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Home My WebLink AboutPRODUCT APPROVAL114" OVERALL HEIGHT 84" SIDEWALL A A EAVE ELEVATION w/o DOOR j SCALE: 3/8" = V-0" 114" OVERALI HEIGHT Y O O DO Q CO 06 rn Q O S U Q u� Z w w t1] Z a rn 2 0 i� 1 To Anch Into 84" SIDEWALL Ir 144" F EAVE ELEVATION with DOOR j SCALE: 3/8'= 1'-0" GENERAL NOTES: 1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY, NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER 2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. 3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION O4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2014 FLORIDA BUILDING CODE 5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE FOLLOWING APPLIES: 1) USE EDGE CLIPS IF LOWER PANEL IS OVER 12 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 12 INCHES WIDE FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/ (4) 1-1/4" ROOFING NAILS *** NOT INCLUDED WITH KIT *** — 7/16" OSB Roof Panels 31.. 19/32" x 3 Gable Trim 2x6SPF Overhang Metal Corner Trim 4/4 x 3" Horizontal Door Rail 4/4 x 3" Vertical Door Style �— Black T -Handle 4/4 x 3" Vertical Door Trim — 3/8" thick 8" o.c. SmartSide — Treated Wood Floor OPTIONAL j� 146-11-6 .' BOARD (TYP) ... 11010111110 iECURE BOND @ Roof DRNERS w/ (3) 16d Line ING SHANK NAILS I 14 1 u 24 O. & SHEAR CUPS NOT REQ. I 1 1 1 I 1 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG 2 x 4 SPF Top Plate 1 1 1 i I I TYP I 2 X 4 SPF BOTTOM PLATE I 1 I 2' RING SHANK NAILS EVERY 3' I ANGLED INTO FLOOR I I 3/8" OSB or EZ PANEL Gusse� I SEE 11 4 X 4 P.T. RUNNERS 1 GLUED & NAILED WITH IN1001 TOE NAIL FLOOR JOIST I SIMPSON #HD5B CONNECTOR 1 (14) 4d 1-1/2" RING SHANK ILS 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 5/8" WEDGE ANCHOR BOLT 72" O.C. 5" LONG ,1 71" I I I 21 (...or other approved fastener...) I 2 x 6 2 X 4 SPF STUD p, 24' O.C. ( AND LOWER ROOF PANELS. 1 I OVER SECURE JOIST TO BOND BOARD ( *** USE SIDING CUT-OFF AS *** I FOR LEVELING WHEN NECESSARY B GABLE ELEVATION with DOOR j SCALE: 3/8" = V -O" FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/ (4) 1-1/4" ROOFING NAILS *** NOT INCLUDED WITH KIT *** 7/16" OSB Roof I 19/32" x 3 Gable 2x6SPF Overhang Metal Corner Trir 4/4 x 3" Horizontal Do 4/4 x 3" Vertical Door Black T -Handle — 4/4 x 3" Vertical Doo — 3/8" thick 8" D.C. Sn Treated Wood Floor OPTIONAL 2 x 4 P.T. JOISTS @ 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16d RING SHANK NAILS @ EACH JOIST 2 x 4 P.T. BOND 146-11-6 .' BOARD (TYP) ... I I iECURE BOND @ Roof DRNERS w/ (3) 16d Line ING SHANK NAILS I " OSB OR CDX TREATED PLYWOOD ... SECURE FLOOR DECKING TO .00R JOISTS w/ 8d RING HANK NAILS @ 6" OC @ EDGES & 12" OC @ FERMEDIATE SUPPORTS x 4 P.T. RUNNERS ;TYP) ... TOE NAIL FLOOR JOIST TO IUNNER w/ (2) 16d ING SHANK NAILS @ EACH JOIST / RUNNER INTERSECTION SEE FLOOR FOOTING DEATIL WOOD FLOOR FRAMING j SCALE: 3/8" = 1'-0" 14 4" 120" GABLE ELEVATION w/o DOOR j SCALE: 3/8" = 1'-0" Doorpane & trim — 24" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS Q RAFTER SECTION j SCALE: 1" = V-0" 0 n c i , Secure door hinge board from nside usingth (6) 1" c'sink screws. Typical bo sides of doors. Shed panel Mount door hinge board using (3) 3" c'sink screws into framing. Typical both sides of doors. P DOOR INSTALL j SCALE: 3/8" = 1'-0" 2 x 4 Built Up Header —� 2 x 4 "ling" Stud 2 x 4 "Jack" Stud MATERIAL NOTES: - ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. - ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF APA SPECIFICATIONS. - ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET THE APPLICABLE CODES. - ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES - 7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0 - 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0 SECURE ROOF DECKING W/8d RING SHANK NAILS I II I 5/8' OSB or CDX TREATED PLYWOOD 4 I I 248' 10 I I I I ( I I 11 I I I I 2 x 4 SPF Rafter 1 1 14 1 u 24 O. & SHEAR CUPS NOT REQ. I 1 1 1 I 1 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG 2 x 4 SPF Top Plate 1 1 1 i I I TYP I 2 X 4 SPF BOTTOM PLATE I 1 I 2' RING SHANK NAILS EVERY 3' I ANGLED INTO FLOOR I I 3/8" OSB or EZ PANEL Gusse� I Stud to Top Plate with 1 11 4 X 4 P.T. RUNNERS 1 GLUED & NAILED WITH I TOE NAIL FLOOR JOIST I SIMPSON #HD5B CONNECTOR 1 (14) 4d 1-1/2" RING SHANK ILS 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 5/8" WEDGE ANCHOR BOLT 72" O.C. 5" LONG ,1 71" I I I 21 (...or other approved fastener...) I 2 x 6 2 X 4 SPF STUD p, 24' O.C. ( AND LOWER ROOF PANELS. 1 I OVER I 5/8' OSB or CDX TREATED PLYWOOD 4 81'x" 4 I 1 1 I 10 2 x 4 COLLAR TIE SECURE COLLAR TIES ' T RAFTERS W/4 -16d RING SHANK t I NAILS (2 NAILS EACH RAFTER) 1 1 1 @ INTERMEDIATE SUPPORTS. I I I I (FOR SHEARWALL VALUE) 1 7/16" OSB ROOF PANEL 1 1 I 1 I SECURE FLOOR DECKING & SHEAR CUPS NOT REQ. 2 X 4 SPF STUD @ 24'0.C. EXCEPT @ OPENINGS 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG IP NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE 10' WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 120" 1204" Siding 133j 6" Roof Line m ROOF FRAMING j SCALE: 3/8" = 1'-0" 1444 *** Gable Rafter *** Flush To Wall Siding 248" 24" 248" Simpson H2.5A Rafter to Stud w/ *** Gable Rafter *** (10) 8d 1-1/2" Galy. Joist Nails Flush To Wall Siding H2.5A 2x4 SPF Collar 201„ T7ie 32' 2 6" 48" 96" Side Dblr Wall Dblr 1712"12 - 111 2 782" 31" 24" 201.. 2 Typ. 2 ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR " DETAILS BELOW 9212" 41„ 2 A 114" 2 921" 2 11 11 96" T.P. 9.. 67" Header Simpson LSTA9 Stud to Top Plate with (8) Bid Galy. 1-1/2" Joist Notes Simpson SP4 w/ 6-Bd 1-1/2'G aly. Joist Nails Or Equiv. For up To 735# Uplift 68" Jack Stud 3/8" OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1-1/2" Ring Shank Nails 2 x 4 Gable Connector * Used As A Nailing Surface For Gable Panels 1 -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter 1 211 2 x 4 SPF Top Plate T.P. &Doublers 1211,f- 16" 16" -7' 12" 28" 64" 28" 120" EAVE SIDE FRAMING w/o DOOR GABLE FRAMING with DOOR j SCALE: 3/8"= 1'-0" j SCALE: 3/8" = 1'-0" 1444" 248" 24" 248" Simpson H2.5A Rafter to Stud w/ (10) 8d 1-1/2" Galy. Joist Nails 48" ° H2.5A CD CD 0� — 2x4 SPF _ — collar Z 0 96" T;e 48" co F -.-o a 31 238" 0 Dblr Dblr cD 2 _ Side 584" T.P. L784.P. * 2U. Wall Dblr 31" _ 2 31" 2 96" 24" 921„ T.P. T.P. 201„ Dblr 2 Dblr 781" Stud 24" TYP 24" 24" 96" 8 8 1 120" "OPTIONAL" ROLL -UP DOOR FRAMING rH1 EAVE SIDE FRAMING with DOOR J GABLE FRAMING with DOOR SCALE: 3/8" = 1'-0" j SCALE: 3/8'= 1'-0' 1 SCALE: 3/8° = 1'-0° 5/8' OSB or CDX TREATED PLYWOOD 4 81'x" 4 8 10 FLOOR DECK @ INTERMEDIATE SUPPORTS. NOTE: (FOR SHEARWALL VALUE) EZ PANEL USED FOR UPLIFT SECURE FLOOR DECKING & SHEAR CUPS NOT REQ. 2 X 4 SPF STUD @ 24'0.C. EXCEPT @ OPENINGS 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG I I 32' I I I NOTE; 2. ALL HORZ. JOINTS SHALL OCCUR OVER SHEATHING GRADE 3/8' EZ PANEL 2 X 4 SPF BOTTOM PLATE W/8d RING SHANK NAILS I I Simpson LSTA9 2' RING SHANK NAILS EVERY 3' NAILED W/8d RING SHANK NAILS @ 6' D.C. ON ALL SEAMS &TOP & ANGLED INTO FLOOR @ 6' O.C. @ EDGES & 12" O.C. & SHEAR CUPS NOT REQ. Stud to Top Plate with 1 BOTTOM EDGE FOP & BOTTOM OF OPENINGS) & 12' D.C. 4 X 4 P.T. RUNNERS @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS TOE NAIL FLOOR JOIST (8) 8d Galy. 1-1/2' Joist Notes 1 SIMPSON #HD5B CONNECTOR TO RUNNERS W/2 -12d RING 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 5/8" WEDGE ANCHOR BOLT 72" O.C. 5" LONG @ SIDE BY SIDE 71" I I I 21 (...or other approved fastener...) 75" 2 X 4 SPF STUD p, 24' O.C. ORIGINAL DOOR OPENING AND LOWER ROOF PANELS. 2 X 4 SPF BOT rDm PLATE V CONCRETE OF SUFFICIENT CAPACITY TO RESIST THE SECURE JOIST TO BOND BOARD ( *** USE SIDING CUT-OFF AS *** I FOR LEVELING WHEN NECESSARY W/2 -16d RING SHANK NAILS ANY DEVIATION AND MODIFICATION HEADER FILLER MATERIAL I I 2" NAILS EVERY 3° 6X6 10/10 WIRE MESI ANGLED INTO FLOOR /10 WIRE M @ EACH JOIST 4. WHERE WINDOWS & DOORS INTERUPT I I ( Simpson SP4 5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL PLYWOOD SHEATHING, FRAMING ANCHORS 1/2X 2-1/2' LAG SCREW INTO FLOOR JOIST ( w/"d 1-11T Galv. Joist Nails I BE TREATED FOR TERMITES PRIOR TO BUILDING W/ 2'X2'Xt/8' FENDER WASHER 4° COMPACTED I Or Equiv. For Up To 735# Upi"dt 1 INSTALLATION. 8" Min. SAND OR GRAVEL 2 x 4 P.T. BOND BOARD SEE NOTE 4 205.. 784° 205.. 114" 2 921" 2 11 11 96" T.P. 9.. 67" Header Simpson LSTA9 Stud to Top Plate with (8) Bid Galy. 1-1/2" Joist Notes Simpson SP4 w/ 6-Bd 1-1/2'G aly. Joist Nails Or Equiv. For up To 735# Uplift 68" Jack Stud 3/8" OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1-1/2" Ring Shank Nails 2 x 4 Gable Connector * Used As A Nailing Surface For Gable Panels 1 -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter 1 211 2 x 4 SPF Top Plate T.P. &Doublers 1211,f- 16" 16" -7' 12" 28" 64" 28" 120" EAVE SIDE FRAMING w/o DOOR GABLE FRAMING with DOOR j SCALE: 3/8"= 1'-0" j SCALE: 3/8" = 1'-0" 1444" 248" 24" 248" Simpson H2.5A Rafter to Stud w/ (10) 8d 1-1/2" Galy. Joist Nails 48" ° H2.5A CD CD 0� — 2x4 SPF _ — collar Z 0 96" T;e 48" co F -.-o a 31 238" 0 Dblr Dblr cD 2 _ Side 584" T.P. L784.P. * 2U. Wall Dblr 31" _ 2 31" 2 96" 24" 921„ T.P. T.P. 201„ Dblr 2 Dblr 781" Stud 24" TYP 24" 24" 96" 8 8 1 120" "OPTIONAL" ROLL -UP DOOR FRAMING rH1 EAVE SIDE FRAMING with DOOR J GABLE FRAMING with DOOR SCALE: 3/8" = 1'-0" j SCALE: 3/8'= 1'-0' 1 SCALE: 3/8° = 1'-0° 5/8" thick Gable Trim c. 2 x 4 SPF Doubler= SPF TANG *** Gable Rafter *** Flush To Wall Siding 2 x 4 SPF Top Plate —J I I 2 x 4 SPF Stud @ 24" O.C. I 3/8" SmartSide - 8" o.c. Secured With 8d Ring Shank Nails 5/8" thick Floor Sheathing I I I 2 x 4 SPF Top Plate OK 2 x 4 TREATED Floor Frame � GABLE SECTION NOTE: FOR EXTERIOR WALLS GREATER THAN 8' FLATWISE BLOCKING REQ'D @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS EACH END. PANEL JOINT IN CENTER 1/3 OF WALL 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24° +/- OF CORNERS & 72" +/- OC MAX. 5/8' OSB or CDX TREATED PLYWOOD 4 6 8 10 FLOOR DECK @ INTERMEDIATE SUPPORTS. NOTE: (FOR SHEARWALL VALUE) EZ PANEL USED FOR UPLIFT SECURE FLOOR DECKING & SHEAR CUPS NOT REQ. 2 X 4 SPF STUD @ 24'0.C. EXCEPT @ OPENINGS 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG TO FLOOR JOIST NOTE; 2. ALL HORZ. JOINTS SHALL OCCUR OVER SHEATHING GRADE 3/8' EZ PANEL 2 X 4 SPF BOTTOM PLATE W/8d RING SHANK NAILS EZ PANEL USED FOR UPLIFT 2' RING SHANK NAILS EVERY 3' NAILED W/8d RING SHANK NAILS @ 6' D.C. ON ALL SEAMS &TOP & ANGLED INTO FLOOR @ 6' O.C. @ EDGES & 12" O.C. & SHEAR CUPS NOT REQ. PER MANUFACTURERS INSTRUCTION / BOTTOM EDGE FOP & BOTTOM OF OPENINGS) & 12' D.C. 4 X 4 P.T. RUNNERS @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS TOE NAIL FLOOR JOIST @ INTERMEDIA"Tc SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS SIMPSON #HD5B CONNECTOR TO RUNNERS W/2 -12d RING 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 5/8" WEDGE ANCHOR BOLT 72" O.C. 5" LONG @ SIDE BY SIDE 2. H CLIPS ARE USED BETWEEN (...or other approved fastener...) RUNNER IMERSECTION 2 X 4 SPF STUD p, 24' O.C. 2 x 4 P.T. JOIST @ 16' O.C. AND LOWER ROOF PANELS. 2 X 4 SPF BOT rDm PLATE V CONCRETE OF SUFFICIENT CAPACITY TO RESIST THE SECURE JOIST TO BOND BOARD I FOR LEVELING WHEN NECESSARY W/2 -16d RING SHANK NAILS ANY DEVIATION AND MODIFICATION SHEATHED WALLS. 2" NAILS EVERY 3° 6X6 10/10 WIRE MESI ANGLED INTO FLOOR /10 WIRE M @ EACH JOIST 4. WHERE WINDOWS & DOORS INTERUPT FRAME OR 5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL PLYWOOD SHEATHING, FRAMING ANCHORS 1/2X 2-1/2' LAG SCREW INTO FLOOR JOIST 3/8" thick Gusset BE TREATED FOR TERMITES PRIOR TO BUILDING W/ 2'X2'Xt/8' FENDER WASHER 4° COMPACTED 4 X 4 P.T. RUNNERS INSTALLATION. 8" Min. SAND OR GRAVEL 2 x 4 P.T. BOND BOARD SEE NOTE 4 TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d RING t0 30" SINGLE HELIX ANCHOR 2 x 4 SPF Rafter SHANK NAILS @ EACH JOIST/ Sheathing g MODEL MTE30 AS MFD, RUNNER INTERSECTION BY TIEDOWN ENGINEER. ATLANTA, GA C - A •:�' ..-:;,� •';y r • WITH IN 24+/- OF CORNERS & 72'+/- OC MAX. 3/8" thick No Groove ORAS REQUIRED BY LOCAL CODE 30 DEGREES TO VERTICAL IN THIS PLANE Gable Panel PRESSURE TREATED WOOD SHIMS ('Ii'l ( I I TM') *** *** FOR LEVEUNG WHEN NECESSARY NOTE Flush Gable Panel To Top Of Rafter 2'X12'X1roR8'x16"x4' SOLID CONCRETE BLOCK = @ 72' O.C. (TYP) @ EACH SKID = 5/8" thick Gable Trim c. 2 x 4 SPF Doubler= SPF TANG *** Gable Rafter *** Flush To Wall Siding 2 x 4 SPF Top Plate —J I I 2 x 4 SPF Stud @ 24" O.C. I 3/8" SmartSide - 8" o.c. Secured With 8d Ring Shank Nails 5/8" thick Floor Sheathing I I I 2 x 4 SPF Top Plate OK 2 x 4 TREATED Floor Frame � GABLE SECTION NOTE: FOR EXTERIOR WALLS GREATER THAN 8' FLATWISE BLOCKING REQ'D @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS EACH END. PANEL JOINT IN CENTER 1/3 OF WALL 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24° +/- OF CORNERS & 72" +/- OC MAX. QUANTITY REQUIRED 4 6 8 10 CONSTRUCTION NOTES: @ INTERMEDIATE SUPPORTS. NOTE: (FOR SHEARWALL VALUE) n WOOD FLOOR FOOTING DETAIL j SCALE: 1'= 1'-W WOOD FLOOR FOOTING NOTES: 1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR FRAMING IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 3. ALL LUMBER TO BEN .2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. 2 x 4 SPF Stud 24" Typ. A I I 641- Door 4" Door Opening 32" — 3/8" SmartSide - 8" D.C. 2 x 4 SPF Bottom Plate 24" 2 x 4 Treated Floor Framing Typ. 31" 1 2 32. it201"- 24" 2 Typ. 3/8" OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1-1/2" Ring Shank Nails 2 x 4 Gable Connector * Used As A Nailing Surface For Gable Panels — 1 -Layer 15# Felt — 7/16" OSB Roof Deck — 2 x 4 SPF Raftar 201° 2 Dblr 2 x 4 SPF Top Plate & Doublers 12" 16" 1204" Overall 120" Framing 16" 12" 2o-"- 1D LOCATIONS / DOOR ON GABLE Q1) SCALE: 3/8" = 1'-0" 01 1444" Overall 144" 24" Framing 24" � Typ 24" Typ. 2 x 4 SPF Stud N 1 3/8" SmartSide - 8" D.C. 2 x 4 SPF Bottom Plate 24" X�Treated Floor Framing TYP ea ---=-p --� 8---- --�' m. to a mg ` 12° Minimium TYPICAL MONOLITHIC SLAB SECTION ALLAROUND SEE NOTE 1 12" MONOLITHIC CONCRETE SLAB DETAIL 64" Door --- Opening - 3- 2o-11 4 T 4" 16" 1„ 2 YP• L, It STUD LOCATIONS . 1204" Overall 120" Framing 4122 31" 2 R ON EAVE SCALE: 3/8'= V -O" SHEATHING GRADE 3/8' EZ PANEL SHEATHING GRADE 3/8" EZ PANEL NAILED W/8d RING SHANK NAILS @ 6- D.C. Tor & BOTTOM NOTE: EDGE (TOP & BOTTOM OF OPENINGS) & 12'0.0. CONSTRUCTION NOTES: @ INTERMEDIATE SUPPORTS. NOTE: (FOR SHEARWALL VALUE) EZ PANEL USED FOR UPLIFT @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) & SHEAR CUPS NOT REQ. 2 X 4 SPF STUD @ 24'0.C. EXCEPT @ OPENINGS 1/2' WEDGE ANCHOR BOLT 72.O.C. 8-1/2' LONG ROOFING NOTES: (...or other approved fastener...) 2. ALL HORZ. JOINTS SHALL OCCUR OVER 2 X 4 SPF BOTTOM PLATE 2 X 4 SPF BOTTOM PLATE 2 X 4 P.T. SILL PLATE FRAMING. FLATWISE BLOCKING SHALL 2' RING SHANK NAILS EVERY 3' 6r— ANGLED INTO FLOOR Q .r FRAME, 11T FROM EDGE 8' M' h ea ---=-p --� 8---- --�' m. to a mg ` 12° Minimium TYPICAL MONOLITHIC SLAB SECTION ALLAROUND SEE NOTE 1 12" MONOLITHIC CONCRETE SLAB DETAIL 64" Door --- Opening - 3- 2o-11 4 T 4" 16" 1„ 2 YP• L, It STUD LOCATIONS . 1204" Overall 120" Framing 4122 31" 2 R ON EAVE SCALE: 3/8'= V -O" WOOD FLOOR ON CONCRETE SLAB DETAIL J SHEATHING GRADE 3/8" EZ PANEL SCALE: 1" = 1'-0" NOTE: NAILED W/8d RING SHANK NAILS @ 6° O.C. TOP & BOTTOM CONSTRUCTION NOTES: EZ PANEL USED FOR UPUFT EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. 1. WHEN FLOOR FRAMING IS USED. THIS & SHEAR CUPS NOT REQ. @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) EXCEPT @ OPENINGS W/ FACE GRAIN PARALLEL TO STUDS. 2 x 4 P.T. JOISTS @ 16" O.C. ROOFING NOTES: 2 X 4 SPF STUD @ 24' O.C. 2. ALL HORZ. JOINTS SHALL OCCUR OVER 2 X 4 SPF BOTTOM PLATE EXISTING CONCRETE SLAB FRAMING. FLATWISE BLOCKING SHALL 1. APPROVED SHINGLES INSTALLED 1/2° LAG SCREW PER MANUFACTURERS INSTRUCTION / 3/4" THROUGH BOLT 4 X 4 P.T. RUNNERS 4 NAILS PER SHINGLE TOE NAIL FLOOR JOIST 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP PLATES. SIMPSON #HD5B CONNECTOR TO RUNNERS W/2 -12d RING 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 5/8" WEDGE ANCHOR BOLT 72" O.C. 5" LONG SHANK NAILS @ EACH JOIST/ 2. H CLIPS ARE USED BETWEEN (...or other approved fastener...) RUNNER IMERSECTION EVERY RAFTER BETWEEN THE UPPER BEAM) W/ RING SHANK NAILS OR CONNECTORS AND LOWER ROOF PANELS. d • • • OF SUFFICIENT CAPACITY TO RESIST THE PRESSURE TREATED WOOD SHIMS I FOR LEVELING WHEN NECESSARY i_I III III I-1 117 WOOD FLOOR ON CONCRETE SLAB DETAIL J SCALE: 1" = 1'-0" J SCALE: 1" = 1'-0" MONOLITHIC SLAB FOOTING NOTES: CONSTRUCTION NOTES: WOOD FLOOR ON SLAB FOOTING NOTES: 1. WHEN FLOOR FRAMING IS USED. THIS 1. PLYWOOD PANELS SHALL BE INSTALLED 1. ALL MATERIALS AND LABOR SHALL MEET OR MONOLITHIC SLAB IS NOT REQUIRED W/ FACE GRAIN PARALLEL TO STUDS. EXCEED APPLICABLE LOCAL CODES. ROOFING NOTES: 2. ALL MATERIALS AND LABOR SHALL MEET OR 2. ALL HORZ. JOINTS SHALL OCCUR OVER EXCEED APPLICABLE LOCAL CODES. FRAMING. FLATWISE BLOCKING SHALL 1. APPROVED SHINGLES INSTALLED BE USED AT ALL HORZ. PANEL JOINTS. PER MANUFACTURERS INSTRUCTION / 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED 4 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP PLATES. 3000 PSI CONCRETE, A615 GRADE 60 REBAR, LOWEST PLATE SHALL BE 2. H CLIPS ARE USED BETWEEN A36 A.B., MIN. REBAR LAP = 20". ATTACHED TO FOUNDATION (OR BOND EVERY RAFTER BETWEEN THE UPPER BEAM) W/ RING SHANK NAILS OR CONNECTORS AND LOWER ROOF PANELS. 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE OF SUFFICIENT CAPACITY TO RESIST THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE UPLIFT DEVELOPED IN THE PLYWOOD ANY DEVIATION AND MODIFICATION SHEATHED WALLS. IS STRICTLY PROHIBITED. 4. WHERE WINDOWS & DOORS INTERUPT 5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO BE TREATED FOR TERMITES PRIOR TO BUILDING RESIST THE APPROPRIATE UPLIFT LOADS. INSTALLATION. /