURE. THE NATIONAL ELECTRIC,CODE LATEST EDITION. ND1 TTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 50ALED DIMENSIONS. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. SIDE OVERALL DIMENSIONS GAN VARY BETWEEN LIMITS 5HO114N BUT MEMBER SPACING SHALL NOT 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED PROVED' EEP LIMITS AS INDICATED. GROUND WIRE CONNEGTEI?TO EQUIPMENT GROUND BAR IN THE MAIN BER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLON5, DISTRIBUTION PANEL. DOCUMENT OR JOISTS 2x4 5.Y.P.#2 OR 5,Y.P.#3 12%TO 15% M015TUFZE CONTENT 4. EQUIPMENT GROUND BAR IN MAIN P15TFZ113UTION PANEL 15 TO BE 2x6 5.(P.#2 OR 5."(.P.#3 12%TO 15%M015TURE CONTENT GROUNDED TO MINIMUM 10'-0"COPPER CLAD EARTH DRIVEN ROD THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED SKIDS,FLOOR J015T AND 3/4'T 4 &PLY P41TH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 0 FLOOR DECKING. 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE R DESIGNED TO SUPPORT D.L. + L.L. = 30 P5F. PLASTIC INSULATED BUSHINGS, MER A55UME5 ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WHEN NOT SHOWN ON 6. ALL ELECTRICAL WORK 15 TO BE IN ACGORDANCE WITH THE PLAN. NATIONAL ELECTRICAL CODE(NEC),LIFE 5AFETYGODE(NFPA 101), jj, q Plan No-1 � ICRP AGGE55 TO BUILDING 15 FIELD INSTALLED AND SUBJECT TO LOCAL JUR15DIGTION LATEST EDITIONS. OVAL. 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE A,proved By Richard L Bullock ELECTRICAL,HNIA.G.,ETC.SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES DISCONNECTS AV.1ACENT TO THE'EQUIPMENT SERVED.A UNIT 5HITGH REGULATIONS. WITH A MARKED 'OFF"P051TION THAT 15 PART OF THE HVAC odular Building Plans Examiner Florida Certificate 00-Z IG PERFORMANCE EXPOSURE GROUP 1.CATEGORY-A. EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS OkIN5 SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES, ONLY PqHEKE OTHER 015GONNECTINO MEANS ARE AL50 PROVIDED BY INC 15 CLASSIFIED AS UTILTIY SHED.15/125 P.S.F.FLOOR LIVE LOAD,(NOT FOR HABITATION) A READILY ACCESSIBLE CIRCUIT BREAKER. ETAL STUDS TO BE 20 GAUGE STEEL(MIN). 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING LUMINUM TO BE 3005-3105 ALLOY WITH 32P00 P51 MINIMUM YIELD STRENGTH. RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS SLOPE SHALL BE 3 TO 12 WHEN 5HIN6LE5 ARE APPLIED, ROOF SLOPE FOR METAL ROOFS BEING IN COMPLIANCE WITH SEC. 110=q OF THE NEC, BY A LOCAL MEET MANUFACTURERS RECOMMENDATIONS. ELECTRICAL GON5ULTANT. ALTERNATE : O.QIq"ALUMINUM OVER PLYWOOD 5HEATHIN5 MAY BE USED AS A METAL ROOF. q. THE MAIN ELECTRICAL PANEL,FEEDERS,POJ,-ER HOOKUP TO BUILDING L EXTERIOR ROOF COVERINGS INGLUDE ALUMINUM OR 5HIN6LE5 OVER 5/5" PLYWOOD WITH 2 (INGLUI?IN(5 ALL 17156ONNErT5,OVER CURRENT DEVICES,PANELS, 5 OF 15 LB.FELT. GROUNDING,ETC) 15 DESIGNED BY OTHERS,51TE INSTALLED,5U54pqj OOF5 WITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT TO LOCAL JUR15DIOTION APPROVAL. CATION IN AGGORDANCE-WITH SECTION 1501.2.5 OF RB.C.2001. 10. ALL NIRE5 TO 5NITCHE5 AND OUTLETS TO BE #12 THFIN 50LI f 4----!01'',J NIZED STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE(0.015 11. ALL FLEGTRIGAL OUTLETS SHALL BE 6FCI IN AGGORDANCEA VIC 5HANK5 Y41TH A MINIMUM%"DIAMETER HEAD SHALL BE USED.FASTENERS SHALL BE LONG ARTICLE 1210.8(N(2) NEC-05. ef NC M5- TO PENETRATE INTO THE SHEATHING%"OR THROUGH THE THICKNESS OF THE SHEATHING. PRQF AL EXTERIOR WALL COVERINGS INCLUDE GORRU6ATFD ALUMINUM,MASA ALUMINUM,4"LAP M,5/8" P.T.TI-11 51DIN6,VINYL SIDING WITH ENERGY EIRAGE BACKER AND "PLEK& d� STUCCO ON STRUCTURAL NOTES: 0 ff ,*- ql�—V. q1x NSE GLASS GOLD, 0 -- OR5 SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT USE OF A KEY, 1. ROOF ASSEMBLY TO BE 3 Y2"METAL STUDS AT 24" O.G..WALL 51)M OF HALL BE 2 1/4"x 11/16"ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL-INSERT. TO BE 3 1/2"METAL 5TUD5 AT 24"O.G.TO qb"HEIGHT M TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS.DOOR ATTACHED TO 2. FLOOR DECKING TO BE 518"OR 314"PLYWOOD,EXTERIOR GRAM' C)"'I. -_ v s1O**- AL 2x4. APPROVED FOR 24"O.G.SPACING(SEE FLOOR FRAMING 5HII�& L POOR5 INCLUDE DOUBLE ALUMINUM DOORS,GARAGE DOORS,60"x '72" AL ALL FASTENERS INTO PRE55URE TREATED LUMBER SHALL 5FHO.Tq -,STEEL DOORS.TYPE,SIZE,QUANTITY,A mq DIPPED GALVANIZED FASTENERS. "* - 4W SINGLE DOORS,AND PRE HUNG AL OF SIDING TO BE 2 112"x 112"CORRUGATED PANELS OIq NO 1103 WINDOWS- TYPE,SIZE,QUANTITY AND LOCATION MAY VAR-f. HIGKNE55, AND STANDARD PANEL ACCESSORIES.WALL 5VIN6.W 11*.