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HomeMy WebLinkAboutPlanID_37371_TSR7-1015S 160 MPH-20-ef8a653d MANUFACTURED STORAGE SHED �T' TOPS LINE TRUCTURAL ENGINEERING, C FOR SHEDS UP TO 1 0'X1 5' FOOTPRINT AND UP TO 7' WALL HEIGHT ��, STRUCTURAL ENGINEERS William E. Neary, III ROOF PITCH BETWEEN 2: 12 AND 6: 12 SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SHEET INDEX DESIGN REQUIREMENTS GENERAL NOTES BUILDING CODE 2020 FBC, 7TH EDITION 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE ELECTRICAL CODE 2017 NEC, NFPA 70 GOVERNED BY LOCAL JURISDICTION. SHEET 1 - GENERAL DESIGN REQUIREMENTS BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY MANUFACTURER TUFF SHED INC. 3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, SHEET 2 - FLOOR DESIGN AGENCY TOP LINE ENGINEERING, LLC R402.1. AGENCY PLAN NUMBER TSR7-1015S 4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS SHEET 3 -WALL DESIGN CONSTRUCTION TYPE V-B TO MEET CODE. FIRE PROTECTION B 5. ALL LUMBER FOR CONSTRUCTION WILL BE#2 SPF EXCEPT AS NOTED. SHEET 4 - ROOF DESIGN FIRE SUPPRESSION SYSTEM NO 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING OCCUPANCY UTILITY JURISDICTION AND PERMITTING REQUIREMENTS. NUMBER OF OCCUPANTS 0 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER ALLOWABLE#OF STORIES 0 THE APPROVED PLANS AND THE FLORIDA BUILDING CODE. WIND VELOCITY 160 MPH EXPOSURE C 8.IN ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THAT ARE NOT FIRE RATING OF EXTERIOR WALLS 0 DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 FLOOR LIVE LOAD 55 PSF SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE FLOOR DEAD LOAD 10 PSF MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE". SHED MANUFACTURER SHALL HAVE A LIST OF ALL REQUIRED ROOF LIVE LOAD 30 PSF 9.IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION (10.) BUILDINGS THAT ARE PRODUCTS THAT NEED FLORIDA STATE APPROVAL AVAILABLE FOR ROOF DEAD LOAD 10 PSF 400 SQ-FT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION 3RD PARTY INSPECTOR AND REVIEW BY E.O.R. FOR COMPLIANCE "R" RATING OF FLOOR, WALL, AND ROOF R-0, R-0, R-0 WITH ONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE WITH WIND LOADS. MODULES PER BUILDING 1 DOOR HEIGHT AND WIDTH REQUIREMENTS OF THIS CODE. STRUCTURES SQUARE FOOTAGE 150 FT2 400 SQ-FT OR MORE SHALL HAVE AN 80" MINIMUM DOOR. APPROVED FOR HURRICANE PROTECTION USAGE NO 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D, LAWN STORAGE DESIGNED FOR HURRICANE PUBLIC SHELTER NO BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF NOT APPROVED FOR HVHZ THE DEPARTMENT ARE NOT SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF ENCLOSURE: ENCLOSED THE 2020 FBC 7TH EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF RISK CATEGORY: 1 WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF IMPORTANCE FACTOR: 1.00 THE EXISTING BREAKS/BENDS IN THE STRAP. COMPONENT AND CLADDING: ROOF: -31/+19 PSF (ZONE 1) 12. AS PER FBC SECTION 1626.1EXCEPTION (F): STORAGE SHEDS THAT ARE WIND PRESSURE (PSF) (ASD VALUES) -53/+19 PSF (ZONE 2) NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA (BASED ON 10 SQ FT) -79/+19 PSF (ZONE 