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Home My WebLink AboutPlan Approval.r —T<t<�>PTOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS RECEIVED . December 28, 2020 NOV 15 Zd2-1 Mr. Thomas Campbell st_LudeCWKfV Florida Department of Business and Professional Regulation P&MIttiv 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Smithbilt Sheds / Plan # SBS-S-170D-20 k .�' (9 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. iil s ectfully, liam E. Neary, II Business Partner ................... �1GENSF NO. 64608ZZ ': 2 i STATE OF 4 Digitally signed by Matthew Baldwin Date: 2021.05.03 09:13:05-04'00' Top Line Engineering, LLC PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND BILL.TLE@yahoo.com THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES *** 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 o Projects.TLE@yahoo.com FL Certificate of Authorization 31785 T 7 L *** 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. STANDARD WALL DETAIL WITH DOOR & WINDOW OPTIONS VARIES 8'-0" TO 50'-0" MAX. FLOOR FRAMING PLAN NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS - BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040" IAL THICKNESS. ARE APPROVED FOR THE HEIGHTS OF ALL COMBINATIONS OF WALL TS AND WIDTHS LISTED. 1P ALUMINUM WALL SHEATHING ZONAL) 8" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING ZONAL) JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. iIONAL) VINYL SIDING _IONAL) 2" CDX PLYWOOD OR 4" GYPSUM ON INTERIOR 1.25" BRACING STRAPS ON INTERIOR OR EXTERIOR OF REQUIRED ON WALLS GREATER THAN 24' LONG AND/OR SIDEWALL OPENINGS ARE >= 50%. FASTEN WITH i.131 "x2.25" GUN NAILS OR #8x2.25" SCREWS AT EACH NALL SOLE PLATE t FRAMING i.L' TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, [CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF @ 16" O.C. TYP. (2)2"x6" P.T. SKIDS INTERIOR 2'k6" FLOOR JOIST NOTCHED 1j" FOR P.T. SKIDS DDITIONAL (2)2"x6" P.T. SKIDS OR 14'-0" WIDE BUILDINGS GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, R402.1. 4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 5.ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED. 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING REQUIREMENTS. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE. 8. IN ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE". 9.IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION (10.) BUILDINGS THAT ARE 400 SO —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 SQ—FT OR MORE SHALL HAVE AN 80" MINIMUM DOOR. 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12. AS PER FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. 14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE APPROVED BY THE AHJ AND LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS. 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS INSTRUCTIONS. Zf 11) -�o 5-T, REVIEWED FOR CODE COM IANCE S. LUCIE COUN TY BOCC APPROVED FOR HVHZ USE FBC 1626.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET (67 M2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. SMITHBT�T 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION so17 Nec 'N wmaa MANUFACTURER SWTHSILT SHEDS BUILDING TYPE OF RED 9UILD1 G R61D lA STORAGE CONSTRUCTION TYPE v—e FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vm-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.1e IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 75/125PSF 'R• RATING OF WALLS. FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO.Fr. OR LESS REVISIONS Dm*n B)r MTB LLJ Date: 11-15-20 z J scale: NTS :5 Model#: SBS—S-170D Q w11IIfill, ••ENSF- :-WiN, 8J: STATE __j ............. / 1 1 Matthew T. Baldwin P.E. J Florida License #64608 J Q Sheet: F B P R —1 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED i MITEK 2"x4" OR EQUAL TYP. 12 -V \ 3'-7" 2".4" COLLAR TIE 2"x 4" 1 "x4" BRIDGING 2"x6" TYP. AT EACH BENT ATTACH WITH (3) TOENAIL xa SCREWS (EACH SIDE) 3 _ Cl) ,T TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, [CC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 '-0" MIN. TO 14'-0" MAX: 1 "x4" BRIDGING & � Iow w= NOTCHED 00 in 2 2x4 SOLE PLATE BARN STYLE TYPICAL TRUSS FLOOR FRAMING MITEK 2"x4" OR EQUAL TYP. OPTIONAL RIDGE VENT MITEK 2"x4" OR EQUAL TYP. UF'IIUINHL VVIINUUVV UN SEE HEADER D)ETAIL 2"x4' BLOCKING Of " AX. O.C. TYP. \\ �`- '-0" MIN. TO 14'-0" MAX. — III 2x8 NAIL PLATE END ELEVATION 2"x6" P.T. HEADER M m a a d OPTIONAL GARAGE `x DOOR OPENING cOx N N GALV. THRESHOLD FLASHING VI 6'-0" MIN. TO 14'-0" MAX. L_a zavcl �nnn 2x4 SOLE PLATE / FLOOR FRAMING J 2x8 NAIL PLATE END ELEVATION W/GARAGE DOOR IN,ow- INGIP, STRIES, INC. 1061 U.S. 92 DOOR ABURNDALE, FL 33823 OPTIONAL WALL SHELVING LOCATION WIDTH AND LENGTH VARY PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION soli W"' -'-' MANUFACTURER SMI HSILT SHEDS BUILDING TYPE F RED BUILDING MANUFACTURED RESIDENTIAL U STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY URIm' ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Va-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 3OPSF OR 3001h POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 75/125PSF •R• RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.Fr. OR LESS REVISIONS LLJ Drawn By: MTB >_ Date: 1 1-15-20 ~ Scale: NTS Model#: SBS-B-170D LLJ LLJ `�� •\-\CENSF Cn _��• N STATE :'4,, %'S/ONALE`��`` Q �� 1 � M ttn wl Florida License #64608 .. F],I Sheet: FBPR-2 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 O 0 Q0 Cn w Q 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 1 15.2 +31.9 —35.5 +38.2 —48.4 ROOF SHEATHING: — D4 LAP ALUMINUM SIDING — (OPTIONAL) 8" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING (EXTERIOR) — (OPTIONAL) "' CDX PLYWOOD OR "' GYPSUM ON INTERIOR VFirCILJ 0 —U I U UU —U i -r _ _L I I may/ fj SLOPE ' BLOCKING, @ EAVE & 12 O.C. RIDGE RIDGE 2"x4" TRUSS DOUBLE END D BLE END SLOPE 1 "x4" BRIDGING (SEE WALL DETAIL) ROOF FRAMING PLAN SMITHBICT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION m17 Ncc 'm � -- MANUFACTURER sMRHBaT sHEos BUILDING TYPE VIANUFACTURED BUILDING RESIDENT& LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY un ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V 170mpE EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— o.fe IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 75/125PSF W RATING of WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 so.Fr. OR LESS REVISIONS Drawn By: MTB Date: 11-15-20 Scale: NTS Model#: SBS—S-170D LLJ X \CENSF- LIJ ��• i N -)3 :• STATE Q � � MattheW T. BaldWin P.E. O Florida License #64608 F Sheet: FBPR-3 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED 00 i7 0 I- 0 I In w 4x4 P.T. POST OPTIONAL PORCH TO WALL CONNECTION 40'-0" MAX. 4'&6' OPTIONAL PORCH --I N M x x -------- I I I I I I I I I __—------ --_____— I 1 I 1 i i 1 1 i I i I 1 I 1 1 1 I 1 i i i 1 1 I 1 1 I I I I I I I -------- --------- -------- xr - - - - - - - - 1 r- - - - - - - - - 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 r- - - - - - - - - 1 r- - - - - - - - - 1 r— - - - - - - - - - - - - - - - - i r - - - - - - - - - i r- - - - - - - - - OPTIONAL PORCH TO