* OR 9 * HES E 2 1/2" X 1/2"CORRUGATED,STEP DOWN PANELS , ING WITHIN A 24"ARCH OF DOORS PqHO5E BOTTOM EDGE 15 LE55 THAN ( ki !?90% ANEL5 .011 THICKNESS AND STANDARD PANEL AGGE-550RIE5.41 R.AND ALL GLAZING IN DOORS SHALL BE SAFETY,TEMPERED OR ACRYLI gF %A- GIN- REV BY DATE DESCRIPTION 04 AL 110 THESE PLAN5 WERE VE516NED IN ACCORDANCE WITH THE 20F1 1 f LDINS CODE WITH THE 2009 wmiMEws FDR A THREE sEcow &r.,T OF 150 mpH. LAW BUILDERS TH15 PRANIN6 15 NOT VALID DATE: 3131OLI fmam., METAL SHED PLANS-150 MPH UNLE55 SIGNED IN PURPLE INK. SHEET q FLORIDA# 15601 ' 1000 SOUTH 13ELCHER ROAD 40cl DIXON STREET -FRWY4N BY; JDA I INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,GEORGIA 30414 CHECKED BY: F5C C = 2 LOU151ANA#20545 LARGO,FLORIDA 33111 (WO)541-1644 M1551551PPI#8C125 VOICE: 721-524-11105 — N.CARO5410011108INA# 1FAX: 12'7-524-12qci SCALE: AS NOTED ED NOTES N.O.NO: 55-003L 2 'OF 17 AREA FOR APPROVAL STAMPS �6y5TFgfi -O $. CAq�iiii ?QPM oy9.P�h V+ O =q G15TF': ori �. SEAL NO.14 pp�t1 NO, 11168 *' PROFESSIONAL * %* N0.8925 S NDI :PROFESSK)NAL �% ii r?±j iJVED:i _~ A� rs� 4 " r tAVa r its`S CAfko O 5---~��aS1 ��`t'f,�r.; GINE�;:•'•.��= DOCUMENT r A e •-......• Sti2 i�y��\�...••• iiliy%OF MlssI 6'-O"TO 50'-0" ILSOTRZAL SYMBOLS IBI✓LS � Date_-.—�1� 0 y Plan No. .fr•003L. WINDOW5 HE16HT MAY VARY Approved By Richard LOCATION AND 3 Ill"METAL ehard L.Bullock DUPLEX RECEPTACLE 120V Iep QUANTITIE5 MAY VARY AND ARE BOTTOM PLATE z Modular BuildingPlans Examiner Florida Certificate 4 :* INCANDESCENT LIGHT 2 OPTIONAL (`TYP.) O WITH 1-60W BULB X21 v JUNCTION BOX -` SWITCH f r WEATHERPROOF 5WITGH WITH REGEPTAGLE Z LU OUTLET 120V I(P 1LU I ! OPTIONAL ELECTRIC TO EACH UNIT. � 3 112"METAL / OWNER TO VERIFY LOGATION5 WALL STUD FIELD CONNECT FROM EX15TING EGTRIGAL EQUIPMENT 5HOWN 15 (TYP) POWER SOURCE TO UNIT. AL AND LOGATION5 MAY VARY. ' l 30" MINIMUM FLOOR PL14N I I �� 60"MAXIMUM_IQ 2 A-! SCALE: I/4"= 1'-O'"� A-4 A-5 �� 6'-D' HEI6H7 A-10 �. DOOR LOGATION — MAY VARY. REV BY DATE DESCRIPTION THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE 5ECOND W5T OF 150 MPH. 1�� �� �►. �'�+CJ+ LAW BUILDERS TH15 DRAWING 15 NOT VALID DATE; 3/3/Oa SHEET METAL 5HED PLANS-150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY: JDA Ll FLORIDA# 15601 1000 SOUTH BEL(HER ROAD 404 DIXON STREET I INDIANA#20338 BL06-A/UNIT#11 VIDALA,6EOR61A 30414 CHECKED BY: F5G jam, LOU151ANA#20548 LARGO,FLORIDA 33111 (aoo)841-1544 1��11 M155155IPPI#8825 VOICE: 121-524-IcIO5 SCALE:. 5 NOTED N.rAROLINA# MOD FAX: 121-524-12gg FLOOR PLAN �— �'>o W.O.NO: 85 003E 3 OF 11 ARIA FOR APPROVAL STAMPS AR — .. 75 F5F LIVE LOAD 5'(P #2 125 P5F LIVE LOAD 5YP #2 G q q Qt t ttrr N0.892 �* WIDTH JOISTS * A B WIDTH JOTS 5 A B '�. `� s s i• •1'l' Ir L: 6'-O" 2x4 AT 16"O.G, 14.5" 43" 6'-0" 2x4 AT 16"O.G. " 14.5" 43" pRQFEaS r��D� dQ_•oF E o by•9 r, .� 4 8-0" 2x4.AT 16"O.G. ' 6 64' 8'-O" 2x6 AT 16"O.G. 6" 84" OV » 2 :e SEAL < r AIG fir,. a, OVER *S rrrl�r9TF,GfN.-S1`'��\e� 10'-0" 2x6 AT 16"O.G. *• 15" 84" 10'-0" 2x6 AT 16"R.G. 18" 84" /1t I T r ,a DOCUMEN 1 � �1 j(}a i 11 + OF M1S r r* N� = + ++aaaaaa•'`' I I'-8" 2x6 AT 16"Q.G. 28" 84" t!'-8" 2x6 AT 16"O.G. 1 28" 84" ° 6-0"UNIT MAY USE 2x4 5YP#3 44 THESE UNITS MAY U5E 2x6 5YP#3 rrtt+4+s.aCP�~ �01Li Ll gTERFQ a� 1 NQ�0.2dNP. k PFtOFEss �Q � A A WIDTH Da lr/6y �s'Od3L Plan No. A% G 114�F HART Ap ved By\`y Ste- � 2 - Richard L.Buttock A-2 SCALE: N.T.S. M ular Building Plans Examiner Florida Certificate SMP(103 5/5"OR,3/4"PLYWOOD.FLOORING(SEE CHART 2/A-2)SHALL BE SECURED TO EACH FLOOR 2x SIDE RAIL A"II J015T W/6d NAILS AT 6"O.G.(TYP.) n II II II II II Q 'I n I u u n ' u i1 tJ n it u u n 24 O I I I 1 tj I II II I II Q It II 1 p 2x BRACE BETWEEN SKIDS L 2x FLOOR JOISTS SEE V 1 14'-0"OR AT UNIT MIDPOINT CHART 2/A-2 FOR 51ZE5 6-0"TO 50'-0" UUTL iL)Z I i qqR ��i+►mms z N A-2 SCALE: 114"= 1'-0" m REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200Q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. CA '1DLAL.L. �1+M. IML.S', j ARK BUILDERS THI5 DRAWING IS NOT VALID DATE: 313/0q 5HEET / / METAL SHED PLANS-150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY. JDA q FLORIDA# 15601 11000 SOUTH BEL(HER ROAD 409 DIXON 5TREET INDIANA#20338 BLDG-A/UNIT#II VIDALIA,GEORGIA 304-74 GHEGKED BY: F5G I4 M / LOUISIANA#20548 LAR60,FLORIDA 33`7-71 (boo)841-1844 1r MI551551PPI#bg25 VOICE: 121-524-IC105 SCALE: AS NOTED N.CAROLINA# 11108 FAX: 121-524-12gg TEXA5#54100 FLOOR FRAMING PLAN ,�—�C-49 W.O.NO: 85-003L 4 of 11 AREA FOR APPROVAL STAMPS ROOF R14FTER To Toy i�Li4T Fi45TNINC� WIDTH 5PAGING CSF V4-I4 X 3/4„ r�t�4 oF> ss OC�r I�/ ���� T 9F �k �srFy•y�r�►�, tt N '�/Efl+t HWH TRAXXII 5Gfi2EW5 :+ :QQ. 9':9 NO. .