3) OF LESS THAN 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS ***Please note:Any questions regarding local permitting should be directed to the Manufacturer. WALL: -36/+34 PSF (ZONE 4) CODE. The Manufacturer's contact information can be found in the title block of the plans. -45/+34 PSF (ZONE 5) INTERNAL PRESSURE COEFFICIENT: +/-0.18 MODULES PER BUILDING: 1 Drawn By: PK TITLE DRAWING NO. TUFF SHED -TAMPA THESE DRAWINGS AND THE TUFF SHED INC. TUFF SHED 512 J ETTON ST. DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ` .. Date: 11/10/2020 TSR7- 1015S OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a ?' Ss'�s'� SHEET INDEX TAMPA, FL 33619 DRAWINGS ARE FORA Digital Signature. No 76W5 Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS, P.E. Printed copies of this document are not considered g g g REV. LEVEL 00 NOA& FL APPROVAL AND BUILT BY TUFF SHED. g g �.oi TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM signed and sealed and the signature must be STATE OF verified on any electronic copies. i 9••., •@ SHEET ANY OTHER USE IS ///a�'`<ORIOP•'.`� DESIGN REQUIREMENTS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET SHED AND THE ENGINEER OF DENVER, COLORADO 80210 PAGE 1 OF 4 RECORD (303)753-8833 EXT. 96315 2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED 14 DEC 2020 MAX 15'-0" LONG 0T_ TOP LINE ENGINEERING,LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 NOT APPROVED FOR HVHZ TREATED 2X6 FLAT SKID, TYP wp P.T. 2X6 (NOT STRUCTURAL- 3: 24" O.C. MAXFOR SHIPPING 0 o PURPOSES ONLY) o 7'-0" X Q 10'-0" MAX (2)TREATED 2X6 BLOCK ABOVE SKIDS AT EACH EACH 2'-0" BLOCK MUST BE END, TYP INSTALLED WITH (2) ROWS OF 10d NAILS @ 3" O.C. ANGLE BRACKET TO BE q SITE INSTALLED WITH N TYPICAL ANCHOR TREATED 3/4"T&G FLOOR DECKING ATTACHED ATTACH ALL FLOOR WALL ASSEMBLY WITH .113"X 2 3/8" JOISTS TO RIM JOISTS TREATED 2X6 BLOCKS HOT DIPPED GALVANIZED WITH (3) .113"X 3" HOT AT 4 CORNERS ATTACHED RING SHANK NAILS AT DIPPED GALVANIZED WITH (6) .113"X 3" HOT FLOOR ASSEMBLY 6" O.C. ON THE EDGE AND RING SHANK NAILS DIPPED GALVANIZED 12" O.C. IN THE FIELD RING SHANK NAILS O WOOD SHED BASE DETAIL (:�) BRACKET DETAIL SCALE:N.T.S. SCALE: N.T.S. Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE ��p�t1101t°tf�n/, Y TUFF SHED - TAMPA TUFF SHED,INC. This item has been electronicallysigned and sealed TUFF SHE D DESIGN ARE THE PROPERTY by Richard Wills,PE.On the date shown using a Date: 11/10/2020 TSR7- 1015S 512 JETTON ST. of TUFF SHED,INC. THESE ENGINEERING DEPARTMENT DRAWINGS ARE FOR Digital Signature. FLOOR FRAMING PLAN TAMPA FL 33619 g g -*; "°' es s ezz Stora Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARDJ. WILLS P.E. Printed copies of this document are not considered s I g g g FLOOR SHEATHING & NAILING REV. LEVEL 00 signed and sealed and the signature must be TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. @ verified on an electronic copies. 9.. STATE OF .Q RWILLS TUFFSHED.COM y ///�iP'•�<ORIOP;����� SHEET n ANY OTHER USE IS 1777 S.HARRISON STREET L FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF DENVER,COLORADO 80210 PAGE 2 OF 4 RECORD (303)753-8833 EXT. 96315 14 DEC 2020 2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C. 1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES WALL FRAMING NAILING - REFERENCE FBC 7TH EDITION (2020)TABLE 2324.1: _T<t<�t TOP LINE ENGINEERING,LLC -- DOUBLE TOP PLATE STRUCTURAL ENGINEERS RS CRIPPLES IF REQ. DOUBLE TOP PLATE 1. TOP OR SOLE PLATE TO STUD, END NAIL: (2) 16d NAILS ( ) _------ CRIPPLES (IF REQ.) 2. TOP PLATE TO TOP PLATE: 16d NAILS AT 16"OC William E. Neary, III 3. TOP PLATES, WHEN LAPPED AT CORNERS: (2) 16d NAILS HEADER HEADER 4. SOLE PLATE TO FLOOR: 16d NAILS AT 16"OC SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace KING STUD KING STUD SHEAR WALL NAILING NOTES: Gotha, Florida 34734 2x4 WINDOW SILL TRIMMER 1. FOR 3/8"SMARTSIDE OR 7/16" OSB, USE 8d (0.131"O X 2 Y2") COMMON NAILS BASE PLATE 1.1. NAILING: EDGE -@ 3"O.C. FIELD -@ 6"O.C. 2.2 1. THERMO-PLY BLUE,NAILING: EDGE AND FIELD @ 3I OC AILS (MIN. 0.120"O X 1)/4"WITH A%" HEAD) NOT APPROVED FOR HVHZ FLOOR DECKING BASE PLATE 3. NO SINGLE OPENING GREATER THAN 4'-0" --- FLOOR DECKING 4. 10'WIDE X 10'-15' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE SIDE WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. WINDOW FRAMING DETAIL O DOOR FRAMING DETAIL SCALE: N.T.S. SCALE'. N.T.S. 12 4 MIN Q8 MAX DOOR/WINDOW HEADER SCHEDULE WALLS A AND C (END WALLS) OPTIONAL 4'WIDE PTIONA TYP WALL SHEATHING OPTIONS: OPENINGS UP TO T-0" USE (2)2x4 SPF#2 WINDOW MAX 2020 3/8"SMARTSIDE P TO 3'WID DOOR IWINDOVI 3/8"SMARTSIDE WITH FOIL BACKER 7/16"OSB THERMO-PLY RED WALLS B AND D (SIDEWALLS HEO- ) NOTE: OPENINGS UP TO 4'-0" USE (2)2x4 SPF#2 FLOOD VENTS DOOR CENTERED ON WALLS UP (IF APPLICABLE) TO 10'-0"LONG. 12'TO 15'LONG WALL CAN HAVE OPTIONAL 2'X2' 10'-0" _ 1U-0"TO 15-0" WINDOW NEXT TO DOOR. I WALL A ELEVATION WALL B ELEVATION SCALE:3/16"=1'-0" SCALE:3/16"=1'-O" FLOOD VENT INFORMATION STUDS 12 (IF APPLICABLE): SHEATHING 4 MIN Q8 MAX SMART VENT PRODUCTS INC, FLOOD VENTS I I FLORIDA BUILDING APPROVAL#FL5822-R7. I I I III PROPOSED SHED VENT OPENING BETWEEN 2 VENT MINIMUM III III WALL STUDS.VENT OPTIONAL SIZE (SQ. FT.)WINDOW REQUIREMENT ADEQUATE III III SECURED TO SHEATHING P TO 3'WID 100 FOR UP TO 400 SQ. FT. PER 120 MANUFACTURER/STATE AS PER MANUFACTURER'S 150 APPROVAL III INSTRUCTIONS FLOOD VENTS IF IN FLOOD ZONE, USE PRESSURE TREATED (IF APPLICABLE) I FRAMING BASE PLATE 10'-0" 10'-0"TO 15'-0" WALL C ELEVATION WALL D ELEVATION (4) VENT DETAIL SCALE:N.T.S. SCALE:3/16"=1'-0" SCALE:3/16"=1'-0" Drawn By: PK TITLE DRAWING NO. TUFF SHED - TAMPA THESE DRAWINGS AND THE TUFF SHED INC. TUFF SHE D 512 �ETTON ST. DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ``�� �GNPR�W!<�s��i/' Date: 11/10/2020 TSR7- 1015S OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a _ s •. WALL FRAMING TAMPA, FL33619 DRAWINGS ARE FORA Digital Signature. N..76835 Storage Buildings & GaragesScale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Printed copies of this document are not considered g g ELEVATIONS REV. LEVEL 00 AND BUILT BY TUFF SHED. signed and sealed and the signature must be ANY OTHER a; TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM STATE of SHEET USE IS verified on any electronic copies. %90 .,�4 o R I HEADER DETAILS FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET �i�Fs�•..._...