Loading...
HomeMy WebLinkAboutManufacturer CertificationFlanda fY Dw�pai tment-6f Business & Nrafessi©naf Regulation Halsey Beshears, Secretary. June 28, 2619 Robert Moore Lark Builders; Inc. r P:O.Drawer 629. Vidalia, -GA 30475 RE: Manufacturer Certification, ID MFT-114; ExpirationDate:. June 28, 2022 I Dear Robert.Moore - FL.A 1,4anufscturedE;UildngProgram 2501 Blair Stone Road Tal Iahassee,.Flaritla 32399-0772 Phone;W.4871821, Fax 060:414,8436 Ron: QeSantis, Governor It is my pleasure to inform you that Lark Builders, Inc., located at 409-DIXONSTREET, P O DRAWER 629, VIDALIA, GA 30475, has o.een approved .under the Manufactured Buildings Program,.as-provided for under Chapter1 5,5.3, Part I, Florida:Statutes, to manufacture Factory Built Schools, Storage Sheds, Manufactured Buildings for installation In:Florida. Construction or modification on a manufactured building.carinot begin until the Third Party Agency has approved'the. plans in acco dance with the current Florida. Building Code. Your Third Party Agency is a contractor for the Department'and has statUtory authority and responsibilities that mustbe metto maintain approvedlstatus: You may expect.and demand quality plans review and inspections.. Each Code change will make your plans obsolete until they have, been reviewed, approved. and indicatdd;[on the cover page ofahe plans] for compliance with the Code bY%your Third Party Agency for plans review. Please ensurei 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 at.least once each. year. You must grant complete access to your manufacturing facility and records'to remain in compliance with the rules and regulations of this program. , Your certification .is approved for three years from this date. You will receive a renewal notice •by Email generated by the BCTS (www f oridabu'iidhggrg) for online renewal: If you have questions you may contact Robert Lorenzo at 850-7.17=183.5 'or ourFAX at 850-414-8436, Please visit our website at www.floridabUil inn 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 ,� 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 1 RE: Plan Approval Lark Builders Plan # LB-S-LBE-170D-20 Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been; reviewed for compliance with: i 2020 Florida Building Code, 7►h 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 noway 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. i If you require my assistance in anylway, please do not hesitate to contact me. Thank you. gi ectfully, m E. Neary, 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 PTIONAL PORCH-4' OR 6'-1 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED Ip 0 VAULTED VAULTED SLOPE SLOPE p_ p I LyJ I � STANDARD SLOPE i � STA DARD RIDG ROOF SHEATHING SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES LTOP LINE ENGINEERING. LLC STRUCil1RAL ENGINEERS William E. Neary, III SM13-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 RAFTERS ARE IN -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 4 5 ZONE +21.8 -48.2 131.9 15.2 +17.4 -62.6 +17.4 -24.7 +31.9 136.9 +31.9 1 15. +31.9 -35.5 +38.2 -48.4 Please note: Any questions regarding Iocalponnifting,should be direcfed to the Manufacturer. The ManufacWier's confacf'infomidfion can be foundih:fhe`fifleblockof 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 FELT (67 U2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE UANDATORY WmBoRNE DEBRIS d(PAOF STANDARDS OF TM CODE 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURN. 2. BUILDD MISS INGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 3. REF BURRING IS EXEMPT FROM THE FECC PER SECTIONS QUIRERIOI.4.2.4. RTO ME 4. REFER TO TIE GOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. S. ALL LUMBER FOR CONSTRUCTION WILL BE B2 SYP EXCEPT AS NOTED. 6. CURERS STALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JUR50ICTION AND PERMITTING REQUIREMENTS. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE 8. W 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 SOFT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THIS CODE STRUCTURES 400 50-FT OR MORE SHALL HAVE AN 00- 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. IT. 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 1 626. 1 EXCEPTION IF): 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 WINDSORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7M 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 B1' THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS. 17. HVH2 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 Cp61R1101tlM T19E F62 f`IMTRRM VAa Fn SIPPP)S90M SRITY .Gr 1� IYUaLtl1E MDOL,L PA¢4URE c4Drxort H. A,t .�amxc FACIdi POO( oO.D tND Aoor LNC ulw !LOOK OE,O lOUD r1001t LNE IDw USV,ary W > n"' DV: 1XT8 Womc 11-15-20 s� NTS X Me4VF• LB-S-LBE-170D IT ..... IIeq`'''' IL. .W LICENSE _j NO. W 64608 F- STATE ORION O i� cis •... G �� W MaNH2. T. Ud.lo P.E. O Florida L - f646OB [ - FBPR-1 OF 7 3.5"-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE 6. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING x 3 I _ VARIES, 6'-0' TO 13'-8" FRAME SECTION H V H�Z APPROVED __ ----_______ _______ ______ ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 SEE ROOF FRAMING AT 6" O.C. SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS - SPACED AT 24" O.0 MAX. OVERHANG OPTION 3.5--20GA METAL STUDS, SPACED AT 24' O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE HED FLOOR. ATTACH TOISEACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8x1.5" GRABBER SCREW (OR EQUAL) AT 6" D.C. --- __ ____ ________ - - SEE ROOF FRAMING SCHEDULE BFOR RACING 4PACNG LINE ENGINEERING. LLC STRUCNRAL ENGINEERS STUDS William E. Neary, III 3.5-20GA METASTUDS MAX. SMP-51, SMSPACED AT 24" O.I-79, ACC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 OVERHANG OPTION ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER IO-16X1 TEKS PANHEAD SCREWS WITH M3 DRILL POINT AT 6" O.C. ---------__ _ __ ___ "'-- I TO 6—I DETAIL 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: 912 538-1888 CODE INFORMATION cox man _ _ wwF.DnmrR caamucmn twC rRr wmtrnrox rxrt: siaFRrsaox ssm occwun unnr .uoR.Rie N—RsmRLs rxna9mr NIrA. eRFswu cC6ixYNf y_ rRaRortx FaraR Roor x wiRm DF r.Ms rww, RDor W. - - - - xoaus Rm anDoc �umaDv¢ moire nx us.Dc REVISIONS REV DESCRIPTON DATE BY Q °iai R" wT8 LJ Dam tt-15-20 NTS x O a H L N Q o LL O R=a+F. LB-S-LBE-17DD `����N11T ��Bq ii,�� ` Q-_.•' N0. 608 �*F 64* *=_ O STATE � z o:: F ;• �v "1 '-. F� 0 R 10 ............ L. '1,°1� 1110% MdiroR T. B.Id M P.E. Florida U- 64606 C) 9 Of sn«E FEIPR-2 OF 7 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED 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" 2013A. STEEL (SEE FASTENING SCHEDULE) — CT-111 WOOD SIDING TOP PLATE — HARDIE PANEL STUCCO O AND T-111 SIDING END WALL — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS 3.5" 2 A. STEEL BRACE W (2) 4x4 P.T. POST #10 SELf TAPPING SCREWS EACH EN (1 INTO IACH FLA E) 3 20GA. (2) LTS-12 3.5" 20 A. STEEL TEEL S E PLATE OR LONGER STU @ 24" .C'. MAX. (SEE FASTENING SCHEDUL) FLOOR FRAMING r-4'&6' OPTIONAL PORCH-4 so'—o" MAX 0 TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL STW & FASTENER SCHEDULE JAI rurD�lef wn/Nrsn wL rAsiad Ef1p vacx mnid �� r - tMc - - rurl/,sn fof we AOAt I.Rf//06c war IIWn fASTD01 m-ow�c sov. N• Inx .rn _ _ s/n x• xen .sm r rn0sr`a`nc s rt �`aamn"' woos om s swx STRAP & SiN N STRONG-DRNE®SD SCREW SCHEDULE ran1�/otsn war nu�AnExa . oun: rsn.w r.tra ~ mmu r"Rt�� wear rsrnaA wnat s-soots• - - n run//otm war T7- rA anW Isv-ta tsu -morns- u• 1 rNn1/atsn xuL rAno:A (Loon rsaHrn m4 N'rCCr f/eY m' utMp .Sm orm r srxL� 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 coramuaiox ttPE r-o iTE ITWTax toy¢ I--- wxr: aaawne rxoasiac nmsm M1Iwa. nlraucE camxpr ./- ntn �PORUtCE iACTq coot tuw taw coot Irc taa nos+ orw Low noon 1NE taw rs/tary v rumrc a' ..tas. rman. coot wA IroaAFs rm auAacA: w*nrAr¢ Pi¢rEn us.cc scuus rooms na son n tas ,Q MTe oetc 11-15-20 NTS X —1: LB-S-LBE-170D d g ``� ( i � ~•�\CENSe •'• ���� Qr i ••iZ J NO. LLJ = 64608 — F-Ln i p°;• STATE g0 i A J MaltAe. T. Baldwin P.E AWe. Lk— #64M J snret. FBPR-3 OF 7 NiPIE iW6xE0 RODR •mcn m Fi1[x STUD w/Iz) IID SEIF DRIl)xo DRN38ER YREwS (17 Mo FAtlI nr+c.E ,WVE Emmw noon •nam( xmow/R)III SEIF Df¢Nwo GR�nBER YR[w5 (1J MD FKx FUNDF END WALL FRAMING OPTION END WALL FRAMING OPTION Fla eu.cmc. ]5' •r ]•-0' ram to moc w/ (z) �K IU DIm FIGx RuaE "w xxDdwMxDxmoeemw/une is (I) MD FIQI NNIGE xw mu auaxc. W 3'-0- ucll an m snos w/ (z)ROOK :REws, h) Mo aol IuxcE ♦mlcx TD ucx mo w/UI nD SEV (I) DROICR,130FR YRE'IS, (I) MO UQI FlM1FiE 1RelN eK<CH -AT P LINE ENGINEERING LLC bESTRUCTURAL 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-170D-20 *** HVHZ APPROVED — ua& au G. I WI END M mo5 w/ (]) SE`S. (I) 0110 R 5E ow uErN. ax�+c. EILII ) v sns. (1Drto EKx rwcE M `� HIW 409 DIXON STREET VIDALIA. GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFORLMTION :ODE vFImM - wasNnwER xIEDD10 1MY :oxsluNnox 1zrE roe rRonctron TEo 9� 9ow SRI[Y �R �romNCE F,LnK FaoF oE,o lo.o Raa INc lao rtawl wD Eo.o Irov � rtooR INc Lan zv.nrsE v wnxc a WLS NDOR ROC: w• uooaEs EER aunty x Jwc vemuamx vvDE n� cva va rzR wv�c mows FoovrE REVISIONS ' trw Cy LRB LLJs Dolc 11-15-20 am NTS Q —p. LB—S—LBE-170D W O\\\\\2 6 . 9q f'/i/ m�rENSCC ........ / d r 64608 J w W .. STATE " .: G \ Nod. T. BDIE � #646os Floexla Lkense 608 z snit: FBPR-4 OF 7 William E. Neary, III SMP-S3, SMI-79, ICC5185040 10649 OakvieW Pointe Terrace Gotha, Florida 34734 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A 8 6'_0" 15" 42" 8'-0" 18" 60" 10'-0" 18' 84" I V-0" 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. WIDTH I 6'-0- 2"K4" 6'-1" TO 11' 8- 2"x6" > 11 •-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 MAX. SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B g•_p^ 12" 24" 16' 32" 10'—O" 20" 4D' 22' 44' 24" 46" 26' 52" 13'-8" 28' S6' -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 f 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 rr2 PPo12EOnM rwc vwravox arno1 NIERWL PR6AIX COFIMMt "/- 6f" P@tlflM[l iACMR ROOT DFM IMO ROOP lA£ IONI ROOR DUD tOW _ MOR IhE lR� m/13fP5I - _ _ _ .if MIWO K Wr15, f1DOf1, ROOT "W" IWpUEa Ppi WIibF - HWA<'.VE 9m1FA vSKE SOWIE i00WE REVISIONS W �'" e/ VIM J m� 11-15-20 Q W 5cme: NITS —k LB-S-LBE-170D 111� ``���IIT �i i •':'L NO. = I,Jj ' _� 64608 STATE =O F0F P+rr< ice' �: ORIO '''' g �,0111 III (if Yonne. 7. BalC P.E O Florda Uccnse 6f606 O sheet FBPR-5 OF 7 1j"xlj" NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH a"x4' 512' LAG SCREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING LAP SPLICE FASTENED WITH (6)&"x4- t1 ON LAG ON JOIST TO SKID SCRLAG EWS OUTSIDEI (9 TOTAL) - ------ --- CONNECTION 43)x6" P.T. SKID SPLICE / 1.5 SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, ® 12" O.C., STAGGER ROWS 6-. 3"x6' SPLICE PLATE FASTENED WITH (5)-SENCO K28 (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE/SECURING -4 TOP L1NE ENGINEERING. LLC ``.11.. STRUCNML ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 3.5' 20GA. STEEL SOLE PLATE SECURED WITH rj"x4- LAG SCREWS 016"O.C. WALL SHEATHING —3.5" 20GA. STEEL STUDS 016"O.C. FLOOR SHEATHING — FLOOR JOIST I ------------ 2'x4" BLOCKING BETWEEN SKIDS 2x BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST SECURED WITH (3) 0.120-x3- WITH (3) 0.120"x3- NAILS 012.O.C. NAILS 012'O.C. STAGGERED EACH SIDE STAGGERED WALL TO FLOOR CONNECTION DETAIL 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 Y.wrecnrm� aRmm 1wr co ��aucnox mx rax BtliDCipx na Lvx sawavon ssm mmvac mam Yrtwui rpcsvixc coorxnrt .i- n:s .aaml¢ E/CI08 mor oro uuo xoor uc wa Y R�iYG Oi *FLLG RM1l Boor - x/� xJWE PFR BY�➢xC REV1510NS ' LLJ o-.M or Y1B M.: 11-i6-20 s"": NTS LLLQJJJ X CO —f- LB-S-LBE-170D �T lffe/����''i LICENSE "-��yii Z Lj Ld H 64608 I- I STATE _ Q �i�0�ORID CC O YalV:n T. Bo1C.in PZ Rn kb U—e #646D8 O L, ---E FBPR-6 OF 7 ELECTRICAL SYMBOL KEY RECEPTACLE 240V 40 RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE O FLUORESCENT LIGHT FIXTURE Pil JUNCTION BOX —0- MAXIMUM BUILDING 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 I ,7 0 \ / / SEE VARIOUS END WALL SEE VARIOUS END WALL o FRAMING SECTIONS FOR FRAMING SECTIONS FOR .I WALL AND DOOR FRAMING WALL AND DOOR FRAMING- W \ / OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE LECTRICAL NOTES: Y 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 (LOFT). 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). `i�l-_' TOP LINE ENGINEERING. llC L $bE STRUCNRALENGINEERS William E. Neary, III SMP-51, SMI-79, ICC5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 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 rairtrnox uwc � a sror,¢s mes owu wu NI¢41RE mesntmrt .�- n.. OUD l0/D arvE Ia.o tt oceo uuo ,aysr m a 1nE L0.1D +v,sYs. WA .a rtc mnuw rv¢ vaalscme� us.cc mv¢ sutrzx usrx r¢ romrf o su1. a ua REVISIONS ' w trv., By. MTB Woac 11-15-20 s or NIS % Mo t LB—S—LBE-170D T d .... `Y. ` %*I%-, Q ."•~�10ENSf~••'•:��ii Q:' •`:Zi J act: NO.LLI w 64608 STATE �(v` RIDI" J L U �101 111 M.Uh- T. BG I. P.E. U Horse u: s�eDe w FBPR-7 OF 7 v