� % pOCUN1EN� SEAL % ' N0.14241 ;y}: , •*: * :PROFESSIONAL:*; 15"O.G. . f1e .:*; PROFESSIONAL NO. I I I o8 15"D.G. r,/,9`'•�/(. !NQ.'v s' ��'GlNti�P " tp 1D'-O" 6"O.C. fttth�3,GCA 0��- FOS CARO � +h t`h4�M.SSI1'-8" 5"O.G. 2 I/2"-x 112"GORRUGATED t A ROOF COVERING#B SELF :5!!J 0 plan No. `r�J "6o3L 3 CHART � DRILLING GRABBER �- A-3 SCALE: N.TS. 5GREN5 AT 10"D.G. q'-1D IIIIB" pproved By Richard L Bullock 31/2"METAL ROOF BRACING •— Modular Building Plans Fxamtner Florida Certificate FASTENED WITH(2)- #10 SELF DRILLING GRABBER 5GREN5(1) INTO EACH FLANGE 15-8" —— 2 1/2"x 1/2"GORRUGATED ROOF p COVERING FA5TENED WITH#b SELF iv DRILLING GRABBER 5GREN5 AT 10" O.G. Q Y m : � N I I ( I 3 I/2"METAL I ! , 3METAL I I \Z3 5TEED O " METAL ROOF F F RAFTER L 2'-0" L 2'-0" L 2'-0" L 2'-0" I� --�� WITH(2)- #10 5ELF ROOF ROOF DRILLING GRABBER FRAMING PRAMING 5GREN5(1) INTO EACH 3 50ALE: 1/4" = 1'-0" A-3 50ALE: 1/4" = P-O" FLANGE REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GODS WITH THE 200ci SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. LARK BUILDERS TH15 DRANINO 15 NOT VALID DATE: 3/3/0`1 SHEET METAL 5HED PLANS-150 MPH UNLE55 516NED IN PURPLE INK. 6q FLORIDA# 15601 1000 SOUTH BELCHER ROAD 40q DIXON STREET DRAWN BY: JDA A I INDIANA#20338 51-06-A/UNIT#11 VIDALIA,GEORGIA 30474 CHECKED BY: FSG .L1 m LOU151ANA# 20548 LARGO,FLORIDA 33111 (800)841-7844 !A1 M1551551PPI#8`125 VOICE: 721-524-IgO5 5GALE: A5 NOTED N.CAROLINA# 11108 FAX: 121-524-12gci TEXA5#54100 ROOF FRAMING PLANS N.O.NO: 85-223L 5 OF 11 2 I/2"x 112" CORRUGATED AREA FOR APPROVAL STAMPS ROOF GOVERING FASTENED - —�— —� AFiO Ott, WITH #8 5ELF DRILLING +1, GRABBER 56REW5 AT 10"O.G. . i, *25t 0• INVl I i {C .pP� G` i ALUM. WINDOW SIZE 'q S A , : "APPROVED'1 tC/y 1� yAND LOCATION :* No. 11108 `*: + G "�y, DETERMINED BY. % - DOCUMENT Tg)e of��yy OWNER Q0 _ ALUMINUM t'!h S►.C,.. BASE TRIM 2 1/2"x 1/2" GORRU&ATED OR LAP SIDING WALL GOVERING FA5TENED WITH#8 5ELF DRILLING GRABBER SCREWS AT 12"O.G. 7j O 6q1 e Plan No, 4x6 P.T.5YProved `' #2 5KID 2 fs►1 I.(Qf V Richard I—Bullock A'4 5GALE: 1/4" = I'-0" 1,odular Building Plans Examiner Florida Certificate VARIE5 2 A-10 2 112"x 112" CORRUGATED ROOF COVERING FASTENED WITH #43 5ELF DRILLING GRABBER 5CREW5 AT 10"O.G. ALUM.WINDOW SIZE AND LOCATION DETERMINED BY OWNER ,La � ' ALUMINUM 5\STE,q BA5E TRIM —, N0.14241 PROFESSIONAL �NGINE���� 4x6 P.T.5YP 2 112"x 112" CORRUGATED 0 O S. C AFP #2 5KID LAP 51DIN6WALL GOVERING ALUMINUM DOOR 51ZE FA5TENED WITH#8 5ELF DRILLING AND LOGATIONlLV�'�`I�N GRABBER 5GREW5 AT 12" O.G. DETERMINED BY OWNER A-4 5GALE:114" - 1'-0" SEE SHEET A-& $ A-1 FOR 510E AND ENDY4ALL 5ECTION5 REV BY DATE IIESGRIPTION THESE PLANS}"PERE DESIGNED IN ACCORDANCE Y41TH THE 2001 FLORIDA SWLDINCG CODE INITH THE 20041 SUPPLEMENTS FOR A THREE SECOND 6U5T OF 150 MPH. C ��� �� �• •�.S• LARK BUILDERS THI5 DRAWING 15 NOT VALID DATE: 3/3/O9 SHEET METAL SHED PLAN5-150 MPH UNLE55 516NED IN PURPLE INK. 69 FLORIDA# 15601 1000 SOUTH BELCHER ROAD 409 DIXON 5TREET DRAWN BY: JDA A 41 INDIANA#20338 506-A/UNIT#11 viDALIN OEORUTA 30414 GHEGKED BY: FSC Ll LOU151ANA#20548 LARGO,FLORIDA 33111 (80p)841-1844 ���!!!! - 4 M1551551PPI#50125 VOICE: 121-524-Ig05 SCALE: 5 NOTED TEXA5#5410pII108 FAX: 121-524-I29q STANDARD ELEVATIONS .3��y /�.., W.O.NO: 85-003L 6 OF 17 v5 AREA FOR APPROVAL STAMPS ��� CARO��q TT 'r . 0P oF'ESsrptiq>9 r2 1/2" x 1/2" .....���� S , CORRUGATED ROOF -g•_ CAR'4, SEA GOVERING FASTENED O •.•• ' ••• 04, — G1STp .• r �* N0;11108 : WITH #8 SELF DRILLING p GRABBER 5GREW5 AT s Q o �� N01 �4rr QUO HGIN� O�t'= 10" O.G. PRO t 892�5�L uAP ;UUEDrt 21/2"X 1/2" I '' ��.. Q: = DOCUMENT CORRUGATED OR STEP r,`��gr•�vlNf_E••\QQ_= ALUMINUM DONN FASTENS L W TO BRSELF BASE TRIM DRILLING GRABBER 5GREW5 AT 12"O.G. 41 1 YC'\5 T E to / Plan No.8s Q 3 F� proved By N0.14241 * Richard L.Bullock 4x6 P.T. STEEL DOOR 51ZE AND LOCATION * PROFESSIONAL odulur Building Plans Examiner Florida Certificate limp WQ DETERMINED BY OWNER Q v SKID TURN AROUND ROOF 9�O GIN-'. � r ELEVATION S. SAP 2 1/2"x 1/2" GORRUGATED ROOF COVERING FASTENED WITH #8 SELF DRILLING GRABBER 5GREW5 AT 10"O.G. ® ALUM. WINDOW 51ZE AND LOCATION DETERMINED BY OWNER LA L J ALUMINUM BASE TRIM 4xb P.T. 2 1/2" x 1/2" CORRUGATED OR STEP DOWN SKID TURN AROUND ROOF WALL GOVERING FASTENED WITH #8 SELF I ELEVATION DRILLING GRABBER 5GREW5 AT 12" O.G. A-5 56ALE: 1/4" = I'-0" 5EE 5HEET A-5 $ A-q FOR 51DE AND ENDNALL 5ECTION5 REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200-1 FLORIDA BUILDING CODE WITH THE 20011 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. D, C���� L,L; PA., P.L.S. LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/0q 5HEET METAL 5HED PLANS-150 MPH UNLE55 SIGNED IN PURPLE INK. DRAWN BY: JDA 41 FLORIDA# 15601 338 TODD SOUTH IT#11 R ROAD ALI DIXON STREET GHEGKED BY: FSG 241 INDIANA#20338 BLDG-A/UNIT#II VIDALIA,GEORGIA 30474 1-1 L01151ANA#20548 LARGO,FLORIDA 33111 (boo)841-1844 A - rp M1551551PPI#81125 VOICE: 121-524-1905 SCALE: AS NOTED N.TEXA5#5410011108 FAX: 121-524-12119 TURNAROUND ELEVATIONS W.O. NO: 85-0031- 7 OF 17 . V � Ea 9 t5 fi! 3 1/2" METAL HEADER FASTENED PV 3 1/2" METAL ROOF BRAGING FASTENED 3 1/2" METAL ROOF RAFTER AREA FOR APPROVAL STAMPS 3 1/2" METAL (2) #10 SELF DRILLING GRABBER W/(2) #IO SELF DRILLING'GRABBER SEE CHART 3/A-3 FOR N0.14241 TOP PLATE 5GREW5(1) INTO EACH FLANGE FA5TENING TO TOP PLATE ROFESSiONAL * SCREWS(I) INTO EACH FLANGE Q/„ 3 1/2" METAL WALL `� " BRAGIN6 FASTENED y�.OS WITH(2) - #10 SELF .- WALL DRILLING GRABBER STUD FASTENED W/ VARIE SGREW5(1) INTO pp11n1 I�IIJ! (2) - #10 SELF DRILLING TYP: EACH FLANGE » �.:..... u [ r GRABBER SCREWS(I) INTO �� EACH FLANGE AT RUNNERS -o ..F Es s, - �UiVtENS 3 I/2" METAL LATERAL Q I :4 SEAL ` BRACE FASTENED W/ Ell � -- -— %* ' NO. 11108 : (2)#10 SELF DRILLING si GRABBER 5GREW5(1) O 'rie 9F��'G I NE�Q,. INTO EACH FLANGE m y0 S..CAPOSI_ ale 1111169 Plan No. pproved By 4x6 P.T.5YP P.T.2x RIM JOIST -SIDE /WALL 24" 24" 3 112"METAL BOTTOM PLATE Richard L.Bullock . # 2 SKID SEE CHART 2/A-2r5-,\ FRAMING FASTENED WITH 5/16"(P x 4" LONG odular Building Plans Examiner Florida Certificate A-6 SCALE: 1/4" = 1'-0" LAG 5GREW AT 16"O.G. INTO ,L HEADER 3 1/2" METAL WALL STUD FLOOR J015T N/(2) #10 SELF FASTENED W/(2) #10 SELF 3 1/2" METAL ROOF RAFTER 3 1/2" METAL WALL STUD FASTENED IN/(2) RABBER SCREWS DRILLING GRABBER SCREWS SEE CHART 3/A-3 FOR #10 SELF DRILLING GRABBER SCREWS(I) :H FLANGE GRABBER 5GREW5(1) INTO EACH FASTENING TO TOP PLATE INTO EACH FLANGE AT RUNNERS 12 FLANGE 12 3.15 3.15 3" 12 3 1/2" METAL 3" 3.75 31. LATERAL BRACE FASTENED W(2) #10 SELF DRILLING GRABBER SCREWS(1) INTO EACH FLANGE 3 1/2" METAL WALL O BRAGING FASTENED p :o �o WITH(2) - #10 SELF d) DRILLING GRABBER 50REW5(1) INTO EACH FLANGE Q 3 1/2" METAL BOTTOM _ G RDip)v PLATE FASTENED W/ P.T. 2x RIM J015T 5/I6"m x 4" LONG LAG P.T.2x RIM J0I5T 24" SEE CHART 2/A-2 24 5GREW AT 16' O.G. 4x6 P.T.SYP $925 TYP. SEE CHART 2/A-2 TYP NO. END WALL INTO RIM JOIST #2 SKID END WALL :,*';PROFESSIOT� 2 FRAMING 1 FRAMING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH,THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. CARDWELL P.E. P.L.B. LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/09 SHEET METAL SHED PLANS-150 MPH UNLE55 SIGNED IN PURPLE W. 469 FLORIDA# 15601 1000 SOUTH BELCHER ROAD 409 DIXON STREET DRAWN BY: JDA 241 INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,GEORGIA 30474 CHECKED BY: FSG �. LOU151ANA#20548 LARGO,FLORIDA 33711 (500)841-7844 M1551551PPI#8925 VOICE: 127-524-1905 N.CAROLINA# 11108 FAX: 121-524-1299A.0. S NOTED W.O. NO: 8 OF. Il TEXAA5#54100 STANDARD WALL SECTIONS ON SKIDS 3-6--0 9 85-003L 3 1/2" METAL HEADER FASTENED W/ 3 1/2"METAL ROOF BRAUN&FASTENED 3 1/2'METAL ROOF RAFTER SEE AREA FOR APPROVAL STAMPS 3 112" METAL WALL (2)#10 SELF PRILLIN6 GRABBER W/(2)-#10 SELF DRILLING GRABBERGHART 3/A-3 FOR FA5TENIN6 STUD FASTENED W/ BREWS(1) INTO EACH FLAN6E 5G P6(I) INTO EACH FLANGE 7 TO TOP PLATE 2)-#10 SELF DRILLING GRABBER 5GREW5(1) 3 I/2" METAL WALL INTO EACH FLANGEIaJ BRAGIN6 FASTENED AT RUNNERS 01 WITH(2) -#10 SELF 3 I/2" METAL LATERAL DRILLING GRABBER SRAGE FASTENED WITH 5GREW5(1) INTO - #10 SELF DRILLING ARIES EACH FLANGE 6RABBER 5GREN5(1) NP' {r}1!�j INTO EACH FLAN6E 3 I/2" METAL r�r fS es• �� V* 3 112" METAL O - , BOTTOM PLATE TOP PLATE O (z ��,�s TE9 tJ V LU lYl l HILTI KWIK BOLT MIN. 7 - W " 5 1/2" EMBEDDED THE GONG.AND 13/4" p * N0.14241 PROFESSIONAL N.ED&E DISTANCE AT m Ib"O.G. iz 11 q E�4'w Ij _r .. F tiG1N v _ SIDE WALL _ i - ~ MEMO CAA :...t::_� —Plan NoMONOLITHIC.GONG.FTGJELL rte. �� - aI�' W/2- 5' 3RI�11 IIM" — I — Approved By I1��I I- I-1 I L # s CONT.(TYP,) - i-i i`I — I Richard L.Bullock A-? SCALE: 1/4" = 1'-0" Modular Building Plans Examiner Florida Certificate RMP _f " METAL HEADER 3 1/2"METAL WALL SND FASTENED W/(2) 3 1/2" METAL ROOF 3 112" METAL WALL 5TUD FASTENED W/(2) -ENED WITH(2)- #10 SELF DRILLIN6 ORABBER 5GREW5(1) RAFTER SEE GHART - #10 SELF DRILLING GRABBER 56REW5 (1) SELF DRILLIN& INTO EACH FLANGE AT RUNNERS 3/A-3 FOR INTO EACH FLANGE AT RUNNERS 3BER 5GREW5(I) 12 FASTENING TO TOP 12 EACH FLANGE 3.-15 3„ PLATE 3., — 3„ 3 112"METAL LATERAL 1ETAL BRACE FASTENED WITH. RAGING (2) - #10,SELF DRILLING ED WITH 6RABBER 5GREW5(I) 5ELF O INTO EACH FLANGE 24" 24" O 6 O (� 3 1/2"METAL - =R a dJ BOTTOM PLATE (I) - HILTI KWIK BOLT MIN. 1/2" GH O W/5 1/2"EMBEDDED IN THE GONG.AND 13/4 O m MIN.EDGE 015TANGE;AT ss7 ., ..+�+++ " 16"O.G. .AO'i+t'� - - _ MONOLITHIC GONG,FTG. 11 =1 1 fo?9 2�ire, z _ �_- I i_ Ii MONOLITHIC GONG.FT&. - - r1 =1 <• � _ yy/2-#5 s CONT.(TYP J 1a7(ll I I I L- — ill-I IL - -1 I I �(ii- E A L4 L ��� W/2-#5'S CONT.(TYP) :711 z ILLI 1i-' r �� % —..-... I o° END WALL NO. 11108 :' Q 1' Q° END WALL ESSIO 2 1=RAM INCA -,, .F� - 1 #rR,4M_INC '•,, �=.m �.. i A-7 SCALE: 114" M- I`-O" , 4 A-� SCALE. 1/4" = 1'-0" '00,�qr'.GINe + O r' + F p AV BY I DATE DESCRIPTION THESE PLAN1S�WERE DESI&NED IN AGGORDANGE W1TH THE 2001 FLORIDA BUILDING GORE MI1TH THE 204Q SUPPLE�veM FOR A THREE 5>'� OND 6U5T OF 150 MPH. �. Cii�1R�W L.L.., P.M., P.L.S. TARK.DBUILDERMIN 3 UNLESS SIA N1NO ED IN NPIp1RPLEL D DATE: 3/3/oq SHEET 46LI FLORIDA# 15601 1000 SOUTH BELCHER ROAD 40q DIXON 5TREET DRAWN BY: JDA AA ?41 INDIANA#20338 506-A/UNIT#11 VIDALIA,&EOR61A 30414 GHEGKED BY: F56 .LL ti L01151ANA#20548 LARGO,FLORIDA 33'7'11 (boo)541-1844 X99 111 MI551551PPI#8825 VOICE: 721-524-IgO5 SCALE: A5 NOTED T XXAAS 541100�n1ob FAX: 721-524-12gg STANDARD WALL SECTIONS ON CONCRETE 3"� KO,NO: 85-o03L' a of 11 AREA POR APPROVAL STAMPS 3 1/2" METAL ROOF RAFTER 3 112"METAL HEADER SEE CHART 3/A-3 FOR ~� 12 3 FASTENED WITH(2) - FASTENING TO TOP PLATE 3, \� 3„ #10 5ELF DRILLING 3 1/2"METAL WALL BRACING GRABBER 5GREW5(1) •meg`G zit?t4F1. FASTENED WITH(2)-#10 5ELF INTO EACH FLANGE 0 Q{ '; DRILLING GRABBER SCREW5(1) ;1S7�r9�%�<t�t INTO EACH FLANGE w N n i NO.8925 ` : " j`'t•"c1OVGDrr 3 I/2"METAL LATERAL BRACE 'ROFESSIONAL: FASTENED WITH(2) -#10 5ELF O INTO EIAGH RBBER 50REW5(1) i Gti S T q , D C)G u M EN 1 rF' • .:. ..•��QQ� +SFLAN6E 42, OF MiSS%S-,r 3 I/2" METAL WALL STUD O * NO.14241 FASTENED W/(2)#10 5ELF m PROFESSIONAL DRILLING GRABBER SCREWS{!) INTO EACH FLANGE AT �p �4'GfN �P RUNNERS S. �0� 4xb P.T.5YP vDE1WALL 24 P.T.2x RIM JOIST G #2 SKID T ��w���*I TYP. SEE CHART 2/A-2 uat Plan No. 1��ii IV A-... .. APP � ed By A—;--,/. 3 I/2"METAL HEADER 3 1/2"METAL ROOF 3 1/2" METAL ROOF Richard L.Bullock _ HEADER 3 I/2"METAL ROOF 3 1/2" METAL ROOF BRACING FASTENED WITH(2) - RAFTER SEE CHART BRAGING FASTENED W ar Building Plans Examiner Florida Certificate 9Mp 00; IITH(2) #10 5ELF RAFTER SEE CHART FASTENED Wl(2)-#10 5ELF #10 5ELF DRILLING 3/A-3 FOR FA5TENINCG (2)-#10 SELF DRILLING :ABBER 5GREW5 3/A-3 FOR FASTENING DRILLING GRABBER 5GREW5 3 1/2" METAL GRABBER SCREWS(I} TO TOP PLATE GRABBER 5GREW5(1) H FLANGE TO TOP PLATE (I) INTO EAGH FLANGE TOP PLATE INTO EACH FLANGE INTO EACH LANCE — 3 1/2"METAL WALL BRACING FASTENED WITH(2) - #10 5ELF DRILLING GRABBER SCREWS(1) INTO EACH VARIES ARIESFLANGE TYP. TYP: 3 1/2"METAL LATERAL 4'-0" i4 BRACE.FA5TENED W/(2) O - #10 SELF DRILLING — GRABBER 5GREW5 (1) 3.1/2°METAL °3 INTO EACH FLANGE 1z TOP PLATE 3 112"METAL KALL STUD FASTENED W/'(2)=f Q Q #10 5ELF DRILLING in `` "`�++++ GRABBER SCREWS (I) B R0<i t4-Ij � INTO EACH FLANGE AT •'S �' t 24 Q 'Fti DN 4 tt -a RUNNERS �4� P.T.2x RIM J015T 4xb P.T.�ra SEAL e, P.T. 2x RIM JOIST 3 1/2"METAL BOTTOM P• SEE CHART 2/A-2 SEE CHART 2/A-2 #2 SKID END WALL 4xb P.T.5YP PLATE FASTENED WITH END WALL A (i.l/! #2 SKID 5/16"0 x 4" LONG LAG �i A #� �t.. ti '• � 5 f+1 IIV4� SCREW AT 16" O.G. INTO b F;eAMM11N h 9' �G•rIN� A-5 5G' u.-- t{` REV BY RATE — DESGRlPTION A-8 SCALE: IJ4" - I'-0" FLOOR JOIST ALE: 1J4" = I D GP . - THESE PLANS WERE DESIGNED IN ACCORDANCE INITH THE 200'7 FLORIDA HUILDING GORE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND ISUST OF 150 MPH. GADWI I lo, �.�,CJ, LARK BUILDERS TH15 DRAWINf> 15 NOT VALID DATE: 3/3/oq SHEET t METAL 5HED PLAN5-150 MPH UNLE55 516NED IN PURPLE INK, DRAWN BY. JDA 4bg FLORIDA# 15601 1000 SOUTH BELCHER ROAD .4oq DIXON 5TREET 41 INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,6EOR61A 30414 CHECKED BY: F5C12i • LLIU151ANAI 20548 LARGO,FLORIDA 33111 (800)841-1844 5GALE: AS NOTED MISSISSIPPI#80125 VOICE: 121-524-1905 N.rAROLINA# 11105 FAX: 121-524-12gci TUWAR0�4NQ WALL SECTIONS ON SKIPS .�L--oY W.O.NGi as-003L 10 OF 11 -�N �nrrp ' tt t�� )P •'FESS: 0 .Q SEAL 3 I/2" METAL HEADER FASTENED W/ 3 1/2" METAL ROOF BRAGING FA5TENED 3 1/2"METAL ROOF RAFTER AREA FOR APPROVAL STAMPS NO. 11108 :*3 1/2 METAL (2) #10 SELF DRILLING GRABBER SEE CHART 3/A-3 FOR TOP PLATE W/(2) #10 5ELF DRILLING GRABBER FASTENING TO TOP PLATE . . Q.•„ _ 5CREW5(1) INTO EACH FLANGE 5GREW5(1) INTO EACH FLANGE INS '�i�� 'O OSS_= 3 1/2" METAL WALL BRACING FASTENED WITH(2) - #10 SELF 3 1/2" METAL WALL DRILLING GRABBER STUD FASTENED W/ VARIE 5CREW5(1) INTO NDI tl 2) - #10 SELF DRILLING TYP. EACH FLANGE "A'70RDVED iRABBER SCREWS(I) INTO :AGH FLANGE AT RUNNERS 4'-p" o G O C U M EN � F1 i P�G�S 7 I I/2"METAL LATERAL _4� F0 SRAGE FA5TENED PV — — 2) #10 5ELF DRILLING N0.14241 CRABBER 50REW5(1) O PROFESSIONAL ITO EACH FLANGE m G/NESP� 'r v -,;?11116,q Plan No. �t<` � Q � le proved By S' C ARS Richard L.Bullock 4x6 P.T. 5YP P.T.2x RIM-1015T SIDE WAALL 24" 24" 3 1/2" METAL BOTTOM PLATE odular Building Plans Examiner Florida Certificate WP #2 SKID 5EE CHART 2/A-2 3 FRAM INCA FASTENED WITH 5/16"CP x 4" LONG LAG 5GREW AT 16"O.G. INTO . HEADER 3 1/2"METAL WALL STUD FLOOR J015T /(2) #10 SELF FASTENED W/(2) #10 SELF 3 1/2"METAL ROOF RAFTER 3 1/2" METAL WALL 5TUD FA5TENED W/(2) AABBER SCREWS DRILLING GRABBER 5GREW5 5EE GHART 3/A-3 FOR #10 SELF DRILLING GRABBER 5GREW5(1) i FLANGE GRABBER 5GREW5(I) INTO EACH FASTENING TO TOP PLATE INTO EACH FLANGE AT RUNNER5 12 FLANGE 12 3.15� 3" 3 I/2" METAL 311. 12 3.. LATERAL BRAGE FA5TENED W/(2) #10 SELF DRILLING GRABBER 5CREN5(1) INTO EACH FLANGE 3 1/2" METAL WALL O Q BRACING FASTENED p o WITH(2)- #10 5ELF DRILLING GRABBER 5GREW5(1) INTO EACH FLANGE In 3 1/2" METAL BOTTOM _ !y PLATE FA5TENED W/ s E9F'•• �I 5/16"(P x 4"LONG LAG . P,T. 2x RIM JOIST 24" P.T.2x RIM JOIST 24 ; N0.8925 SEE CHART 2/A-2 P. SCREW AT Ib"O.G. 4x6 P.T.SYP 5EE CHART 2/A-2 TYK S 1PROFEESSIONAL INTO RIM J015T #2 SKID END WALL ' AM INCA ' 2. FR1 FR ND 4M INCA �''�•s�9�"� N��P:Q REVBY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE 5ECOND GUST OF 150 MPH. �. CARDWELL, fo.E., PL.6 LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/Og 5HEET METAL SHED PLANS- 150 MPH UNLE55 SIGNED IN PURPLE INK, 4661 FLORIDA# 15601 1000 5OUTH BELCHER ROAD 4061 DIXON 5TREET DRAWN BY: JDA 41 INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,GEORGIA 304'14 CHECKED BY: F5G LOUISIANA#20548 LARGO,FLORIDA 33111 (eoo)841-1844111111 ® M1551551PPI#8825 VOICE: 121-524-Ig05 5GALE: 5 NOTED N.CAROLINA# 11108 FAX: 121-524-12gq TEXA5-#54100 TURNAROUND WALL SEGTIONS..ON CONCRETE 3-i-e W.O. NO: 85-003L 11 OF Il AREA FOR APPROVAL STAMPS 5EE CHART#/A-3 OR (2) -.410 SELF DRILLING 3 I/2" METAL 3 I/2" METAL ### FOR FA5TENIN6 6RAE35ER 5GREW5(1) GRO55 BRAGE WALL 5TUD 3-)'Y" METAL BOTTOM 3 1/2" METAL WALL TQ.rQF,PLATE INTO EACH FLANGE PLATE ATTACHED W/ 5TUD FA5TENED HILTI KKK BOLT MIN. I/2" WITH (2) - #10 SELFOP 'F E`s s;; W/5 1/2" EMBEDDED IN DRILLING GRABBER = .q "o'•,i '� THE GONG. AND 1 3/4" 5GREW5 (1) INTO MIN. EDGE DISTANCE AT EACH FLANGE :* NO. I 1 i r W s NDS I6" O.G. � r'';' (2) - #10 SELF DRILLING MONOLITHIC GONG. FTG. �5�q'.Fi�,G 3 I/2" METAL GRABBER 5GREW5(1) INTO �� W/2-#5's CONT.(TYP) 4,F0 ';•.'�,`.•V: y� ROOF EACH FLANGE APPROVED" ::_,;= RAFTER DOCUMENT P.T.2x FLOOR 3 I/2"METAL /•. I=1 �- �—III—•— •\ I I=III—I m J015T 5EE LATERAL BRACE CHART 2/A-2 te 3 7 Plan No. "Uo3� �i GIST! `I Q proved By _'sd�csru'°4— 4x P.T.SYP SECTION 3 I/2"METAL Richard L.Bullock * NO.14241 #w. KID A�p 5GALE: 1/4" = 1'-0" 50TTOM PLATE odular Building Plana Examiner Florida CertiBrete SMP 00 PROFESSIONAL 3 1/2" METAL BOTTOM F Q• 3 1/2" METAL 3 1/2"METAL PLATE FASTENED WITH 5/16"m x 4"LONG LAG 'F 4'GIi�E� ` 3 1/2" METAL WALL F �� ���J ROOF RAFTER WALL BRAGIN6 � �• 5GREW AT 16"O.G. INTO 5TUD FASTENED WITH S.. CA RO 12 RIM J015T (2) - #10 SELF DRILLING 3" 1315 3.. 20 6A, x 1-1/4"WIDE 5TRAP 6RABBER 5GREW5(1) RUN FROM ANGHOP UP WALL INTO EACH FLANGE 5TUD AND FA5TENED TO THE 3/4" FLOORING 5TUD WITH(9) -#10 5ELF (PLY OR T46) DRILLING GRABBER 5GREW5. -7 W-O" MAX. 3 1/2" METAL O WALL 5TUD o 3 1/2" METAL FIN15H Q � � HEADER 3/4" PLYWOOD I-I�I—I�I--=-- •- �— —I�I—I�I- `����•.F� �►� rc� FLOORING I'-4"x4"x4" —1 Ow, 5THICK MIN. - 1 II"�I 'SioyAL S 4x6 P.T.SYP P.T.2x FLOOR ALUMINUM 1I=I Iyr- �,'�. #2 SKID SIDING -1I I-i IIIFOOTERQ:' .s J015T 5EE III— III-1� T'NG i tJ�,.•' �4 c END WALL CHART 2/A-2 3 SECTION It ATF OF 1141 I SECTION A-10 SCALE: I/4" = I'-O" REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENT5 FOR A THREE SECOND &U5T OF 150 MPH. >�•L•Cj• LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/09 SHEET CA�DWE:��, P.M., METAL SHED PLANS-150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY: JDA 169 FLORIDA# 15601 1000 SOUTH BELCHER ROAD 409 DIXON 5TREET 41 INDIANA#20338 131-06-A/UNIT 011 VIDALIA,6EOR61A 30414 GHEGKEP BY: F5G t, ® L01151ANA#20548 LARGO,FLORIDA 33111 (wo)841-1544 SCALE: AS NOTED 111fff/// M1551551PPI#8925 VOICE: 121-524-1905 TEXA5N. #5410011108 FAX: 121-524-1299 SECTIONS AND ANCHORING DETAILS K.O. N0: 85-003L 12 OF Il #16 SELF DRILLING AREA FOR APPROVAL STAMPS 21LLING 3 1/2" METAL GRABBER 5GRE1`45(1) 3 1/2" METAL iGREN5 WALL 5TUD 5GREN INTO EACH WALL STUD JTO 3 1/2" METAL FLANGE 5E BOTTOM PLATE 5.1/2" BOTTOM 5/16" x 4" LAG 5GREN PLATE GONT. ° I6" O.G.AGR055 51DE 3/4" FLOORING 4 END NALL5 INTO 2x6 (PLY OR Td G) N D RIM JOIST "APPROVED' HEADER SEE CHART 2/AOR T CONTINUOUS 2 DOCUMENT UOUS SEE 2x BLOGKING BETWEEN pp CHART 2/A-2 5KID5 SEE CHART 2/A-2 n 4xb P.T.5YP#2 F SKID BEYOND 5/16"x 4" LAG SCREW 16" O.G. Q o 2x4 5YP#2 FLAT ACROSS 51DE d END WALL5 INTO * N0.14241 BELOW DOUBLED. 