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Home My WebLink About119 W 19th St 15-2408 Shed�DCITY OF SANFORD BUILDING & FIRE PREVENTION k JUL B 7 2019 -PERMIT APPLICATION y3._r_ - �� 87 Application No: / O Documented Construction Value: $ 2S3 7 %8 Job Address: �1 W. 19 "4 S a' 52e7JOO rd J� 11J Historic District: Yes ❑ No ❑ Parcel ID: -S0 -SO 6 ap00 IV Lty ResidentiatEl"Commercial ❑ Type of Work: NewR Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: '9')e I O'S % Ec b U i 14- Q 051 Plan Review Contact Person: ri 8I' c kh4er ,A-Qp_ _n-� Phone:.32i-3.3Z,Z-07o Fax: q01 3S1—Tg98' Email: &Faikner (az- Property o Property Owner Information Name N; e b ole ;1 f vtJ Phone: q o 7- q13 —q (P30 Street: / I q W. 19 j44 5-f Resident of property? City, State Zip: s'- 1l1, 32771 I J Contractor Information Name t/� � Ag -5 or -.5 Phone: .?>' 5q- sq 1-3 Street: 172 In/, rog Fax: $A City, State Zip: i U l e 0 State License No.: CSC 3 2R $S6 Architect/Engineer Information Name: _C41* 2rd lC r %4i2i4'1 Cz/ Phone: Z!f jY (Z 5- 3; J k— Street: _ I ('e ?— C-7 (te a h uA4e L� Fax: Zu iv 7,v • l�� 0 City, St, Zip: e I ;Iu k N M t st 5 3; 4� E-mail: Bonding Company: Address: Mortgage Lender: Address: A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. rnn Inc T 01-11 L_ :____:L_a —1. L. a..a_ a __i:_ .: _ —3 aL_ _-.a_ :_ _*r__a -- -91L.-4 a a__ Clh ra:s: _ i -Int A6 Y U O m C3 m m oft rn CcO U Z - a 120" Z Lu Lum a q 238" CO OSB - I - Z O cc LL 238. 120" A EAVE ELEVATION w/ DOOR 1 SCALE: 3/8" = V-0" 23L 96" 120" H SIDE ELEVATION 1 SCALE: 3/8" = 1'-0" FIBERGLASS SHINGLES NS(nG�RONDECKIG w/4)14'OFIIG NAILS *** NOT INCLUDED WITH KIT *** 7/16" OSB Roof Deck 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 4. 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 2010 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 16 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE 16" Max. 1 8" To First Helix Anchor Screwed Into Floor Joist 11. 2 Typ. 2 x 4 SPF Gambrel 16 15 7 16 6" g" Gap 32 19/32 x 2-1/2" Smart Trim Typ. Vertical Door Trim 3/8" No Groove Corner Trim 1178, 19/32 x 2-1/2" Smart Trim Vertical Door Style T -Handle -L 718" 718" 1 x 3 Horizontal Door Rail 21 2 - 3/8" thick No Groove SmartSide TREATED 2 x 4 x Floor Framing 19/32" x 9-1 /9" Smart T Gambr( Horizon E 28" 28" 96" B FRONT ELEVATION w/ DOOR 1 SCALE: 3/8" = 1'-0" 9611— BACK 6"—BACK ELEVATION 1 SCALE: 3/8" = V-0" Door panel & trim 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS 24" • • n RAFTER SECTION 1 SCALE: 1'= 1'-0" 7 v A Crn...tn •. Secure door hingge board from nside using (6) 1" c'sink screws. typical both sides of doors. Shed panel Mount door hinge board using (3) 3" c'sink screws into framing. Typical both sides of doors. D DOOR INSTALL 1 SCALE: 3/8" = 1'-0" 1252" To Face Of Gambrel Trim 1214" To Face Of Gambrel Panel *** Gambrel Rafter *** 24" Flush To Wall Siding 2411 Typ. 24" 1 x 4 SPF Collar Tie 1" Siding Overhang Typ. 20"-- 56" Door Opening —,�— 20" 951615,. - E FRONT FRAMING W/o DOOR 1 SCALE: 3/8" = 1'-0' Simpson H2,5A Rafter to Stud w\ (8) 8d 1-1/2" Galy, Joist Nails I .r 4716" 7116' J 3 31" 2 Z 0 L 1 6816" 1-" 2 Stud 32' 1. ANCHORS Siding 72" O.C. OvTyp ng K RAFTER SECTION AS REQ'D "REFER TO FLOOR - 1 SCALE: 3/8" = V-0" DETAILS BELOW 21 24" TYP i 24 .. 