FLOOR FRAMING 2": SECURED WITH STRAPS AS PER FASTENER SCHEDULE (2) 1/4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL L TOP LINE ENGINEERING, LLC STItUCI'URAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 PORCH END 4"x4" P.T. 4"x6" P.T. PORCH CORNER SECURED WITH STRAPS AS PER FASTENER SCHEDULE (2) 1/4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL PORCH INTERIOR COLUMN CHIC WAI I rUMUM I U J)11LU UUNINLU 1 lulu "x4" P.T. SMITII131CT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION s017 NEc "' --' — ' ' MANUFACTURER SMRHBILT SHEDS BUILDING TYPE TYPE BUILD] GG iUF�REDBUILDING RESIDENTIAL" STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UnUTT ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vu-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001e POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 75/125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT. OR LESS REVISIONS DroWn By: MTB Date: 1 1-15-20 scale: NTS Model#: SBS-S-170D T w......... \,\C E NSF N Zi 7 -,- Ai - bP - 7C -�3 . STATE Matthew T. Baldwin P.E. Florida License #64608-7 Sheet: FBPR-4 OF / 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS *NOTES 1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. 2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 4. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED ) 2"x4" WITH OPTIONAL 12" PLYWOOD OR OSB LLER OR 4"x4" (2) 2"x4" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x4" 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) 2)2"x4" OR 4"x4" (2) 2"x6" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x6" 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) (2) 2"x6" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x6" 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) 2)2"x4"w/2"x4". (2)2"x6" OR 4"x6" SIDE WALL HEADER SCHEDULE (170D)€el BUILDING WIDTH SIZE€d,gj FASTENERS W/O STRAP (EACH END)€c} UP TO 14' WIDE MAX. SPAN NJ€bj 1-2"X4"j(I 3'-0" 0 3-3"xO.131" NAILS 2-2"x4" 6'-0" 1 6-3"x0.131" NAILS A. TABULATED VALUES ARE FOR NO.2 GRADE SPRUCE PINE FIR LUMBER. B. NJ - NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END. E IF OVER 3' SPAN AND NO STRAPS ARE USED HEADER MUST RUN TO NEXT STUD D. THE OPTIONAL }" PLYWOOD OR OSB FILLER IS NOT STRUCTURAL AND ONLY FOR AESTHETICS E. SEE HEADER DETAILS FOR ALTERNATE LAYOUTS, i.e. 2-2"x4" OR 4"x4" F. WINDOW HEADR FOR WINDOW OPENINGS THAT HAVE MORE THAN 50% COMBINES STUD WALL ABOVE AND BELOW. OTHERWISE DOOR HEADER SCHEDULE. G. THE HEADER CAN BE ATTACHED TO THE TOP PLATE AND THUSLY HAVE COMBINED STRENGTH EQUIVALENT AND USE THE MAXIMUM SPAN STATED. SEE HEADER DETAILS FRO EQUIVALENT SIZES. _T"t TOPLINEENGINEERING LLC L� �S rHUC'1'UIUL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SINGLE FLAT 2"x4" HEADER WINDOWS* 3' WIDE OR LESS WALL STUDS OPTIONAL WOOD FRAME DOOR CONSTRUCTION DETAI EXTERIOR SHEATHING WALL " 16" x4" BETWEEN WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) END WALL HEADER SCHEDULE (170D)€el SIZE€dJ MAX. SPAN NJ€b FASTENERS W/O STRAP (EACH END)€c� 1-2"X4" 6,-0" 0 3-3"xO.131" NAILS 2-2"x4" 9,-0" 0 6-3"xO.131" NAILS A. TABULATED VALUES ARE FOR NO.2 GRADE SPRUCE PINE FIR LUMBER. B. NJ - NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END. F P NO STRAPS ARE USED HEADER MUST RUNT T STUD C. I OVER 3 SPAN AND 0 NEXT D. THE OPTIONAL }" PLYWOOD OR OSB FILLER IS NOT STRUCTURAL AND ONLY FOR AESTHETICS E. SEE HEADER DETAILS FOR ALTERNATE LAYOUTS, i.e. 2-2"x4" OR 4"x4" F. WINDOW HEADR FOR WINDOW OPENINGS THAT HAVE MORE THAN 50% COMBINES STUD WALL ABOVE AND BELOW. OTHERWISE DOOR HEADER SCHEDULE. G. THE HEADER CAN BE ATTACHED TO THE TOP PLATE AND THUSLY HAVE COMBINED STRENGTH EQUIVALENT AND USE THE MAXIMUM SPAN STATED. SEE HEADER DETAILS FRO EQUIVALENT SIZES. SMITHBICT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM 4" TYP. OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED INUM DOOR EXTERIOR 'NO —STRAP' HEADER DETAIL MAX. 8' SPAN ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD •R• RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE REVISIONS SMITHBILT SHEDS V-B NONE NONE UDUTY 1 Vr-170mph D ENCLOSED +/- O.1B 1.0 tOPSF 3OPSF OR 30016 POINT LOAD IOPSF 75/125PSF N/A 1 No No 719 SOFT. OR LESS Drawn By: MTB Date: 11-15-20 Scale: NTS Model#: SBS-S-170D J�I�T 1/..<'''' W� \CENs,- (n _ 8 •:• STATE i LLJ Matthew T. Baldwin P.E. C:) Florida License #64608 Q = Sheet: FBPR-5 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED I 0 FASTENING SCHEDULE TABLE 2304.10.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof 1. Blocldng between calling joists, rafters or trussesto top plate or other framing below 3-8d common (212" • 0.131'); or3-1 Od box (3' x 0.128'): or3-3' x 0.13V nails; or3-3' 14 gage staples, 7/16' crown Each end, toenail Bloddng between rafters or truss not at the wadtop plate, to rafter or truss 2.8d common (2112' x 0.131')23' x 0.131' nails2.3. 14 gage staples Each end, loaned 2-16d common (312' x 0.1620)3-3' x 0.131' nads331 14 gage staples End nail Flat biocdng to truss and web filler 16d common (312' x 0.162) 8 6'30 x 0.131' nails ® W o.a.3' x 14 gage staples Q 6' o.c Face nail 2. Ceiling joists to top plate 3Ad common (212' x 0.131'); on-10d box (3• x 0.128'); 0 33' x 0.1310 nails; or3-3' 14 gage staples, 7/16' crown Each joist, toenail 3. Ceiling joist not attached to parallel rafter, lapsover partitions (no thrusl)(see Section 2301.2) 3-16d common (312' x 0.162'); or4-10d box (3' x 0.128'); or43' x 0.1310 nails; or4-3' 14 gage staples, 7/16' crown Face nail 4. Ceiling joist attached to parallel rafter (heel joint) (see Section 2301.2) Per Section 2301.2 Face nail S. Collar be to rafter 3-10d common (W x 0.148); or4-10d box (3' x 0.128'); or4)' x 0.131' nails; or4-W 14 gaga staples, 7116" crown Face nod 6. Rafter or loot truss to top plate(See Section 2301.2) 1 3-10 common (3' x 0.148'); or3-16d box (3112' x 0.135'); or4-10d box (3• x 0.128'); or4-30 x 0.131 nails; or43' 14 gage staples, 7/16' crown Toenailc 7. Roof rafters to ridge valley or hip rafters; or roofrafter to 24nch ridge beam 2-16d common (312' x 0.162'); or3-10d box (3' x 0.128*): orJ-3" • 0.1310 nails; or3-3' 14 gage staples, 7/16' crown; or End nail 3.10d common (3' x 0.148'); or4.16d box (312" x 0.135'); or4-10d box (3' x 0.128'); or4)0 • 0.131' nails; or43' 14 gage staples, 7/16' crown Toenail Wall B. Stud to stud (not at braced wall panels) 16d common (312' x 0.162'); 24' o.c. face nail 10d box (3' x 0.128); or3' x 0.131' nails; or3-3" 14 gage staples, 7116' craws 16' o.c. face nail 9. Stud to stud and abutting studs at intersecting wallcomers (at braced well panels) 16d common (312' x 0.162'); or 16' a.o. face nail 16d box (312' x 0.135); or 12' o.c. face nail 3' x 0.131' nails; or3-3" 14 gage staples, 7116' crown 12' o.c. face nail 10. Built-up header (2' to 2' header) 16d common (312" x 0.1620); or 16' o.c each edge, race nail 16d box (31/2' x 0.135') 12" o.c. each edge, face nail 11. Continuous header to stud 4-8d common (2112' x 0.131'); or4-10d box (3' x 0.1281) Toenail 12 Top plate to top plate 16d common (3112' x 0.162'); or 16' a.c. face nail 10d box (3' x 0.128'); or3• x 0.131' nails; or3' 14 gage staples, 7116" crown 12' o.c. face nail 13. Top plate to top plate, at end joints 8-16d common (312' x 0.1620); arl2-1 Od box (3' x 0.128,); or12-3' x 0.131' nails; orl23. 