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-T+ETOP 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: Plan Approval Lark Builders Plan # LB-S-B-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: 2020 Florida Building Code, 7th 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, J�/ - g 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 Y Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 ROOF SHEATHING OPTIONS: ROOF FRAMING PLAN - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES a.. Please note. Any questions regarding locatpermitling should be directed to the Manufacturer. The Manufacturer's contact information can be found In the tiNe block of the plans. DESIGN PRESSURES 170mph BASIC WIND SPEED 1 1 2 1 3 4 1 5 1 WALLS ZONE +7.5 -57.9 1 +7.5 -62.3 +7.5 -68.1 +7.5 -74.2 1 +7.5 108. +20.0 -22.2 �j(.T TOP LINE ENGINEERING. LLC J:. STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ]CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ROOF SECURED TO WALLS WFTH BUILDDC /10-16.1 PANHEAD TEK SCREWS O 6'O.C. -SIDE WALL ROOF SHEATHING SECTIONS ARE CONTINUOUS FROM SIDE WALL TO SIDE WALL OPTIONAL BOTTOM CHORD WITH LOFT OPTION 13'-8' MAX. BARN STYLE ROOF 3.5" 20GA METAL FRAMING ® 24' O.C. MAX. APPROVED FOR HVHZ FEC 11MIL1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DE"IEDD FOR HUMMR HORTAT" Alp THAT NAVE A FLOOR AREA OF 720 SQUARE FEET (67 f,12) OR LESS ARE NOT RE)"ED TO COMPLY WITH TEE MANDATORY *KBORW DaRtS IMAACT STANDADS OF THIS COOS 1. FOUNDATION NOTFS 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. BUILDINGS ARE APPROVED FOR RLAWN STORAGE ONLY 3. THIS BUILDING IS EXEMPT FROM THETHE FECCCC PER SECTIONS 4. REFER TO TIE DOWN ET CO FOR PROPER INSTALLATION REQUIREMENTS TO NEST CODE 5. ALL LUMBER FOR CONSTRUCTION WILL BE 02 SYP EXCEPT AS NOTED. fi. CUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITIN REQUIREMENTS. TO 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED PLANS A0 THE FLORIDA BUILDING COOS. 8.IN ACCORDANCE WITH FBA 1HABITATI STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIREDD TO COMPLY WITH THE MANDATORY WINOBORNE DEBRIS IMPACT STANDARDS of THIS CODE-. 9.IN ACCORDANCE WITH F13C 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 SO -FT OR MORE SHALL HAVE AN Bo_ MINIMUM DOOR. 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (I)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 META. 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 RREARS/BENDS IN THE STRAP. 12. AS PER FEC SECTION 1526.1 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 WINOSORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13, COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FSC 7T. 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 AN 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. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS INSTRULTON,. 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-B-170D-20 "' HVHZ APPROVED w�r 409 DIXON STREET NADALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 Ii06' NE tno Sm Fvr Im Rm w M Ao r1aoR 1Ac I(I,O TNI� 9Y - "...A Rom Rlii II/A Ymaf3 R01 fA{OO NIA3M( RMI[i:l�ll 16I(Y b Z 03 �''<� J `11 ;�` LLCENS W W � Q•: _ i ��c NO. •:Z� F- = 64608 i of tQ STATE O Nalth.A T. B.IdFIn P.E Florida U-- 64fi0B sn: FBPR-1 OF 6 SECURED WITH (2) H3 OR EQUAL (SEE FASTENING SCHEDULE) END WALL WALL SHEATHING OPTIONS: - BOX RIB ALUMINUM - TWIN RIB ALUMINUM - DUTCH LAPSIDING ALUMINUM - DUTCH LAPSIDING STEEL SIDING - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) - I" T-111 WOOD SIDING - HARDIE PANEL STUCCO AND T-111 SIDING - HARDIE BOARD SIDING - POLYCARBONATE GREENHOUSE PANELS END WALL 3.5' 20GA. STEEL TOP PLATE 3.5' 2 A STEEL BRACE W (2) 10 SE TAPPING CREWS CH 4x4 P.T. POST EN (1 INTO CH FLA E) 3 " 20GA (2) LTS_12 3.5" 20 STEEL EL S E PLATE OR LONGER STU ® 24" .C. MAX. FLOOR FRAMING (SEE FASTENING SCHEDUL ) F--4'&6' OPTIONAL PORC - 11 AV T_ TOP LINE ENGINEERING`l,C ��TRUCNML ENG INEEIlk William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL '�a000e �Dann�ncrrr-m-�r I�amaa SVW & SU—N STRONG-O K—D SCREW SCHEDULE raRor ewr/�mc wa/iasc 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-B-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 enrno� PIE ®r�rt ./- uu �ramura rAcmr R06 QAD uv& Ras uic wo m ear ao ewm am rwr 0z yrR G_ ra. 11-15-2D Q soa. Ms m ,. ..h• LB-5-B-170D VkCENSC No. ?2� 64608 0 O -. STATE T. BkaVia P.E LLI S.11& Florida llttnve J64aW sh— FBPR-2 OF 6 35' BRACE AT 3'-11• ABOVE FINISHED FLDOR ATTACH TO EACH STUD W/(2) 010 SELF DRILLING GRABBER INTO EACH 5(RETiS W BRACE AT 3-0' ABOVE FINISHED FLDOR ATTACH TO EACH STUD W/(2) 010 SELF DRILLING DRINKER SCREWS. (1) INTO EVOI FlA1HLE . 024' O.C. O 3S'-200A METAL ATTACH 357 BRACE AT S-0- ABOVE FINISHED TBRNENG. EACH Do TO SARIS FLOOR. ATTAR TO W/ (2) 010 EICI STIR W/(2) SCEWS, (I) INTO FACT Fl/21DE Ito 31F DMIM MFACF NOTE THIS BRACING IS REO b� Fl] d! a0F WA315 rBOTN 9nES OF FAN f1IHRNFRI 35' 2OGA STEEL /'SOLE RATE O b4. O.C. MAX �AB4 6-0' TO IY-e• LI IM2 FFE (2) 2a6 OR (1) 4.6 P.T. SIP END WALL FRAMING OPTION I2 SODS. END WALL FRAMING OPTION '-2om METAL 35• BRACE AT 3'-U• CING. ATTACH ABOVE FINISHED H am TO STUDS FLOOR. ATTACH TO (2) #10 EACt STUD W/(2) EWS, (1) INTO 110 S MLLDIG H FIANCE DPASS R INTO FACN Fl/JNC) SCEWS, (Q FFE ��T TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS 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-B-170D-20 "' HVHZ APPROVED - �wl 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE IN TqN OE vo® ilwNllACIIAIOI NAY '-20GA METAL CND. ATTACH H END 70 STUDS (2) Im EWs, (1) INTO H FIANCE 16 B11tENG 6 I ON SIDE 3lTIN nO6 OF HIM FFE ILEpO 1DC co-M-4 11Y[ •.w s� FEE la — sAS i S-W bK y �� ASED L WADo, w sut] 1 Rl9C b0 SLED M.-Na/� DH¢ma NIFIAr. iP64/E DODFi[tlHr r/- pY 4VifM12 FA ImOF .b IDb ROtF' HISE ldO EImH orb EEva HIDpi lAE NUD 7e/IEa>. TP PAllla 6 WUL1 nEOA HOOF A/A W— BIH Y10Ap 2 IVRAJE NHa181OH —C b Y AK 9fE]ol I6r¢ E� yo E,. YFw a, HEY '-20CA METAL ONG. ATEACHH H END TO STUDS (2) 110 HEWS. (1) INTO N FLAN(E py„ � WEB 11-15-20 BRACING IS M I ON SIDE 3O111SDEs CE San. NTS m HAa+p LB-S-B-170D RREM I I T W �� ''•:��i� \yGENSf NO. FEE F- = 64608 •: O f a SpTATE ,, �......... ... "/I 11(i ►►N MptIMR T. Baldwin P.E FI.J& U-- J546M Q V Lu FBPR-3 OF 6 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0' 15' 42" 8'-0. 18" 60' 10'-0" 18' 84" 24' 84" 28" 84' 36' 84' 84" -VALUES ARE FRON END OF JOIST TO CENTERS OF SKIDS ONLY. r JQI SIZE_ 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 2tXO.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" w. 11'-0" 22 44' 11'-8" 24" 48" 13'-0" 26" 52" 13'-8" 2a' 56' -VALUES ARE FROM END OF JOIST TO C04TERS OF SKIDS ONLY. [HZ �4PPRONEa 2 & 3 SKID FLOOR FRAMING PLAN 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-B-170D-20 *** HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, KC 5185040 106 9Oal Pa Te GOUa, Roida 73 409 DIXON STREET VIDAUA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 I- I N.W, RFS 6 ®rcRlr s/- — YvnANa recta mxs Ono lao l� Etaae tnc uo 7Nu,>s �Y NiVllr 6 .. � flOoti. bT 1V�1 I/�nlB sill B4tlC IIlIWL11E t+an6 0l1 161¢ b IRWa.11E 9i1}G 16.fE b b1Y12 WOGY T" mlC t• 1v o� 11-15-20 soa. NIS Z M-,b LB—S—B-170D Ld If, LLI ••=•Zi 1- NO. 64608 '�• STATE i p F •:��� 3 �. F •.............. 0 Nt,uu * T. Baldpin RE ... U... 84BOB FBPR-4 OF 6 12' LAP SPLICE FASTENED WITH (6)&'x4' LAG SCREWS ON INSIDE• (3)&'x4' LAG SCREWS ON OUTSIDE (9 TOTAL) 471x61' P.T. SKID SPLICE j SENCO K2a (OR EQUAL) NAILS, TWO ROWS 1.5' FROM THE EDGE. O 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 "C.t' LTOP LINE ENGINEERING LI,C —T`lu SU'"F E 1UL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oa kview Pointe Terrace Gotha, Florida 34734 13'x1j- NOTCH FOR EACH JOIST *ATTACKIST TO SKID WITH {1'x4'W OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING —35' 20GA STEEL STUDS 016'0.C. 3.5' 20GA STEEL SOLE PLATE SECURED WIDi �k4' LAG /�' FLOOR SHEATHING SCREWS FLOOR JOIST 2'x4' BLOCKING BETWEEN SKIDS l -"',-: 2X BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENS SECURED TO END JOIST D 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-B-170D-20 *** HVHZ APPROVED 409 DIXON STREET MDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-188E a.n,o me mmlenut >m w EiE ERe1EF11O1 box E� sERar�nl 5lSrN bK ®v�NLr wtnRac xLalEw ar suas t aA';c Po s[m vrrnn. Fla'C9PE tttamx ERo+E� PliIDR Pmrmrt H->u POIF OfM IdD nas Ixa ian p xm ,a lem flmi Stl EM0 � Bxa� w— Yeoman �. laEaruc Pama�vl teEa b XIRi^AK 9Elle1 I b 54NEC WOPC< n FEVmONS Z K Y—k. LB—S—B-170D T. w ?NS...... J� e W Q ? - = 64608 J ,b. Q; - � :: STATE ` Q �O DL0R10 Ld O Yetthex T. BeE1mn P.E ReHda U ee 6I508 O � FBPR-5 OF 6 ELECTRICAL SYMBOL KEY QRECEPTACLE 240V 40 RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE ❑J JUNCTION BOX ELECTRICAL NOTES: MAXIMUM BUILDING N 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 m 1 o o N Q 1 WINDOW HEIGHT, LOCATION J I 1 AND QUANTITY MAY VARY UT-TI/ AND ARE OPTIONAL / / NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS CODE INFO tpN C=4v� WMnlcnRrl ut a.nlo rvrs co".. nN me w �P.. 1.1 MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT rpt� Mitl1 amvnla �+ \ \ / \ SEE VARIOUS END WALL /'�// SEE VARIOUS END WALL FRAMING SECTIONS FOR /} FRAMING SECTIONS FOR WALL AND DOOR FRAMING \Y/ \ / WALL AND DOOR FRAMING+ \ OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE J wnsaa n11em o smss else om rvnva oans.a mmn Nroay� mssrtE om+>tHr ./- ou Kcnwla wclal ' --1°'° '0P9 �^ Barn IM uvo tgn�aa N MTIIG 6 ..3 nOQI. b� � IImIFS f91 9�IM. MWdYC P�IFR01 U5� b IIIli41[ uaml ld¢ b saws rmacc ry bn REVISIONS REV I DESCRIPIO 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). T•i�.L' TOP LINE ENGINEERING S_U, LLC —I�'Jr, CNIIALENGINEE 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-B-170D-20 "" HVHZ APPROVED Z Mre IY Q — 11-15-20 03 s� Nis Iba+F• LB-S-B-1700 H I T `````\�{�I .... \CENS,- NO. ?Z% J = = 64608 0 SFAS .: U ''' �1i OA IRl ,� H U MaMh T. Bekwln P.E. Flerldo 1i`"nM 0648M W w Sh--e FBPR-6 OF 6 Fm LINE ENGINEERING LL--TtoC 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: 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: 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. Respectfully, 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 M 0 PTIONAL PORCH-4' OR 6'-j 0'-0' MAXIMUM BUILDING LENGTH - 30'-0' MAX FOR VAULTED VAULTED VAIAlEO sInPE soPE �o Lj Lj SMNDYO 117 44� i ]DGSTA DARD ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES ']"� , TOP LINE ENGINEERING L_L_C 1 L`. STRUCTURAL ENGINEERS William E. Neary, III SMP-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 I 2r I 2e I 3r I 3e 1 4 F 5 ZONE +21.8 -48.2 +311.9 115.2 +17.4 -62.6 +17.4 -24.7 +31.9 136.9 +31.9 115. +31.9 -35.5 +38.2 -48.4 I Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the. tiHe'block of the plans. APPROVED FOR HVHZ FBC 1B2MI EXCEPrift F. STORAGE SLEDS THAT ARE NOT DESIGNED FOR HU4AI1 HABITADON AND THAT HAVE A FLOOR AREA OF 720 SOUNRE FEET (97 W2) OR LESS ARE NOT REDUIRED TO COW.Y *NTH THE IUNIDATORY YONDBORI# DFBM IMPACT STANDARDS OF THIS CODE GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SEE 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 r2 SYP EXCEPT AS NOTED. 6. GUTTERS SHALL BE SRE R ALLF.D PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING REQUIREMENTS. 7.ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECnCATIONS PER THE APPROVED PUNS AND THE FLORIOA BUILDING CODE. BIN ACCORDANCE WITH PBC 1609.1.2. 'STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HADITATON 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 COOP. 9.IN ACCORDANCE WITH FBC 1010.1.1. EXCEPTION (10.) BUILDINGS THAT ARE 400 SO -FT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO-FAMLY 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. 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (I)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 FTC 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/CIAODING ARE IN CDMPUANCE WITH THE 2020 FBC TRH EOMON. 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 AFU AN O LOCAL REQUIREMENTS FOR PERARRINC. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL ANJ AND LOCAL PERMITTING REQUIREMENTS. 17. HVHZ 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 I Ill)6 LAc LO,D I as m .urt Ian I LIpOB ,FAa 1Db ,� w II- - I1MNDw I IULr.V[ ROIaIIM 16l(A: b HI1iiAIE •>E1R11 VS. i b �WIE WOLYE TA M.a Ua W > WTB WIMF 11-15-20 s� NTS X M-P.- LB-S-LBE-170D OD \ `\\%�WIIT L-A, L\CENSf '•.•�y �i •`:Z� NO. W 64608 * *- F- -* SFAS H p•••. •.`��� 111111111 O Ma1DInY T. Bald*In P.E. RaHd. U=n. O I - FBPR-1 OF 7 3.5'-2DGA METAL COLLAR TIE, 4'-0' LONG ATTACHED WITH (2) 010 SELF DRIWNG GRABBER SCREWS EACH SIDE 3 SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING -VARIES, 6'-0' TO 13'-6'— FRAME SECTION ROOF PANELS FASTENED WITH .25'-14x.75' HWH TRAxX/1 SEE ASCHEDULE FO T 6' O.C. BR 3.5-20GA SPACED AT 3.5'-20GA METAL STUDS, SPACED AT 24' o.c 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/ #Bx1.5' GRABBER SCREW (OR EQUAL) AT 6' O.C. LRINUCE NGL NENEGERWINEEGR,SL_CSOST William E. Neary, III S M P-51, S M I-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 409 DIXON STREET ATTACH ROOF FRAMING TO VIDALIA, GEORGIA 30474 TOP PLATE OF WALL FRAMING WRH BUILDE% 10-16X1 TEKS PHONE NUMBER: (912) 538-1888 PANHEAD SCREWS WITH #3 DRILL POINT AT 6' O.C. coDE INF !__��-._r 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 BUILDEX 10-16X7 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6' O.C. TO OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 "' HVHZ APPROVED axbmcml me sa nmamL w ioc f� `�1 SYS1W la[ amnwx Auapac InAem ar soas bl2 MF Sfm rna..n Llnmac m® nnLnla nasuz mnnmlr t uu �arallcc rAcrm moF YFAo ido naoF LM tOY] noon �Ao IDW m Tart un iai X M-0: LB-S-LBE-170D TT►B��''i ................'9( \,\CENSe ED ��c NO. Lil F- 6460aLLJ I A :, STATE ` qFO ', � 101 U.tl n T. Baldwin P.E. O Flaka uk � FBPR-2 OF 7 WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM — TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM — DUTCH LAPSIDING STEEL SIDING SECURED WITH (2) H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) (SEE FASTENING SCHEDULE) — I" T-111 WOOD SIDING — HARDIE PANEL STUCCO AND T-111 SIDING END WALL — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS END WALL 3.5" 20GA. STEEL TOP PLATE 3.5" 2 A. STEEL BRACE W (2) / #10 SE TAPPING SCREWS CH_\ 4x4 P.T. POST EN (1 INTO EACH E) I� " 20GA. (2) LTS-12 3.5" 20 STEEL STEEL SCLE PLATE OR LONGER STUI ® 24" .C. MAX. FLOOR FRAMING (SEE FASTENING SCHEDU ) F--4'&6' OPTIONAL PORC =n'—n" L/AY TLLINE M.1W.1EM.. _LC Jy TOP STRUC�URALENINEERS- William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL ©Dove �0:-n.•r>tr,�-s^-arc-,r,.. ®�®arm== IMEME MW & SMPSON STRONG-ORIVF S[REW SCIFDUIE �� mn,Y e-mcnS �aW _ 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 "' HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18' .N.s.c,usw aaaa me u. mRmo M ttic w iR Da,am,1 NYt DS 9PPRS9O1 SRIFL bx NLLryBE M116FIi 6 SIOIR9 t>� Dcvm.s MWVt Aam.c �r H- YL �smnwa s>aaA ,a Roa ,nc ,nn Bnm mlo tdo DOtlI uc wu 7V, tr Rma a'aus. DOGE ms w. Ymur-+ rtN aqua H AW DaO1�116,Q b !.I✓� 9EI}fA 161Q $WE lmGGE b T. mR. A Im w wrB Q 11-1b-20 W y� NTS X Ye&Ik LB-S-LBE-170D 'IN ITT. EN Q; J f NO.?2� Ld =_ = 64608Ld �. STATE J Wat eW L BvldNn P.E FlaWa Lk.— J < — FBPR-3 OF 7 Y Im.E i Bm F1Ja0di awl ro Flal mo N/ to 41F pf1B1F � (IJ Mtl FAw i1.11FS 5T, y SL' • x• 4� END WALL Y 1a• BRICF a Yd nmlc mslm(eaat Y.l1P $QAyS (1) 011(I aal i1HFE y, }T,EM END WALL /uc wfL tt ac . C Sa'-9Y1\ IiIK 9UCN4 SL' BIt6 a Sd awl Flat FIO ro 51um M/ W ABv,E msm/Wrm♦ SF]R7h. (I) Ilm FAOI fl/112 ASElf ORf11tl (iVI6®i 4#15. (1) F(lu F/a1 fIM12 S1Ff1 LLtc tl'd ro 1J-!' f�• � � FRAMING OPTION my I>cFtIE&Z!6=_ Ivt` � C -� ar-2W IIEnL 9u014 1!' 9%¢ a Yd anal Ebt F}C ro sum N/ W aa,E ,wsm(3r7w�m. IIO SaR1S (1) F NID FAOI INIS �� RII111G (A1mom�i/YXYS (1) I(f0 F/al R/fI2 TOLLSTRURURAL ENGN L. LLC ,f�• RE� y 0'd ro fY-a• William E. Near ,III FRAMING OPTION SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida34734 i a 'i 1£-](IfA IiTK BWY14 aAal EAa oo m sTu� N/ W �f0 �ii3 (I) sm FAOI fiNIZ rmr. t,Rn,m, eM WE y, 1y i' sus x' m Yd ro 1Jd f�• Fff 4�. � END WALL FRAMING OPTION 'd Sr-� MAL 6 —n awl ual oo m sum w/ W �ltl SOE1S (I) 1Vm FiGI flN12 I I �1]G' FEE I�M3_S Kd TO ,Y-C END WALL FRAMING OPTION HMH2. ,' PR01/ED 4-09 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 WOE INFORMATM W¢ �tionl YAVinlol�:n 9.n110 11YE OfIR1HalO1 lli[ w flE Am6'1o11 �. f1S t]�11 t51E11 b[ ImcwlcJ M+�' �IVaE M.�111 O SIaR4 1 e,� wa _ ETn9Fi p lafi9lll iti®H �4IIF �% at �uw IIFs wor uc tao m �elr �.,o fIL011 RTD It)b 1v® �+ lnE talc �Oltes TY I«afc s IFYLC itOtR Im6 NN Ymao FEn lunc t molfaW 16.1¢ b .VE sulm Icl2 to SplYi fOOPZ TF aOE,. u Im REvmBNs OESCRIFMN SATE B'Y Br wrs IMe 11-15-20 W seq. Nis Q11-0.. LB-S-LBE-1700 w \ a _j w H � `\`��� �\�C NS - Q: = NO. sasos =_ %O � � •' ,,SpFAiE • � ��� =,,FS '`ORIDP�G ``` Yatmelr T. Bdd*fi P.E. FI W. U-7 8460E W FBPR-4 OF 7 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED ��� FNGIN'EFIIdNG. 11C 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'-0' 15' 42' 8'-0' 18' 60' 10'-0' 16' 84' 11'-0' 24' 84' 11'-8' 28' e4' 13'-0' 36' 64' 13'-B' 40' 84' VALUES ARE FROM END OF JOIST TO CEMERS OF SKIDS ONLY. 6'-0' 2'x4' 6'-l- TO 11'-8' 2-x6- > 11'-8 2 x8- 'NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 1 B GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. -FLOOR SHEATHING SECURED WITH 2j'X0.113' NAIL (OR EQUAL) 0 6" O.C. MAX EDGE AND FIELD -0. SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0' 12' 24' 8'-0. 16' 1. 10'-0' 20' 1. 22' 44' 24' 1. 13'-0* 26' 52' 13'-8' 28' 56' 'VALUES ARE FROM END OF JOIST TO CENTEM OF SKIDS ONLY. SCHLUULL FOR SILLS UI'IIUNAL I'UHGH 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) 538-18' 1 Q mstmsm, 1YPE F9E Ron." w bx s� ssstazvoFl Ind la 11fGFNIt.T wFcpedc MYa1t s sto¢s Br9C wlp sEm .rtu, Fb'09R n,omu Fn® MF1411L FwaVE � F atF IpCIFDIIfI FKdaB 10 lia(IF 111( id0 flGaa 1F4: tIIb T� WNa of wM1S. FLa0. n06 NUR'NC tM1g1FF1 IEl¢ M1di!/dE 9w1]Fal 16ILL b b W °' -1 MITI I1-16-20 LJ s�NTs ll—}. LB—S—LBE-170D p `��1111T ........:.eA� J NO. :Z LJ Lu 64608 f � STATE ,,,,pp g 0liii�`�```` Of Mom" T. Baldwin P.E O Florldo Lkxnaa O J Ti — FBPR-5 OF 7 !12- LAP SPLICE FASTENED WITH (6)A'x4' LAG SCREWS ON INSIDE, (3)'x4' LAG SCREWS ON OUTSIDE (9 TOTAL) 4"x6" P.T. SKID SPLICE SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5' FROM THE EDGE, O 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 "[ tcE TOP LINE ENGINEERING. LLC �i�' Z STRUCTURAL ENGINEER$ William E. Neary, III 5MP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 14'04' NOTCH FOR EACH JOIST OLAG ST TO SKID WITH {i'x4' OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING — 3.5' 20GA STEEL STUDS 016'0.C. 3.5- 20GA S EE.L SOLE PLATE SECURED WITH {�'x4' lAGA FLOOR SHEATHING SCREWS 016'O.C. —FLOOR JOIST 2-x4- BLOCKING BETWEEN SKIDS 2X BLACKING BETWEEN SKDS 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) 538-18BE mialn¢Lxu lrrc w s% �aalq loc sEi ssrsxsmN sm[11 nxx amxwxx .,.V— MAW nix Mo stm x.-�xrr txra >& Lxuox.s ou® NruMIL gsm.E mfTBmlf .f- uM ROOT vc Tao xx. bM ino Ir Ra.lo a kMt; ELOO� RUa K�A W_ MIdSN[ P11012'IY/1 IEIGC b MB MC 9t111ui VSIQ b � ors 11-1fi-20 NTS LB-S-LBE-17DD AV,�� \\\\\�WttTTII .�: �'. G • ���� : \\CENSC- NO. W 64608 F.* n O •i STATE J '' ,,,,p0F U.W" T. B.WW. RE O Flw . Lt- .. 646M O J li s FBPR-6 OF 7 � L- ELECTRICAL SYMBOL KEY QRECEPTACLE 40 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE JUNCTION BOX '-0' MAXIMUM BUILDING LENGT WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL / NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 91 o -I W QMIHTIIE CODE INFOFWATION ®[ w+sul BWs>Icnm�I ancuo >rLc mislwc�ol me .+ MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT \ SEE VARIOUS END WALL N SEE VARIOUS END WALL FRAMING SECTIONS FOR-f\Y//}- FRAMING SECTIONS FOR WALL AND DOOR FRAMING \ WALL AND DOOR FRAMING \ /REV OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE J erx INo sa® r..�row. DPna�s Dg69fE ooa® M�11L Nam�i �IXf �F >t� 14" x w,o v taus rLm� Rur ar. u— w aana ielal[N 1a1¢ b IIu✓V•'MC 9E1SFA 16�Q b 9]U11S IOOUCE n 1® REV50N5 DESCHIPTON W7E ELECTRICAL NOTES: 1' 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). I' TOP LINE ENGWEETU"G. LLC STRUCNRAL 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 # 1-13-S-LBF-1 7OD-20 "' HVHL APPKUVED X U—J, LB-S-LBE-170D m ��%J1111111/"��' ``����,Ew.........eq EN —J NO. ?2% w _= 64608 =_ N �p% o;• STATE eC�` '4 I p:• F �i �"•. �O RIDP L ,rON I l l H U.H> * T. Bid*. P.E. AoMa U-- B�soe w J w s FBPR-7 OF 7 TOP LINE ENGINEERING LL-40FC 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: Plan Approval Lark Builders Plan # LB-S-U-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: 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. Respectfully, illiam E. Neary, 1 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 0 0 m PORCH-4' OR fi=I MAXIMUM BUILDING LENGTH - 30'-0' MAX FOR VAULTED ROOF vAUETm SLtlE vAE¢TEo SLWE �o �o Iw I¢ I> STA ARD I RIDG 0 24' O.C. END WAut TRUSS ROOF FRAMING PLAN ROOF SHEATHING OPTIONS: BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES END WALW TRUSS RAFTERS ARE IN -LINE M WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH Please note:;Any'quesiions regarding local permitting should be directed to the Manufacturer. The Manufacturer's -contact information can be found in thetitle block of the plans. TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS T William E. Neary, III SMP-51, SARI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 MAXIMUM DESIGN PRESSURES 170mph BASIC WIND SPEED 1 2n 2r 2e 3r 3e 4 5 ZONE +21.8 -48.2 +31.9 1 15.2 +17.4 -62.6 +17.4 -24.7 +31.9 136.9 +31.9 +31.9 +38.2 -48.4 APPROVED FOR HVHZ FM 16261 ETLCEPIIdX F. STORAGE sNEDS THAT ARE NOT DESIGNED FM NO" HABITATION Alp TENT FAME A nDOR AREA OF 720 SQUARE FEET (97 112) OR LESS ARE NOT REQUIRED TO COUR-Y WTH THE IUNMTORY `hgDBDRFE DEBRIS WACr STAM3MDS OF Tits CODE GENFRAI NOTES 1. FOUNDATION PINTS ARE NOT PART OF THIS PLAN SEE 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. S. ALL LUMBER FOR CONSTRUCTION WILL BE 12 SP 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 a. IN ACCORDANCE WITH RIC 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. S.IN ACCORDANCE WITH FBC 1010.1.1. EXCEPTION (10.) BUILDINGS THAT ARE 400 SO -FT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE COOR HEIGHT AND WIDTH REQUIREMENTS OF THIS CODE STRUCTURES 4GO SQ-FT OR MORE SHALL HAVE AN BO' MINIMUM DOOR. 10. IN ACCORGANCE WITH FLORIDA STATUTE 553.80 (1)0, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 553.842 SHALL. (FLORIDA PRODUCT APPROVALS) BUT 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, PRONGED THAT THE ADDED SEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12. AS PER FOG 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 10 COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 202G FBC 7D1 EDITION. 14. SLEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNTIS THAT WILL BE APPROVED BY THE A U AND LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED EY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL AFU AND LOCAL PERMITTING REQUIREMENTS. 17. =.1 COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LJ-170D-20 "' HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 RmF a61a Ida fas H>es LnAE uvo m .urt Ian Ilaall Im uMo Haan TAc uva Isn� '6' RaAR o pus. Haut mis M/ MmIAES Isn Iona XMiiA1C fA01SIM11 1b�Q b I SaIWEFm I n. aorcu- I Q nose 11-16-20 Of sms HITS LLI w-k- LB-S-LI-1700 ED iE T.:.e9��i�� uCENSE- g - NO. F_ O': fQ,7STATE ''' QU J O1AL Yd b" L BaWtin P.E. FlMd. Llceave J64608 O 0 -et FBPR-1 OF 7 409 DIXON STREET ATTACH ROOF FRAMING TO VIDALIA, GEORGIA 30474 TOP PLATE OF WALL FRAMING WITH BUILDER 10-16X1 TERS PHONE NUMBER: (912) 538-1888 PANHEAD SCREWS WITH $3 DRILL POINT AT 6' O.C. CODE IN 3.5'-20GA METAL COLLAR TIE. 4'-0' LONG ATTACHED WITH (2) $10 SELF DRILLWG GRABBAR SCREWS EACH SIDE w x 3 o I _______ ROOF PANELS FASTENED SEE ROOF FRAMING WITH .250-14x.75HWH TRAXX/1 SCHEDULE FOR RAFTER AND AT 6' O.C. BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24' O.0 MAX. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING OVERHANG OPTION 3.5'-20GA METAL STUDS. SPACED AT 24' O.0 MAX. 3.5' BRACE AT 3'-0' ABOVE FINISHED ATTACH TO EACH STUD W/(2) 110 SELF DRILLING GRABBER SCREWS. (1) INTO EACH FLANGE SHEATHING FASTENED W/ $Bx1.5' GRABBER SCREW (OR EQUAL) AT 8 O.C. DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF P� BUILDEX 6CREW WALL..". 13 S PANHEAD SCRfI'15 WITH $3 DRILL mmwcrol me - w L MA— maav BISZ rM Sf® rrx" ewes Rxaova oIo® ,nuaRa wasuc mRnrnrr y- mr 4v+axa EKmi ow wu r� Goff vc lao RtmR mo wn RIOOrI Il,C Lao xy� P9�° °i x BOOS Y0O11� rtri �°� Ix�dTliE Ii0161Ot ISrQ b b 50.WR IL044T TAW W NWONS OESCItIPIUN —VARIES, 6'-0' TO 13'-8'— FRAME SECTION .L TOP LENS ENGINEEEUNG LLC STRUCTURAL ENGINEERS William E. Neary, III SM13-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24' O.0 MAX. OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LJ-170D-20 *** HVHZ APPROVED Y U wre Q 11-16-20 NM LJ LLm+k. L13-S-U-170D M ``YTr.�A�'''' `% / L%CENSe •1��Lii �� NO. W _� 64608 F- �9: SATE oT F w 0 --O N L Y,Wt T. BaMVAn P.E Li norldc Uxnoe f&4608 O 0 s— FEIPR-2 OF 7 SECURED WITH (2) H3 OR EQUAL (SEE FASTENING SCHEDULE) END WALL WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM — TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM — DUTCH LAPSIDING STEEL SIDING — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) — I" T-111 WOOD SIDING — HARDIE PANEL STUCCO AND T-111 SIDING — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS END WALL 3.5" 20GA. STEEL TOP PLATE 3.5" 2 A. STEEL BRACE W (2) #10 SELF TAPPING 3CREWS I CH 4x4 P.T. POST EN (1 INTO EACH FLAI E) / / 3 " 20GA. (2) LTS-12 3.5" 20 STEEL STEEL S E PLATE OR LONGER STU ® 24" .C. MAX. FLOOR FRAMING (SEE FASTENING SCH EDUL ) "'&6' OPTIONAL PORC ten'—n" WAV STANDARD WALL DETAIL L' TOP LINE ENGINEERING. 'LC $TRUCNML 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-LJ-170D-20 "` HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 -- aas,eelo, me w sA ss.fc�N smel bM[ amswct AugruE M16n1 a s,oas aisc NEa sEm ".-,rum EIfFIM,I watsuc �.aon .P m. EIc1W ," ROtlI miD IGN �� a umua n, a.n.n , MR.G11[ fWl6.tq UWY b IUitNE 9NW IGGC b Y � W. We C.) Q �. 11-16-20 � [if Sac N15 w 11m/F. LB-S-U-170D Mill', .E.... ........ a., J -Z°• NO. _ 64608 uj E ° STATE :•�� I �i� •. �ORIDA :•���� O-�O 1 U J Y"t T.=P.E . FlorW. fd" Llc"06 J S FBPR-3 OF 7 FLGDFL 4iT amNlaa R fUllf2 53mm (I) Mlfl F/Of 15 la/OE a S ABgE FM9ED flaMaN. �su�omwa�a ra �u/U (p M1ff Da]t iV1tr8 W IITIt 9SV'M iY 9GS N S-a• fIN m Da m mm V R) �ooc � (1) Nm DOI 12OmNWa aA�n �RflIS m rb- iarn, 9 fo 1ANfL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # 1-13-S-1-J-170D-20 — HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1888 CODE INFOFWATIDN DlD[VFf®A mr — tt:A 1ETAL IRICIR t>s®rt m]ENS(1) m SlIIOg !/ W DamsE m® (1] NIO VOI Fl.VIS NRaLL R �K f�iep81! N- Gt� YwdlrE flClm to W6 aFM IOtO W6�I�b ilatll DtlO IGN flaw lM tOb 1q/1 R WVFO ? NMLS flOot 1✓mi F% 1)mua FW 9Ea1a HtnGl[ AIUIBIOII IR'6 Ml /!E 9Ellfll ISYL b aWE fLOPZ ifE F MONS D amc 4 Dam snfls N/ W (1) 1118 F10f FL*M ovw ty. WrB revaa a raacen Y O 7 11-16-20 NR ct: w—k. LB-S-U-170D TIIQA�'''' Ld uCENSe g NO.EZ LL, _= 64608 LLj (~/) ' i�' TATE i�(v _ • i� �'•. �ORIDP :•��� `%% J Q l,/111111110 � NaM" T. BaIENdn P.E R.W. U.— FBPR-4 OF 7 (Z, SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0• 15' 42' 8'-0• 18" 60' 10'—O" 18" 84' 24' 84" 28' 13'-0" 36' 84' 13'—B' 40 6a' 'VALUES ARE FROM END OF JOIST TO COMM OF SKIDS ONLY. 6'-0' 2"x4" 6'-1' TO 11'-8" 2"x6" > 11'-8" I Y .- •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 2a'XO.113' NAIL (OR EQUAL) 0 6' O.C. MAX EDGE AND FIELD SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 8•-0' 12' 24' 16, 32' 10'-0" 20' W. 24" 46' 13'-0' 26' 52" 13'—B" 28" 56' *VAWES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-U-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 m,amcLol nx r. sa nara+iul by r�s sasx�ul sm[ll bR amsixa wnrac M1H8 ff s,wcv vamsz oe® MtOiILL P,FFmrE muertMr N- n„ umr nnm ,n V— ftA 01>yp ME W0161GR IS12 b MIAiNE •.H11FA 161GC b C) ww W. WT8 Q nwi 11-16-20 D Ld s� mm in u—, LD—S—U-170D TI11/j��' 6 `%% ........:.. %� '•.�LL JCENSF �i J NO.Ld H * 646* : * _ 1 i STATE }[�` '"//, 5 Flo i i i O_' MatD,er T. BvWWn P.E O R.Wa Uxtl O Li-J s FBPR-5 OF 7 T_ TOP LINE ENGINEERING. LLC STRVGTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 tl12' LAP SPLICE FASTENED WITH (6�'x4- 9 LAG SCREWS ON INSIDE, (3)�'x4' LAG SCREWS ON OUTSDE (9 TOTAL) 411x617 P.T. SKID SP L7-5 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)—SENC0 K28 (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE/SECURING 3.5' 20GA. STEEL SOLE PLATE SECURED WITH jrx4' 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 Wx1j' NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH A'x4' LAG SCREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING 3.5' 200A. STEEL STUDS 016'O.C. FLOOR SHEATHING FLOOR JOIST ------------------ --------------- 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 # LB-S-L-I-170D-20 *** HVHZ APPROVED 409 DIXON STREET %ADAUA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 oormwlciol rris -- w s.a 1wlaaxx bK r.s sssu9ul rtll fac amnwct .Wgy9E blraEEl+6 SIUi9 1 e� wp s® rvc.N on�.s oo® .R[m1u 1�rc �1r y- o.0 60RP11[E..nax 1. bff 6M 1du 1vf xn MaauE] fm BuaIC 1 b�� NC 9N�1 16Yt b b 0- EN g CSLQ� C, J ��i NO. LLJ Lu 64608 Hn r ` ,,pSTATE Li I'll M PTO N 1 of Mau.* T. %1"V. P.L O J LL 9cae FBPR-6 OF 7 ELECTRICAL SYMBOL KEY TTTiii RECEPTACLE 240V 40 RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE a JUNCTION BOX ELECTRICAL NOTES: -0' MAXIMUM BUILDING 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 p o w WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL / NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS CODE MFn no auua rncme ¢s6mnrsl lYr[ w ��� b� MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT "�9i'�°o1sStl1 '°` SEE VARIOUS END WALL N/ SEE VARIOUS END WALL FRAMING SECTIONS FOR ./ /} FRAMING SECTIONS FOR WALL AND DOOR FRAMING \Y/ \ / WALL AND DOOR FRAMING -.0— WA a 6 SIOli9 ewc u,o sm �+>a Wul01MCE F— IY P00i-1p1O mu'uc ,aa asa r,mn o-w iao sv 7Vn F' RaF,o v Mut Rco� Roa w. OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE \ MWi.V[ m01gIb118,Q b tYFi11[ 9QIm 16ICE b mllllS fCOVQ TF ap,T. A Ia / REMONS REV 1 DESCRIPRON I rw 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 (8). (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). TSTOP LINE ENGINEERING, L_L_C IT.. STRUCNRAL 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-U-170D-20 "' HVHZ APPROVED 1' U Q ome ff-1fi-40 saw Nrs Ra-s-u-1701) w DO ��. NO. ?Z� w = 64608 Nw � 3 i � :_ ,,��SppTATE r � ` O .,•. •��� rIORIDI" NA �►0 I-- 11aW1 * T. 8.1d i. P.E. U w FIori U.— L, w sR FBPR-7 OF 7 -TtTOP LINE ENGINEERING LLC 0ESTR,UCTUP,AL 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: Plan Approval Lark Builders Plan # LB-S-M-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: 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, 1 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 ROOF SHEATHING OPTIONS: - Box RIB ALUMINUM -Please note. Any questions regorging local permitting should be directed to the Monufacturer. - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL The Mdnufacturees contact information can be found in'the tifle block of the plans. - ASPHALT SHIGLES 30'-0' MAX BUILDING LENGTI NOTES' -CEILING JOIST SPANNING MORE THAN 101`17 SHALL BE LATERALLY SUPPORTED AT MID SPAN (RAT RUN) 3.5' 20GA. METAL F O 24' O.C..C. PLATE RAFTERS ARE IN -LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH ROOF FRAMING PLAN -ROOF SLOPE VARIES FROM s3:12 TO 8:12 MAXIMUM. -WHERE A CEIUNG IS ATTACHED DIRECTLY TO THE UNDERSIDE OF TRUSSES AND GREATER THAN 1OF SPAN SHALL HAVE AT LEAST A 1x4 LATER BRACE (RAT RUN) AT MID SPAN f1 Tor LaNilciuuGiNivc 1l 3.5' 20GA. 71.•William E. Neary, III METAL FRAMING SMP-51, SARI-79, ICC 5185040 1,2MAX-p�-12' 10649 Oakview Pointe Terrace Gotha, Florida 34734 0'-12' E* -0' MIN. TO 13'-8' MAX. l MONOSLOPE ROOF 0--12- OVERHANG-i GENFR I 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 R101.42.4. R402.1. 4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 5. ALL LUNBER FOR CONSTRUCTION WILL BE f2 SYP EXCEPT AS NOTED. 6. CURERS 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 8. IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT INVE 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 IN 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 SO- MINIMUM DOOR. 10. IN ACCORDANCE WRH FLORIDA STATUTE 553.80 (I)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 5/1ALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7111 EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS• TRUSSES. CHORDS, ETC. TO HELP SECURE THESE MEMBERS. PROVIDED TNAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP 12. AS PER FRO SECTION 1626.T EXCEPTION (F): STORAGE SHEDS THAT ARE Nor 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 7TI1 EDITION. 14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGUUTONS. 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 NAVE APPROVAL OF THE LOCAL AHJ AND LOCAL PERMITRNG REQUIREMENTS. 17. HVHZ COMPONENTS FOR SNEDS REQUIRE THAT INSTALLATION PER SINGLE ROOF SLOPE SCHEDUJ,f 170D ia1 BUILDING WIDTH UP 10 8-0 8-1 TO 12-0 12-1 TO N-0 1.5"z3.5 24-O.0 I."' .5-24.O.Q 1.517.25 24•Q.D a. DESIGN BASED ON 20GA FORMED STEEL STUDS OR EQUAL DESIGN PRESSURES 5 10' 170mph BASIC WIND SPEED 1 1 2 1 2' 1 3 1 3' 1 4&5 ZONE 1 +7.5 -57.9 1 +7.5 -62.3 +7.5 -68.1 +7.5 -74.2 +7.5 108. +20.0 -22.2 DESIGN PRESSURES z 10' 170mph BASIC WIND SPEED ZONE 1 1 2 3 4&5 +7.5 -57.9 +7.5 -68.1 +7.5 124.5 +20.0 -22.2 APPROVED FOR HVHZ FBC 1828.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOM AREA OF 720 S"M FEET (87 UZI OR LESS ME Mar REQUIRED TO COMPLY VM THE MANDATORY V6NO8OFAE DEBRIS IMPACT STANDARDS OF THIS CODE 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-M-1 /UL)-20 '**HVHL APPKUVLL) 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 l Tffi M,E 1010 I as m volt DDM IW Lab tag CL Tan Ty: ATB O Tus 11-15-20 N15 0 16e+F. LB-S-M-170D ZO �� II..:_. q EN W N0. •':Z� = r 64608 = 13 STATE � i� •'•., � O R I O P -f01 U L1_ Matew* T. BaMlrtn P.E. O 5t FBPR-1 OF 7 3.5'-20GA METAL STUCK SPACED AT 24' O.0 MA 39' BRACE AT 3'-o' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) /10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ /8.1.5- GRABBER SCREW (OR EQUAL) AT 6' O.C. TtOI'LINE ENMGINEEBING, LIC j� � iR uGINkL0.5 William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ROOF PANELS FASTENED FRAME SECTION ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 1G-16XI TEICS PANHEAD SCREWS WITH /3 DRILL POINT AT 6' O.C. 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18� - __ SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 35-20CA METAL SPUDS SPACED AT 24' O.0 MAX uwaw um+ foam 1EIC u. ool6min 11 Enc w Los Ro+Et+ Il laa LEC slFf i S—M Ilo{ omawaLx aEGPLEk' wwao, or AR✓D fllR 11EP S® Er11M1E� kb�6fi aCmlx Op® K—OL EE•—Am— to — —law as � Lnc kao � ILOON o-ao Lda to+s rtaa LAt Lao E4P+ays 11' HtIEIG n' IYPLLS EEOOL ws M IlouaLl LtA daLaP t M+EaiN[ wmsTol ILYt2 b IENlNC mo 16NL Sa1ME {COUaE b TE LkYL d 10 OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDD( 10-16XI TEKS PANHEAD SCREWS WITH /3 DRILL POINT AT 6' O.C. 35-20GA METAL SUDS SPACED AT 24' O.0 MAX. OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-M-170D-20 *** HVHZ APPROVED AND W [L ow, ar• WIB O M 11-15-20 J (n s� NTS O IIm+I: LB-S-Y-1700 -\ w. T Y\ `' %A, J _XCENSC LLJ F- F' ? '•. i i NO. +•2� U) = = 64608 I �0i ia� ,,pSpTATE LJ W.W.W T. Baldnin P.E. O Florid, Lkentw cr-O s FBPR-2 OF 7 WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM — TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM — DUTCH LAPSIDING STEEL SIDING END WALL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) — J" T-111 WOOD SIDING 3.5" 20GA. STEEL — HARDIE PANEL STUCCO AND T-111 SIDING TOP PLATE — HARDIE BOARD SIDING / END WALL — POLYCARBONATE GREENHOUSE PANELS 3.5" 21GA. STEE BRACE (2) / #10 SEIF TAPPINC SCREWS CH E (1 INTC EACH GE) 3.5" 20G,, STEEL 3.5" 20 . STEEL——, S E PLATE STUD ® 24" C. MAX. FLOOR FRAMING tn'—n" k1AV ni III niKin I GN!`TI. 'T� ��TOP�INE ENGINEERING, LIC T 5� T0.UCiUFAt ENGINf[0.f William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 STANDARD WALL DETAIL 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-5-M-17OD-20 '** HVHL APPKUWL) 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 uw.rlemm� „a mlmaclof Trrc w su fla oc" loc fEE snnivoll •lS1tu IerK amswlcT N1nNaE Mew a 51da9 1 sr.s we stm .rrn.w� osma f11I1�fi n1"® fRflill PIS CaOEmR �F nL �f`01GNR ix.Tai � /016b tus nart lnE Ido au NP is�s RDall fDD IW te+v I MfPSNC 9EUFA 16.YS I . 1 Ld a- u". ure ws O J 11-15-20 sew Nm Ou—J.- LB-S-N-170D ZO IIT. ``�� 8 `•:�LG uCENSC i�i W NO. :ZL 0 = 64608 STATE • �� T- ''' L g /Otll 1 J YattM T. eei3'hin PF _j Fl«We License 5�eet FEIPR-3 OF 7 36' BRACE AT T-0' ABOVE FlNSRm FLOOR, ATrACI m EACH SND w/(21 SELF ORLUNC GRABBER SC (1) INHO EACH FLANGE 36' BRACE AT T-a' ABOVE FINISI D FUROR. ATTACH TO EACH MO W/(2) 10 SELF ORl1NG CRABBER (1) IWO EACH RMHGE END WALL FRAMING OPTION END WALL FRAMING OPTION W-20GA VETAL BRAuNc, ATTACH EACH ETD TO Sn"'S W/ (2) KID SCREWS. (1) NEACH FLANGE B RiACl1C 6 *A,I 1hD d 9DE Wurc lBaM 906 OF FV(YI (YIRlIFRI 3.r GRACE AT T-W ABOVE FlN94D FLDO� ATTACH TD EM11 SN0 W/(2j 10 SOT I1NUNc CV M (1) INTO EACH nANX 1.26' FFE wu l OFEwlygg�( eoF wu l �� IHETi£ Fne oD wul< -20GA WAL BRAG IC. OH EACH END TO sI— w/ (2) SCREWS. (1) INTO FA FLANGE F• TRs �,� am oN 9E� ffi 6 R Fn[d6O 36' BRACE AT T-W ABOVE FNMM FLOM ATTACF TO EACH MD DRILLING tD SBY DRNG GRABBER (1) INTO EACH FLAKE FFE IINE ENGINEER[NG_I1C � i1tUCTUMLFNGINFF0.5 William E. Neary, III SMP-51, SMI-79, ICC 5185040 106490akview Pointe Terrace Gotha, Florida 34734 END WALL FRAMING OPTION END WALL FRAMING OPTION 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-M- I /UL)-2U — HVHL APPKUVLU 3a'-20GA YETX BRIEJD, ATTACH EAI>t ETD TO SWDS W/ (2) /10 SCREWS. (1) WO EACH FLANGE REOIEiID ON 90E W �Ic� 9oEs of FAM fY]faQ21 1.2V rFE YETIL BRAON4 lR Ex. to SNRS W/ (2) M (1) D00 EA]I FLANGE B BRA[]NG IS 9LL9oE Dcc K bw 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 1FbBO1Ff fADIOi IdtOF Y00 1010 I69 wu' U,E Fau m Icln uYa FtODN mD Fora rtaan IM INO ]Nlms w RVEa Q owL FIaW, ROOF IN 11mAn ifR 9�I1119 IIVBlIAIC �bl F61S M IIINB'N[ 9DIf11 16rRE 10 SOWS fDODQ TO >aii. R IFa M1ep Br•. wrB Om� 11-16-20 w saw Nis 0 O wd+r. LB—S—N-1700 0� E . /i�i ......... < z NO. J LLJ = 64608 LLJ ~ -p STATE I 0 ., "iOR10P 0 NA Wotn [ T. BaW*in P.E. 0 Florida Ucenoa J64608 zw FBPR-4 OF 7 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0' 15' 42' 8'-0' 18' w 10'-0' 18• 84' 11'-0' 24' 84' 11'-8' 28• 84' 13'-0- 36 84' 13'-8' 40• 84• -VALUES ARE FROH DO OF JOIST TO CDOERS OF SIODS ONLY. 6'-0' 2•xa• 6'-1- TO IV-8- 2•x6' > 11'-8- -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) 0 6' O.C. MAX EDGE AND FIELD SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B g•-0• 12' 24• 16' 32' 10'-0' 20' 40' 11'-0' 2. 44• 11'-8' 24- 46- 13'-0' 26' 12• 13'-8' 28' 56' -VALUES ARE FROM DID OF JOIST TO CENTERS OF 9mS ONLY. 2 & 3 SKID FLOOR FRAMING PLAN - .S TOP IINF ENGINEERING. LlC — j� � TPIKTUML FNLINFE1l5 William E. Neary, III SMP-51, SMI-79, [CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-5-M-170D-20... HVHL APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 1YMssaNml Iuanlo Ttrt mmwlnol nrt r-� ftF I1EI9.'110R Ita[ rx � sestFL lox aoOwuxx ulna MIa1W0F MAI®1 6 SfUE9 efx rein s® Y.-t� vcmlxF m® f411uLIL wmFs mnmrr .F au INRd1¢ fAf1O1 fa I106 OFJO lala IAOF LItE tdO xis a m LED Im I--- I b 1 LLJ ILo^ a' bite O J am. 11-16 20 N6 1!) w,* LB-S-M-170D .LI.I I.O �...... . '•:��'� xCENse � W U) = ? 64608 I - STATE ° a 0 Of O Yvtmaw L ealdAr. P.E. Florida LJoeasa 164608 O � _t. FBPR-5 OF 7 t012G' LAP SPUCE FASTENED WITH (6)kx4' SCREWS ON INSIDE, (3)A'x4' LAG REWS ON OUTSIDE (9 TOTAL) 4"x6" P.T. SKID SPLICE SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5' FROM THE EDGE, 0 12' O.C., STAGGER ROWS 6-. 3-x6- SPUCE PLATE FASTENED WITH (5)-SENCO K28 (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE/SECURING ---:F}-r TO L—` fficlNrE0x1G EA, LLC (L;William E. Neary, III SMP-51, SMI-79, ICC 5185040 106490akview Pointe Terrace Gotha, Florida 34734 3.5' 20GA STEEL SOLE PLATE SECURED WITH A .4' LAG SCREWS 016'O.C. 1j' No -NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH �'x4' LAG SCREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING —3.5' 20GA STEEL STUDS 016'O.C. FLOOR SHEATHING — FLOOR JOIST r------------------ I L 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-M-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-1 aaRnxxaol TYif - H Tors rlmiaalxt xac nor[ snsrtrmui mTN Ka omwxr AYa1MB1E NLL6Fli 6 SIDxO Ess�rs ocmra oo® Mua1ti PIfmIC Lmix>Flfr F au xov ovo uvo ios naoR ma i»n lore REMONS W 0 o— er. Mrs 0 11-1fi-Yo J sec NTS (n 1foa+i LB-S-M-170D O z TTIII//��' ............ .eq �O��i J uCENSe LJ LJ Q r NO. •°:Z� F- = 64608 P'+, SFATE J Q •3�4i` �i� **- �0RIDP;� LLJ''' 0 ````` O vdbl T. B.MV. P.F Florida Um,w BfFAB O J LL - FEIPR-6 OF 7 ELECTRICAL SYMBOL KEY l I I) ii RECEPTACLE 40 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE JUNCTION BOX ELECTRICAL NOTES: 0'-0- MAXIMUM BUILDING LENG WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPRONAL NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT to \ 0 SEE VARIOUS END WALL SEE VARIOUS END WALL I w FRAMING SECTIONS FOR FRAMING SECTIONS FOR WALL AND DOOR FRAMING \ / WALL AND DOOR FRAMING OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE J I � 1. ALL WIRE TO BE #1.2 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 SHALT_ 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). T TOP LINE ENGINEERING. LI{ iRUCIaMI FNGIN!!FS 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-S40-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 olam+s Iaaalm Ertlwll� IrIE�rt amaaaltr H au IPumalrl FA la � Iria Ian Ems � 111E Ian av m Isa Ian nm1 IEEAa Ian Enos � Im.Es TEA aaaao I M liE NffrEC" -C b NI(diY1C 9EIfW 16.Y1 b iatnOL12 ua*.Iy: Mre LLJ oae 11-1ti-4D a- NIS w—f.. LB-S-M-170D 0Z ���t1111111///� %EW......:.eq!�i�i -J � Qr NO. WLLJ _� 64608 STATE (u ` I '''' L U /OU 1 1 I-- ij Yatmaw r. P.E Fla 14a Lke1ft nx J64soe W -i L�j �fi MID-7 OF 7 TOP LINE ENGINEERING LL-TtOEC 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: Plan Approval Lark Builders Plan # LB-S-PORCH-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: 2020 Florida Building Code, Ph 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 0 0 m MAXIMUM BUILDING LENGTH - 30'-0' MAX FOR VAULTED ROOF EXISTING SPATE MDLARK STEEL LUMBERJACKCK MODULE 11 II II ; II Ii ii ii ; IL --- ti-- t======��t`°====3t=== I I I1 u ; o II II II II'2 II I I 11 I I I I � � I I saDcra II II II , Q II jl II II ; II STAND�T�TT ,'RIDGE I _-_________ryl ;�______L____ ________n�______n____ I I I I 11 ' I I solnNm I I I I 1 I I v� I I 1 END WA4 TRUSS II II II ; I I I I I I ; I I I I I I; I I I I I I 1 I F======aF======aFF=====aF==== I I I I I I ; 11 II II II ; II *, 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 Io '� ' � savOc CODE IN O00E V°aO1 M. ST ; Q ARD;RIDG me6llerol THE w FR �� N+c XaFNRY °' AIDaFP�[WAM SRlt4 1 3.5' 20GA. -METAL FRAM,' ® 24- O.C. soavra DAma m® EaFIw. Rasa mr�Dlr •F nu IfeRrmRr¢ FDaIIi _ to RRs Lnc Iaen mean u ROXI LAC Ia/D �Anas TC NTEc (IF Was Rant Ras WA YmAo aR FWa1s�"Is1 IS'aC ' b Iuaa:V[ 9QIF71 N/LE b saMRE ,AX6 E T� aon. a ua REVISIONS PORCH ROOF FRAMING PLAN ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM (MATCHES AND IS CONTINUOUS WITH - 29 GAUGE STEEL AG PANEL - STANDING sEAM STEEL CORRESPONDING STATE PERMITTED SHEDI - ASPHALT SHIGLES TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SARI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ¢` Please note: Anyquesiions regarding local permiffing should be directed to the Manufacturer, The Manufacturer's contact information can be found in the title block of the plans. APPROVED FOR HVHZ FBC ISMI ExCEPnoft F. STORAGE SHEDS TTIAT ARE NOT DESIGNED FOR HUMAN KWAPON AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET (67 M2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY "DBOBNE DFBRS IMPACT STANDARDS OF THIS OWL PORCH-4' OR 6' GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS RAF! SET AND ME CUVERN BY LOCAL JURISDICTION. 2. BUILDINGS PAWN STORAGE ONLY AE APPROVED FOR TITHE FTNL 3. THTHE IS BUILDING IS EXEMPT FROM ECC PER SECTIONS RD2.1. 4. REFEREFER TO TO ME GOWN FOR PROPER INSTALLATION REQUIREMENTS CODE. S.TRUCTION WILL BE r2 SYP EXCEPT AS ALL LUMBER FORR CONSTRUCTION NOTED. 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY REQUIREMENTS.MUENTS. HAVISDI NG JURISDICTION AND PERREQUIREMENTS. TO ME 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM BUILDING CODE. DING CODE PER THE APPROVED PLANS AND THE 'STORAGE 6.N ACCORDANCE WITH FBA 160ITATI 'STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA Of SQUARE FEET OR LESS ANOT REQUIRED TO COMPLY WITH THE MANDATORY WNDBORNE DEBRIS IMPACT Z p� Mre STANDARDS OF THIS CODE'. 9. T ACCORDANCE WITH FBC 10I AND EXCEPTION INTENDED D FOR THAT ME 400 SO -FT OR LESS MO THAT ARE INTENDED FOR USE 0 11-1fi-20 IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES NOT SUBJECT THE DOOR HEIGHT AND WIDTH REQUIREMENTS TS OF THIS CODE. STRUCTURES 900 SD -FT OR MORE SHALL HAVE AN 60' MINIMUM DOOR_ 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D• LAWNIx- BUILDINGS 4D STORAGE SHEDS BEARING THE INSIGNIA OF STORAGE\ 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 SENT MOUND STRUCTURAL MEMBERS OF WALL STUDS. TRUSSES. CHORDS, ETC. TO HELP SECURE THESE MEMBERS. PROVIDED THAT THE ADDED BEND DOES NHOTINTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE TI 12 AS PER FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS*: () �� NTS Z LLI 110 11` LB-S-PORCH-170D LLI _ 0�`Q ICY) a \\ T \\\ SE............. Q'9 \\ 't. •' •..yCQ // \ : + TCENS / L P ••':% I' _ / NO. 64608 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. I}' COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 14 SHEDS EDITION. IN FLOOD HAZARD AREAS MUST COMPLY WITH I F' O STATE _ :, % 1" O i . iF Al •••. '' 0 R 10 •V \�\\ ///� SSi'••••.....�••��G\\\\ . THE LOCAL FLOOD ZONE REGULATIONS. 15. FUTURE IF A WALL IS FRAMED FOR HVAC UNITS THAT WILL BE ////r U NA 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. L7MANUFACTU ERSNINSTTRUCTION SHEDS REQUIRE THAT INSTALLATION PER Ly Yauhef T. Bow Hn P.E. Florida U.— Q � Sheet FBPR-1 OF 5 2020-12-22TOP LINE ENGINEERING APPROVAL PLAN # LB-S-PORCH-17OD-20 M#4 HVHZ APPROVED 3.5'-20GA METAL COLLAR TIE. 4'-0' LONG ATTACHED WITH (2) 110 SELF DRILLING GRABBAR SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTER AND J a 3 0 VARIES, 6'-0' TO 13'-8'— FRAME SECTION ROOF PANELS FASTENED SEE ROOF FRAMING WITH 25'-14a.75- HWH TRAXX/1 SCHEDULE FOR RAFTER AND AT 6' O.C. BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24' O.0 MAX. 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) 010 SELF DRILLING GRABBER SCREWS. (1) INTO EACH FLANGE SHEATHING FASTENED W/ $a.1.5- GRABBER SCREW (OR EQUAL) AT 6- O.C. TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, MCC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 409 DIXON STREET ATTACH ROOF FRAMING TO VIDALIA, GEORGIA 30474 TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16x1 TEKS PHONE NUMBER: (912) 538-18� PANHEAD SCREWS WITH S3 DRILL POINT AT 6' O.C. CODE IN mot yam Yw.ncnm 1.� OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHFAD SCREWS WITH #3 DRILL POINT AT 6' O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24' O.0 MAX. OVERHANG OPTION DETAIL 2020-12-22 TOP LINE ENGINEEKING APF'KUVAL PLAN 4 Lb-J-rUKUH-I /Uu-zU --- H VNL i-\rrKuvtu om.wn NIgY9F WAM 6 401� unnr 1 uaay.s op® nmwr �R morvNr .h ou �FVRGNCF Fk]Ui 10 IpOF oW Idp foal wav In[ lau m bkr Inv 0mn ovo low rtnrn of uvo rylas w RNR' 6 Rkm K. w--a mu—"Ppumm lal¢ b IIIRi'N[ 9Qld 16w[ mulc rmo¢ b n. >an. a im O Er. Mrs oar 11-15-20 Z smti No I-- Yea+k LB-S-PORCH-1700 w \\\Illltll/� `%% Y\EI.......:.. C `A, •'•:�If U uCENSE- I O =mac NO. `:ys IL = 64608STATE fill Ally 0 N O FlMEa Lkenx 64CA6 O O— FBPR-2 OF 5 SECURED WITH (2) H3 OR EQUAL (SEE FASTENING SCHEDULE) 3.5" 20GA. STEEL TOP PLATE --- 4x4 P.T. POST I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I POSTS TO BE SECURED TO I I I I I I I I 1 I OPTIONAL FLOOR OR ANCHORED I TO CONCRETE/FOOTERS WIT -I SIMPSON BC40 OR EQU I I I I I I I (2) LTS-12 I I I I OR LONGER I I I I MAX. O.C. ---� `O'—n" {,TAX_ �t, TOP LINE ENGINEERING. LLC SLINII NGI EEERI N% TE William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SIDE DETAIL STRAP k FASTENER SCHMULE EXISTING STATE PERMITTED LARK f STEELLUMBERJACK MODULE END WALL __________�__SI I II II I II II I II II I I I I I I II it I II 11 I II II I II II I II II I II II I II II ' I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II I II II I II II I II 11 I II II I II II I II II I II II I II II I II II I II u I II II I II II I II II ------------- )(ISTING OPTIONAL 'ORCH— 4' OR 6 STRAP h S PSON SRONG-O sm SC m SCHEDULE 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-PORCH-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 tua'o ms tnNSTmcuot terc 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-PORCH-170D-20 *** HVHZ APPROVED 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-18 tua'o ms tnNSTmcuot terc — -- w sR Twmaoui tFrc R6 9iit✓®tN sI5TF11 by ampMY AtuAYAE Mptml a s1aEs ttEat Alto scm wrt>ur, acmK vinmas ato® FaowV� HcsysE mnCMf �F nu IF`moacE FA tta6 trio tab Tmv tnc too tw m Hart tm Raow tttw trio tms � tac talc ia,» x maw s plus rtaat rtov WA Ymuo � tutnc t Mp M[ pollTR M 161¢ .11L 9FllFli 16Yi b b Z sec HIS - - - Y-w- L9-S-PORCH-1700 W _ ? NO. u = = 64608 O a- _ STATE A q <v ,, ���� ''''' NA Q �/O 1 11►� Yattnep T. =win P. W Florida lleenaw s FBPR-3 OF 5 SKID RUNNER SPACING* UNDER 30' LENGTH A B 15' 42' r 24' 72' 24' 84' 28' 84' 36' Be 84' NALDES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. , 6'-0' 2-x4- 6'-1' TO 11'-B' 2'x6' > 11'-8' 12'xB' -NOTE JOISTS CAN BE EITHER 92 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) 0 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' M. 10'-0' 20' 40' 22• 44' 24' 4b� 13'-0' 26' 1. 28' 56' 'VALUES ME FROM END OF JOIST TO CiNIEAS OF SIDS ONLY. 2020-12-22TOP LINE ENGINEERING APPROVAL PLAN # LB-S-PUNCH-I /UU-2U" ' HVHL ArrKUVrU 4-09 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 1Mtiw oaax aqua me m61HIClo1 irPE w rPF: wma.+aN loc 11E ssslEmal MIFM weE amw+R. wa1Ve✓< x1PElO+ ar sm[s 1 eLx rEo sP� wpm... DI4mA m® NfF)>tlll PIiQPE C P[411f �% o.a lsmdxF fK101 to Raf Oa0 LOIO to7 PO6 111E IdY m IOIr as Rmq DEAD 101E Yf IWIF Oi'fWLS BLOT. POOP M1 YDOlPES PFA alLla IEWiI1C ITOIO•IGN 16N2 awL1E 94}fA OSI2 b b Z u� of 1I 8 o ooea 11-15-20 z — NTS W u.-k.. LB-S-PORCH-170D xEN U cr_ O Q i i i N0. 0_ =* 646.008 Of 00 STATE J ice'• FiiOR11) :'•�ILI Q �O llll0%�\��`� O Mattes T. Baldwin P.E. F- o noritla License Sneet FEIPR-4 OF 5 t012- LAP SPLICE FASTENED WITH (6�'x4'G SCREWS ON INSIDE, (3�'x4' LAG REWS ON OUTSIDE (9 TOTAL) 4"x6" P.T. SKID SPLICE SENCO K28 (OR EQUAL) NAILS. TWO ROWS 1.5- FROM THE EDGE. 0 12- O.C.. STAGGER ROWS 6'. 3'xII. SPLICE PLATE FASTENED WITH (5)-SENCO K28 (OR EQUAL) NAILS EACH SIDE (2) 2"x6" P.T. SKID SPLICE-/SECURING Td TOP LINE ENGINEERING LLC —L 'T..__L ENGINEERS William E. Neary, III SMP-51, SMI-79, ]CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 3.5' 20GA. STEEL SOLE PLATE SECURED WITH &-x4- LAG SCREWS 016'O.C. r I 2'x4' BLOCKING BETWEEN SKIDS UNDER DOUBLE END JOIST SECURED WITH (3) 0.120'x3' NAILS 012'O.C. STAGGERED Q NOTCH CH JOIST ATTACK JOIST TO SKI. V �'x4' LAG SCREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING —3.5' 2DGA. 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 2020-12-22TOP LINE ENGINEERING APPROVAL PLAN # LB-S-PORCH-17UD-20 "' HVHZ APPROVtD 409 DIXON STREET VIDALIA, GEORGIA 30474 PHONE NUMBER: (912) 538-181 uw.xuxrxx wnrlo mx; axmlax�rN nlc w 0Z A01BCI7011 Ioc RIE sss�ol srzlN ,xrx omxvlx.� MIAFIHx MNm1 Q sraaEx aLx tro sEm s.-vn... va®xc m® MDMr rr®xc Imrxxlfr �F Glx 1portaNa rx:Irn to xoa oreo lan wor uvc uxu m run m Z p ur. Dr. wre (n mar 11-18-20 Z sm. NTS LiJ Yre+F. LB-S-PORCH-170D x W 1...... �T OCENSC; O NO. `:ys a _= ? 64608 STATELd ` ``` in''''/'11 1 I111 a W.Ut M T. BMW. P.E O Flwk U.— o S FEIPR-5 OF 5