•NG��`�O SHED AND THE ENGINEER OF DENVER,COLORADO 80210 //Jill I tm" VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT. 96315 14 DEC 2020 2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED TOE NAIL WITH(3) 3X4 20 GA PLATES TRUSS NOTES: 16d NAILS,(2)ONE 5-0" FBC, 7TH EDITION (2020) SIDE, 1 OTHER 1 EACH SIDE ( ) ANSI/TPI 1-DITIA<�&T�QPLIINE ENGINEERING,LLC SIDE 12 TRUSSES TO BE SPACED @ 24"OC STUCTURAL ENGINEERS RAFTER 2 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR William E. Neary, III �6 MAX GRADE#2 OR BETTER SMP-51, SMI-79, ICC 5185040 PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. 10649 Oakview Pointe Terrace e 1 10'-0" Gotha, Florida 34734 REP MEMBER INCREASE: YES SIMPSON H2.5A "' LUMBER D.O.L.: 1.15 HURRICANE TIE AT EACH c1l 10'SPAN END OF TRUSS, INSTALL PER REACTIONS: MANUFACTURER'S SPECIFICATIONS MAX. VERTICAL:400 LBS. WIND: MAX. UPLIFT: -395 LBS. ASCE 7-16, 160 mph, Exposure C, D.O.L.=1.60 WALL TOP PLATES MAX. DEFLECTION: SIDING VERT LL-0.06 IN VERT TL-0.08 IN NOT APPROVED FOR HVHZ STUDS COMMON TRUSS O 15'-0" MAX TRUSS TO WALL 1 CONNECTION DETAIL SCALE: N.T.S. I I TRUSSES I ROOF SHEATHING ROOF SHEATHING I 2'-0" 4" OC M I -7/16"OSB -7/16"OSB I -7/16" OSB WITH FOIL ALL FASTENERS FBC 1517.5 -7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5 - 19/32"CDX PLYWOOD - 19/32" CDX PLYWOOD W I CLASS 'A'SHINGLES ROOF UNDERLAYMENT METAL ROOF ROOF UNDERLAYMENT O I NAIL WITH TINCAPS NAIL WITH TINCAPS a C-nj RIDGE I o LINE w —0- 0 I HORIZONTAL PANEL HORIZONTAL PANEL I U I EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING DRIP EDGE I REFERENCE NAILING NOTES REFERENCE NAILING NOTES BELOW BELOW 3 ROOF ASSEMBLY DETAIL 4 O ROOF ASSEMBLY SCALE N.T.S O DETAIL FOR METAL — J SCALE: N.T.S. ROOF SHEATHING NAILING NOTES: WALL TOP PLATE ROOF FRAMING PLAN 1. USE 0.113"0 X 2%" HOT DIPPED GALVANIZED RING SHANK NAILS SCALE:3'8"-'`°° 2. NAILING: EDGE -@ 4"O.C. ROOF SLOPE VARIES FROM 2/12 TO 6/12 FIELD -@ 6" O.C. Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE y: TUFF SHED -TAMPA DESIGN ARE THE PROPERTY TUFF SHED,INC. This item has been electronically signed and sealed ���`P�GNARDtW�������// TUFF SHE D TSR7- 1015S 512 J ETTON ST. OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT b Richard Wills,PE.On the date shown using aE IV Date: 11/10/2020 TRUSS DETAIL Digital Signature. TAMPA, FL 33619 DRAWINGS ARE FOR A N..76sas =_ Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J. WILLS,P.E. Printed copies of this document are not considered = * *= g g g ROOF FRAMING PLAN REV. LEVEL 00 AND BUILT BY TUFF SHED. signed and sealed and the signature must be � ` + RWILLS TUFFSHED.COM STATE OF TUFF SHED, MFG. FACILITIES � verified on any electronic copies. 9�., 'Q- TRUSS ATTACHMENT SHEET ^ ANY OTHER USE IS %o� (Oaio?;.•F� L.` FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET �ii�Ss� f DENVER,COLORADO 80210 ��������u..1,10 SHED AND THE ENGINEER OF ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT. 96315 14 DEC 2020 2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED