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Home My WebLink AboutLetter; Manufacturer Certification. F.Iprida Pr De arement,of:E3usiness &Professional Regulation Halsey Beshears, Secretary June 28, 2019 Robert Moore Lark Builders, Inc, P.O.Draw.er 629 Vidalia,,GA 30475 RE: Manufacturer Certification; IDMFT-114; Expiration Date:, June 28, 2022 Dear Robert. Moore - FLA Manufactured Building Program MI Biair§oneRoad Tallahassee, Florida 32399-072 Phone:850.487.1824- Fox: 56.414.8436 Ron GeSantis, Governor FE'E" 310 2021 ST. Lucie County, Permitting It is my pleasure to inform you that Lark Builders; Inc., located at 409 DIXON STREET, P O DRAWER 629, VIDALIA, GA 304751 has been approved under the Manufactured Buildings Program,:as provided for under Chapter 553, Part I, Florida Statutes, to•manufacture Factory Built Schools, Storage Sheds, Mtnufactured Buildings for Installation In -Florida, Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the: plans in accordance with the current Florida Building Code. .Your Third' Party Agency is a contractor for the Department and has statutory' authority and responsibilities that must -be met to. maintain approved status. You may expect and demand quallty plans review and inspections.: Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans) for compliance with the Code by your Third Party Agency for plans review. Please ensure. that your plans.are in compliance and are properly posted on our website. All site -related installation' Issues are subject. to,the local authority having jurisdiction. The Department's contractor will make unannounced:monitoring visits atleast once each. year. You must grant complete access to your manufacturing facility and records to. remain in compliance with the rules and regulations of this program. , Your certification is approved for three years from this date. You will receive a renewal. notice by Ernail generated by the BCIS (wWw f oriOat�uildina.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850=717-1835 or our FAX at 650-414-8436. Please visit our website at www,f on h I in erg to see valuable Information on the Florida Manufactured Buildings Program: A copy of this letter must accompany applications.for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:Top Line Engineering, LLC ,0E..TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS December 22, 2020 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE RE: Plan Approval Lark Builders Plan # LB-S-LBE-170D-20 Dear Mr. Campbell, NOV 30 213'21 Permitting Pursuant to the requirements of the Department of Business & Professional .Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 71h Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61 G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you. Res ectfully, illiam E. Neary, I Business Partner Top Line Engineering, LLC BILL.TLE@yahoo.com *** Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 SU--U MAXIMUM UUILU1NU LtINUIH - JU-U MAX rUK VAULItU KUVr , PTIONAL PORCH-4' OR 6'-1 VAULTED VAULTED SLOPE SLOPE 7� UJ L J SGNDARD SLOPE i 00 MT [::IIDARD 1 RIDGE 0 3.5" 20GA. METAL FRAMI w END WALL TRUSS ® 24" O.C. I IX. K srAxaLRo SLOPE END WAL I TRUSS ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES T P LINE ENGINEERING LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ROOF