48 1198" J SIDE FRAMING 1 SCALE: 3/8" = 1'-0" 'lf 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 2 x 4 SPF Gambrel Connector SECURE ROOF DECKING W/8d 2 x 4 P.T. JOISTS @ RING SHANK NAILS 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16" RING SHANK NAILS , @EACH JOIST 1 2411 2 x 4 SPF Rafter 2 x 4 P.T. BOND 16" TYP. BOARD (TYP) ... '—'-- �c SECURE BOND @ CORNERS w/ (3)7211 I I 24" o.c. 16d RING SHANK I I Typ. NAILS OSB OR CDX 120" 96" TREATED PLYWOOD ... EZ PANEL USED FOR UPLIFT I I NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP & 1255" DECKING TO FLOOR 8 & SHEAR CUPS NOT REQ. JOISTS w/ 8d RING SHANK NAILS @ 6" OC @ / \ / /r B I I 6816" SUPPORTS 6 4 x 4 P.T. 48" 11„ 2 RUNNERS (TYP) ... -� r DOOR 93" Treated Joists 96" 2 x 4 SPF Gambrel 16 15 7 16 6" g" Gap 32 19/32 x 2-1/2" Smart Trim Typ. Vertical Door Trim 3/8" No Groove Corner Trim 1178, 19/32 x 2-1/2" Smart Trim Vertical Door Style T -Handle -L 718" 718" 1 x 3 Horizontal Door Rail 21 2 - 3/8" thick No Groove SmartSide TREATED 2 x 4 x Floor Framing 19/32" x 9-1 /9" Smart T Gambr( Horizon E 28" 28" 96" B FRONT ELEVATION w/ DOOR 1 SCALE: 3/8" = 1'-0" 9611— BACK 6"—BACK ELEVATION 1 SCALE: 3/8" = V-0" Door panel & trim 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS 24" • • n RAFTER SECTION 1 SCALE: 1'= 1'-0" 7 v A Crn...tn •. Secure door hingge board from nside using (6) 1" c'sink screws. typical both sides of doors. Shed panel Mount door hinge board using (3) 3" c'sink screws into framing. Typical both sides of doors. D DOOR INSTALL 1 SCALE: 3/8" = 1'-0" 1252" To Face Of Gambrel Trim 1214" To Face Of Gambrel Panel *** Gambrel Rafter *** 24" Flush To Wall Siding 2411 Typ. 24" 1 x 4 SPF Collar Tie 1" Siding Overhang Typ. 20"-- 56" Door Opening —,�— 20" 951615,. - E FRONT FRAMING W/o DOOR 1 SCALE: 3/8" = 1'-0' Simpson H2,5A Rafter to Stud w\ (8) 8d 1-1/2" Galy, Joist Nails I .r 4716" 7116' J 3 31" 2 Z 0 L 1 6816" 1-" 2 Stud 32' 1. ANCHORS Siding 72" O.C. OvTyp ng K RAFTER SECTION AS REQ'D "REFER TO FLOOR - 1 SCALE: 3/8" = V-0" DETAILS BELOW 21 24" TYP i 24 .. 48 1198" J SIDE FRAMING 1 SCALE: 3/8" = 1'-0" 'lf 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 2 x 4 SPF Gambrel Connector SECURE ROOF DECKING W/8d 2 x 4 P.T. JOISTS @ RING SHANK NAILS 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16" RING SHANK NAILS , @EACH JOIST 1 2411 2 x 4 SPF Rafter 2 x 4 P.T. BOND 16" TYP. BOARD (TYP) ... '—'-- �c SECURE BOND @ CORNERS w/ (3)7211 I I 24" o.c. 16d RING SHANK I I Typ. NAILS L WOOD FLOOR FRAMING 1 SCALE: 3/8" = 1'-0" SEE FLOOR FOOTING DEATIL NAIL) (3 NAILS EACH RANTER) 7/16" OSB ROOF NEL I 24" DOOR 96" 98" NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE B' x 10' GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. M ROOF FRAMING 1 SCALE: 3/8" = V-0" 1 x 4 Pine Collar 35 R OSB OR CDX 120" 96" TREATED PLYWOOD ... EZ PANEL USED FOR UPLIFT SECURE FLOOR NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP & 1255" DECKING TO FLOOR 8 & SHEAR CUPS NOT REQ. JOISTS w/ 8d RING SHANK NAILS @ 6" OC @ 2 X 4 SPF BOTTOM PLATE EDGES &12"OC@ B INTERMEDIATE 6816" SUPPORTS 6 4 x 4 P.T. 48" 11„ 2 RUNNERS (TYP) ... -� TOE NAIL FLOOR 42 JOIST TO RUNNER 1 w/ (2) 16d RING 93" SHANK NAILS @ j EACH JOIST / 6X6 10/10 WIRE MESE RUNNER INTERSECTION L WOOD FLOOR FRAMING 1 SCALE: 3/8" = 1'-0" SEE