14 gage staples, 7/16' crown Each side of end joint, face nad(minimum 24• lap splice lengtheach side of end joint) 14. Bottom plate to joist, rim joist, band Joist or blocldng(not at braced wall panels) 16d common (312• x 0.162*); or 16" a.c. face nail 16d box (312' x 0.135"); cx3' x 0.131- nails; or3' 14 gage staples, 7/16' crown 12" o.c. face nail 15. Bottom plate to joist, rim joist, band joist or blocking at braced wall panels 2-16d common (312' x 0.162*); or3-16d box (312' x 0.1350); or4-3' x 0.131" nails; or4-3' 14 gage staples, 7/16" crown 16" o.c. face nail 16. Stud to top or bottom plate 4-8d common (21/2" x 0.131'); or4.1Od box (3' x 0.128*); or43' x 0.131' nails; or43' 14 gage staples, 7/16' crown; or Toenail 2-1 Od common (312" x 0.162'): or3-1 Od box (3• x 0.128'); .,33' x 0.131' nails; or3-3' 14 gage staples, 7/16' wvm End nail 17. Reserved 18. Top plates, laps at comers and intersections 2-16d common (312' x 0.162'); or3-10d box (3' x 0.1280); or"' x 0.131' nails; or3-3' 14 gage staples, 7/16' crown Face nail 19. 1' brace to each stud and plate 2-8d common (21/2' x 0.131'); o2-10d box (3' x 0.128*); 02-3' x 0.131' nails; 023' 14 gage staples, 7/16' crown Face nail 20. 1' x 6* sheathing to each bearing 2 Id common (212' x 0.131'); o2-10d box (3' • 0.128') Face nod 21. 1' x W and wider sheathing to each bearing 3-8d common (212' x 0.131'); or3-10d box (3' • 0.128') Face nail Floor 22 Joist to sill, top plate, or girder 3-8d common (212' x 0.131'); or ficor3-10d box (3' x 0A281); or3-3' • 0.131' nails; of 14 gage staples, 7116' crown Toenail 23. Rim joist, band joisL or blocking to top plate, sill or other Framing below 8d common (21IT x 0.131"); or10d box (3' x 0.128*); or3' x 0.131' nails; or3* 14 gage staples, 7116' craws 6- o.c., toenail 24. 1' x 6' subfloor or less to each joist 23d common (2112" x 0.131'); o2-1 Od box (3' x 0.128*) Face nail 25. 2' subfioc r to joist or girder 2.16d ...an (312' • 0.162*) Face nag 26. 2' planks (plank & beam - Floor & mot) 2-16d common (31/2' x 0.162*) Each bearing, face nail 27. Buih-up girders and beams, 2' lumber layers 20d common (4' x 0.192') 32• o.c., face nail at top and bottumstaggerad on opposite sides 10d box (3' x 0.128'); or3' x 0.131' nails; or3' 14 gage staples, 7/16' crown 24• o' face nail at top and bottomstaggered on opposite sides And:2-20d common (4' x 0.192'); or3-1 Od box (3' x 0.128'); or3-3' • 0.131• nails; or33' 14 gage staples, 7116' crown Ends and at each splice, face nail 28. Ledger strip supporting joists or rafters 3-16d common (3112' x 0.162'); or4-10d box (3' x 0.128'); or4-3' x 0.131' nails; or43' 14 gage staples, 7/160 crown Each joist or rafter. face nail 29. Joist to band joist or rim joist 3-16d common (31 IT x 0.162"); or4-1 Od box (3' x 0.128'); or43' x 0.131' nags; or43' 14 gage staples, 7/16' crown End nail 30. Bridging or blocking to joist rafter or truss 23d common (212" x 0.131'); o2-10d box (34 x 0.128ffi); 02-3' x 0.131' nails; 023' 14 gage staples, 7116' crown Each end, toenail Wood structural panels (WSP), subgoor, roof and interior wall sheathing to framing and particleboard wall sheathing to framinga Edges(riches) Intermediate supports(inches) 31. 