FRAMING P Ly N CRAFTERS ARE 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 +21.8 -48.2 +31.9 115.2 +17.4 -62.6 +17.4 -24.7 +31.9 136.9 +31.9 115. +31.9 -19 5 +38.2 -48.4 Please note:,Any'questions regarding local,.permifting should be directed to the Manufacturer. The Manufactures is contact infomiatlon canoe foundin. the title block of the plans. APPROVED FOR HVHZ FBC 1626.1 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 YM THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN 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 SIP 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 BURRING CODE a. IN ACCORDANCE WITH FBC 1609.1.2. "STORAGE SHEDS TWIT 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 -FT OR LESS AND THAT ARE INTENDED FOR USE W CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THIS CODE. STRUCTURES 400 SO -FT OR MORE SHALL HAVE AN 80" MINIMUM DOOR. 1D. 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. I I. 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 FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720 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 AHJ AND LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS. 17. FNHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS INSTRUCTIONS. 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 CONEIRIKROx DPE ERE %A1IFEDOx RVE SWPR640x 6iIFx OCtliuCY AMDR.BIE IIUVBA Or STOP25 BA:R RP0 SPEED v.-,NeM dCOMAIE NIERNV. PRESSURE aoEnxon .�- Ru YPOIfTN4:E FALEDR PORE DMD tD.D ,arsl X1 LHF WM l0•D OE •NUS. fIDDIL RDOi n,mry WA _ PER ammo Rr•.ie PROTEETM _E IDFAn£ saLTEn IR/lE ru ruouDE ' REVISIONS I DESCRIPTON DATE BY W MIS Q oom 11-15-20 W _ NIS x g ._J LLI I - Ip• � L, -0: LB-S-LBE-170D T. ��` �.•` ~L%CENSE �••:D�ii .S' : ��? •:Zi NO. = = 64608 lot: z i :: STATE :: 4 i` �e F � "i I"-., ORION �iii ` o``• MOM- T. Bddx. P.E. Florida Lic 64608 O Dof -.--L= 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 ROOF PANELS FASTENED WITH .25"-14x.75' HWH TRAXX/1 AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. b s�:: FIX 409 DIXON STREET VIDALIA, GEORGIA 30474 ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING PHONE NUMBER: (912) 538-1888 WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL CODE INFORM4TION POINT AT 6" O.C. Ewa• ww,rrcn„+m M _ , OVERHANG OPTION DETAIL rx 3.5'-20CA METAL STUDS. x SPACED AT 24' O.0 MAX. a 3.5' BRACE AT 3'-0' 3 ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) #10 I SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #80.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING K WITH #3DRILL 6" D.C.EWS POINTHEAD —VARIES, 6'-0' TO 13'-8' SEE ROOF FRAMINGFOR I FRAME SECTION SCHEDULE BRACING SEPACING To s—I L• TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED rac rRorttTrox rrrt suswssox nsm Nmu a pffl r tmntrxr rwRrN+a c•ttoR v- n,s mor ocn ,aw Roor uc ,ao � noon ova ,oeo ,onr noox wE uuo >rn=.r. •R• R..iE,G Or MILS. FLOOx. RDO! w- ,oaanv¢ rxo,rciwx us.cc ,rmarx¢ swim+ us.¢ svuws DwT.¢ r REVISIONS w owe 11-15-20 s w: NTS LB-S-LBE-170D ONme/: dTff��<O''' L\CENS4-••,• �i�� •ice N0. Lil F _ 64608 _ SSTATE FS...... ... •• '�G �� ''�7Sf A11 Ld O I 0 O 1`1.6�B, 06 P.E. Flohla Liceeue W608 2 sh-- 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) — J" T-111 WOOD SIDING TOP PLATE HARDIE PANEL STUCCO AND T-111 SIDING END WALL — HARDIE BOARD SIDING - POLYCARBONATE GREENHOUSE PANELS 3.5" 2C GA. STEEL BRACE W (2) #10 SELI TAPPING CREWS CH 4x4 P.T. POST EN (1 INTO I ACH FLA E) 3 20GA. (2) LTS-12 3.5" 20 . STEEL TEEL SCLE PLATE OR LONGER STU @ 24" O.C. MAX. FLOOR FRAMING (SEE FASTENING SCHEDUL ) r-4'&6' OPTIONAL PORC Sn•_n" Leev T40E 70P LINE ENGINEERING. 1- �L STRUCNRALENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL SMR k FASTENER SCHEDULE JAI RA°�F�� xNL nsmd _TM.1 PA�x3�FG P1 oFse ��Roai�1 WnFnLFc ,noulol xn vx vWxFnLx Asroa noon rAsn,me wmrN� STRAP h SNPSON STRONG-MKVSD SCREW SCHEDULE R . — wDD `N > w ' IAN— w r °0°D" eoo o-wFAu• a-Nror,s• rAmFAoac r�noRw ,� _ _ any x•..nox .sm wm a mAN� 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED 0 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 wwFAcnAml Ib20nIG 1ME coxsnmcnox TIPS rR[ eaatD:Trox wa rvc SIASREmax srsm ,o�¢ oc,.wurR Auouaz xuuBLn a sroms Lxnoswlc Dmsm NINWK PPES4Jrs coancaHr .,- n,s Iueonuxec werca RooF ouo lam n F lAc lore noon rcAo Low ,00u n noon vrt La.o Fsnarsr •m wTo¢ a vNts, noon. RooF wA xoaAa w+rAnGnc wc,ecu¢ mmErnNH uveE lormrrA¢ saLTm usArE mans 1Dow REVISIONS F D > MTB Q occ 11-15-2D LLJ sw.: NIS x LB-S-LBE-170D d �E�i ................ ��'��: '• L\GENSC •'•.��y i� NO. W = 6460E = ° STATE ''' 0 NVRNn T. Wd"in RE J J Florida Lice 61608 5 �FBPR-3 1 7 ss- GRACE a �-o- KnCx TO EsTw x/(:) N& SELF ORRLW HO WARBER SCREAS (lI Ort0 FAU1 RE OS• —I Y-0' ABOVE M� Tun ATIApI TO Elc1 SILO x/(t I I. SEIE OfIOIIXG (iw®ER SCRERs (1) MO FAd iL111fi END WALL FRAMING OPTION END WALL FRAMING OPTION O W. RRACRIO. CR (1)An v- xN M W 6RAlI AT Y-0' ATTACH TO M. STEW x/(Y)� iEC TO M =OER OOp. (I) Rf0 [ RAKE TO EACH xIU p) AIIACX }0 [KX (1 SEIf TO m/ffiR scars. 110 (1) MO D_ _OE 1nOTx cmr�OmIF_ -AL' TOP LINE ENCINEERING� LLC bSTRUCTURAL ENGINEERS RE William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 END WALL FRAMING OPTION END WALL FRAMING OPTION 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED O4 UETAL 6R.WK. FACX Elm TO (R) CRLK. (1) RIfO EACX -OE 409 DIXON STREET VIDALIA• GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFORMATION CODE HRSgx - 1LVufKTWG BL�ANO 1Wf CcSTRUOIiOx 1flE FOE MOTEL NoiR rmE slciRCssax smn ocwiu+n ALLOxA&E NA®1 OF SroRas 6 5C xM Y'® v�1TUM [iP091RE CNCIOLOVC OAim01 iR Fa[fUML PR641RE CO[iRCR'Nf ./- olA YPORTwCl FACTOR ROOT DFAp LON ROOT IlrE LONI n ROct O(M LO10 1Riff FLp011 LM LOY1 n/vlrn Y N1R1O K vu a ROOK ROOF WA 11CC111S RF flRORIO 1RR1RCwf OROTE000.1 USLOE HRR1CAfE SMELTER USAGE SOIUPL f00TAt 1 REVISIONS afA YETIL [a.1[>MG. i FAcx ExD TO snKs x/ (R) xE.z. (1) Rrto ucX nArcE GSM Om a1 MT 11-IS-40 LLJORNe sm : NTS NwxF. LB-S-LBE-170D Q w O q ��............ —f NO. .•:2 64608 _— STATE '\-4G II/I'll A11 Q 0 �%,% Notth- T. BNExin P.E. Q Florida License #64WS BhKtt FBPR-4 OF 7 z William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0" 15" 42" 8'-0" 18" 60" 18" 84" 24" 84" 11'-8" 28" 84" 13'-0" 36' 84" 13'-8" 40" 84" ,VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. SGHtUULt rUK SIGt�, , 6'-O" 1 2"x4" 6'-1" TO 11--8" 1 2"x6" > 11'-8" I 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 2J"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" 2D' 40" I V-0" 1 22" 44" 11'-8" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" -VALUES ARE FROM ENO OF JOIST TO CENTERS OF SKIDS ONLY. 2 & 3 SKID FLOOR FRAMING PLAN 2020-12-22 1UF LINt tNUINLLKING AFFKUVAL FLAN fF Lt5-J-L15t-I /Uu-ZU __- nvnL ArrKvvr-u xf� IIQr�� 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 tewlawlwm tuR➢atG 1FPE camalcrox lmc .-a rex reotrclrox w:4 rmc ve=vlxsvox ssm aawNZT rllO� PI¢54hS CaErfwuT ./- a:e rroBuxs rw.Ton roor ovo taw Ixror tee tao naoa ouo low naoa txL tow >v+»oQ v BALMG s wu. rtmL Boor w+ :awus oLa ausu+o lanrecwc raolTc iox Vs.cc I+cairwc stnrza us+x souxx: rom+rf REVISIONS r LJ mu 11-15-20 Q scm. Nf5 W ewaV/: LB-S-LBE-170D 11, N T. M �%%�,: &,q 16 .............. _NCENSf.. f NO. ':ZS W uj 64608 * *� j1 SSpTATE ft�` Yallhe T. Baldwin P.E. O 1 Rondo L':cee64WB 0 J Li 5n«l FBPR-5OF 7 t012" LAP SPLICE FASTENED WNH (6){"x4"G SCREWS ON INSIDE, (3)Tj"x4'lAG REWS ON OUTSIDE (9 TOTAL) 411x611 P.T. SKID SPLICE 11.5 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 K26 (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE/SECURING L^ - LINE ENGINEERING. LL_C `STRUCTURAL ENGINEEILS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 1j'x1j' NOTCH FOR EACH JOIST *ATTACK JOIST TO SKID WITH T)-W CREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION 3.5' 20GA. STEEL SOLE PLATE SECURED WITH 1j"x4" LAG SCREWS 016'O.C. 2'x4' BLOCKING BETWEEN SKIDS UNDER DOUBLE END JOIST SECURED WITH (3) 0.120"x3" NAILS 012'O.C. STAGGERED WALL SHEATHING —3.5' 20GA. STEEL STUDS 016"O.C. FLOOR SHEATHING —FLOOR JOIST 7 2X BLOCKING BETWEEN SKIDS AT BOTH ENDS SECURED TO END JOIST WITH (3) 0.120•x3- NAILS 012-O.C. EACH SIDE STAGGERED WALL TO FLOOR CONNECTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # 1-13-5-LBE-17UD-20 •" HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 rrarr s r•eroB aoor ouo uw noor uc iwa v Wore o< w:s, Bnat color w• wnx[s rfx mnnro xrwr c wmrtcrar us•cc �o REVISIONS LLI con d wTB o 11-15-20 sm: NIS uaed/: LB-S-LBE-170D WI I T . 8,q ",� -1 �•�r NO. LJ LLI a 64608 1n I 0's eQ :• STATE 4j r: FQO RIOP %% �r0' 1 111';- 0_ Yallne. T. BalE.in P.E O Flore, Liceive s4eoB O _J 5 e.t. FBPR-6 OF 7 ELECTRICAL SYMBOL KEY RECEPTACLE 40 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE Pl JUNCTION BOX -0' MAXIMUM BUILDING `sLlt[J, 409 DIXON STREET VIDALIA. GEORGIA 30474 PHONE NUMBER: (912) 538-18' I o ~ o - I W 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 LAYOUT wxw•cluxx -" Mnmm trrE coxsrtacnox me �-. rxc mmcclrox ,na \ SEE VARIOUS END WALL FRAMING SECTIONS FOR SFRAMING EE VARIOUS END WALL \ / \ SECTIONS WALL AND DOOR FRAMING W AND DOOR FRAMING / \ I/ OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE J auc ..m znm v�no1. arasuae L.nnsuu onmm rll[AAII. VPF591PE [aLmcort rmr oca IA.o woor urr Low ,mv noox ow ro.o �� Or xAMS, rLaa1. POOr W. lF5 iOt OLLGR' wwwna w+mrrnox us�cr wnxrrx aaiml vswa moos coos¢ r ux REVISIONS REV DESCRIPTON DATE BY ELECTRICAL _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 (1OFT). 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). TOP LINE ENGINEERING LLC 'T.,._ L 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-L8t-1 /UD-2U — HVHL APPKV VtL) � o- ar UTB W11-15-20 NTS X umn/: LB—S—LBE-170D VxCENSC J ��? NO. .•iZ! w = 64608 V) N ; �05 ram � � :• STATE "';"/00 C) I- 1 I111f`� M011x- T. Bcidxm RE CJ Florida U.— rAWS w Sh"l. FBPR-7 OF 7 ,JI