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260 BELVEDERE ST ACC18-0062 ACCESSORY PERMITLEGAL DESCRIPTION: 11 12 OF LOT 447, SECTIO NO. 1 SALTAIR, ACCORDING TO THE PLAT THEREOF AS �ECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBL C RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: FRANCIS R. SCOBLICK AND JOSLYN WINTERS; PO p TITLE, LLC; OLD REPUBLIC NATIONAL TITLE INSU COMPANY; BANK OF ENGLAND, ITS SUCCESSORS ASSIGNS. PROPERTY ADDRESS: 260 BELVEDERE STREET ATLANTIC BEACH, FL 32233 COMMUNITY NUMBER: 120075 PANEL: 0409 SUFFIX: H FLOOD ZONE: X FIELD WORK: 11812018 SURVEY NUMBER: 313023 SYMBOL DESCRIPTIONS: IF = CATCH BASIN MISC. FENCE = CENTERLINE ROAD 0 = PROPERTY CORNER ® =COVERED AREA It.B. = UTILITY BOX } XXX = EXISTING ELEVATION _d P- = UTILITY POLE =HYDRANT ®wht = WATER METER QS = MANHOLE ® = WELL — — = METAL FENCE — — = WOOD FENCE ABBREVIATION DESCRIPTION: AIC AIR CON DI I IONER CENTERLINE CENTRAL / DELTA ANGLE I.D. IDENTIFICATION L LENGTH LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P.C. POINT OF CURVATURE P.C.C. POINT OF COMPOUND CURVE P -K PARKER KYLON NAIL P.R.C. POINT OF REVERSE CURVE PSM PROFESSIONAL SURVEYOR MAPPER P.T. POINT OF TANGENCY R RADIAL / RADIUS RNV RIGHT OF WAY GENERAL NOTES: 1) LEGAL DESCRIPTION PROVIDED BY OTHERS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIC 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE 5) ONLY VISIBLE ENCROACHMENTS ARE LOCATED. "E VEDRA vCE ND/OR 25 0 +2.5 25 GRAPHIC SCALE (In Feet) I inch = 3d.- ft. PAGE 10F 1 BOUNDARY SURVEY SURVEY NOTES VE CROSSING OVER THE EAST PROPERTY LINE. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. 6)) DIMENSIONS SHOWN HEREON ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED R EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT 7) FENCE OWNERSHIP NOT DETERMINED 8 ELEVATIONS, IF SHOWN, ARE BASED ON N.G.V.D. 1929 DATUM, UNLESS OTHERWISE NOTED. OR OTHER IMPROVEMENTS WERE NOT LOCATED. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE 'TO BE USED TO RECONSTRUCT BOUNDARY LINES. RHELATIONSHIPS E OCAS ON OF SEEN PHYSICAL YEMENTIMPROVEMENTS VER PNOSIOT O OT LINES. IN ALL CASES, DIMENSIONS SHALL W U u c) W 25.0' D ^W BIW �Tl FMS i F+i l� - 25.0' Q� Q O �v �Q VO REVISIONS: N O O NW N Q ZD Cn CD N C) IvJ Ll J g o N�oo U `—w�z� >woo (.7 n0u) Co ZIQEWdQ J zzp o JQOQu- Via= W � U��o zW �� W 02CDZ)oZ U- uj �< 100.00' I'Dm 0.8'ON 2.4'ON �` `V � `900 °b. o o 20.5' d 3.1' 3.1 � � o _ O 4.1' Z_ p 7.0' 25.1' o o O J N Lo ti L6 ti v 04 N 25.4' 25.1' zo lo Cp aS .r xr,..�— — x =oma oco � ``2 100.00' Nom �� �ti w0m (npm ^ OFA Z SURVEY NOTES VE CROSSING OVER THE EAST PROPERTY LINE. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. 6)) DIMENSIONS SHOWN HEREON ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED R EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT 7) FENCE OWNERSHIP NOT DETERMINED 8 ELEVATIONS, IF SHOWN, ARE BASED ON N.G.V.D. 1929 DATUM, UNLESS OTHERWISE NOTED. OR OTHER IMPROVEMENTS WERE NOT LOCATED. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE 'TO BE USED TO RECONSTRUCT BOUNDARY LINES. RHELATIONSHIPS E OCAS ON OF SEEN PHYSICAL YEMENTIMPROVEMENTS VER PNOSIOT O OT LINES. IN ALL CASES, DIMENSIONS SHALL W U u c) W 25.0' D ^W BIW �Tl FMS i F+i l� - 25.0' Q� Q O �v �Q VO REVISIONS: W �Lu fn W W Lu QLu W Q 00 �v 0 E vacs zoo mono :D Z D W> s o =Fz >ZoYo°r'', w',F-z0p ¢',� cwiz )J� UI`ZWZpt E:! W0Z - C > Q C 0, � U -0 W T I— W a) cnwvF:1 0� LU Uj U > m Iwoo �I=zzZE cnl—Q=)W N O O N Q ZD Cn CD N C) IvJ Ll J g co O u- U `—w�z� >woo (.7 n0u) Co ZIQEWdQ J > JQOQu- Via= W � U��o zW �� W �< U) W �Lu fn W W Lu QLu W Q 00 �v 0 E vacs zoo mono :D Z D W> s o =Fz >ZoYo°r'', w',F-z0p ¢',� cwiz )J� UI`ZWZpt E:! W0Z - C > Q C 0, � U -0 W T I— W a) cnwvF:1 0� LU Uj U > m Iwoo �I=zzZE cnl—Q=)W 4/4 x 3-1/2" Gable Trim Decorative Gable Trim 4/4 x 3-1/2" Horizontal Gable Trim 4/4 x 3-1/2" Over Door Trim 3/4" No Groove End Caps 4/4 x 3-1/2" Horimntal Door Rail 4/4 x 3-1/2" Vertical Door Trim 4/4 x 3-1/2" Crossbucks 3/8" thick 8" o.c. Siding 4/4 x 3-1/2' Vertical Door Style 4/4 x 3-1/2" Corner Trim 2 x 4 SPF Gable Overhang 4/4 x 3-1 /2" Gable Tdm 4/4 x 3-1/2' Over Door Trim Z Strip 4/4 x 3-1/2" Horimntal Door Rail 4/4 x 3-1/2" Vertical Door Tdm 3/8" thick 8" o.c. Siding 4/4 x 3-1/2" Crossbucks 414 x 3-1/2" Vertical Door Style 4/4 x 3-1/2" Corner Trim U 0 co CU Z 0 0 rn Cc O U Z Q S cc ILL! W w m a D CV ** FOR WALL w/ DOOR IF LESS THAN 2'4" OF WALL ON EACH SIDE OF EDGES AND @ 8'0 CO ON INTERMEDIATE SEAMS.C. ON ***SIDING USED FOR UPLIFT & SHEAR CDPS NOT REQ. EXCEPT @ OPENINGS / Upper Roof Panel - Lower Roof Panel 4/4 x 3-1/2" Gable Trim ' 4/4 x 3-1/2' Fascia 1383" 4 B4" 4/4x3-1/2"Comer Trim Door Handle 3/8" thick 8- o.c. Siding tL11 --jai 8,. 314' 3,4' aa" A GABLE ELEVATION w TRIM OPTION #1 1 SCALE: 1/4" 144" ABLE ELEVATION w/ DOOR OFFSET & TRI M OPTION #2 SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLES USING cc FC 6d RING SH K NAILS 12" O.C. ON R (4) WA P. SECURE SHINGLES TO ROOF - r 3/8" OSB or EZ PANEL Gusset DECKING w/ (4) 1-1/4" ROOFING NAILS SECURE RAFTERS 1 GLUED &NAILED WITH (12) 2" RING SHANK NAILS @ 3" O.C. *** NOT INCLUDED WITH KIT *** 2 x 4 SPF Rafter Assembly TOP PLATE W/SIMP1 TOP PLATE W/SIMPSONS 144" COMMUNITY DEVELOpME 2 x 4 SPF Collar Tie Assembly - H2.5 W/10 -8d NAILS H2.5 W/10 -8d NAILS .. 2 x 4 SPF Gable Connector _ , SCALE: 1' = P-0" - -- - ---- - - "" * Used As A Nailing Surface C UPLIFT OR SIMPS01 UPLIFT OR SIMPSON NEW EDITION NOTE 2 x 4 Framing Secure door hinge board from For Gable Panels Ht W10-Bd NAILS FRAMING. FLATWISE BLOCKING SHALL &trim 3/8" OSB or EZ PANEL Gusset FOR 490# UPLIFT FOR 490# UPLIFT Metal Connector Plate - ONE ON EACH SIDE - 3. PANELS SHALL BE ATTACHED TO BOTTOM - 2 x 4 SPF Doubler - OF RAFTERS (3) 3" c'sink screws into framing. GLUED & NAILED WITH 2x 4 SPF Top Plate - - - - - 8 Gap Typ' -- -, r - - 52, 2 x 4 SPF Rafter Assembly - Gap Typ. _ _ _-_ - - SHEATHED WALLS. 1 2 x 4 SPF Rafter Block -� (12) 1-1/2" RING SHANK NAILS PLYWOOD SHEATHING, FRAMING ANCHORS 2x 8 SPF Doubler RESIST THE APPROPRIATE UPLIFT LOADS. Double 2x8 SPF Built Up Header I 1384' v ROOF GUSSET DETAIL With 3/8' We Filler Core I BD" 83" 1 SCALE: 1" = 1'-0" 2 x4 SPF Stud - Simpson LSTA9 2 x 4 "King" Stud I I M2 1 32 2 x 4 "Jack" Stud I 176" (8) 8d Galy. 1-1/2" Joist Notes x 4 SPF Bottom Plate - 1 32,E 4j" . Simpson SP4 2 STUDS TYP. @ _ w/ 6-8d 1-1/2" Galv. Joist Nails CORNERS EACH WAY B EAVE ELEVATION W/o DOOR 1 SCALE: 1/4" = 1'-0" G EAVE ELEVATION with DOOR CENTERED 1 SCALE: 1/4" = 1'-0" 2x4 P.T. BOND BOARD (TYP)... --- "lE BOND @ CORNERS �d RING SHANK NAILS . JOISTS @ 16" O.C. (TYP)... IE JOIST TO BOX SILL d RING SHANK NAILS @ EACH JOIST A Screwed Into Floor Joist NOTE: 1. THIS WALL PLAN IS GOOD FOR THE 12' GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. LINE OF OVERHANG FROM 2 x 8 DOUBLER 5/8" OSB or COX TREATED PLYWOOD FLOOR DECKING AS REO. SECURE FLOOR DECKING TO FLOOR JOIST W/8d RING SHANK NAILS @ 6" O.C. @ EDGES 12" O.C. @ INTERMEDIATE SUPPORTS T. RUNNERS (TYP)... TAIL FLOOR JOIST TO RUNNERS 2d RING SHANK NAILS @ EACH JOIST/RUNNER LE 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WrrH - (12) 2" NAILS @ T O.C. 2 x 4 SPF Collar Tie 2 x 4 SPF Gable Connector - Metal Connector Plate 2 x 4 SPF Doubler 2 x 4 SPF Top Plate 2 x 4 SPF Rafter Assembly 2x4 SPF Header Gable End Application Only 2 z 4 SPF Stud 2 x 4 SPF Bottom Plate 2 STUDS TYP. @ CORNERS EACH WAY 2x4 / 2x8 DOUBLERS ATTACHED TO TOP PLATE1111 USING led RING SHANK Is @ 12" O.C. ON ALL FOUR (4) WALLS TYP. d 64" 44° Simpson LSTA9 Stud to Top Plate with (8) Bd Galy. 1-1/2" Joist Notes y qJ 64 144" GABLE FRAMING w/ Di NOTE: 1. THIS WALL PLAN IS GOOD FOR THE 12' GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. I I I 2 x 4 SPF goubler t I I I 1 I 1 12 x 8 SPF Doubler SECTION I 2 z 4 SPF Rafter A 3/8" WB or EZ PANEL Gussat I I 1 I I I I GLUED & NAILED WITH (12) 1-1/2" RING SHANK NAILS DSB OR COX TREATED VOOD OR PROSTRUCT RE FLOOR DECKING TO JOISTS w/ 8d RING SHANK I @ 6" OC @ EDGES & 12" VTERMEDIATE SUPPORTS7/16" WB ROOF PANEL I I I I I I I I I I I I I I I I I I I 12-7 SEE FLOOR FOOTING DEATIL SECURE ROOF DECKING W/Bd RING SHANK NAILS @ 6" O.C. @ EDGES & 12" O.C. @ INTERMEDIATE SUPPORTS 2X4 COLLAR TIE ASSEMBLY _ SECURE COLLAR TIES TO RAFTERS W/4 -16d RING SHANK NAILS (2 NAILS EACH RAFTER) I TTI 24" O.C. Typ. I I I I I 1 I� I I I SEE WALL SECTION I _ L M TYP. WALL FRAMING PLAN 1 SCALE: 3/8" = 1'W 148" Q ROOF FRAMING PLAN 1 SCALE: a/8" = 1'-0" NOTE: 1. THIS WALL PLAN IS GOOD FOR THE 12' GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. FIBERGLASS SHINGLES SECURED TO ROOF DECKING W/1 1/4" ROOF NAILS 1 -LAYER 15# FELT 7/16" OSB ROOF DECKING SEE ROOF FRAMING DETAIL METAL CONNECTOR PLATE 2-1/2" x 6" ON BOTH SIDES 2 x 4 SPF RAFTER ASSEMBLY o 2 x 4 SPF RAFTER BLOCK 1X4 FASCIA BOARD SECURE TRIM RAFTER Ring Shank NAILS @EACH RAFTER NOTE: PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS NOTE: ** FOR WALL w/ DOOR ... IF LESS THAN Z-8" OF WALL ON EACH SIDE OF DOOR NAIL W/8d RING SHANK NAILS @ 4" O.C. ON EDGES AND @,V O.C. ON INTERMEDIATE SEAMS. N WALL SECTION 1 SCALE: 1/2" = 1'-0" SHEATHING GRADE 3/8" EZ PANEL BOARD NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. @ INTERMEDIATE SUPPORTS. FOR WALL WITH DOOR NAIL 2" o.c. PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS 2 x 4 SPF STUD 24" O.C. TYP. 2 x 4 SPF BOTTOM PLATE 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 1-1/2" NAILS 2 x 4 SPF Collar Tie Assembly 2 x 4 SPF Rafter Assembly 2 z fi SPF Doubler 2 x 4 SPF Top Plate H2.5A Simpson H2.5A Rafter to Stud w/ (10) 8d 1-1 /2" Galv. Joist Nails 24"oc 24" Typ. 1382' 2 x 4 SPF Stud 83" 24" 2 x 4 SPF Bottom Plate ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR " I DETAILS BELOW ITERED SCALE: 1/4" = 1'-0" NOTE: PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS NOTE: ** FOR WALL w/ DOOR ... IF LESS THAN 2' OF WALL ON EACH SIDE OF DOOR NAIL W/8d RING HANK NAILS @ 4" O.C. ON EDGES AND @ 4' O.C. ON INTER EDIATE SEAMS. ON TRIM OPTI N #2 SCALE: 1/2°=1'-0' 1388" SCALE: 1/4" = 1'-0" 1388" 83" D EAVE FRAMING w/o DOOR 1 SCALE: 1/4" = 1'-0" 24" Tyo. 24 �f 1388" Double 2x6 SPF Built Up Header 3/8" WB Filler Core On Eave Wall Installation I LF'pl 83„ st Nails# Uplift L A EAVE FRAMING with DOOR CENTERED 1 SCALE: 1/4" = 1'-0" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 2" RING SHANK NAILS @ 3 2 x 4 SPF Collar Tie Assembly 2 x 4 SPF Gable Connector * Used As A Nailing Surface For. Gable Panels Metal Connector Plate 2 x 4 SPF Doubler 2 x 4 SPF Top Plate 2 x 4 SPF Rafter Assembly 2 x 4 SPF Stud 2 x 4 SPF Bottom Plate 2 STUDS TYP. @ CORNERS EACH WAY USING cc FC 6d RING SH K NAILS 12" O.C. ON R (4) WA P. - 814" - - r 2 x 8 SPF DOUBLER 144" SECURE RAFTERS 1 SECURE RAFTERSTO 24 2 x 4 SPF Rafter Assembly TOP PLATE W/SIMP1 TOP PLATE W/SIMPSONS 144" COMMUNITY DEVELOpME GLUED &NAILED WITH (12) 1-1/2" RING SHANK NAILS H2.5 W/10 -8d NAILS H2.5 W/10 -8d NAILS 2 x 4 SPF TOP PLATE , SCALE: 1' = P-0" OR EQUIV. FOR 415 OR EQUIV. FOR 415# 1. PLYWOOD PANELS SHALL BE INSTALLED C UPLIFT OR SIMPS01 UPLIFT OR SIMPSON NEW EDITION NOTE 2 x 4 Framing Secure door hinge board from H1 W10 -8d NAILS Ht W10-Bd NAILS FRAMING. FLATWISE BLOCKING SHALL &trim 3/8" OSB or EZ PANEL Gusset FOR 490# UPLIFT FOR 490# UPLIFT BE USED AT ALL HORZ. PANEL JOINTS. ONE ON EACH SIDE ONE ON EACH SIDE 3. PANELS SHALL BE ATTACHED TO BOTTOM - OF RAFTERS OF RAFTERS (3) 3" c'sink screws into framing. GLUED & NAILED WITH NOTE: PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS NOTE: ** FOR WALL w/ DOOR ... IF LESS THAN Z-8" OF WALL ON EACH SIDE OF DOOR NAIL W/8d RING SHANK NAILS @ 4" O.C. ON EDGES AND @,V O.C. ON INTERMEDIATE SEAMS. N WALL SECTION 1 SCALE: 1/2" = 1'-0" SHEATHING GRADE 3/8" EZ PANEL BOARD NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. @ INTERMEDIATE SUPPORTS. FOR WALL WITH DOOR NAIL 2" o.c. PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS 2 x 4 SPF STUD 24" O.C. TYP. 2 x 4 SPF BOTTOM PLATE 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 1-1/2" NAILS 2 x 4 SPF Collar Tie Assembly 2 x 4 SPF Rafter Assembly 2 z fi SPF Doubler 2 x 4 SPF Top Plate H2.5A Simpson H2.5A Rafter to Stud w/ (10) 8d 1-1 /2" Galv. Joist Nails 24"oc 24" Typ. 1382' 2 x 4 SPF Stud 83" 24" 2 x 4 SPF Bottom Plate ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR " I DETAILS BELOW ITERED SCALE: 1/4" = 1'-0" NOTE: PLYWOOD USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS NOTE: ** FOR WALL w/ DOOR ... IF LESS THAN 2' OF WALL ON EACH SIDE OF DOOR NAIL W/8d RING HANK NAILS @ 4" O.C. ON EDGES AND @ 4' O.C. ON INTER EDIATE SEAMS. ON TRIM OPTI N #2 SCALE: 1/2°=1'-0' 1388" SCALE: 1/4" = 1'-0" 1388" 83" D EAVE FRAMING w/o DOOR 1 SCALE: 1/4" = 1'-0" 24" Tyo. 24 �f 1388" Double 2x6 SPF Built Up Header 3/8" WB Filler Core On Eave Wall Installation I LF'pl 83„ st Nails# Uplift L A EAVE FRAMING with DOOR CENTERED 1 SCALE: 1/4" = 1'-0" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 2" RING SHANK NAILS @ 3 2 x 4 SPF Collar Tie Assembly 2 x 4 SPF Gable Connector * Used As A Nailing Surface For. Gable Panels Metal Connector Plate 2 x 4 SPF Doubler 2 x 4 SPF Top Plate 2 x 4 SPF Rafter Assembly 2 x 4 SPF Stud 2 x 4 SPF Bottom Plate 2 STUDS TYP. @ CORNERS EACH WAY 83" I E REAR FRAMING w/o DOOR 1 SCALE: 1/4° = 1'-0" . 6'k 24" 3/13" OSB or EZ PANEL GUSSET TYP. BOTH SIDES ASSHOWN � 24"oC h 24„ Tvo. Door on save wall H2.5A will be used above the door w/ (9) 8d Galy. 1-1/2" Joist Nails H2.5A A K EAVE FRAMING with DOOR OFFSET 1 SCALE: 1/4" = 1'-0" 1388" 83" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 2" RING SHANK NAILS @ T O.C. 2 x 4 SPF Collar Te Assembly 2 x 4 SPF Gable Connector • Used As A Nailing Surface For Gable Panels Metal Connector Plate 2 x 4 SPF Built Up Track Support w/ 3/8" Panel Filler Core Toe Nailed into Top Plate using (2) 10d 3" Ring Shank Nails each Nailed into Rafter using " R' Shank Nails each 2 • •� • • 6" 2x4 / 2x8 Doublers • • �. ` • • Attached To Top Plate • i • Using 16d Nails @ 12" O.C. i ` On All Four (4) Walls Typ. JIB 'I 1N (2) tOd 3 mg USING cc FC 6d RING SH K NAILS 12" O.C. ON R (4) WA P. - 814" - - r 10 144" 83" I E REAR FRAMING w/o DOOR 1 SCALE: 1/4° = 1'-0" . 6'k 24" 3/13" OSB or EZ PANEL GUSSET TYP. BOTH SIDES ASSHOWN � 24"oC h 24„ Tvo. Door on save wall H2.5A will be used above the door w/ (9) 8d Galy. 1-1/2" Joist Nails H2.5A A K EAVE FRAMING with DOOR OFFSET 1 SCALE: 1/4" = 1'-0" 1388" 83" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 2" RING SHANK NAILS @ T O.C. 2 x 4 SPF Collar Te Assembly 2 x 4 SPF Gable Connector • Used As A Nailing Surface For Gable Panels Metal Connector Plate 2 x 4 SPF Built Up Track Support w/ 3/8" Panel Filler Core Toe Nailed into Top Plate using (2) 10d 3" Ring Shank Nails each Nailed into Rafter using " R' Shank Nails each 2 • •� • • 6" 2x4 / 2x8 Doublers • • �. ` • • Attached To Top Plate • i • Using 16d Nails @ 12" O.C. i ` On All Four (4) Walls Typ. JIB 'I 1N (2) tOd 3 mg QUANTITY REQUIRED 4 - 814" - - r 10 Date 6/11/2012 24" Revision GENERAL NOTE REVISED, ALL NAIL NOTES P TO INCLUDE'RING SHANK% H2.5 UPDATED TO 24 2 x 4 SPF Rafter Assembly 6 3/8" OSB or EZ PANEL Gusset 144" COMMUNITY DEVELOpME GLUED &NAILED WITH (12) 1-1/2" RING SHANK NAILS c_3 OPTIONAL ROLL UP DOOR FRAMING SCALE: ,"_,�, I 1 APPROVEDCOLLAR , SCALE: 1' = P-0" CONSTRUCTION NOTES: Wall Dead Load (psf) 1. PLYWOOD PANELS SHALL BE INSTALLED C W/ FACE GRAIN PARALLEL TO STUDS. JTB NEW EDITION NOTE 2 x 4 Framing Secure door hinge board from 2. ALL HORZ. JOINTS SHALL OCCUR OVER Door panel inside using (c) a of do screws. Typical both skies of doors. FRAMING. FLATWISE BLOCKING SHALL &trim 3/8" OSB or EZ PANEL Gusset 2x 8 SPF Doubler Shed panel BE USED AT ALL HORZ. PANEL JOINTS. - - - - - - - - - _ c 0.55 3. PANELS SHALL BE ATTACHED TO BOTTOM - Mount door hinge board using PLATES & TOP PLATES. (3) 3" c'sink screws into framing. GLUED & NAILED WITH zxa SPF Top Plate ATTACHED TO FOUNDATION (OR BOND Wall Sheathing: 3/8" Siding Rated 24/0 BEAM) W/ RING SHANK NAILS OR CONNECTORS OF -- -, r - - 52, SUFFICIENT CAPACITY TO RESIST THE UPLIFT DEVELOPED IN THE PLYWOOD P DOOR INSTALL SHEATHED WALLS. 1 1386" (12) 1-1/2" RING SHANK NAILS PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. Double 2x8 SPF Built Up Header I v ROOF GUSSET DETAIL With 3/8' We Filler Core I BD" 83" 1 SCALE: 1" = 1'-0" Simpson LSTA9 2 x 4 "King" Stud I I Stud to Top Plate with 2 x 4 "Jack" Stud I 176" (8) 8d Galy. 1-1/2" Joist Notes 1 32,E . Simpson SP4 w/ 6-8d 1-1/2" Galv. Joist Nails Or Equiv. For Up To 735# Uplift • • • • • • 2 x a SPF Stud I ORIGINAL DOOR OPENING • • • I • • • 2 x 4 SPF Bottom Plate *** USE SIDING CUT-OFF AS *** i SECURE ROOF DECKING W/8d RING SHANK NAILS GENERAL NOTES: @ 6" O.C. @ EDGES & 12" O.C. @ INTERMEDIATE SUPPORTS 1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE & 4" O.C. @ GABLE END WALLS MATERIAL NOTES: OR GABLE RAFTER ASSEMBLIES SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY, NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE - ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. 14 DRAWINGS MUST BE APPROVED BY THE ENGINEER - ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF � 6�� APA SPECIFICATIONS. 2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. -ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET ,�- 24 �' 3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION THE APPLICABLE CODES. 120" H2.5A 4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT -ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODE SECURE RAFTERS TO EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. - 7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED . ' TOP PLATE W/SIMPSONS • OR QUIV�OR 415# NAI - -_ NAIL WITH 8d RING HA OR 8d -HOT DIP -PED GALVANIZED NAILS. 4STENING _ __ BY LOIfISIANA-PACIFIC COMRANY, PORTLAND, OR.... RATE 24 UPLIFT OR SIMI'SON H1 W10-Sd 1-1&INAILS IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 p FOR UPLIFT - 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED ONE ON OF RAFTERS H SIDE FLORIDA BUILDING CODE 137"BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0 144" 5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE R RAFTER SECTION FOLLOWING APPLIES: 1 3CAE:1/4°=,'-0" 1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE .,.w._, ..--_ © 6. IF USING THE OSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST ��- S�'A1✓T'�IG MUST GO " O.C. 5/8" 0513 or COX TREATED PLYWOOD f..�/ © or PROSTRUCT FLOOR DECK / SHEATHING GRADE 3/8' EZ PANEL SHEATHING GRADE 3/8" EZ PANEL I SECURE FLOOR DECKING NAILED W/Bd RING SHANK NAILS @ 6" O.C. 1 NAILED SEA RING SHANK NAILS @ 6" O.C. 2X4 COLLAR TIE TO FLOOR JOIST NOTE: ` ON ALL SEAMS &TOP &BOTTOM EDGE. - SHEATHING GRADE 3/8" EZ PANEL ON ALL SEAMS & TOP & BOTTOM EDGE. (TOP & BOTTOM OF OPENINGS) NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP SECURE COLLAR TIES W/Bd RING SHANK NAILS EZ PANEL USED FOR UPLIFT (TOP & BOTTOM OF OPENINGS) 1 NOTE: ` & 12" O.C. @INTERMEDIATE SUPPORTS. � - - -" & BOTTOM EDGE (TOP &BOTTOM OF OPENINGS) TO RAFTERS W/4 -16d RING HANK @ 6" O.C. @EDGES & 12" O.C. & SHEAR CLIPS NOT REQ. & 12" O.C. @ INTERMEDIATE SUPPORTS. TWO #4 BARS '.\ , NAILS (2 NAILS EACH RAFTE) NOTE: (FOR SHEARWALL VALUE) \ EZ PANEL USED FOR UPLIFT & 12" O.C. @INTERMEDIATE SUPPORTS. @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS (FOR SHEARWALL VALUE) @ SIDE BY SIDE ' j & SHEAR CLIPS NOT REQ. (FOR SHEARWALL VALUE) 2 X 4 SPF STUD @ 24' O.C. - EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24" O.C. EXCEPT @ OPENINGS 4" CONCRETE - & SHEAR CLIPS NOT REQ. , 1/2" WEDGE ANCHOR BOLT' /-- 2 X 4 SPF STUD @ 24" O.C. 2 x 4 P.T. JOIST @ 16" O.C. 2 X 4 SPF BOTTOM PLATE EXCEPT @ OPENINGS 72' O.C. 8-1/2" LONG 2 x 4 P.T. JOISTS @ 16" O.C. ...or other approved fastener...) 2 X 4 SPF BOTTOM PLATE ( PP SECURE JOIST TO BOND BOARD 2" RING SHANK NAILS EVERY 3" EXISTING CONCRETE SLAB W/2 -16d RING SHANK NAILS ANGLED INTO FLOOR 6X6 10/10 WIRE MESH 2 X 4 SPF BOTTOM PLATE @ EACH JOIST FRAME OR FIBERMESH 2 X 4 P.T. SILL PLATE )�.---- 1/2" LAG SCREW 1/2" X 2-1/2" LAG SCREW INTO FLOOR 3/4" THROUGH BOLT JOIST w/ 2"X2"Xt/8" FENDER WASHER 4" COMPACTED 2" RING SHANK NAILS EVERY 3"� - - t SAND OR GRAVEL ANGLED INTO FLOOR 4 X 4 P.T. RUNNERS SIMPSON #NDSB CONNECTOR 4 X 4 P.T. RUNNERS 2 x 4 P.T. BOND BOARD SEE NOTE 4 FRAME, 1/2" FROM EDGE TOE NAIL FLOOR JOIST ---- 1;,----- ------------------ - - / 1/2" WEDGE ANCHOR BOLT TO RUNNERS LS EACH - - - - D - - 8" Min. to Sheathing JOISTS/ RUNNER INT INTERSECTION 72" O.C. 5' LONG 8" Min. TOE NAILFLOOR JOIST t0 TO RUNNERS W/2 -12d 30" SINGLE HELIX ANCHOR n �I2-12d (...or other approved fastener...) RING SHANK NAI @ Sheathing MODEL MTE-30 AS MED. C JOIST / RUNNER INTERSECTION BY TIEDOWN ENGINEER. ATLANTA, GA. - - - ,:r: �,..�, ;.. ;... WITH IN24'+/-OFCORNERS&72"+/-OCM (� �� - - -,-_ • ' - ORAS REQUIRED BYLOCALCODE .. a: .. - - - - - - - - 30 DEGREES TO VERTICAL IN THIS PLANE P) - . ` _ \ I - - - - -- NECESSARY _ \ PRESSURE TREATED WOOD SHIMS . PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN ' FOR LEVELING WHEN NECESSARY - _ - _ -=_- \® p -- __ 12" Minunwm TYPICAL MONOLITHIC SLAB i i I III -i --i� I -III III- L=- SECTION ALLAROUND - t - -III-III-III- -III-III- r 2"X12"X12" OR 8"x16"x4" - SOLID CONCRETE BLOCK = SEE NOTE 1 12" L_ @ 72" O.C. (TYP) @ EACH SKID \� NOTE: FOR EXTERIOR WALLS GREATER THAN & FLATWISE BLOCKING REQO @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS \\ EACH END. PANEL JOINT IN CENTER 1/3 OF WALL s MONOLITHIC CON RETE SLAB DETAIL T, `}WOOD FLOOR ON EXISTING CONCRETE SLAB DETAIL R WOOD FLOOR FOOTING DETAIL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ROOFING NOTES: 1 scALE:,"=''-D" 1 '', ' MONOLITHIC B FOOTING NOTES: WOOD FLOOR ON SLAB FOOTING NOTES: WOOD FLOOR FOOTING NOTES: 1. APPROVED SHINGLES INSTALLED 1. WHEN MONOLITHIC SLAB IS USED, THIS 1. WHEN FLOOR F AMING I USED. THIS 1. ALL MATERIALS AND LABOR SHALL MEET OR FLOOR FRAMING IS NOT REQUIRED MONOLITHIC S B IS NOT�QUIRED EXCEED APPLICABLE LOCAL CODES. PER MANUFACTURERS INSTRUCTION / 2 ALL MATERIALS AND LABOR SHALL MEET OR 4 NAILS PER SHINGLE EXCEED APPLICABLE LOCAL CODES. 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE 2. H CLIPS ARE USED BETWEEN PINE FIR OR EQUIVALENT EVERY RAFTER BETWEEN THE UPRER 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 12' WIDE GAMBREL ANY DEVIATION OR MODIFICATION 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX. QUANTITY REQUIRED 4 HEADER FILLER MATERIAL 8 10 Date 6/11/2012 24" Revision GENERAL NOTE REVISED, ALL NAIL NOTES P TO INCLUDE'RING SHANK% H2.5 UPDATED TO 6 - 32g 784„ 32$" 6 3/8" OSB or EZ PANEL Gusset 144" COMMUNITY DEVELOpME GLUED &NAILED WITH (12) 1-1/2" RING SHANK NAILS c_3 OPTIONAL ROLL UP DOOR FRAMING SCALE: ,"_,�, TIE GUSSET DETAIL 1 APPROVEDCOLLAR , SCALE: 1' = P-0" CONSTRUCTION NOTES: Wall Dead Load (psf) 1. PLYWOOD PANELS SHALL BE INSTALLED C W/ FACE GRAIN PARALLEL TO STUDS. JTB NEW EDITION NOTE 2 x 4 Framing Secure door hinge board from 2. ALL HORZ. JOINTS SHALL OCCUR OVER Door panel inside using (c) a of do screws. Typical both skies of doors. FRAMING. FLATWISE BLOCKING SHALL &trim MATERIALS: Roof Sheathing: 7/16" Rated 24/0 Shed panel BE USED AT ALL HORZ. PANEL JOINTS. 0.55 3. PANELS SHALL BE ATTACHED TO BOTTOM - Mount door hinge board using PLATES & TOP PLATES. (3) 3" c'sink screws into framing. LOWEST PLATE SHALL BE Typical both sides of doors. ATTACHED TO FOUNDATION (OR BOND Wall Sheathing: 3/8" Siding Rated 24/0 BEAM) W/ RING SHANK NAILS OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT DEVELOPED IN THE PLYWOOD P DOOR INSTALL SHEATHED WALLS. 1 SCALE: 3/8"=,'-0" 4. WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. SECURE ROOF DECKING W/8d RING SHANK NAILS GENERAL NOTES: @ 6" O.C. @ EDGES & 12" O.C. @ INTERMEDIATE SUPPORTS 1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE & 4" O.C. @ GABLE END WALLS MATERIAL NOTES: OR GABLE RAFTER ASSEMBLIES SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY, NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE - ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. 14 DRAWINGS MUST BE APPROVED BY THE ENGINEER - ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF � 6�� APA SPECIFICATIONS. 2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. -ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET ,�- 24 �' 3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION THE APPLICABLE CODES. 120" H2.5A 4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT -ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODE SECURE RAFTERS TO EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. - 7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED . ' TOP PLATE W/SIMPSONS • OR QUIV�OR 415# NAI - -_ NAIL WITH 8d RING HA OR 8d -HOT DIP -PED GALVANIZED NAILS. 4STENING _ __ BY LOIfISIANA-PACIFIC COMRANY, PORTLAND, OR.... RATE 24 UPLIFT OR SIMI'SON H1 W10-Sd 1-1&INAILS IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 p FOR UPLIFT - 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED ONE ON OF RAFTERS H SIDE FLORIDA BUILDING CODE 137"BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0 144" 5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE R RAFTER SECTION FOLLOWING APPLIES: 1 3CAE:1/4°=,'-0" 1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE .,.w._, ..--_ © 6. IF USING THE OSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST ��- S�'A1✓T'�IG MUST GO " O.C. 5/8" 0513 or COX TREATED PLYWOOD f..