3/8' -1/2" T T•TOPLIN£ENf•INEERINa LLC -I` �'E., srwcTuxnE rN4hNFEhe4- William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 Bid common or deformed (2' x 0.113') (subgoor and wall) 6 12 Bid common or deformed (212' x 0.1310)(mof) or RSRS-01 (2318' x 0.113') nail(rcof)d 6 12 23/8' x 0.11W nahl (subffoor and wall) 6 12 1314' 16 gage staple, 7/16' crown(subfioor and wale 4 8 23/8• x 0.113' nail (roof) q 8 1314" 16 gage staple, 7/16' crown (roaf) 3 6 32 19132' - 3/4' Bd common (212' x 0.131'); or6d deformed (2' x 0.1130) (subgoor andwall) 6 12 Bd common ar deformed (2112' x 0.131')(mof) or RSRS-01 (23/W x 0.113') nail(mol)d 6 12 2318' x 0.113' nail; 02' 16 gage staple, 7116' crown 4 8 33. 718' -1114' 10d common (3' x 0.148'); or8d deformed (212• x 0.131') 6 12 Other exterior wad sheathing 34. 12' fiberboard sheathingb 112' galvanized roofing nail(7/16' head diameter); oA 114' 16 gage staple with 7/16' or 1' crown 3 6 35. 25/32' fiberboard sheathingh 13/4' galvanized roofing nail(7/16' diameter head); or112' 16 gage staple with 7/16' or 1' crown 13 16 Wood structural panels, combination sub0oor undedayment to framing 36. 3/4" and less ed common (21/2- x 0.131'); or6d deformed (2' x 0.113') 16 12 37.7/8' -1' 18d common (21/2' x 0.131'); or8d deformed (212' x 0.131') 16 112 38. 1118' -1114' 10d common (3' x 0.148'); or8d deformed (2112' x 0.131') 16 12 Panel siding to framing 39.12' ar less 6d corosion-resistant siding(1718' x 0.106'); or6d corosion-resistant casing (2' x 0.099) 6 12 40. 518, Bid corosion-resistant siding(23/8- x 0.128 ); or8d mmosion-resistant casing(212' x 0.113') 16 112 Interior paneling 41. 114' 4d casing (1112' x 0.080'); or4d finish (112' x 0.072') 16 12 42.3/8' 6d casing (2' x 0.099'); or6d finish (Panel supports at 24 Inches) 16 112 For SI: 1 Inch = 25.4 mm. FOR SI: 1 INCH = 25.4 MM. A -NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. B.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). C.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. D.RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. ALTERNATE FASTENING SCHEDULE CONNECTION FASTENING ALT 31 -33. WOOD STRUCTURAL PANELS AND 2" X 0.092' RING SHANK PARTICLEBOARD SUBFLOOR. ROOF AND WALL 1/2'AND LESS NAIL -5" FROM EDGE, 10" SHEATHING TO FRAMING O.C. STRAP & SIMPSON STRONG-DRIVE®SD SCREW SCHEDULE PART#/DESC. UPLIFT WALL FASTENER RAFTER FASTENER PLATE FASTENER H1 435 - 6-SD9X1.5" 4-SD9X1.5" H11Z 750 - 6-SD10X2.5" 6-SD10X2.5" H2A 495 5-SD9XI.5" 5-SD9X1.5" 2-SD9X1.5" H2.5A 540 - 5-SD9X1.5" 5-SD9X1.5" H2.5 410 5-SD9X1.5" 5-SD9X1.5" - H2.5T 545 5-SD9%1.5" " - H2A 495 7-SD9X1.5" " - H3 320 4-SD9X1.5" " - H4 280 4-SD9XI.5" g4-SD9Xl.5" "RAFTERHS 415 4-SD9%1.5" "LTS-12 895 6-SD9X1.5" "LTS-16 1075 6-SD9X1.5" " - LTS-18 1235 6-SD9X1.5" 6-SD9XI.5" - LTS-20 1215 6-SD9X1.5" 6-SD9X1.5" - MTS-12 895 7-SDgXI.5" 7-SD9X1.5" - MTS-16 1075 7-SDgXI.5" 7-SD9X1.5" - MTS-18 1255 7-SD9X1.5" 7-SD9X1.5" - MTS-20 1255 7-SD9X1.5" 7-SD9X1.5" - PART#/DESC. UPLIFT COLUMN FASTENER RAFTER FASTENER A21 - 2-SD9X1.5" 2-SD9X1.5" PORCH A23 - 4-SD9X1.5" 4-SD9X1.5" A33 - 4-SD9X1.5" 4-SD9X1.5" WALL TO PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER FLOORIA) LSTA-18 1,235 7-SD9%1.5" 7-SD9X1.5" PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER TIE -DOWNS 20GA. 14" WIDE 4.725 7-SD9X1.5" 5/8"X 30" ANCHOR 4,300 A. ONLY NEEDED ON ALUMINUM SHEATHING WALLS. B. HEADERS OVER 6' SPAN. STRAP & FASTENER SCHEDULE €A; PART#/DESC. UPLIFT WALL FASTENER RAFTER FASTENERI PLATE FASTENER HI 400 - 6-8DXI/5' 4-8D H11Z 750 - 6-16D%2.5" 6-16DX2.5' H2A 495 5-BDX1.5" 5-BDXI.5" 2-BDX1.5" H2.5A 535 - 5-81) 5-81) H2.5 410 5-8D 5-81) - H2.5T 545 5-8D 5-813 - H2A 495 7-8DX1.5" 5-8DXI.5" - H3 320 4-80 4-8D - H4 235 4-80 4-8D - RAFTERIBj H5 265 4-8D 4-13D - LTS-12 620 6-1 ODX 1.5" 6-10OX1.5" - LTS-16 620 6-10D%1.5" 6-10DX1.5" - LTS-18 620 6-10DX1.5" 6-10DX1.5" - LTS-20 620 6-10DX1.5" 6-10DX1.5" - MTS-12 860 7-10DX 1.5' 7-10D%1.5" - MTS-16 860 7-10D%1.5" 7-10DX1.5" - MTS-Ia 860 7-IODX1.5" 7-10DX1.5" - MTS-20 860 7-1 ODX1.5" 7-1GDX7.5" - A21 245 2-10DX1.5" 2-10DX1.5" PORCH A23 585 4-IODX1.5" 4-10DX1.5" A33 750 4-10D 4-10D WALL TO PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER FLOORICI LSTA-18 1.110 7-100 7-10D PART#/DESC. UPLIFT STUD FASTENER FADER FASTENER HEADERIDI TP-35 N/R 5-3'X 0.131' 5-3'X 0.131' HP40,41,80.81 4,725 5-3-X 0.131" 5-3'X 0.131" #/ PARTDESC. UPLIFT WALL FASTENER FLOOR FASTENER TIE -DOWNS 20GA. 11 WIDE 4,725 7-1 ODX 1.5" 5/8"X 30" ANCHORI 4.300 RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24" O.C. EVERY OTHER FOR 16" O.C. BUT IS REQUIRED ON CORNERS AND STUDS IACENT TO CORNERS. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS. HEADERS OVER 6' SPAN. SMITHIBILT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION M7`1jEC rN cowW` �"�'`-•-�_ MANUFACTURER sMRH9iLT SHEDS BUILDING TYPE B OF CTURED BUILDI G RESID LA STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY CLOY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vm-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD taPSF ROOF LIVE LOAD 30PSF OR 30011, POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 76/125PSF •R• RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.Fr. OR LESS REVISIONS LLJ Z J Q Li U) (n LLJ J LLJ U cn U z DraWn By: iyiTB Date: 1 1-15-20 Scale: NTS Model#: SBS-S-170D _\CENS6- N / �•. STATE ••V SSA • N....•� `;`�� W/'011h1A\6V Matthew T. Baldwin P.E. Florida License Sheet: FBPR-6 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED ELECTRICAL SYMBOL KEY iii 111"' RECEPTACLE Q240 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY R SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE JUNCTION BOX _Tt:LTOP LINE ENGINEERING, LLC `� _ STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 ELECTRICAL NOTES: 0 0 0 I vi W 0'-0" MAXIMUM BUILDING LEN SMITH131UT 1061 U.S. 92 ABURNDALE, FL 33823 WINDOW HEIGHT, LOCATION PHONE NUMBER: (863) 665-3767 AND QUANTITY MAY VARY FAX NUMBER: (863) 665-0159 AND ARE OPTIONAL CODE INFORMATION / CODE VERSION FBC 2020 7th Mom , SCE-7-16, 2017 NEC MANUFACTURER SMTTHBILT SHEDS / BUILDING TYPE R5DF CNREDN BUlrol RAGE NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS CONSTRUCTION TYPE V-B MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT FIRENONE FIRE SSUPPRUPPRESSISI ON SYSTEM NONE \ OCCUPANCY Uri ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vm-170mph \ EXPOSURE D _ ENCLOSURE ENCLOSED \ / \ INTERNAL PRESSURE COEFFlCIENi +/- 0.19 IMPORTANCE FACTOR 1.0 SEE VARIOUS END WALL SEE VARIOUS END WALL ROOF DEAD LOAD tOPSF FRAMING SECTIONS FOR FRAMING SECTIONS FOR ROOF WE LOAD 30PSF OR 3001b POINT LOAD WALL AND DOOR FRAMING \ / WALL AND DOOR FRAMING FLOOR DEAD LOAD ,DasF FLOOR LEE LOAD IOPSF PSF -R• RATING OF WALLS, FLOOR, ROOF N/A / MODULES PER BUILDING I \ HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT. OR LESS \ I REVISIONS � REV DESCRIPTOPTON DATE BY OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE 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 WP 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). WI Drawn By: MTB z Date: 11-15-20 Scale: NTS Q Model#: SBS—S-170D w �� W T . q < ��i \_\CENSF- �� N 0 Q = *�� -3 STATE 10 G LLI J lI W W P. . Florida License #64608 n Sheet: F B P R— 7 01C 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED