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Home My WebLink AboutROOF FRAMING PLANPTIONAL PORCH-4' OR 6'-j 50'-0" MAXIMUM BUILDING LENGTH - 30'-0- MAX FOR VAULTED VAULTED SLOPE VAULTED SLOPE � STANDARDlJ.l SLOPE [DARD!RIDGE STA 3.5" 20GA. tO METAL FRAMI U) END WALL TRUSS ® 24" O.C. I I VX. STANMRD D i SLOPE END WA TRUSS ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES -AT P LINE ENGINEERING LLC oESTRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, [CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ROOF FRAMING PLAN CRAFTERS ARE I LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH MAXIMUM DESIGN PRESSURES 170mph BASIC WIND SPEED 1 2n 2r I 2e I 3r I 3e 1 4 1 5 ZONE +21.6 -48.2 +31.9 1 15.2 +17.4 -62.6 +17.4 -24.7 +31.9 136.9 +31.9 % +31.9 -35.5 +38.2 -48.4 *" Please note:. Any questions ►egarding,local, pe► nifiing should be directed to.' the Manufacturer, The Manufactuiei's.confact'inforniation can befound in#he fifle block of the plans. APPROVED FOR HVHZ FBC %26.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET (67 M2) OR LESS ARE NOT REQUIRED TO COMPLY W1TH THE MANDATORY WNDBORNE DEBRIS INPACT STANDARDS OF THIS CODE me 1 `FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4. R402.1. 4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 5. ALL LUMBER FOR CONSTRUCTION WILL BE 12 SYP EXCEPT AS NOTED. 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING REQUIREMENTS. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED, PLANS AND THE FLORIDA BUILDING CODE. B. IN ACCORDANCE WITH FBC 1609.1.2, -STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE". 9.IN ACCORDANCE WITH FBC 1010.1.1. EXCEPTION (10.) BUILDINGS THAT ARE 400 SO -Fr OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND MOTH REQUIREMENTS OF THIS CODE. STRUCTURES 40D 50-FT OR MORE SHALL HAVE AN BO' MINIMUM DOOR. 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D. LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 553,842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS. PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12. AS PER FRO SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT RAVE A FLOOR AREA OF LESS THAN 72D SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. 14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE APPROVED BY THE AHLI AND LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL AHI AND LOCAL PERMITTING REQUIREMENTS. 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS INSTRUCTIONS. 2020-12-22 TOP LINE ENGINEERING APPRUVAL PLAN # LS 5 Lt3t I iUL)-2U ... rlVHL ArrKUVrU 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFORMATION cooE vEnsrcn - wwrtACRXifA -OM COx51RUe➢Ox TPE rP6 Hi0iCC11M rm[ 9WPR[590x STd OC[IIPNKT AMaa�OL qA®i OF Sf01.4S 8.9C ism SP® �IEpy. [[wFU S ExCEORNE NRAxri P,-E ttQT%Oa ./- 4IA M-MNOE F_ wor ova MMo _ IAE MMD noon ova Lno roru or noon UW uMa rsnm/ Y Miwc Or � MOOR. ROa xA IEooYlES Pm [u1xnND Rwxur2 PRortaIKN uY4[ HuwrrE vaum us.rc sau.0 maws REVISIONS r W � - or• 1n8 Q oolc 11-15-20 L.61 Xmr: NTS X Noed/: LB-S-LBE-170D OD ``11111111 N11" a 1,E N......: ,eq � �i�� • �%CENSe •• ��i J NO. LEJ = = ? 64608ui F_STATE E) i•.,FQORIDP,�2�� O �iF'•. G�� Mo thH T. 8RIdx1n P.E. Florid,License f646D8 O 0 FBPR-1 OF 7 3.5"-20GA METAL COLLAR TIE. 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING —VARIES, 6'-0' TO 13'-8'— FRAME SECTION ROOF PANELS FASTENED WITH .25"-14p.75' HWH TRA%X/1 AT 6" O.C. - � _ ----__ - __ ___________ __ SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS " SPACED AT 24O.0 MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDE% 10-16%1 TEKS PANHEAD SCREWS WITH 03 DRILL POINT AT 6" O.C. 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFORMATION coo[ wemn eumc 1rP[ [oxslp 0. M rac PaorecnpN Nra iW[ SWPR64pN sK1fll occw u[o..a[ Nuupm a sroPPs e+sic w[o srtm Ana,. uPosw[ [pcMzuu M[RINL PpLS41RE COEriICfM ./- 6,p rPerop poor ouo pan poor uc uw rtcop puo icw '� 3.5"-20GA METAL STUDS. SPACED AT 24" O.0 MAX. 3.5" BRACE AT 3'-0' ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS. (1) INTO EACH FLANGE _ SHEATHING FASTENED W/ #8p1.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. OL LINE L ENIUNG0.5 LC STRUCTURANGNEEWilliam E. NearV, III SMP-51, SMI-79, ACC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 OVERHANG OPTION DETAIL SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24' O.0 MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDE% 10-16XI TEKS PANHEAD SCREWS WITH 03 DRILL POINT AT 6' O.C. TO 6"— OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED L/a.1 oa., p,: MTB Mr. 11-15-20 5 m NTS x —0. LB-S-LBE-170D a ......... 5 `��EW ' •': No. Z i_ L`1 _ ° 64608 id=Z 1J :. STATE ;wry` • FLORIDP ' � � 0 d7 T. BOICwIn P£ OFFl'nlo O or Gttrme &608 Df s e<6 FBPR-2 OF 7 WALL SHEATHING OPTIONS: - BOX RIB ALUMINUM - TWIN RIB ALUMINUM - DUTCH LAPSIDING ALUMINUM END WALL - DUTCH LAPSIDING STEEL SIDING SECURED WITH (2) H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) 3.5" 20GA. STEEL `(SEE FASTENING SCHEDULE) - IC" T-111 WOOD SDING TOP PLATE / - HARDIE PANEL STUCCO AND T-111 SDING SIDIN —END WALL DnivrADDnLiATr rDRDIEuBOcRDDA11C1C 3.5" 2 A. STEEL BRACE W (2) #10 SEL TAPPING CREWS CH-\ / 4x4 P.T. POST EN (1 INTO ACH FLA E) I / / / 3 " 20GA.(2) LTS-12 3.5" 20 A. STEEL TEEL S E PLATE OR LONGER L STU ® 24 .C. MAX. FLOOR FRAMING(SEE FASTENING SCHEDUL f-4'&6' OPTIONAL PORCH-1 Sn'_n" MAY T P LINE ENGINEERWG LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ]CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL STRAP h FASTENER SCHEWLE JAI vunliU � Ru,w�el - .a,!/RLx PORa ns-u - +RN/ase. LourT rssxER .uR!/ocs� STRAP h SWWN STRONG-DRNE®SO SCREW SCHEDULE .Rf1/R¢C uPtai SREa ! •s,[REA RNiOI nO1 mssu• .-soEnLr "owW PAer!/oEsc w m .sn.c. noon rsmax n roac. uu wR,!/ EPtn w n.00 �Asraw ,c-Dana Earw u'ra - A oRn wrmm w Auww SrvAmc rAus a w.ocu ou a sP.x 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # L13-S-L13E-170D-20 `*' HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 wRislntEaR ®.mic T,PE CgRIPo .. ME !IS PROIECTIM WRC fdE 9EPP[59Rx S151N OCCIWANLT ALLOr.BE rn.R®fA K SMRSS eac ..o soars Ana.. CzM ITIIIIIIIIIIIIII RODR 1ItE lRL6 Is/nvfr lY MlNG OP r..l1S iLOM. POE! N�. uOpulES PER RUEpE1G NAtRCNS PRG1[ Tp1115EGE NOtPlalt 9Q11[N IK.fE SOWS Mo♦.rr !:R fM. a ni5 L'-J Erm er Lrte Q Wts „-,5-20 W sm: MS X _f: LB-S-LBE-17DD WOIT ......... ........ • <O��ii \,%CENSC '•.. 6G �i � Q• i i NO. W F 64608 �.• `' STATE ; 4 j �i� �'•. FRO RIDP O ��j Fs "' if/,/ 10 g i ii NREEh- T. Baldwin P.E. J Fl.,M. Lfa 646D8 Shunt: FEIPR-3 OF 7 JY B . T SM Aewc rw5m Roos. AttKN 10 %. r. MUPT 6DI DR➢LNO GRAWiR SCRpS <1I Mo DGN route J.J• BRKE AT Y-w ABOtE Mw D MOOR Asiro DGN SlW w/(�I /)C f trauxc oRAeefa uRLws ()) MO Dtn furY.F END WALL FRAMING OPTION END WALL FRAMING OPTION OOA Ya& —... JS• BRACE AT Y-0, C.m 1') Mo DOI wR)NOC ATIKN TO MH STOC ww/() 10 M SMf pPoWNG GR'.iari 5[RElrS, MO F/�I RAXOE sn T 1R0011 DCH EN TO Sumo w/ (0) ABOVE RxbNED :aC.s, 10 NRD DCN rw+GC ATTKx TD Dcx mo w/S(��1 IIC SEIf 0aR)INc GPIBBQi %flEw$. _ (lJ MO WI M/aIGE INnTx eiofe M .'u GRH °I TT�LINE ENGINEERING LL_C L SLLNE URAL ENGINEERING ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 END WALL FRAMING OPTION 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE- 1 70D-20 "" HVHZ APPROVED — Ya& r1RA0914. I w0 TO 9WG w/ (x) CREwJ. (I) MO M. r E M YF.TAL BRAGdo. ON MO ro S1VD5 w/ (a) .s. (I) Ixro Dcx ruNGE 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFORWION :OOC T46ox ' wYefAC111RO1 YlaOwO 1TPC :p15rRKMx 114E rNE MOT[LIIOx rmE ARGR6LOH Si51Eu NM )camAxT V1owA01E MAO)FA Cf STOaifJ BGLC wv9 JffFD �ITp.Ae tvOSUS rxC10J)flC rIINOIAL PPLSSYfd LOFSTR9R ./- OIJ YPORIM1rE fACNR iY10f OW lON) wlSf NOi )!2 IbN RO011 ODD tOAD r1oOR rrvs )oAo TvuYv 9• RAIOA: Of PALLS MOOR, ROOF WA YOglLS fpl DUOOR& NmRrrNc vFmTLrnw usKc xwwvlo vaITBR IeAa xo I tra..� Br WTB mY: 11-15-20 Ld YW: NTS Q YoeY/: LB-S-LDE-1700 w tIT II...... O OD ``\\\�� ' a ..] 64608 w W _Q7 o`: �D :• : FATE • �(�� i��:.FQ ORIOP i SS ................ A\\\\ 1111111110 YCUAew T. BOICw)O P.E. Q Floran License #646D8 w sn - FBPR-4 OF 7 ��.r_ roe tNi� Ncl NTc�ls William E. Neary, III SMP-51, SMI-79, ICC5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'_O" 15" 42" 8'—O" 18 60" 10'-0" 1B" 84" 11'-0" 24" 84" 29" 84" 13'-0" 36" 84" 13'-8" 40" 84" -VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. 1 JQI:2"x4" W6'-0" 6-1" TO IV-8" 2"x6" > 1l'-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. *FLOOR SHEATHING SECURED WITH 2�'XO.113" NAIL (OR EQUAL) ® 6" O.C. MAX EDGE AND FIELD SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0" 12" 24' 8'-0" 16" 32" 10'-0" 20" 40" 11'-0" 22" 44" 1 V-8" 24" 46" 13'-0" 26" 52' 13'-8" 28" 56' 'VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. 2 & 3 SKID FLOOR FRAMING PLAN 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 axsrxucnax -E rue: P601ECIIp1 sera rwE swPx®or. senor ocorwsa .uarart xusaKre a sloreEs esc .wo sP¢n RPO W2 dfiMunE NIEIWL PRESAlIS C4CfrlG0lf "/- svPonrnu rcrm so4r wn sow aoor Ini sow noon ouo sow svy noses sHE saw rs/u •c• P.ssosc o< wsrs. stoaA, AeOr w. smatu Pw susnrc nuaecwE Pnortclrox Irs.cc wancv¢ sdEmr vs.cE souws raoucE rn s LJ J o_. 