�/ © or PROSTRUCT FLOOR DECK / SHEATHING GRADE 3/8' EZ PANEL SHEATHING GRADE 3/8" EZ PANEL I SECURE FLOOR DECKING NAILED W/Bd RING SHANK NAILS @ 6" O.C. 1 NAILED SEA RING SHANK NAILS @ 6" O.C. 2X4 COLLAR TIE TO FLOOR JOIST NOTE: ` ON ALL SEAMS &TOP &BOTTOM EDGE. - SHEATHING GRADE 3/8" EZ PANEL ON ALL SEAMS & TOP & BOTTOM EDGE. (TOP & BOTTOM OF OPENINGS) NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP SECURE COLLAR TIES W/Bd RING SHANK NAILS EZ PANEL USED FOR UPLIFT (TOP & BOTTOM OF OPENINGS) 1 NOTE: ` & 12" O.C. @INTERMEDIATE SUPPORTS. � - - -" & BOTTOM EDGE (TOP &BOTTOM OF OPENINGS) TO RAFTERS W/4 -16d RING HANK @ 6" O.C. @EDGES & 12" O.C. & SHEAR CLIPS NOT REQ. & 12" O.C. @ INTERMEDIATE SUPPORTS. TWO #4 BARS '.\ , NAILS (2 NAILS EACH RAFTE) NOTE: (FOR SHEARWALL VALUE) \ EZ PANEL USED FOR UPLIFT & 12" O.C. @INTERMEDIATE SUPPORTS. @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS (FOR SHEARWALL VALUE) @ SIDE BY SIDE ' j & SHEAR CLIPS NOT REQ. (FOR SHEARWALL VALUE) 2 X 4 SPF STUD @ 24' O.C. - EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24" O.C. EXCEPT @ OPENINGS 4" CONCRETE - & SHEAR CLIPS NOT REQ. , 1/2" WEDGE ANCHOR BOLT' /-- 2 X 4 SPF STUD @ 24" O.C. 2 x 4 P.T. JOIST @ 16" O.C. 2 X 4 SPF BOTTOM PLATE EXCEPT @ OPENINGS 72' O.C. 8-1/2" LONG 2 x 4 P.T. JOISTS @ 16" O.C. ...or other approved fastener...) 2 X 4 SPF BOTTOM PLATE ( PP SECURE JOIST TO BOND BOARD 2" RING SHANK NAILS EVERY 3" EXISTING CONCRETE SLAB W/2 -16d RING SHANK NAILS ANGLED INTO FLOOR 6X6 10/10 WIRE MESH 2 X 4 SPF BOTTOM PLATE @ EACH JOIST FRAME OR FIBERMESH 2 X 4 P.T. SILL PLATE )�.---- 1/2" LAG SCREW 1/2" X 2-1/2" LAG SCREW INTO FLOOR 3/4" THROUGH BOLT JOIST w/ 2"X2"Xt/8" FENDER WASHER 4" COMPACTED 2" RING SHANK NAILS EVERY 3"� - - t SAND OR GRAVEL ANGLED INTO FLOOR 4 X 4 P.T. RUNNERS SIMPSON #NDSB CONNECTOR 4 X 4 P.T. RUNNERS 2 x 4 P.T. BOND BOARD SEE NOTE 4 FRAME, 1/2" FROM EDGE TOE NAIL FLOOR JOIST ---- 1;,----- ------------------ - - / 1/2" WEDGE ANCHOR BOLT TO RUNNERS LS EACH - - - - D - - 8" Min. to Sheathing JOISTS/ RUNNER INT INTERSECTION 72" O.C. 5' LONG 8" Min. TOE NAILFLOOR JOIST t0 TO RUNNERS W/2 -12d 30" SINGLE HELIX ANCHOR n �I2-12d (...or other approved fastener...) RING SHANK NAI @ Sheathing MODEL MTE-30 AS MED. C JOIST / RUNNER INTERSECTION BY TIEDOWN ENGINEER. ATLANTA, GA. - - - ,:r: �,..�, ;.. ;... WITH IN24'+/-OFCORNERS&72"+/-OCM (� �� - - -,-_ • ' - ORAS REQUIRED BYLOCALCODE .. a: .. - - - - - - - - 30 DEGREES TO VERTICAL IN THIS PLANE P) - . ` _ \ I - - - - -- NECESSARY _ \ PRESSURE TREATED WOOD SHIMS . PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN ' FOR LEVELING WHEN NECESSARY - _ - _ -=_- \® p -- __ 12" Minunwm TYPICAL MONOLITHIC SLAB i i I III -i --i� I -III III- L=- SECTION ALLAROUND - t - -III-III-III- -III-III- r 2"X12"X12" OR 8"x16"x4" - SOLID CONCRETE BLOCK = SEE NOTE 1 12" L_ @ 72" O.C. (TYP) @ EACH SKID \� NOTE: FOR EXTERIOR WALLS GREATER THAN & FLATWISE BLOCKING REQO @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS \\ EACH END. PANEL JOINT IN CENTER 1/3 OF WALL s MONOLITHIC CON RETE SLAB DETAIL T, `}WOOD FLOOR ON EXISTING CONCRETE SLAB DETAIL R WOOD FLOOR FOOTING DETAIL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ROOFING NOTES: 1 scALE:,"=''-D" 1 '', ' MONOLITHIC B FOOTING NOTES: WOOD FLOOR ON SLAB FOOTING NOTES: WOOD FLOOR FOOTING NOTES: 1. APPROVED SHINGLES INSTALLED 1. WHEN MONOLITHIC SLAB IS USED, THIS 1. WHEN FLOOR F AMING I USED. THIS 1. ALL MATERIALS AND LABOR SHALL MEET OR FLOOR FRAMING IS NOT REQUIRED MONOLITHIC S B IS NOT�QUIRED EXCEED APPLICABLE LOCAL CODES. PER MANUFACTURERS INSTRUCTION / 2 ALL MATERIALS AND LABOR SHALL MEET OR 4 NAILS PER SHINGLE EXCEED APPLICABLE LOCAL CODES. 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE 2. H CLIPS ARE USED BETWEEN PINE FIR OR EQUIVALENT EVERY RAFTER BETWEEN THE UPRER 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 12' WIDE GAMBREL ANY DEVIATION OR MODIFICATION 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX. QUANTITY REQUIRED 4 6 ; 8 10 Date 6/11/2012 i- Revision GENERAL NOTE REVISED, ALL NAIL NOTES P TO INCLUDE'RING SHANK% H2.5 UPDATED TO 6 2. LL MATERIA SAND LABOR $GALL MEET OR XCEED AP ICABLE LOCAL CQDES. 3. UNLESS O HERWISE SPECIFIED)OR SURPEFSEDED BY APPLI ABLE LOCAL CODES, MATERIAL T® BE 3000 PSI ONCRETE, A615 GRADE BO REBAR A36 A.B. MIN. REBAR LAP = 20". AND LOWER ROOF PANELS. 4. THIS NOLITHIC SLAB IS DESIGNED ORTbIE ! IS STRICTLY PROHIBITED / BAC ARD PRODUCTS, LLC 12' WIDE ( MSPIEL T THEA 5. IN THE EVENT OF A DIMENSIONAL OR BACKYARD A DEVIATION AND MODIFICATION 3. H CLIPS ARE NOT NEEDED A MATERIAL DISCREPANCY, NOTIFY BAC I STRICTLY PROHIBITED. I !- 5 HE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL ELBOWS OF THE RAFTERS PRODUCTS, LLC " BE TREATED FOR TERMITES PRIOR TO BUILDING INSTALLATION. C Ultimate Desig Wlr Speed (mph) Wind Exposure Nominal Design Will Speed (mph) Int. Pressure Coef. Risk Category © DESIGN 140 CRITERIA: FBC 6th Fir. Live Ld. / Wood (psf) Edition 36 (2017) Roof Live Load (psf) 36 Rev. A Date 6/11/2012 By DWW Revision GENERAL NOTE REVISED, ALL NAIL NOTES P TO INCLUDE'RING SHANK% H2.5 UPDATED TO 6 Roof Dead Load (psf) 6 B 2/23/2017 WBR ADDED PROSTRUCT FLOOR NOTES TO SET B Fir. Dead Ld. /Wood (psf) 42 Wall Dead Load (psf) 3 C 10/18/2017 JTB NEW EDITION NOTE i 1 �$ 108 Design WindPressure- psf) a On Openings (psf) 42 MATERIALS: Roof Sheathing: 7/16" Rated 24/0 0.55 omp.& lad. Design Pressure (psf) 1 Wall Sheathing: 3/8" Siding Rated 24/0 � VVV F�Ich6rei ,.KoZI.OWcz, i E. TO WHAM IT MYGQNQERN: FLORIDA-G[RE T GAMBREL THIS STRUCTURE IS BAC�AR® �7 13URNIE LANL'. - DESIGNED IN CONFORMANCE 21 W E i KSTON, MI -48346--. ' WITH SECTION 1609 OF THE PRODUCTS, LLC. _- • (248) 625-3362 FBC 6th EDITION (2017) * :-_ FLORIDA BUILDING CODE FOR •1- 4 --- SIZE AooREss owo sY. Ken Sutter �t P-181 n - (248)620-4515 FAX WIND LOADS. ( T > 1000 Ternes Dr. D Monroe, MI 48182 EolTs ev. Douglas Weekly JUN 29, 2015 'FLORIDA REG. # 31659 ti SCALE As Noted ( ) 1 of 1 734 242-6900 SHEET i epttr Dim- " ._ 12'-0" Base 16'-0" 20'-0" 24'-0' Gsibrel Style CLASSIC GAMBREL 12 -0" wide by: FLA (7'-0" Side Walls ONLY) LEGAL DESCRIPTION: 12 OF LOT 447, SECTION 0.1 SALTAIR, ACCORDING TO THE PLAT THEREOF AS R CORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIq RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: FRANCIS R. SCOBLICK AND JOSLYN WINTERS; POI TITLE, LLC; OLD REPUBLIC NATIONAL TITLE INSUR COMPANY; BANK OF ENGLAND, ITS SUCCESSORS ASSIGNS. PROPERTY ADDRESS: 260 BELVEDERE STREET ATLANTIC BEACH, FL 32233 COMMUNITY NUMBER: 120075 PANEL: 0409 SUFFIX: H FLOOD ZONE: X FIELD WORK: 1/8/2018 SURVEY NUMBER: 313023 SYMBOL DESCRIPTIONS: Fa pffi =CATCH BASIN --o--= MISC. FENCE = CENTERLINE ROAD 0 = PROPERTY CORNER ® =COVERED AREA E f = UTILITY BOX } XXX =EXISTING ELEVATION -d P- = UTILITY POLE = HYDRANT ®Wh = WATER METER Q = MANHOLE ® = WELL — — =METAL FENCE — — =WOOD FENCE ABBREVIATION DESCRIPTION: GENERAL NOTES :VEDRA CE D/OR 25 0 12.5 25 GRAPHIC SCALE (In Feet) 1 inch = ft. PAGE 1 OF I BOUNDARY SURVEY N rt wpm Co J SURVEY NOTES VE CROSSING OVER THE EAST PROPERTY LINE. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. x— 2.4'ON 1 00 a o o O Lu m cn Bill 100.00' 3.1' N w oa-o a zzO 0 o tY u-- l X 0.8'ON 7 190 �0n 20.5' 3.1' . v CENTERLINE CENTRAL / DELTA ANGLE I.D. IDENTIFICATION L LENGTH LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P.C. POINT OF CURVATURE P.C.C. POINT OF COMPOUND CURVE P -K PARKER KYLON NAIL P.R.C. POINT OF REVERSE CURVE PSM PROFESSIONAL SURVEYOR MAPPER P.T. POINT OF TANGENCY R RADIAL / RADIUS RIW RIGHT OF WAY GENERAL NOTES :VEDRA CE D/OR 25 0 12.5 25 GRAPHIC SCALE (In Feet) 1 inch = ft. PAGE 1 OF I BOUNDARY SURVEY N rt wpm Co J SURVEY NOTES VE CROSSING OVER THE EAST PROPERTY LINE. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. x— 2.4'ON 1 00 a o o O Lu m cn Bill 100.00' 3.1' N w oa-o a zzO 0 o tY u-- l X 0.8'ON 7 190 �0n 20.5' 3.1' . v v 25.1' 4.1' Z_ p 7.0'-- N � o JC14 �O� �U�sW co LL o6 � C7 ocn N rv-� W � iJ�Opw 25.4' Clo T /11.1'ON 100.00, =mco O F r- wz4t w pm 1) LEGAL DESCRIPTION PROVIDED BY OTHERS 6) DIMENSIONS SHOWN HEREON ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT 7) FENCE OWNERSHIP NOT DETERMINED SHOWN ON THE PLAT. 8)) ELEVATIONS, IF SHOWN, ARE BASED ON N.G.V.D. 1929 DATUM, UNLESS OTHERWISE NOTED. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS 0 OTHER IMPROVEMENTS WERE NOT LOCATED. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE 4 WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT Tjp BE USED TO RECONSTRUCT BOUNDARY LINES. RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES, DIMENSIONS SHALL I 5� ONLY VISIBLE ENCROACHMENTS ARE LOCATED. THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. O O Lo ti Iw25,0' o � LL BIW '13 1 �Iw i Ln I W i r1.4 Mw REVISIONS: Lu IIJ Ur� W w ZD Or- Lu �w�w of � of Co j >- or or�LU ]Q U)ofF- � U) 0 of z0�^� .T0, 2Q�¢o21 Yo�l uiF-z0� F I-wZ- �1=wzot a' F i