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Home My WebLink AboutHVHZ ApprovedI 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 VANItJ 6 -U IU 5U -U MAX. 1'-4" O.C. MAX FOR 125PSF 2'-0" O.C. MAX FOR 75PSF 3/4" T&G PLYBOARD o - Ln w v CD I I n 1, n If w � I FLOOR JOIST, SEE SCHEDULE FOR SIZE 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. i ARE APPROVED FOR THE HEIGHTS OF ALL COMBINATIONS OF WALL TS AND WIDTHS LISTED. 1P ALUMINUM WALL SHEATHING FIONAL) J" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING RONAL) JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. FIONAL) VINYL SIDING FIONAL) 2" CDX PLYWOOD OR }" 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 ).131 "x2.25" GUN NAILS OR #8x2.25" SCREWS AT EACH NALL SOLE PLATE 2 FRAMING �2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF @ 16" O.C. TYP. '(2)2"x6" P.T. SKIDS INTERIOR 2"x6MFL00R JOIST NOTCHED 1}"!FOR P.T.T SKIDS - ADDITIONAL (2)2"x6" P.T. SKIDS FOR 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. tL_TOP LINE ENGINEER[NG,_LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 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. SMITHBICT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION so 7 M MANUFACTURER SMITHBILT SHEDS BUILDING TYPE OF RlD BUILDI G R610 IA STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTRIIY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1a IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR Wall, 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 SOFT. OR LESS REVISIONS Dmwa By: MTB LLJ Date: 11-15-20 z J Scale: NTS ModelB: SBS-S-170D LLJ ��11111T Cn ..., ..._\CENSE- i N 0. : 2 0 64608 STATE O i� F�ORI0N .'�� C��`1111111�� 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 MITEK 2"x4" OR EQUAL TYP. 12 1 "x4" BRIDGING 3'-7"—I 5 2"x4" COLLAR TIE 12 r2"x4" 2"x6" TYP. AT EACH BENT ATTACH WITH (3) TOENAIL SCREWS (EACH SIDE) _ 0 1 "x4" BRIDGING & o w w I O S NOTCHED a0 n I r� sl -0" MIN. TO 14'-0" MAX. BARN STYLE TYPICAL TRUSS TOP LINE ENGINEERING, L_LC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 MITEK 2%4" OR EQUAL TYP.� 2 2x4 SOLE PLATE- / FLOOR FRAMING J OPTIONAL RIDGE VENT MITEK 2"x4" OR EQUAL TYP. UYIIUINAL VVIINUUVV UN SEE HEADER D)ETAIL'. 2"x4' BLOCKING \ / " AX. O.C. TYP. \\ 1`� -0" MIN. TO 14'-0" MAX.- 2x8 vNAIL PLATE - END ELEVATION frrz 2%6" P.T. HEADER m a m � d OPTIONAL GARAGE cn N DOOR OPENING CO N GALV. THRESHOLD FLASHING 9'-O" I;I RI L_J -0" MIN. TO 14'-0" MAX. 2x4 SOLE PLATE / FLOOR FRAMING J 2x8 NAIL PLATE) END ELEVATION W./GARAGE DOOR DOOR .OPTIONAL WALL. SHELVING LOCATION, WIDTH AND LENGTH VARY IN,U STRIES, INC. 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-376 FAX NUMBER: (863) 665-0159 CODE VERSION - - � --I% =7 NEC MANUFACTURER SMITHELT SHEDS BUILDING TYPE OF RED BUIL01 G MUD LASTORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY ALLOWABLE NUMBER OF. STORIES 1 BASIC WIND SPEED V-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD tOPSF ROOF LIVE LOAD 3OPSF OR 3001h 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 SOFT. OR LESS REVISIONS REV I DESCRIPTON I DATE BY LLJ Drown B7: MTB J >_ Dote: 1.1-15-20 ~ Seale: NITS (n Model#: SBS-13-170D IJ T. eq Q `�� • \_\C E NSE •• GL i�i cn � �: N0. •Z� 64608 -�3 : STATE ` .10 '•. OF J E. // nLicen `�/ O se #64608 w Sheet: FBPR-2 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED ROOF SHEATHING: — D4 LAP ALUMINUM — (OPTIONAL) 8" CDX — (OPTIONAL) 2" CDX STfTOP LINE ENGINEERING, LLC '��Cj RUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SIDING PLYWOOD WITH D4 LAP ALUMINUM SIDING (EXTERIOR) PLYWOOD OR 2" GYPSUM ON INTERIOR 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 VAN1L5 b —U I U �)U —U SLOPE -- - I .- I BLOCKING, EAVE & 12 O.C. RIDGE RIDGE I 9 n Y 2%4" TRUSS DOUBLE ND DGUBLE END SLOPE -1 F A— 1 "x4" BRIDGING (SEE WALL DETAIL) ROOF FRAMING PLAN 0 w, I k 9 0, 1 IN,U STRIES. INC. 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION ; 17 LTD'°' `°'°°"' —-- MANUFACTURER SMIIHBILT SHEDS BUILDING TYPE MANUFACTURED BUILDING R61D LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UMSTY ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vr170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 3OPSF OR 3001h 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 SO.Fr. OR LESS REVISIONS Drawn By: MTB Date: 11-15-20 Scale: NTS Model®: SBS—S-170D LLJ Q �� ••��CENSC .lZ�i LiF : NO.Cn ~ 64608 STATE :• ` I— i ••. OF O ASS O N A Li T B. win P.E. O D License 64608 L11F 0Sheet: FBPR-3 OF —7 / 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED 4x4 P.T. POST i OPTIONAL PORCH TO WALL CONNECTION 40'-0" MAX. F4'&6' OPTIONAL PORCH-1 X N In X X ________ ________ _________ I I I I I I i i i i i i i i i i I i I I I 1 I I 1 I I I I I I I I 1 I I I I I i '-------- --------- ----- ------- ir---------ir ---------ir-----------------ir---------it ----- --- --------- it ----- --- it--------- ------ OPTIONAL PORCH TO FLOOR FRAMING 2"1 L TOP LINE ENGINEERING. LLC STRUCRIRAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SECURED WITH STRAPS AS PER FASTENER SCHEDULE I 4"x4" P.T. (2) 1/4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL 1_)��4"x6" P.T. PORCH CORNER SECURED WITH STRAPS AS PER FASTENER SCHEDULE END (2) 1/4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL PORCH INTERIOR COLUMN CITYF WAI I I-'UCCUM I JI—r_U UUIVIVtI.IIUIV SMITHBILT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION 1 17 WX'"' ..."""—'—' MANUFACTURER SMIIHBILT SHEDS BUILDING TYPE OF RED RDI G RESIU IABUSTORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 30PSF OR 3001h POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 75/126PSF 'R' RATING OF WALLS. FLOOR. ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS zDrawn %r MTB � Date: 11-15-20 Scale: NTS Q Model#: SBS-S-170D Ld cn T "x4" P.T. I �'\. ............ �� •• �\GENs'C • •Z� O N0. 64608 p _ STATE :'Q� OF FL 0 �i/ �''•, P Q II®� Z dMbOIdWin P.E. O Florida License #64608 o Sheet: FBPR-4 OF 7 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" 2013A". 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) "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) 1) . 11 / — 11 . 11 (2) 2"x6" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x6" 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) 11x6" OR 4"x6" SIDE WALL HEADER SCHEDULE (170D)w BUILDING WIDTH SIZE€d,gl FASTENERS W/0 STRAP(EACH END)€c) UP TO 14' WIDE MAX. SPAN NJ€bj 1-2"X4"{f) 3'-0" 0 3-3"xD.131" NAILS 2-2"x4" 6'-0" 1 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. C. 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' TOP LINE ENGINEERING, LLC A- STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SIVII-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SINGLE FLAT 2"x4" HEADER WINDOWS* 3' WIDE OR LESS WALL STUDS L A-- -11__. —ram —... — 1x4" TYP. MINUM DOOR J EXTERIOR OPTIONAL WOOD FRAME DOOR CONSTRUCTION DETAIL EXTERIOR SHEATHING 12"02" OR 16"x4" BETWEEN WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) END WALL HEADER SCHEDULE (170D)€ei SIZE€d] MAX. SPAN NJ€bj FASTENERS W/O STRAP (EACH END)€cj 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. C. 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. 'NO -STRAP' HEADER DETAIL MAX. 8' SPAN SMITHBICT 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION ' m17`9'm cmmn MANUFACTURER SMITKIMT SHEDS BUILDING TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph EXPOSURE 0 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— O.1B IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 3OPSF OR 30016 POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 75/126PSF '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 Drawn By: MTB Date: 1 1-15-20 SCUIe: TUTS Model#: SBS—S-170D w Q `�� •••\\GENSE• LLI ` • : i NO. : Z ~ 64608 i STATE :'/'j % 0.. OF LLJ A; W Matth L C� id e Q F= Sheet: P R— 5 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED FASTENING SCHEDULE TABLE 2304.10.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION RWf • 1. Bloddng between wiling joists, rafters or trussesto top plate or other framing below 33d mmmon (212' x 0.131'); or3-1Od box (30 x 0.128a); of33' x 0.1310 nails; or3-3' 14 gage staples, 7I1W omxn Each end, oenal Madding between rafters or truss not at the wallop plate, to rafter ortluss 2-8d mmmon (212' x 0.131')23' x 0.131' nags23' 14 gaga staples Each end, toenail 2.16d mmmon (312' x 0.162')33' x 0.131' nails33' 14 gage staples Fad nail Flat bloddng to truss and web filer 16d cowman 312' x 0.162 ( 7(j6'o.a3'x0.131'nails Q6'o.a3'x 14 gage staples Q6'o.c Few nail 2. Calling joists to top plate 33d wronnon (212' x 0.131'7; or3-10d box (3' x 0.128'); or3-3' x 0.131' nails; or3-30 14 gage staples, 7/16' omen Each joist, toenail 3. Calling joist not attached to paragel rafter, lapsovw partitions (no thmst)(see Section 2301.2) 3.16d common (312' x 0.162'); or4-1Od box (3' x 0.128'); or43' x 0.131' nals; or43' 14 gage staples, 7116' crown Fam nod 4. Ceiling joist attached to parallel rafter (heel joint) (we Section 23012) Per Section 2301.2 Few nal S. Colter tie to rafter 3-10d mmmon (3' x 0.148*); or4.10d box (3'- 0.128*); or43' x 0.131' nails; or43' 14 gage staples, 7116' crown Few nal 6. Rafter or roof truss to top plate(See Section 23012) 3.10 mmmon (3' x 0.1487; or3-16d box (312' x 0.135"); or4-10d box (3' x 0.1286); or43• x 0.131 nails; w43' 14 gage staples, 7/16' crown Toenalc 7. Roof rafters to ridge valley or trip rafters; or roofrafter to 24nch ridge beam 2-16d common (312' x 0.162'} ot3-10d box (3' x 0.128wy, or3-30 x 0.131' nails; oY3.3' 14 gage staples, 7116' c own; or End nail 3-10d common (3' x 0.148 ), or4.16d box (312' x 0.135'); or4-10d box (3' x 0.128'); w43• x 0.131' nails; w4J' 14 gage staples, 7/16' woven I Toanal Wall B. SWd to stud (not at braced wail panels) 16d commo0(312' x 0.162'7; 24' o.c. fan nail 1Od box (3' x 0.128'7; or3' x 0.131' nails; or3-3' 14 gage staples, 7116'sown 16' o.c. few rwl 9. Stud to stud and abutting studs at intersecting waloomers (at braced wag panels) 16d common (312' x 0.162); or 16'... few nail 16d box (312' x 0.135*); or 12'... Face nail 3' x 0.131' nails; ar33' 14 gage staples, 7/16' 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, face nail 16d box (312' x 0.1351 12' o.a each edge, face nail 11. Continuous header W stud 4.8d common (2112' x 0.131"); or4-10d box (3' x 0.128') Toenail 12. Tap plate W top plate 16d common (312' x 0.162'); or 16' o.c. face nail 1Od box (3' x 0.128'7; or3' x 0.131' nails; cr3' 14 gage staples, 7116' crown 12' o.c. few nag 13. To late to to P P P Ploth. at end Join- 8-16d common (312' x 0.162 ); orl2-1 Od box (3' x 0.1288y; or123• x 0.131' nais; or123' 14 gage staples, 7116' crown Each side of end joint face wff(minimum 24' lap spice lengtheach side of end joint) 14. Bottum Plate W joist dm joist band joist or bloddng(mt at braced wall panels) 16d common (312' x 0.162); or 16' o.c, face nail 16d box (312' x 0.135a); or3' x 0.131' nails; or3' 14 gage staples, 7/16' crown few nag 15. Bottom plate to joist, rim joist band joist orbloddng at braced coal panels 2-16d common (312' x 0.162'); or3-1 Gal box (312' x 0.135•); or43' x 0.131' nails; or4-3* 14 gage staples, 7/16' crown 16' o.c. faw nag 16. Stud to top or bottom plate 43d common (212' x 0.131'); or4-1Od box (3' x 0.128'); or430 x 0.131' nails; or43' 14 gage staples, 7116' crown; or Toenail 2-16d common (312' x 0.162); or3-10d box (3' x 0.128"); ar33' x 0.131' nags; or33' 14 gage staples, 7116' crown End nail 17. Reserved 18. Top plates, laps at comers and intersections 2-16d common (31 W x 0.162'); or3-10d box (3' x 0.128'7; or3-3' x 0.1310 role; or33' 14 gage staples, 7116' crown Few nag 19. 1' brace W eadl stud and plate 23d common (2112' x 0.131a); o2-'10d box (3' x 0.128e); o23' x 0.131' nails; o23' 14 gage staples, 7/16' crown Face nail - 20.1' x W sheathing to eadi bearing 2-8d mmmon (212' x 0.131R); o2-10d box (3' x 0.128") Face nail 21. 1' x 8' and wider sheathing W each bearing 3.8d common (212' x 0.131�); or3-1Od box (3• x 0.1280) Face nail Floor 22. Joist to sill, fop plate, or girder 3-8d common (212' x 0.131*); or flwr3.lOd box (3• x 0.1281); or3-3' x 0.131' nails; or33' 14 gage staples, 7/16' coven Toenail 23. Rim joist, band joist or bloddng to top plate, sill or other framing below 8d common (212' x 0.131'); artOd box (3' x 0.128 ): arJ' x 0.131' nails; or3' 14 gage staples, 7/16' crown 6' o.c., toenail 24. 1' x 6' subfloor or less to each joist 23d common (212' x 0.131'); o2.10d box (3' x 0.128'7 Few nal 25. 2'subfloor to joist or girder 2-16d mmmon (312' x 0.162ff) Face nail 26. 2' planks (plank & beam -fluor & roof) 2-16d mmmon (312" x 0.162) Each bearing, face real 27. Built-up girders and beams, 2' lumber layers 20d common (4' x 0.192") 32' a.o, face nag at top and bottamstaggered on opposite sides 10d box (3' x 0.1288); or3' x 0.131' nails; or3' 14 gage staples, 7116' crmvn 24' o.c. few nail at EDP and bottomstaggered on apposite sides And:2-20d common (4' x 0.192'); ar3-10d box (3' x 0.128"); or3-3' x 0.131' nails; ar33' 14 gage staples, 7116' crown Ends and at each spriice, face nail 28. Ledger ship supporting joists or rafters 3-16d mmmon (312' x 0.162"); or4-10d box (3' x 0.1288); or43' x 0.131' naffs; or43. 14 gage staples, 7/16' crown Each joist or rafter, face nal 29. Joist to band joist or rim joist 3-16d mmmon (312' x 0.162'); or4.1Od box (3' x 0.1284); or43' x 0.131' mails; or43' 14 gage staples, 7116' crown End mall 30. Bridging or blocidng W joist rafter or truss 23d common (212" x 0.131D; o2-1Od box (3' x 0.1280); o23' x 0.131' naffs; o2-3' 14 gage staples, 7/16' cn-n Each end, toenail Wood structural panels (WSP), subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to haminga Edgesonches) Intermediate supporteenches) 31. 3/8'-12' 6d common or deformed (2' x 0.1130) (subfloor and wall) 6 12 8d common or deformed (212' x 0.131')(roof) or RSRS-01 (23/8' x 0.113') nail(roof)d 6 12 23/8' x 0.113' nail (-bBmr and wall) 6 12 1314' 16 gage staple, 7/16' crown(subflow and well, 4 B 2318' x 0.113' nail (nlof) 4 8 1314. 16 gaga staple, 7/16' crown (roof) 3 16 32. 19132'- 3/4' 8d common (212' x 0.131'); or6d deformed (2' x 0.1131)(subfiwr-dwell) 6 112 8d mmmon or deforrned (2112' x 0.131')(rmo or RSRS-01 (2a/6' x 0.113') nail(roof)4 16 112 23W x 0.113' nail; o2' 16 gage staple, 7/16' crown 14 18 33. 718' -1114' 10d common (3' x 0.148 ); or8d deformed (212' x 0.131') 16 112 Other exteriorwall sheathing 34. 12' fiberboard sheathbgb 112' galvanized roofing nail(7/16' hmtl diameter); oA 1W 16 gage staple with 7116• or 1' crown 13 16 35. 25132' fiberboard sheathingb 13/4' galvanized roofing nail(7/16' diameter head); or112' 16 gage staple with 7/16'or 1' crown 13 16 Wood structural panels, combinaflon subflwr undedaymerd W framing 36. 3/4' and less Bd common (212' x 0.131'); or6d deformed (2' x 0.113') 16 12 37. 7/8' -1' Bd common (212' x 0.1310); or8d deformed (2112' x OA31') 16 112 38. 1118' -1114' 10d common (3' x 0.148*); or8d deformed (212' x 0.131') 16 112 Panel siding to framing 39. 12' or less 6d mrrosionHesistant siding(17/W x 0.106w); or6d mrrosiontesist m ossi g (2' x 0.0991) 6 112 40. SW 18d corrosion -resistant siding(23/8' x 0.1280); or8d corrosion -resistant msing(212' x 0.113w) 16 112 Intedorpanefing 41. 114' 14d -sing (112' x 0.08(r); cr4d finish (112' x 0.072ff) 6 12 42. 3/8' 6d -sing (2' x 0.0990); 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 Al 435 - 6-509%1.5" 4-SD9X1.5" HIIZ 750 - 6-SD10X2.5" 6-SD10%2.5" H2A 495 5-SD9%1.5" 5-5D9X1.5" 2-SD9X1.5" H2.5A 540 - 5-SD9%1.5" 5-SD9X1.5" H2.5 410 5-5D9%1.5" 5-SD9X1.5" - H2.5T 545 5-SD9%1.5" 5-SD9X1.5" - H2A 495 7-5D9%1.5" 5-SD9X1.5' - H3 320 4-SD9X1.5" 4-SD9X1.5" - RAFTER 114 280 4-SD9X1.5" 4-SD9%1.5" - H5 415 4-SD9X 1.5" 4-SD9%1.5" - LTS-12 895 6-SD9%1.5" 6-SD9%1.5" - LTS-16 1075 6-SD9XI.5" 5-SD9%1.5' - LTS-18 1235 6-SD9%1.5" 6-SD9X1.5' - LTS-20 1215 6-SD9X1.5" 6-SD9X1.5" - MTS-12 895 7-SD9%1.5" 7-SD9%1.5" - MTS-16 1075 7-SDB%1.5" 7-SD9X1.5" - MTS-18 1255 7-5D9X1.5" 7-SD9X1.5" - MTS-20 1255 7-SD9X1.5" 7-SD9X1.5" - PART#/DESC. UPLIFT COLUMN FASTENER RAFTER FASTENER A21 - 2-SD9Xl.5" 2-SD9X1.5" PORCH A23 - 4-SD9%1.5" 4-SD9X1.5" A33 - 4-SD9X1.5" 4-SD9%1.5" WALL TO PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER FLOORIA} LSTA-18 1,235 7-SD9X 1.5" 7-SD9X1.5" PART}//DESC. UPLIFT WALL FASTENER FLOOR FASTENER TIE -DOWNS 20GA. 1}" WIDE 4,725 7-SD9X1.5" 5/8"X 30" ANCHORI 4,300 A. ONLY NEEDED ON ALUMINUM SHEATHING WALLS. B. HEADERS OVER 5' SPAN. RAFTER(B} STRAP & FASTENER SCHEDULE JAI RT#/DESC. UPLIFT WALL FASTENER RAFTER FASTENER PLATE FASTENER HI 400 - 6-80X1/5" 4-8D H11Z 750 - 6-16DX2.5" 6-16D%2.5" 112A 495 5-8DX1.5' 5-8DX1.5" 2-80X1.5" H2.5A 535 - 5-8D 5-81) H2.5 410 5-8D 5-8D - H2.5T 545 5-8D 5-8D - H2A 495 7-SDXI.5' 5-BDX1.5" - H3 320 4-81) 4-8D - H4 235 4-13D 4-81) - H5 265 4-81) 4-8D - LTS-12 620 6-10DX1.5" 6-10DX1.5" - LTS-16 620 6-10DX1.5" 6-10DXI.5" - LTS-18 620 6-10DXI.5" 6-10DX1.5" - LTS-20 620 6-10DX1.5" 6-10DX1.5- - MTS-12 860 7-10DX1.5"- MTS-16 860 7-1 ODX 1.5" 7-10D%1.5" - MTS-18 860 7-10D%1.5" 7-10D%1.5" - MTS-20 860 7-1 OD%1.5" 7-10OX1.5" - A21 245 2-10D%1.5" 2-10DX1.5" PORCH A23 585 4-10DX1.5" 4-IODX1.5" A33 750 4-IOD 4-10D WALL TO PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER FLOOR(C} LSTA-18 1,110 7-IOD 7-10D PART#/DESC. UPLIFT STUD FASTENER EADER FASTENER HEADERIDI TP-35 N/R 5-3'% 0.131' 5-3'X 0.131' HP40,41,80,81 4,725 5-3•X 0.131' 5-3'X 0.131' PART jj/DESC. UPLIFT WALL FASTENER FLOOR FASTENER TIE -DOWNS 20GA. 11. WIDE 4.725 7-10DX1.5' 5/8'X 30' ANCHOR 4_lnfl I_ U. RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24- O.C. & CAN BE EVERY OTHER FOR 16" O.C. BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS. C. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS. 0. HEADERS OVER 6' SPAN. ZTOP LINE ENGINEERING. LLC 5T0.L'CTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 I l IM INDUSTRIES, INC. 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION ;3f7 M 'a' `"1Ow'' -•-'a MANUFACTURER SMITHIBRT SHEDS BUILDING TYPE R6IU RED BUILDING D LAWN STORAGE CONSTRUCTION TYPE v-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED v-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 75/126PSF •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 Drown By: MTB Lu Date: 11-15-20 _z Scale: NTS _J Model$: SBS-S-170D LLJ Eve... T.:, eq \G EN SF \ • / N 0. L7LILI 64608 _J * • * � �W -)3 STATE :�41J U � F�0R10Pcn z Matthew T. BalclWin lJ_ Florida Lice cn 0 F 7 Q LI_Sheet. 2U20-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED 50'-0" MAXIMUM BUILDING ELECTRICAL SYMBOL KEY RECEPTACLE Q240 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY R SWITCH CEILING MOUNT LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE JUNCTION BOX ELECTRICAL NOTES: WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL / NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT O I \ LD O \ ~ SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING \ (n W / \I OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE � R WP z 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). SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING <. TOP LINE ENGINEERING, LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 INDUSTRIES, INC. 1061 U.S. 92 ABURNDALE, FL 33823 PHONE NUMBER: (863) 665-3767 FAX NUMBER: (863) 665-0159 CODE VERSION po17`M-..— -- MANUFACTURER SUMILT SHEDS BUILDING TYPE KANUFACTUREDBUILDING RESID LA STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UOLrrY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 30PSF OR 3001b POINT LOW 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.Fr. OR LESS REVISIONS W Drown By. MTB Z Date: 11-15-20 Scale: NTS Q Model#: SBS—S-170D w � ��11111111//� •.��CENSF.• NO, : Z 64608 J STATE Q i ��'•. OF U �i �'• FLORIDP ONAL W Film.LJ D e Sheet: FBPR-7 OF 7 2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED