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HomeMy WebLinkAboutProduct Approval ��' •Information Han Associates Inc. e3'------ -- r\73/ ToBuild On Engineering&Construction Planning Eftineedng•ConsuNng•Testing F.L.Certificate of Authorization No.27124 June 25,2015 P.O.BOX 348•SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300 Mr.Jim Richmond EMAIL:haneyassociates@bellsouth.net Florida Department of Business and Professional Regulation Manufactured Building Program 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: 160DSWW-14 Florida Manufactured Buildine Prolaram 2014 Code Update Dear Mr.Richmond, Attention: Pursuant to the requirements of the Florida Department of Business and Professional William E.Neary,III Regulations,the above referenced documents have been reviewed for compliance with: Professional Services Industries,Inc.(PSI) 2014 FBC,5th Edition 33rd Street 2011 NEC Orlando,FL 32839 2014 Florida Fire Prevention Code Project: LARK BUILDERS MASTER DESIGNS These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC) 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. Asses'nent: The plans on file with the state previously approved by the Florida Manufactured Building All mandatory comments have been satisfied and plans are approved for construction by a Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014 modular building manufacturer that is currently approved by the Department of Business 5 l Edition. and Professional Regulations. 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 miffed, • 160 mph Exp.D—Vaulted Ceiling Wood Shed Master • 160 mph—Double Wide Wood Shed Master • 160 mph—Metal Double Wide Shed Master . 160 160 mph=Metal Lapsider Box Eave Shed Master William E.Neary,1 • 165D1175C—Metal Lapsider Box Eave Shed Master Department Manager Modular Facilities Division Copy to-Ms.Berri Howard,-Lark-Builders berri(a)larkbuilders.com __haneyassociates@bellsouth.net Professional Service Industries,Inc.•1748 33r°Street•Orlando,FL 32839•Phone 407/304-5560•Fax 4071304-5561 I SEN224 Page l of 2 FL Engineering Business 3684 PSI APPROVAL 2015-06-25 160 mph Exp. ® - Lapsider Box Eave Wood shed Master PlanApproval St=ps: GENERAL NOTE5: Lark Builders DESIGN PARAMETER5: (HIP-GABLE ROOF) IWIND DE51GN PER A5CE 7-10,505MIC DE51GN PER AI5C 341-051 1. THI5 STRUCTURE WAS DE51GNED IN ACCORDANCE WITH THE 2012 IBC BUILDING CODE AND THE FLORIDA BUILDING LODE.WIND 409 Dixon Street I. WIND VELOCITY: I GOmph LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-1 O. 2. WIND IMPORTANCE FACTOR: 1.0 2. ALL MATERJAL5 AND LABOR SHALL BE IN ACCORDANCE WITH THE 3. WIND EXPOSURE: D ABOVE CODE AND ALL OTHER AFFUCA13LE LOCAL CODES AT THE Vidalia, GA 30474 4. INT.PRE55URECOEFFICIENT: 0.18 TIME OF MANUFACTURE. 5. ENCLOSURE CIA551FICATION:ENCL05ED 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: DIMENSION. Sheet Index -ROOF LOAD(ZONE A 1): +25.80/-52.68 P5F 4. OUT5IDE OVERALL DIMEN51ON5 CAN VARY BETWEEN UMIT5 SHOWN -ROOF LOAD(ZONE 82): +25.801-74.19 P5F BUT MEMBER SPACING SHALL NOT EXCEED UMTr5 AS INDICATED. sl.()l Cover-General&Design Notes -ROOF LOAD(ZONE 63): +25.601-117.19 P5F c, I aeration 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: -WALL LOAD(ZONE 84): +56.00/-61.30 P5F S1.1 Electrical&General Floor Plan WALL LOAD(ZONE 65): +57.00%72.00 PSF FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) 51.2 Skids&Floor Framing Plan -WALL LOAD(20NE 64485): +5G.50/-GG.70 P5F CODE REVIEW 2x6 5.Y.P.82-(12-15%MOISTURE CONTENT) Pmfassional Semi-Industries 2x8 5.Y.P.82-(I2-15%M015TURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOOR DE51GN LIVE LOAD: 125 FSP 174833rd sever WALL 5TUD5- 2x4 5.Y.P.81-(1 2-15%MOISTURE CONTENT) SIA Openings Schedule&Framing 8. FLOOR DESIGN DEAD LOAD: 12 P5F Odand.,Flodda 37879 ROOF RAFTER5- 2x4 5.Y.P.61-(12-15%MOISTURE.ONTENT) 9. ROOF DE51GN LIVE LOAD: 20 P5f wan Rein William E Teary,III 2x6 5.Y.P:8.1-(I 2-1 5%K4015TURY CONTENT) S1.5 Roof Framing&Schedule 10. ROOF DESIGN DEAD LOAD: 5ELF WEIGHT uNW0406� COLLAR TIES- 2x4 5.Y.F.0 1-(12-15%MOISTURE CONTENT) 51.6 Typical Frame Section Details 1 1. WALL DESIGN LOAD: 8 P5F Fl.SMI-79,SMP-51 WINDOW SILLS- 2x4 5.Y.P.81-(1.2-15%MOISTURE CONTENT) SIA COMBINATION LOADS: AS PER A5CE 7-10 G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.7 End Wall Frame Options 13. SEISMIC USE GROUP: B SKIDS,FLOOR JOISTS AND 314'T4G FLOOR SHEATHING 14. BUILDING CATEGORY: I 7. TRU.55 DESIGNED TO SUPPORT D.L+LL=30 P.5.F. GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE 8. HANDICAP ACCE55 TO BUILDING 15 FIELD IN5TALLED BY OTHERS AND 16. CONSTRUCTION TYPE: V B SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL FIRE RATING: 0 YIELD STRENGTH. CORRUGATED ALUMINUM,MA5A ALUMINUM,4'LAP 19. DESIGN OVERHANG: 8 INCH ALUMINUM,5/8'P.T.T I-I I SIDING,VINYL SIDING WITH I I O. ROOF SLOPE SHALL BE 3:1 2 WHEN SHINGLES ARE APPLIED,SEE FBC 20.DESIGN MEETS INTERNATIONAL BUILDING ODE 2012 4 FLORIDA ENERGY BRACE BACKER,HARD]BOARD,STEEL 51DING AND I ROOFSFOR SHINGLE REQUIREMENTS.ROOF SLAPS FOR METAL .�0.STUCCO ON 5/8'DENSE GLA55 GOLD. BUILDING ODE ROOFS SHALL MEET L HAVE HE SA 5 RECOMMENDATIONS. 2I ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE 21.THE OWINGCONTRODE/MANUFACTURER MUST COMPLY WITH THE 1 I. ROOF RAFTERS SHALL HAVE THE SAME SPACING A5 THE WALL FOLLOWING CODES: STUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL'STUD. EGRE55 51DE WITHOUT THE USE OF A KEY. 2014 FBC,5t"Edition 12. ROOF 5LOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SHALL BE 12 1/4'x I I/16'ALUMINUM EXTRUDED 2011 NEC UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM 1507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code mac,Associates.Inc a. 23.OPTIONAL DOOR5 INCLUDE-DOUBLE ALUMINUM DOORS, Certificate of Audwri7ation 13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3k I Y;x 16 G HAT CHANNEL PURLN5 ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,60'x 72'ALUMINUM DOOR 32' AND THESE BUILDINGS ARE EXEMPT FROM THE THE F13C ENERGY No.2717A 1 O.C. 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 101.5.2• SIZE,QUANTfIY,AND LOCATION MAY VARY. 14 LOCAL CODES AND THIS IS NOT A FOUNDATION DESIGN.ChOR5 SHALL MEET THE REQUIREMENTS OF ALL CARIE 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE IN5TALLPD ITEMS: R. ly. I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN 5Y5TFJv1. 15. BUILDING 15 CLASSIFIED AS TYPE'S' (STORAGE) CODES MAY BE USED INSTEAD OF DOORS L15TED ABOVE ` �G. Hq 16. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE S-O.STUD AND RAFTER 2- RAMPS,5TAIR5 AND GENERAL ACCE55 TO THE BUILDING. QQ N •1'� SPACING SHALL BE 16.O.C.,Marc.FOR ANY WALL HEIGHT O;' o. Vim, .'• ' 'IN HEIGHT MAY HAVE 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE X 17. ALL FA5TENER5 INTO P.T.WOOD SHALL BE HABOVE 7'-0',WAILS UNDER 7'-O OT DIPPED GALVANIZED BUILDING. FRAMING SPACED AT 24'OA.,Max. "' .- ORDER 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND fif ]8. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLIA MIN 26.ALL BRAND MATERIALS SPECIFIED MAY T. SUBSTITUTED 8318 6 FOP OR GREATER PRODUCT. O STA F ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT NOTE:THI5 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ' FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE :��` FCOR kV..'Oj" BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER S ••. 19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL %S1 E I HAZARDOUS MATERIAL. 400xt.ft.)MUST HAVE ATLEAST(1)32'x80'(MIN.)DOOR JURISDICTION APPROVAL. ire fill j1�1�` These plans were designed in accordance with: Ro'ect No. Sheet Number: 2014 FRC,5Th Edition 9 ; ! Lapsider Box Eave Master Plan Designed By: 1 ..I. LIL Haney Associates, Inc. 2011 NEC ; Lark Builders °' 160-DSWW Engineering 8c Construction Planning 2014 Florida Fire Prevention Code I S 1 ■ PA.Bux7/4bISD18ySC.19fEi-!`ma8NUF9tW , I 409 Dixon Street Checked By; Date; For Wind Speed 160 mph,Exposure D - - I Vidalia,GA 30474 Cl-A. 07117/13 1 of 8 PSI APPROVAL 2015-06-25 ELECTRICAL NOTES: Approval Stamps: I. WHEN A1R CONDITIONING 15 INSTALLED IN TH15 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 IS TO HAVE CONTINUOUS SOLID COPPER IN5ULATED 32'MIN.,60'MAX.WIDTH GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24' `�BY 6'-8'HEIGHT DOOR DISTRIBUTION PANEL. AND QUANTITY MAY VARY i 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5� 4 L / LOCATION MAY VARY. GROUNDED TO MINIMUM I o-O'COPPER CLAD EARTH DRIVEN ROD I \' WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL _ _ ---------- ' 5. ALL CONDUIT TERMINATION'S OF I'OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. i G. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4 5.Y.P.R2 WALL ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST STUDS W15.Y.P. EDITIONS. i2-2x4 SOLE PLATE I 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE _� � �•T.3/4'TSG r��• Infomlation FLOOR SHEATHING i 3— 0 Build On DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH � ..�-r•�•r•�++ $ SEE VARIOUS END O WITH A MARKED'OFF"POSITION THAT IS PART OF THE HVAC SEE VARIOUS END WALL 11- CODE aEwEw WALL FRAFRAMING SECTIONS FOR MING EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS b l SECTIONS FOR WALLI Z Prelesslonal SeIndustries WHERE OTHER DISCONNE(,TING MEANS ARE AL50 PROVIDE BY � \ WALL AND DOOR FRAMING.I O I 771,33rd Street A READILY ACCESSIBLE CIRCUIT BREAKER. AND WINDOW FRAMING. I 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUFnNG 0 Pillando,F Wil37,1- W \ � Plan Revirwe.Wtlds liam E Naary,111 RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS ; — _ i ILA CC 051890!0 BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL / FLSMI I ELECTRICAL CONSULTANT. / FL SNI-79,SNP31 i 9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS. GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED, i --- - - - SUBJECT TO LOCAL JURISDICTION APPROVAL. C^ / 10. ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE i 12 AWG THHN AND OPTIONAL ELECTRIC TO-' W 32'MIN.,60'MAX.WIDTH WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NEPA EACH UNIT FIELD BY E-8'HEIGHT DOOR 14'-O'or G'-0' 70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. I I. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER OPGolul Porch ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT 501-0'MAXIMUM BUILDING LENGTH Electrical Symbol Key I Haney Inc. NOTES: izaiaon GFCI Duplex Receptacle 120V 10 ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY. No.27124 •BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-O'SHALL HAVE WALL o Incandescent Light wf(1)-60w Bulb FRAMING SPACED AT 16'O.C.,MAX. \GK IR r Hq ❑J ;o Junction Box we ��c Typical floor Plan $ Switch SCALE: u4'=1�-D' Z*: No WP Weatherproof STATE D '.�lC•'F/ORI V •Cj��: $n (Switch wl Receptacle Outlet 120v 10 '!.�SYONAL'F 7jlnnll�` These plans were designed in accordance with: Pmjcct Na 1 Sheet Number. Lapsider Box Eave Master Plan Designed By- 2014 FSC,Th Edition DAIL 12EN224- Haney Associates, Inc. I J 2011 NEC Lark Builders 160-DSWW C 1 ''' Engineering&Constrnetion Planning I i 2014 Florida Fire Prevention Code V ■ ■1 PD.B-348,SlcaS,e,S.C.2%=-Pb..A"u47600 409 Dixon Street - By; Dace: „� I For Wind Speed 160 mph,Exposure D 11 Vidalia,GA 30474 C LA. OZ/27113 2of8 PSI APPROVAL 2015-06-25 Approval Stamps: SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EE 5CMEDULE FOR J015T 51ZE 125 psf Live Load(2 Skid) 125 psf Live Load(3 Skid) Width Joist SizeBSpacing A B Widthl Joist SizeBSpacing A I B I .A• •B •A• �- 6'-0" W's @ 16"O.C.,Max. 15" 42' 6'-0" 2x41 @ 16"O.C.,Max. 12" 24" 8'-0' 24's @ 16"O.C.,Max. 18' 60" 8'-0" 2x6's @ 16'O.C.,Max. 16" 32" 10'-0" 2x6's @ 16'O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40-1 SEE SCHEDULE FOR J015T 51ZE 24's @ 16'O.C.,Max. 24' 84" 11'-0" 24's @ 16"O.C.,Max. 22' 44" W's @ 16"O.C.,Max. 28" 84' 11'-8" 2x6's @ 16"O.C.,Max. 24" 46' 13'-0" 2x8's @ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26' S2' fi ^ B •B •A 13'$" W's.@ 16'O.C.,Max. 40" 84" 13'-8" 2x8's @ 16"O.C.,Max. 28" 54" NOTE5: •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TRUCTURAL COMPONENT5 A5 5ET FORTH /Bui410n ild nn UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. .ALL SKIDS ARE P.T.-4x6 5.Y.F.Y2 OR(2)-P:T.-2xG 5.Y.P.B2 CODE REVIEW .G'-0'WIDE UNIT5 MAY U5E 2x4 5.Y.P.#3 JOISTS _ PmfmlonalServlce lndustrfes .ALL JOISTS ARE TO BE F.T:5.Y.F.i2 1748 33rd Street P.T.51DE RAIL TO MATCH .T.SIDE RAIL TO MATCH Orlando,Florida 31835 JOI5T 51ZE,5EE FRAMING JOLST SIZE,5EE FRAMING wan RaVie W0mn,E•'a°'ry,ni 5CHEDULE FOR SIZES. SCHEDULE FOR SIZES. A#UO"06610 FL SM479,SMP61 Q Q L][jHHHH m 5EE SCHEDULE FOR JOL5T 51ZE 5EE.SCHEDULE FOR J015T SIZE I I —j Hi mm 142 I. � F18oey Associates,Ire. Li Certificate of Authotvation Nm 27124 H I S Q ```�1UIlllljrr . Gy, R. 11 844 P.T-4xG 5.Y.P.92 or 4'-0'or G'-O' 344 P.T.-4.G 5.Y.P.d2 or 4'-O'or 6'-0' ,�\'•\CEN �+ I (2)-P.T.-2nG 5.Y.P.82 SKIDS (2}P.T:2xG 5.Y.P.Y2 5KID5 `��: No.0 S8 OPGonalPorch Optional Porch ���/�77No. 64558 50'-0•MAXIMUM BUILDING LENGTH SO-O'MAXIMUM BUILDING LENGTH ;7¢'C ��. STATE Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Fromm Plan ' F'F��RIOP:'�j\` ' i1'S scAlE: ua=I-0 SCALE: I/4•m V-0" g •,�r;ONALt�?`�� i These plans were designed in accordance with: Lapsider Box Eave Master Plan DcsiVmd By: Pwj=No. Sheet Number: 2014 FRC,511 Edition ORIi. 12EN224- Haney Associates, Inc. 2011 NEC I Lark Builders 160-DswW c Engineering&Construction Planning 2014 Florida Fire Prevention Code S7 ■ 35cn-ft.":ea66161saa For Wind Speed 160 mph,Exposure 0 409 Dixon Street Checlo:d By: Dau: I —_u Vidalia,GA 30474 c'1-A' 02121113 3 of 8 PSI APPROVAL 2015-06-25 Approval Stamps: I 2x4 5,Y.P.02 WALL STUDS SEE PIAN VIEW FOR SPACING 2x4 5.Y.P.i2 WALL STU I SEE PLAN VIEW FOR SPACING SEE FRAMING SCHEDULE 5KID5 MAY HE P.T.-4x6 5.Y.P. 2x4 5.Y.P.62 SOLE PLATE, i2 OR(2)-P.T.-2x6 5.Y.P.C2 SEE FRAMING SCHEDULE FOR JOIST SIZE CONTINOU5 W/5/16'.4' LAGS AT 18'O.C.,Max. FOR J015T AND BAND SIZE X Y EQUAL)CUPS AT3EACH •T.314'TSG FLOOR P.T.3/4'T4G FLOOR i I • STUD,ONE EACH SIDE SHEATHING SHEATHING OF SOLE PLATE SENCO K28(OR EQU OTCH 5ND5 Ij2 x lye' V' '.'NAILS AT 12'O.C.,ROW5 FOR EACH FLOOR JOIST SHALL BEI.5'FROMEDGE, r1 ----- ; —STAGGER ROWS G'FOR 2x4 S.Y.P.+1220ga UPLIFT STRAP vd ISOLE PLATE2)-P.T:S.Y.P.-2x6'5 SKI05, BLOCKING BETWEEN _ (4}O.131x2.25'Nally START PATTERN WITHIN 6' IDS,FASTEN TO END EACH END.MINIMUM OF EACH ENO OF SKID 2x4 BLOCKING BETWEEN `____ JOIST W/(3)-0.120'.3' I I SKIDS,FASTEN W/ — NAILS AT 12'O.C.FACH I (2)-0.120'.3'NAILS AT SIDE,STAGGERED. OPTION'A' Iey Ji lnfomm7i- f QuildOn 12'O.C.,STAGGERED. /3- I \ 3a WALL STUD TIEDOWN DETAIL ~•��• I - 5KID4F R FRAMING DETAIL 2 N 05 IN DETAIL T --cAM-Ai•.-1'-O' CODEREWEW I• ;yp•-I•.a- :1.5•-1' Prolesslanel Servka lndustdes 174833rd Sheet Odaado,F7011d.32879 Plan Ravi—MR..E N—y.M ,cc a 5 ason LA#1100409 I FL SMI-79,SMP-51 SKIDS MAY BE P.T.-4xG 5.Y.P. /2 OR(2)-P.T.-2x6 5.Y.P.62 2x4 5.Y.P.@2 WALL STUDS SEE PLAN VIEW FOR SPACING ATTACH 50LE PLATE fr 2'LAP SPLICE FASTENED SEE FRAMING SCHEDULE TO SKID FRAME WITH '' W/(G)-5/16'x4'LAGS FOR JOIST AND BAND SIZE 5/1 6'x4'LAG SCREW P.T.-4x6 5.Y.P. (OUTER FACE),(3}5/1 Gk4' AT 18'O.C.,MAX. B2 SKIDS LAGS(INNER FACE),(9)LAG I I\ P.T.3/4'TCG FLOOR ATTACK J015T TO SKID WITH SCREWS TOTAL. SHEATHING 5/I Gk4'LAG SCREW OR(2) HaneyAssoclatcs.1= 51MP50N H-3(OR EQUAL)ATI Cent is m oCAuthuriration } EACHEND OF JOIST,SEE .I I No.27124 FRAMING SCHEDULE FOR SIZE. K 3k6'SPLICE PLATE ON 3 of 4 SIDES OF JOINT,FASTEN (2)-P.T.-2x6 EACH PLATE W/(5)-5ENC0 ��tttlLttN�� 2)51MP50N H-3(OR NOTE:ATTACH END JOISTS TO SKID WITH 0-5/1 Gk4' S.Y.P.tl2 SKIDS K29(OR EQUAL)NAILS 2x4 S.Y.P.M2 EACH SIDE. . Q• - • 1r SOLE PLATE EQUAL)CUPS AT EACH LAG SCREWS[OR(4)-0.131 z4'GUN NAllS]ANDA Q-;'�,\C�'1 •• �'� STUD,ONE EACH 51DE 5IMP50N H-3[OR EQUAL]AT EACH END OF JOIST. 0: oZ� �• OF 50LE PLATE No. 64558 OPTION'S' TYPICAL SK)D TO ^^ _ 4 JOIST CONE DETAIL L 5\=ICAL SKID SPLICING DETAIL - STATE OF f 3t, L STUD TIEDOWN DET I o T 5 •-I �'p F CNORIOt; . 3AI�� �'r � 11111 These plans were designed in accordance withYrojcct No. Sheet Number. A� 2014 FRC,5d'Edition Lapsider Box Eave Master Plan D.*.d By. 12ENn4- Haney Associates, Inc. 1 2011 NEC � Lark Builders Q•R"- 160-DSWW 'ConsS1 .3 it3 EaglneetringConstruction Planning 2014 Florida Fire Prevention Code 409 Dixon Street ClurYedB Date: ^�,� e.o.sus'ad"a1°°•scl°m-ec°°`°'rs�'u°° For Wind 5 0 I - � P�160 mph,Exposure � Vidalia,GA 30474 r t n 02n7/13 ! 4 of 8 PSI APPROVAL 2015-06-25 Approval Stamps:j 4.5 30.5' 42'Max. Max. GO'Max. 75.5'Max. 11 111 IF TT1114 11A -- -- ---- --- --- '-- _ -------------------------------- ----------------- ---------------------------------- 511E SCHEDULE BELOW FOR ALL OPENING REQUIREMENTS. 50-0'MAXIMUM BUILDING LENGTH ��1 lofomation oBrrildOn Typical 51de Wall Openin15 Framing SCALE: 1/4'-I'-0' CODE REVIEW pro/esslowl Service Indusbtes 1748 33rd Sarver Orlando,Florida 32839 Plae Reviewer.w411i•m E Newry.ill ICC 0 5195M LA 000040 WALL OPENINGS FRAMING SCHEDULE 5 FL SMI-79,SMP.51 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 Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor Lags 14.5" 1/1 (4)-16d Nails (3)-16d Nails 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 60' 212 (10)-i 6d Nails (7)-16d Nails 1/1 (2)-20ga.w/(5}0.131x2.25'Nails (2)Simpson H-3 7 5 63" 3/2 (10)-16d Nails (9}16d Nails 2/1 (3}20ga.w/(7)-0.131x2.25`Nails (3)Simpson H-3 8 6 �1es•�0C1a`es'Inc. Cenifieaze of Authodretion 75.5' 3 (13)-16d Nails (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) 2/1 (3)-20ga.w/(9)-0.131x2.25'Nails (3)Simpson H-3 11 12 IRI NOTES: .ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM S.Y.P.b I MV O5TRAP5,CUPS AND ANCHORING LAG5 STATED ARE FOR EACH 51DE OF OPENINGS v` No. LL REQSTRAPPING MAY WRAP BAND J015T IF NEEDED TO INSTAUIRED&OF FASTENERS V. STAIE ANCHORING LAG5 5HALL BE I'FROM STUD AND 5PACED I.O.C.CENTERED ON BAND J015T•REFER TO CLP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 5.Y.F.M I (2)-2x4 5.Y.P.YI w/1/2'PLYWOOD (2)-2xG 5.Y.P.BI w/ OF 51MP50N C51 G 5TRAP5(OR EQU/W REQUIRED TO TIE HEADER TO JACK STUD FOR ALLSPACER or(1}4x4 S.Y.P.C I I/2'PLYWOOD SPACER OPENINGS42'ORGREATER•5TRAP5ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON OPENINGS GO'OR GREATER Header/5111 Type I Header/5111 Type 2 Header/5111 Type 3 �, /O�jAL %%%N SCALE: 1.5'—I'-0' SCALE: 1.5'e I'-0' SCALE: 1.5'—I'-0' rr r r I I Ill t t 1 Tliese ane were designed in accordance with: Project No. Sheet Number: P e Lapsider Box Eave Master Plan lksigaedsy: 2014 F8C,51"Edition 01UL 12EN224- Haney Associates, Inc. 2011 NEC Lark Builders 160-DSWW Engineering 8c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: S1 .4 - P-a9^•sr451xa+ae,9.cz -r�aust«I°° For Wind Speed 160 mph,Exposure D C.L.A. 0227/13 Vidalia,GA 30474 5 of 8 PSI APPROVAL 2015-06-25 Approval ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTr:5: Wall Framing at 24"ox, Max. Wall Framing at 16"o.c.,Max. BUILDINGS WITH WALL HE1GhT5 GREATER THAN r-OSMALL HAVE WALL AND ROOF FRAMING SPACED Width Required# Required# AT I G'O.C.,MAX. Rafter Size of Strap Nails Width Rafter Size of Strap Nails •ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD I TRANSFER AND STRAPPING. _FF S.Y.P.#1-2x4's 6(ea.end) 6'-0- S.Y.P.#1-2x4% 5(ea.end) RAFTER TO STUD STRAPPING SMALL BE 20,p.x I&WIDE AND FASTENED WITH 0.131x2.25•NAILS. •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND K318.G -0' S.Y.P.#1-2x4!s 7(ea.end) 9-V S.Y.P.#1-2x4% 5(ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER 8! FRAMING .FACE OF THE lo'-O" S.Y.P.#1-2x4's 9(ea.end) 10'-O"l S.Y.P.#1-2x4's 6(ea.end) FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET 11'-0" S.Y.P.#1-2x63 10(ea.end) ill-ol S.Y.P.#1-2x4's 8(ea.end) FORTH UNDER FDC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPEC4FIED, 11'-8` S.Y.P.#1-2x6's 10(ea.end) 111-81 S.Y.P.#1-20% 8(ea.end) 13!-0* S.Y.P.#1-2Ws 11(ea.end) I3'-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) 4'-(r or G'-O' OPGom1 Pam CODE REVIEW PMfessIOMI Sareko Ind-W- 1748 33rd SVM =====V OdWd.,Florida 32819 Flan R"rtewsf Wittier E.Newry,t8 ICC#5 85W LAL SMN9 FL I-79.SMP41 R) FT SEE SCHEDULE FOR RAFTER 512P PJOG —J, �—P.T.-4x4 S.Y.P.#2 SEAMS No.27124 izad UNDER WALL TOP PLATE TO ALLOW TOP PLATE TO RUN '1111411" CONTINU % BEARING.(PO5 ORCHESFOP )RAFTER IR'.ly 50f-0F MAXIMUM BUILDING LENGTH No.e68 S Typical Roof Franninq Plan 0 SCALE: 1/4*-I'-CF These plans were designed in accordance with: F8C,51h Edition Lapsider Box Eave Master DesignedlIr. FrajwtNo. Sheet Number: 12EN224- HaneyAssociates, Inc 42011 NEC Lark Builders 160-DSWW Engineering&Construction Planning 12014 Florida Fire Prevention Code For Wind Speed 160 mph,Exposure 0 t 409 Dixon Street Chwkad By.. Dam* S1 .5 Vidalia,GA 30474 C.L.A. =7/13 6of8 PSI APPROVAL 2015-06-25 Approval Stamps: I 2 1/2'x 1/2'CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4 ROOF PANELS FA5TENED BEAM W/(2)0.131 x 3.25'GUNNAIL ATG'O.C. HAT CHANNELS AT 24' WTTH 1/4'-14 x 3/4'NWH O.C.,MAX.FASTEN TRA1W I AT&O.C. TO EVERY RAFTER w/ ------------- (2)-0.13 IN 2 Yi I _ 5EE ROOF FRAMING SCHEDULE FOR RAFTERS P.T.4x4 BEAMS LONG GUN NAILS - (2)H-3 CLIPS AT—J/ NOTCHED AND AND I, 1 EACH CORNER FASTENED TOGEHTER --------�---- WITH(4)-0.131 x 3.25' l 1 ATTACH TOP PLATE TO STUDS w/(2)-0.13 1 x3.25'GUN NAILS, GUN NAILS b ATTACH TOP PLATE TO RAFTER 4x4 AT EACH B� 5EE ROOF FRAMING PLATE w/5/1 65x3'LAG SCREWS CORNER CUT AT I B'O.C.,Max. DOWNTO p 0[ SCHEDULE FOR 5TRAFPING P.T.4x4 AT ¢ O, REQUIREMENT5 5UPPORT 5EAM5 EACH CORNER t 1 n 2x4 5YP O 15TUD5 AT I G' OR 24'O.G. 0 5EE 51.2 FOR SKID 2 1/2'x 1/2' CORRUGATED (2)H-3 CLIPS AT 3'x 5'STEEL NAIL'MREK' AND FLOOR FRAMING PANEL5(FA5TENED W/08 x EACH CORNER OR'ALPINE PLATES,(2) �� / omwlian IYz WOOD SCREW AT 6' PER P05T I BuUdOn O.C.(OR EQUAL) 1 CODE REVIEW PmfiaVARIE5.G'-O-to 13'-5' 483ssm3SteBivkelntlustrias 1 4'-0'or 6'-O onantlo,Flontla 32839 Plan ftaNavar.Wn11am E Noary,a1 Typical Frame 5ection LA W01 006 0 SCALE: 1/4•-1'-O' Typical Porch Option Frame FL SMI-79,SMP-51 5CALE: 1/2'=1'-O' 51MP50N H-3 HAT CHANNELS AT 24'O-C.,MAX. 2x4 COLLAR TIES _ OR EQUAL AT FASTEN TO EVERY RAFTER wl(2)- I Gd NAILS AT `- EACH RAFTER 0.13 I Sc 2A'LONG GUN NAILS 5EE ROOF FRAMING TAPERED 2x6 `I SCHEDULE FOR FAFW-95 ___- ry ATTACH TOP PLATE T --___ 5IMP50N H-3 OR STUDS w/(2){).131 x3.25' EQUAL AT EACH �' GUN NAILS.ATTACH TOP Haney Associates,lac RAFTER x PLATE TO RAFTER PLATE w/ ATTACH FASGA CoLF=�e of Authorization 5/165x3'LAG SCREWS AT TO RAFTFP.S w/ No.27124 i1 I a-O.C.,Max. (2}0.13 I x3.25' \-3'x 5'STEEL NAIL'MITEP OR'ALFINE' GUN NAILS PIATE5 EACH 51DE Of A55EMBLY I Gd NAIL5 AT TAPERED 5.P.F. R. EMBEDDED HYDRAUUCALLY OR BY I6.O.C..Max. No.2-2x6 • . I,�; ROLLER PRE55.TYPICAL > Q':'%,\C3F-. 4'-(Y Min.2x4-5.Y.P.N I COLLAR TIE I x4 WITH I Gd NAILS CONT.2x6•NAIL TO O• N'�— aTATTE x{558 ' EACH TAPERED52x6 0AT I G'O.C.,Max. w/CH I F NAILS �"/ � \OVERHANG OPTION DETAILI®. F I RIDGE COLLAR TIE DETAIL 2 O ORI MANG OPTIONDETAI ' CCS. ;: These plans were designed in accordance with: Lapsider BOX Eave Master Plan Dmdgaed By: Pm/cct No. Sheet Number. 2014 FBC,5t1'Edition 01Lii 60-D12ES A- Haney Associates, InC. 2011 NEC Lark Builders lfiODSww Engineering&Construction Planning 12014 Florida Fire Prevention Code I 409 Dixon Street checked By: Date • P.O.Box nae.Sic amo S.C.29UI-rsa S"-6aL7fW r' For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 02127/13 I 7.f8 PSI APPROVAL 2015-06-25 I Approval Stamps: GABLE END TRUSS 3'x 5'STEEL NAIL WITEK OR'ALPINE GABLE END TKU55 PLATES EACH SIDE OF A55FM15LY EMBEDDED HYDRAULICALLY OR BY I ROLLER PRESS.TYPICAL 2x4 5YP#I STUDS 2x4 5YP#I STUDS AT 16'OR 24'O.C. 20ga.T-WALL BRACING STRAPS ON AT 16'OR 24'O.C. INTERIOR AND EXTERIOR OF WALL, FASTEN WITH(2)-0.13 IN 2Y;LONG 22.5' ATTACH WALL SECTIONSGUN NAILS OR#bx 2Y4'LONG Max. ATTACH WALL SECTIONS .15!1 Gx3'LAG SCREWS 5CREW5 AT EACH MEMBER w/5/165x3'LAG SCREWS AT 18'O.G.,Max. CROSSING. AT 15-O.C..Max. c_ N SEE 51.2 FOR SKID AND FLOOR �• /�0�" 10'r VARIF5,.6'-O'to 13'-8' FRAMING VARIES,G-O'to 13'-8' iQB End Wall framing Option End Wall Framing Option CODE REVIEW min SCALE:Imin O Proleaslonal Service Industdos SCALE: 1/4'=1'4r 174873rd Sheet Od-d.,Florida 32839 Plan Revi—w0iam E.Neary,UI Icc a 378sw 3'x 5'STEEL NAIL'M1TEK OP'ALPINE' LA 5000406 GABLE END TRU55 I _ PLATES EACH SIDE OF ASSEMBLY GABLE END TRU55 FL SMI-79,SMP-,'7 - EMBEDDED HYDRAULICALLY OR BY ROLLER PRE55.TYPICAL i i 2x4 5YP P 1 STUDS 2x4 5YP#I STUDS AT 16'OR 24'O.C. .20ga.T-WALL BRACING STRAP`'ON AT 16'OR 24'O.C. 86' INTERIOR AND EXTERIOR OF WALL, 63'Max. FASTEN WITH(2)A.131 k 2Y;IANG 1i>mry Associates,Inc. ATTACH WALL SECTIONS GUN NAILS OR 0&2Y4'LONG ATTACH WALL SECTIONS Cutificale of Authodzatim w/5116'x3'LAG 5CRF-5 § SCREWS AT EACH MEMBER b w/5/165x3'LAG 5CREW5 No.27194 AT 15'O.C.,Max. CROSSING. AT 18'O.G.,Max. R. O�tunil�� gz GEN Elk SEE 51.2 FOR SKID AND FLOOR Z*: ••*-I VARIES,6'-O'to 13'x' FRAMING VARIES,6'-L7 to 13'-8' : End Wall Frammg Option End Wall Framing Option •. sTA7E 0 T F4 SCALE: I/4'=I'-O' SCALE: I/4'=I'-O' i(�`S=•. ORL These plans were designed in accordance with: 1,,j—No. Sheet Number. Lapsider Box Eave Master Plan Desi H i 2014 FBG,5'^Edition OX-H. 19EN724- Haney Associates, Inc. 2011 NEC Lark Builders 160-D S`WW ;r Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon StreetS1 .7 i _,,r'r,if' eo.m:3u,srcetu.,scascn•ewousFUF7wa For Wind Speed 160 mph,ExposureD CL¢ck-&ed Date: Vidalia,GA 30474 c armn3 8 of 8 i ' QL I.ANCHOR SPACING IS OESIONED AS PER ASCE-7. cp TABLE ZA - 165D/170c TABLE 28 - 140C t Au EASUIi Ane eENTER-ro-CENr6t 30'AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING 3,flE-OONN SfRA?B TG BE t• 'x 0.033'CAtYNUZED STEEL FEDFiW. j( US(ANCHOR I'TRUP MTO 11N 0 EE'P t.i Fll a 4�727�t8-1MINIMU40014N SH°..i)WIDTH SPACING SHED WIDTH SPACMOCHOR ULTIMATE CAPACITY(3,1'50 La.x 1.3. TIC-M STRAP ((t)4y ytt 4' JJiiIEfI •yNt I CR .AU.EARTH ANCNOR4 SH4L HANE A 'NIMUM 4,300 La.CAPACTTr. tam Nam) (s�as oR(Aly A.a P.r.sr ix claps f;7 ' UP TO�t.6g`-AO,° _'1{)'kQ" UP TO }{'_0" ta'-a' �MASON S.FARM ANCHORS LOCAIID AT EAC-(CORNER.MARIBUM 10'FOOM DID ALL G3E(CAN e[eR ON CRpap). i'�/ titilVVrrh�� MN+V.A<ftm MIXPER BUEDINC).AN0 SPACm AS PER TABLE xAB.0 DEPENDING M-.0 STRAP swo»TRPs 65-i"• �'��- . bN Sam WImH,iTBiD sPEm.AND DwosLaNc. ANCHORS NOT NEEDED S AraH�t�W.�C+cc s TYPE t TYPE 2 ��-�' e'-0' 16"-1'TO 24'-0 e'-o' Acnrc( ON ETBrb. OOLT ax N DOM ANCHOR III CON ANCHORS TO BE SPACED AS PER TABLE IA.S.0 DEPENDING ON EOR ROCK/WML WrOII gq ,ry,N '-1"TO 24'-•0 B'-0' '.T""'— 'G. owTm sHEO ts,M vnrm sPEeO AND E RE 1 xa —ce)cncaErc T BLE 2C — 20C CC /1 I LV �ODWNTYK 1.CON!AE1E ANCHOE9 TO NCR A MINIMUM OF 4'COVFA(OIBTARCE PA01) Y AVaIgR G11H U-CM 3) CE^DCRETE ANCHOR ro LOGE IN eC CAPACITY I Drve n ' . TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH IM ANCHOR me S"iUM ON VfVU NDRs 0.WN�NAI Sat,BEARING GWAC(TY�ZO00 PSE r , wmiNCb(P�µmO'M.T SHED WIDTH SPACING S,[ARM ANCHORS AND CONCRETE A,�tCHOES-I aE USED IN R EANCOON .•CONCRETE I SPACING 24'-O' 6'-a^ AUCR161e NUY001 a►TOlae! t PROTrPTHAET THE SPIE MA%IMUM SPACING L9 FOLLOWED POR EACH TYPICAL ANCHOR TYPES UP TO 24'-0' iD'-a^ 'w E= w+ + 20'-0" 7-a' �� ac mom WrV&^PRESPM COPTIGpR ./-au 14'-0" 81-0' "IN"FACTOR ma RWM DUD LOAD 'a r roc-WNgN{snwtleYaTm rHeu (�) 12'-0' B'-8' I Rw LM[Lac RaR� 1/✓ P.weE a ea MWMWi NTTM' a Ui as on t�t as vT.�b1M j2 soar s1�..s sm¢t ox a•1NDE a ti5s Rta antro wo �aR eRx raver laP as aR(r)A.e M.r.m/x sHaa BOLT w wNnr WA91Da ALL aeE(GUr HE SET ON GROUND). ne-oath STRAP IRCUAm 63E(OAN eR SR3 oN DRmumA 10'-0" 10'-8' ROOK L1t LOAD NVI pERnµw�Dleat/Txm�n TRUE wm+ta)rW.r,a•N+a1 MT>bc ANaOa�wm+wwvRR S earHMO(diuY iMOH wA�won F6'-0" 17-0'177m Moaazs Ma eUwxo—eWr w1a ::•, ' AN WIN U.)Cgwm AWOR Or 2178 oq./ 6'-'0' 17"t)" ibRtlaGYK PIg1ECiCN ASK q MRRI U-CIU-MO. s M4awsYNF 91Ri01 USA= q Trac x1 DRnt DME FORE aaclr/WRAC TABLE 1 B�— 4—OC .•WNaare Txxua rarrAOs rat vert.:as 4'CONCRETE OPTIONAL eWMarT MAD(P.T.wORD, -ANCHORING• CONCRETE ReosioNs Ar LLOI. a FAO}sMAem SHED WIDTH MAXIMUM SPAANCHOR DESCRIPTION DATE 8Y ING 24'-0' 20'-0" 8'-0' TIE-Dm r w Baum TIERU 16'-0" 3'-(r n.an TM " JOLT NDN f x'aVOE D (1 AM br1 ON r NIDE DRI LLS9. txy as anti to as P.T.STM l2 eNlro 8�T ML'si Div N�H wAMM {27 na 0!4{i3..M ra sR p mm6 14'^0ti-0 1/xti3'(AW lb.)CaNCRER x.4 Cas LIAR NATUIWLT T r!AL ELOE(W(eE SR ON OEaIND)• a fi 1S wma ANagR wmr Y NWcRmm WRWIs NOoo n3J TIF DDNN brO4P '�03E(0m TIC Ta ON aRWq). iSeE NORM 12'-0" Y-e tl MIA `..�:a .x-,:� NOH M HCL Auau sort 10'-O' 6'-8' (AfRt BUILDERS.INC. +txss'toO Ls7 WRTCRxTc Mat aowaAx DME SINE �P WNaRM NOrz ANwa wITH r NAs"w Fw Tbat/CORAL _ 8'-0' 12'-0" A' aCDNDRETE TABLE 10-165D/175C ••--••._ - :�:!":!) -ANCHORING TO CO .RETE r SHED WIDTH "L ANCHOR SPACING TIE-000 SOAP Bum TO i +.+CTM h ON W NDE CR LML T¢-cm mtw 24'-0" 3'-r a1DUND ANCBO wRnr 1 x)as oR '4-'&m/x si Ds (Sm gTCIJ l+).N m/x oN r NmE w Ia1, aA SOLE OOD CNATUAY$3 cvADE b HOLT MHdN7ti RasE{aN exOwm). ALL n�.a uiR serM.oitsnam»�I 20•-0" 4'-U' \1 SII ANaR(oRAO°rRm)x�N w oLRlretE(TWD oR►.0) ATrAC10m'mro ORa p�A1arIDR 1 TIE-WA STRAP SO=To 1� thl T. ON a.wsRE sme b eomr saNatww'INwTn+�uAsoe 18'-0" D'-0' �'... •«••.,�'9 //// AMM$T 30'KANM—'Cux e/r.3D•CWM A+aole }4'-0" 6•,-8• �`'� •6tGEN8fi '+© s�� T� oMnaNu RDTOORcm CREAT STT E rat■DaVCGRN ..; aRsmira tlt '• ,• CONaM rouroAnaN 12'-0" -6'--� `•mNaara o�� Acro,co, Z-Q, - _ "'''» _ _ __ •r�•-.TI.E—DOWN DETAILS_ - FSTATEOF _ - 0 01, .P LORtDP W ATatthm T.SaII P.C. LFffdo Lk sh- AP-1 OF 1