11-15-20 Wsms: Nf5 weal: LB—S—LBE-170D 0_ •C . g `wCENSBgC��i�i F '•: �i � e: J NO. TrJ LEl* 64608 F I p+- STATE O �ii FS •••, \ G � .�. 'III ii W� of Motlheh 7. Bold.in P.E. O Fluido L'cdnu 164608 O U- sheet. FBPR-5 OF 7 ' LAP SPLICE FASTENED WITH (6A"x4" LAG SCREWS ON INSIDE.(3)",4' LAG t1512" SCREWS ON OUTSIDE 9 TOTAL NOTCH CH JOIST *ATITACKITH a'x4'SON H-3 rOR(2) (OR EQUAL) AT EACH CROSSING JOIST T 0 SKID CONNECTION 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 CODE INFORMATION CaaE v[f9ax WMfACIIPQ fiul0ala ME —DON ME rRE vRortcuox EEx wwa®ox ssrtu aamwcr rxwwa EwwsaaE •/- ass euoxnvrc rAwA war oun �n noaA EEM Eaw 4"x6" P.T. SKID SPLICE 1.5 SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, 0 12" O.C., STAGGER ROWS 6". 3"x6" SPLICE PLATE FASTENED WITH (5)-SENCO K2B (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE/SECURING T TOP LINE ENGINEERING. LL_C '`."�1.. STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, [CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 US�LE WALL SHEATHING xa REVISIONS REV 1 DESCRIPTON DAT —3.5' 20GA. STEEL STUDS 016"O.C. 3.5' 20GA STEEL SOLE PLATE SECURED WITH (�'x4' LAGA FLOOR SHEATHING SCREWS 016'O.C. FLOOR JOIST r__________________ ______________ MIB 2X BLOCKING BETWEEN SKIDS AT 2"x4" BLOCKING BETWEEN SKIDS BOTH ENDS SECURED TO END JOIST UNDER DOUBLE END JOIST LEI >Q LE.I 11-15-20 ` NTS —1: LB-S-LBE-170D SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS 012"O.C. NAILS 012"O.C. STAGGERED EACH SIDE STAGGERED xO \I11111/ \ kN N;... T.:..eq'��ii WALL TO FLOOR n \.\ %A,'\GENSf '(0"ice CONNECTION DETAIL _J =� NO. F- =* * I STATE J Ld �i� •'• FLORIDP FSS .................�G of 0 M.M. T. Belaxin P.E. florlda .. 64508 0 �-- FBPR-6 OF 7 zuzv-Iz-zz Ivr LINT tN(,wttKlNc-� ArrKUVAL FLAN # LB-S LBE-1 ZOD-20 ... HVHZ APPROVED ELECTRICAL SYMBOL KEY iii YYY RECEPTACLE 40 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE FJUNCTION BOX MAXIMUM BUILDING I WINDOW HEIGHT. LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYO m I \ SEE VARIOUS END WALL / SEE VARIOUS OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE LECTRICAL NOTES_ T 1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. 2. FIXTURE LOCATION AND TYPE MAY VARY 3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. 6. ALL SWITCHES TO BE AT 48"-52" A.F.G. 7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING 8.ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. RMT— RIGID METALLIC TUBING 358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH 300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B). (A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION, EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION. EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 END WALL C T P LINE ENGINEERING LLC U STRCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBt-I /UU-2U -" HVHL ArrKvvtu w DTMx Wo MTB ow: T1-Ts-so IQ 4w: NIS X —1: LB-S-LBE-170D ,............... -j � L\CENSf •; ��i •': .J NO. LL1 LLJ 64608 fn ►"a •; eQ;Z STATE . 4U` p .,.. AL 0 R 10 P lv�� J.............. • I- �� /111110 Of 0 F- NRRh- 7. B.IdNIO I'M () r1o6d. UD 646D8 w w —1: FBPR-7 OF 7 oo_oo oo_ou TABLE 2A — 170D 30" AUGER ANCHOR SPACING TIE -DOWN STRAP BOLTED THRU r/ SHED WIDTH MAXI SPACINGCHOR FLOOR JOIST �!R�i 1/2" GRADE 5 - „ BOLT MINIMUM WITH WASHERS TIE -DOWN STRAP (1) 4.4 SYP #2 ON 8' WIDE OR LESS. � UP TO 16'-0' 10'-0" (SEE NOTES) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS n 1/2'x3" (4,000 LB.) CONCRETE ALL ELSE(CAN BE SET ON GROUND). TYPE ; TYPE 2A IA�L WEDGE ANCHOR WITH WASHER TIE -GOWN STRAP BOLTED TO TYPE 16'-1" TO 2O'--0" 8'-O" ��T 3 ANCHOR WITFt 1 2" GRADE 5 30' DRIVE 30' AUGER ° BOLT MINIMUM WITH WASHERS!I ANCHOR ANCHOR / �'-1" TO 24'--0' 6'-0" FOR ROCK/CORAL FOR SOIL/CLAY �. EXISTING 4• CONCRETE 1/2"x3" (4,000 LB.) CONCRETE ;;x;; �a ( / TABLE 2C — 1 20C 'WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) QO- TYPE 3 TYPE 2B 30" AUGER ANCHOR SPACING a. .. • • •, 1 CONCRETE 30" AUGER MAXIMUM ANCHOR I ANCHOR ANCHOR SHED WIDTH EXISTING 4" CONCRETE -WITH EXPANSION FOR SOIL/CLAY SPACING BOLT T�(PICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 1/2"x3" (4,000 LB.) CONCRETE DURABLE WOOD ORN PT .) WEDGE ANCHOR WITH 2' WASHER I -t r GRADE iw—_�_:d'--''------- --4„ 11 TIE -DOWN STRAP BOLTED THRU EXISTING 4" CONCRETE 11) 4x4 SYP #2 ON 8' WIDE OR LESS. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. FLOOR JOIST WrTH 1/2' GRADE 5 BOLT MINIMMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS I (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT & BOLT OR LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). TIE DOWN STRAP SECURED ALL ELSE(CAN BE SET ON GROUND). TIE -DOWN STRAP BOLTED TO TYPE WITH (a) 10130.5" NAILS 3 ANCHOR �WyUM 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1 2'x3" 4,000 LB. CONCRETE 5/8° x 30' EARTH ANCHOR: I / ( ) i ix� i AUGER STYLE FOR SOIL/CLAY, I ix� 1 WEDGE ANCHOR WITH U-CHANNEL DRIVE STYLE FOR ROCK/CORAL (TYPE 3) 1/2'x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER EXIS1NG 4" CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, i/4"x1j" LAG BOLT CONCRETE BLOCK OR PAD) SPACED 0 12" O.C. MAX. 2x6 P.T. SOLE PLATE AT 8'-0" MAX. - --------. 7 7j4 ' GRADE `EXISTING 4" CONCRETE TIE-63WN STRAP BOLTED THRU FLOOR JOIST �IT�t 1/2' GRADE 5 (1) 4x4 SYP #2 ON 8' WIDE OR LESS, (1) 4x4 SYP #2 ON 8' WIDE OR LESS BOL[ MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT '& BOLT OR 24'LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND). TIE -DOWN STRAP OR 3/16' GALVANIZED STEEL CABLE (SEE Na—) 5/8" x 30' EARTH ANCHOR WITH, EYE HOLE: AUGER STYLE 2x4 SOLE PLATE (NATURALLY FOR SOIL/CLAY, DRIVE STYLE i�x�l 1/2'x5'�(4,000 LB.) CONCRETE DURABLE WOOD OR P.T.) 1/2"x3" (4,000 LB.) CONCRETE I`�1 FOR ROCK/CORAL WEDGE ANCHOR WITH 2" WASHER WEDGE ANCHOR WITH 2" WASHER I' GRADE__..a-______ EXISTING 4" CONCRETE OR OPTIONAL EXISTING 4" CONCRETE t SUPPORT PAD (P.T. WOOD, CONCRETE DO •a OPTIONAL REINFORCEDBLOCK OR PAD) SPACED AT 8'-O" MAX. • CONCRErE FOUNDATION I--s"—I TIE -DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS, TIE QOW STRAP BOLTED TO U) 4x4 SYP j2 ON 8 IOEOR LESS. (SEE NOTES) (2) 2x6 OR (1)F4i6 PT 3SYB'�'2'.'SI�IDS I (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS GROUND 'AN6H% WtTHi"12", gg BALL EC.SE(CAN BE SET ON ''GROUND). ALL ELSE(CAN BE SET ON GROUND). 2" WIDE 11 GAGE STEEL 'L' GRADE 5' BOLT MINI UM THV i BRACKET TIE -DOWN STRAP WASHERS�ALS6 CONTINUOUS D - - TIE; -DOWN STRAP BOLTED TO BOLTED THRU FLOOR JOIST (1) 4x4 SYP d2 ON 8' WIDE OR LESS. ATTACHED-TO�GROUNb--MCHOR"—•� GROUND ANCHOR WITH 1/2" GRADE Wfn1 1/2' GRADE 5 BOLT (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ON OPPOSITE=_SIDE 5 B04 MINIMUM WITH WASHERS MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND)- '- - 1. (NUT & BOLT OR S),'LAG BOLT) 5/8 x 30 EARTH ANCHOR: IN x I 5/,8 x 30" EARTH ANCHOR: I��I AUGER. STYLE FOR SOIL/CLAY, I��I AUGER STYLE FOR SOIL/CLAY, I x`I DRIVE STYLE 'FOR ROCK/CORAL - — - DRIVE STYLE FOR ROCK/CORAL GRADE 1/2"x3" (4.000 LB.) CONCRETE _ `�------�-- �- . J I . ` • .• . WEDGE ANCHOR WITH Y WASHER V\i _ :EXISTING 4 CONCRETE OR SUPPORT OPTIONAL SUPPORT PAD (P.T. WOOD, �,v PAD (P T,yW00D �CONCREIEs{BLOCK OR CONCRETE BLOCK OR PAD) SPACED ° PAD) SPACED 'AT AT 8'-0" MAX. EXIsnNG 4' CONCRETE a TIE —DOWN DETAILS R 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS DOS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE ANC CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,160 LB. x 1.5). 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) 11_ HnIInW nit Snlln nnNr.RFTF RI.00KS (R"xR"x16") MAY RE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. �7AQLE 2B — 140C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-0" 10'-0" 16'-1" TO 24'-0" 8'-0" TABLE 1 A — 120C ANCHORING TO CONCRETE r r SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 20'-0" 16'-0" 7'-6" 14'-0" 8'-0" CODE INFORMATION 12'-0" 9'-6" CODE VERSION FBC 2020 7N Edition Asa-7-16 10 '-�" 10'-6" MANUFACTURER LARK BUILDERS BUILDING TYPE R OF ED BUILDING R15U LAWN STORAGE 8'-01, 12'-0" CONSTRUCTION TYPE V-8 FIRE PROTECTION NONE 6'-0" 12'-0" FIRE SUPPRESSION SYSTEM NONE OCCUPANCY Unlf1Y TABLE 1 B — 140C ANCHORING TO CONCRETE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V+-120/140/170mph SHED WIDTH MAXIMUM ANCHOR SPACING EXPOSURE D ENCLOSURE ENCLOSED ' " 24 -0 4' -0" INTERNAL PRESSURE COEFFICIENT +/- 0.18 20'-0" 5'-0" IMPORTANCE FACTOR 1.0 " ROOF DEAD LOAD 10PSF 1 6'-0" 5'-6" ROOF LIVE LOAD 30PW OR 300Ib POINT WAD FLOOR DEAD LOAD 10PSF 14'-0" 6'-0" FLOOR LIVE LOAD 60PSF 12'—O" 7'-6" "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 10'-0" 8'-6" HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SOFT. OR LEW 6'-0" 12'-0" ___REVISIONS_ REVw - DESCRIPTONr - o JD'A•TE$ IR TABLE 1 — ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 3'-6" 20'-0" 4'-0" Dra*n By. MTB 16'-0" 6-Q" Date: 4/3/18 14'-0" 5'-6" Seale: N/A 12'-0" 1-0" odel LARK BUILDERS 10'-011 8'-0" 8'-0" 10'-O" 6'-0" 12'-V 00 col SolP oO F1L&AQR* It` GOPY Ld Matthew T. Baldwin P.E. (�) Florida License #64608 Sheet: AP-1 OF 1