2xb CROSS MEMBERS PROFESSIONAL * 2x's 4 T O ^ �1�'v 2 SECTION 7y Pian`No� SrCTION rt< fGlNE� v to A-I I SCALE: I I/2" = I'-O" S• C ARS A-I pproved By Richard L.Bullock Modular Building Plans Examiner Florida Certificate R I FULL WIDTH FLOOR J015T (FRONT HEADER) SEE CHART 2/A-2 FLOOR J015T -'�N CA f?p _ +tSEE CHART P ' as,'6*-. r, 2/A-2 Q. s •� rr :a .SEAL * NO. 11108DBETV4E 3---HKIEN �?p) ,4r,9F!1! 3 PIECE 5D5 ---------- HEADER EADER �fit, S• C APO - �;` (2)-5/16"x 4" LONG LAG 5GREN THROUGH (1)2x4 5YP#2 RIM INTO SKID 5/1 BOTTOM 51MP50N 14 6" x 4" LONG LAG HEADER O h 5GREN THROUGH EACH ( H-3 OR H-5 �_ g.CAq J;.'r, 4x6 P.T.5YP k, ,,G\5 T F4 rr `,rr/ 1 JOIST INTO EACH SKID #2 SKID k�;'Q Fo 4xb 5YP#2 ' N0.3325 P.T. 5K.ID (3)PIECE HEADER ATTACHED TO SKIDS i . ! (NP.FRONT d REAR OF UNITS) PROFL�SK�N 1L: 3 ISOMETRIC �4 �;y c?r' SKID TO JOIST FA5TENING r, sT .. G►�,�:• ,�Q_= 1 ISOMETRIC A-II SCALE: N.T.5. OF Mlss�'�= A-II SCALE: N.T.S. REV BY DATE DESCRIPTION THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH fo-E., P.L,,5, LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/Oq SHEET METAL SHED PLANS-150 MPH UNLE55 5I6NED IN PURPLE INK• 46q FLORIDA# 15601 1000 SOUTH BELCHER ROAD, 40q DIXON 5TREET DRAWN BY: JDA + ?41 INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,GEORGIA 30414 GHEGKED BY: F5G 1 LOUISIANA#20548 LARGO,FLORIDA 33111 (800)84I-1844 IE M1551551PPI#8825 VOIGE: 121-524-1405 SCALE: A5 NOTED N.CAROLINA# 11108 FAX: 121-524-12g4 DETAILS 3-"Ei—'0 - W-O.NO: 85203L 13 OF 11 AREA FOR APPROVAL STAMPS CARO��irr :2e� 9<'• ri �G\STEq 0 -�Og.CAR� : SEA0- -J N0.14241 •��sTE9F rr 11108 •� : e :� :e`` Fo.:�` '. S� '•. NQI �c E�: _ * PROFESSIONAL N0.8925 rr 9' ..PQO FNG I NE�Q �i sI.:61' EQ: clr�E .. eQ _ DOCUMENT 4x6 5YP#2 P.T.SKIDS 6� S. CA��� WITH 1 1/2"WIDE 1 1/2". DEEP NOTGHE5 AT 16"O.G. ENTIRE LENGTH OF 5KID5 TO ACCOMMODATE FLOOR JOISTS(TYP.) 6p.G• �jP�-rya gL le 3 // a y Plan No. p L• Proved B,. Richard L.Bullock to odular Building Plans Examiner Florida Certificate SMP 003 to m \2 M`N JPR��S 12"LAP 5PLIGE FA5TENED WITH(6) -5/16"x 4"LAG 5GREW5 ON OUT 51DE AND(3) 5/6"x 4" LAG 56REW5 IN51DE TYR SKID NOTCH AND SPLICE n SKID ISOMETRIC A-12 5GALE: N.T.5. 2x P.T. RIM JOIST 5EE CHART 2/A-2 . NOTCH OR,DADO 1 1/2" WIDE x 1 1/2"DEEP AT 16"O.G. m FOR FLOOR J015T ENTIRE LENGTH OF SKID u5 - 5EE DETAILS 2AND 3/A-II SKID 1 DEti41L A-12 5GALE: N.T.5. REV BY 1 DATE DE5CRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH'THE 2001 FLORIDA BUILDING CODE WITH THE 20011 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. S• C4RDWEL. . P.M., P.L..S. LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/o9 SHEET METAL SHED PLANS-150 MPH UNLE55 51GNED IN PURPLE INK. 4466 FLORIDA# 15601 1000 SOUTH BELGHER ROAD 409 DIXON STREET DRAWN BY: JDA 241 INDIANA# l2035b205 BLDGO /UNIT#11A VIDALIA,GEORGIA 30474 GHEGKED BY: F5G LOUISIANA#20548 LARGO,FLORIDA 33111 (800)841-'1844 M1551551PPI#8925 VOICE: 121-524-1905 TEXAS#541005GALE: 5 NOTED N.GAROLINA# 11108 FAX: l21-524-1299 DETAILS —�—Q � W.O.NO: 85-0031- j 14 OF 11 20 6A,3-5/8"METAL STUD AREA POR APPROVAL STAMPS (2) BUILDEX 10-16x1"TEK5. PANHEAD 5GREW5 WITH 20 GA. 3-5/8"METAL STU #3 � DRILL POINT FROM EACH (2)BUILDEX 10-16x1°TEK5 BRACE WEB INTO EACH PANHEAD SCREWS WITH#3 CARO STUD WEB DRILL POINT FROM EACH .��� ••..... -N�i2 ++ N0.14241 5TUD FLANGE INTO EACH �p¢,oF 'p9 9 ��� * *' '•�'f lC�+t PROFESSIONAL iv BRACE FLANGE `',a E AL k; ", Q �, cc App?T► Ui Doc CUT AND REMOVE 2" OFQ.'kr_. S, �IgTAQ FLPNGE AND LIP TO FOLD BACK 2" LONG WEB PIECE too S. CPQ- ARp >,+ FOR 56REWED CONNECTION aaaaaaaa``''-r: .r "i '4�a �SSEg �tf+++ ate j /1 6 Plan No. PProved By NC5 gg2i Richard L.Bullock ' 25 i' {��}FESS ; i odular Building Plans Examiner Florida Certificate IMP 00 20 GA.3-5/8'METAL STU f'++ sr` ,vG I N�,•5C' +v OF WS BRACE TO BAGK5IDE OF 5TUD CHANNEL}r� FA5TENING OF BRACE INSERTED INTO STUD CHANNEL 4 nETi41 L A-13 ,SCALE: 3" = !'-0" —— FA5TENING TO TOP TRACK 51MILAR 20 GA.3-5/8" METAL TRU55 20 GA. 1-1/2"METAL TOP CHORD HAT CHANNEL 20 GA.3-5/ " METAL 5TUD 0 D-Ibxl"TEK5 (2)BUILDEX 10-ibxl"TEK5 REINS WITH#3 PANHEAD 5GREW5 WITH#3 FROM EAGH DRILL POINT FROM EACH 46E INTO TRACK FLANGE INTO EACH (2) BUILDEX 10-16x1"TEK5 PANHEAD Z BRACE STUD FLANGE 20 GA.3-518"METAL SCREWS WITH #3 DRILL POINT FROM 20 6A.3-5/8" METAL 5TUD HEADER TRACK EACH HAT CHANNEL FLANGE INTO EACH TRU55 TOP GHORD 3 aET14iL 2 1;ETi4IL I DETAIL _ AA-i3 5GALE: 3' = I �� —_0" A-13 SCALE: 3" REVBY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200"7 FLORIDA HUILDINCs CODE WITH THE 20041 WIFPLEMENT5 FOR A THREE SECOND GUST OF 150 MPH. ?• C����E<LwL, p•E<• •�..•C.�• LARK WILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/09 5HEET METAL SHED PLAN5-150 MPH UNLE55 5I6NED IN PURPLE INK. DRAWN BY, JDA 469 FLORIDA# 15601 1000 SOUTH BELGHER ROAD I40q DIx0N 5TREET 41 INDIANA#20338 BLDG-A/UNIT#(I VIDALIA,6EOR61A 30414 GHEGKED BY: F5G 13 LOUISIANA#20548 LARGO,FLORIDA 33711 (800)841-'1844 111 © M1551551PPI#8925 VOICE: 121-524-1905 5GALE: 5 NOTED N.CAROLINA# 11108 FAX:121-524-1299 DETAILS 3--6-c W.O.NO: 85-0031 15 OF 1-7 . TEXA5#54100 AREA FOR APPROVAL STAMPS 20 6A. 3-5/8" METAL 5TUD h Y. NO.8925 � i Si P'ROjVFESSIO�NAL• GAAp� S _ NDS 2 ;,os5- "APPROVED„ SEAM \ Aria DOCUMENT �� '�• FNG I N������ (2)BUILDER 10-16x1"TEK5 . of, "S: SV �GiSTE19 9 PANHEAD 5GREN5 WITH #3 Q o' ADRILL POINT FROM EACH :TAL STTUDUP N0.14241 TRACK FLANGE INTO EACH 20 6A.3-5/8" * PROFESSIONAL 5TUD FLANGE METAL TR ACK 3 DE 114 I L �'pF��G 1 NES pkv' le. Plan No. S. C ARG proved By A-14 SCALE: 3" = 1'-0" Richard L.Bullock 20 6A,3-5/8" METAL 5TU oduler Building Plans Examiner Florida Certificate SHE 00 (2) BUILDEX 10-16x]"TEK5 PANHEAD 56REN5 WITH #3 DRILL POINT FROM EACH ® STUD FLANGE INTO EACH BRACE FLANGE . (2)BUILDEX 10-16x1" TEK5 PANHEAD 5CREN5 WITH #3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH 5TUD FLANGE A 20 6A.3-5/8"AMETAL 2 DE I*A I TRAGKD��i�i A-14 5GALE: 3" = I'-0" FA5TENIN6 TO TOP TRACK 51MILAR REV BY DATE DESCRIPTION THESE PLANS WERE DESI6NED IN ACCORDANCE WITH THE 200.1 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH, `jf�M�DWI�.�� �, .� �.�.5. LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 3/3/OG SHEET METAL SHED PLANS-150 MPH UNLE55 SIGNED IN PURPLE INK. 46q FLORIDA# 15601 1000 SOUTH BELCHER ROAD 409 DIXON STREET DRAWN BY: JDA 41 INDIANA#20338 BLDG-A/UNIT#II VIDALIA,GEORGIA 30414 CHECKED BY: FSG LOU151ANA#20548 LARGO,FLORIDA 33111 (800)841-1844 MISSISSIPPI#8825 VOICE: 121-524-1805 14 14 SCALE: 5 NOTED TN.EXA5� 5410011108 FAX: l21-524-12gq DETAILS —`_Q N.O. NO: 85-003L 16 OF 1-1 AREA FOR APPROVAL STAMPS GUT AND REMOVE 2"OF (2) BUILDER 10-16x1"TEK5 FLANGE AND LIP TO FOLD PANHEAD 5CREN5 KITH#3 ?' BACK 2"LONG WEB PIECE DRILL POINT FROM TRACK FOR SCREWED CONNECTION (2) BUILDEX 10-16x1"TEKS !; CARD�lot WEB INTO TRACK WEB PANHEAD S6REN5 WITH#3 DRILL POINT FROM EACH NDI rrTEK5 NEi11 ® TRACK FLANGE INTO EACH ,ORACK FLANGE P 'po k o► PA AUSRENWi #3 DRILL POINT FROM EACH ppoFE ¢ f (� I^U ANT z TRACK FLANGE INTO EACH (� 0 DO It4t s' STUD FLANGE itlli r�OF \s TC Fd * .14241 PROFESSIONAL y to I d proved By, �__Plan No. dU3 L GUT AND REMOVE 2"OF 20 6A.3-5/8" S. CAa0 Richard L.Bullock (2)BUILDEX I0-16x1"TEK5 FLANGE TO FOLD BACK METAL 5TUD A PANHEAD 5CREN5 WITH#3 2"LONG NEB PIECE FOR 3 � TMaM(� odular Building Plans Examiner Florida Certilica:e +1fi DRILL POINT FROM TRACK 56RENED CONNECTION I -- NEB INTO TRACK NEB A-15 SCALE: 3"= 1'-0" — 10-16x1"TEK5 ® 20 6A,3-5/8= RENS WITH#3 METAL TRACK T FROM EACH 6E E INTO EACH (2)BUILDER IO-16x1"TEK5 _ `. .FES 5 AR 0���2 to PANHEAD 5GREN5 KITH#3 0 :QO 1 y:9 li DRILL POINT FROM EACH = SE TRACK FLANGE INTO EACH ; r NO. 11.108 5TUD FLANGE 4rrr tt`NC IN (2)BUILDEX 10-16x!"TEK5 tttq CAp w PANHEAD 5GREN5 KITH#3 DRILL POINT FROM EACH TRACK FLAN6E INTO EACH TRACK FLANGE D 20 6A.3-5/8" METAL 5TUD a21s DETA I L o" I DETf4 __' A-15 SCALE:3' = I'-O' REV BY DATE DESCRIPTION THESE PLANS YYERE DE21&NED IN ACCORDANCE HATH THE 2001 FLORIDA 15UIMNS CODE W1TH THE 20001 SUF'PL.EMENTS FOR A THREE SECOND OUST OF 150 MPH. C� �� I I �. �.�.G�'. LARK BUILDERS THI5 DRANINta 15 NOT VALID DATE: 3/3/09 5HEET METAL 5HED PLANS-150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY: JDA 69 FLORIDA# 15601 1000 5OUTH BELGHER ROAD 40c1 PIXON STREET A 1 I INDIANA#20338 BLDG-A/UNIT#11 VIDALIA,GEORGIA 30414 GHEGKEF BY: F56 11_11 • I LOU151ANA#20,548 LARGO,FLORIDA 33111 (800)841-'1844 . SCALE: S NOTED M1551551PPI#8925 VOICE: 121-524=1905 N.CAROLINA# 11108 FAX: 121-524-1289 DETAILS .7[—O N.O.NO; 85 003E 1-1 OF Il. TEXA5#54100