FLOOR FOOTING DEATIL NAIL) (3 NAILS EACH RANTER) 7/16" OSB ROOF NEL I 24" DOOR 96" 98" NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE B' x 10' GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. M ROOF FRAMING 1 SCALE: 3/8" = V-0" 1 x 4 Pine Collar 35 R BACK FRAMING 1 SCALE: 3/8'= V-0" 19/32" x 3" Gambrel Horizontal Trim 3/8" thick No Gi Gambrel P 2 X 4 SPF Gan 2 x 4 SPF Gambrel Conr 3/8" OSB or EZ PANEL Gusset 14?4dE - /2 RING WITH NAILS Side Wall Line 2 x 4 SPF Top Plate 2 x 4 SPF Stud @ 24" O.C. 3/8" SmartSide - No Groove Secured With 8d Ring Shank Nails 5/8" thick Floor Sheathing 2 x 4 SPF Bottom Plate 2 x 4 TREATED Floor Frame n_ GAMBREL SECTION 1 SCALE: 1-1/2" = 1'-0" 5/8" OSB or COX TREATED PLYWOOD FLOOR DECK SECURE FLOOR DECKING TO FLOOR JOIST W/8d RING SHANK NAILS @6"O.C.@EDGES &12"DDC. @ INTERMEDIATE SUPPORTS 2 x 4 P.T. JOIST @ 16' O.C. SECURE JOIST TO BOND BOARD — W/2 -16d RING SHANK NAILS @ EACH JOIST 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d RING SHANK NAILS @ EACH JOIST/ RUNNER INTERSECTION PRESSURE TREATED WORD SHIMS FOR LEVELING WHEN NECESSARY NOTE: QUANTITY REQUIRED 96" 6 EZ PANEL USED FOR UPLIFT 10 NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP & M & SHEAR CUPS NOT REQ. 36 BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. 2 X 4 SPF BOTTOM PLATE EXCEPT @ OPENINGS B @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 6816" Roof Dead Load (psf) 6 2 X 4 P.T. SILL PLATE 11„ 2 Nominal Design Wind Speed (mph) 108 Stud 42 Wall Dead Load (psf) 3 2 X 4 SPF BOTTOM PLATE 93" Int. Pressure'Coef. 0.55 2' NAILS EVERY 3" 6X6 10/10 WIRE MESE MATERIALS: Roof Sheathing: 7/16" Rated 24/0 8"thick W.B. OR FIBERMESH 1 1/2" X 2-1/2' LAG SCREW INTO FLOOR JOIST Floor Decking W/ 2'X2"X1/8" FENDER WASHER 4" COMPACTED SAND OR GRAVEL B" Min. 32. 93" nail BACK FRAMING 1 SCALE: 3/8'= V-0" 19/32" x 3" Gambrel Horizontal Trim 3/8" thick No Gi Gambrel P 2 X 4 SPF Gan 2 x 4 SPF Gambrel Conr 3/8" OSB or EZ PANEL Gusset 14?4dE - /2 RING WITH NAILS Side Wall Line 2 x 4 SPF Top Plate 2 x 4 SPF Stud @ 24" O.C. 3/8" SmartSide - No Groove Secured With 8d Ring Shank Nails 5/8" thick Floor Sheathing 2 x 4 SPF Bottom Plate 2 x 4 TREATED Floor Frame n_ GAMBREL SECTION 1 SCALE: 1-1/2" = 1'-0" 5/8" OSB or COX TREATED PLYWOOD FLOOR DECK SECURE FLOOR DECKING TO FLOOR JOIST W/8d RING SHANK NAILS @6"O.C.@EDGES &12"DDC. @ INTERMEDIATE SUPPORTS 2 x 4 P.T. JOIST @ 16' O.C. SECURE JOIST TO BOND BOARD — W/2 -16d RING SHANK NAILS @ EACH JOIST 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d RING SHANK NAILS @ EACH JOIST/ RUNNER INTERSECTION PRESSURE TREATED WORD SHIMS FOR LEVELING WHEN NECESSARY NOTE: QUANTITY REQUIRED SHEATHING GRADE 3/8" EZ PANEL 6 EZ PANEL USED FOR UPLIFT 10 NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP & M & SHEAR CUPS NOT REQ. 36 BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. 2 X 4 SPF BOTTOM PLATE EXCEPT @ OPENINGS B @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS Roof Dead Load (psf) 6 2 X 4 P.T. SILL PLATE @ SIDE BY SIDE Nominal Design Wind Speed (mph) 108 2 X 4 SPF STUD @ 24" D.C. 42 Wall Dead Load (psf) 3 2 X 4 SPF BOTTOM PLATE 4" CONCRETE Int. Pressure'Coef. 0.55 2' NAILS EVERY 3" 6X6 10/10 WIRE MESE MATERIALS: Roof Sheathing: 7/16" Rated 24/0 ANGLED INTO FLOOR FRAME OR FIBERMESH 1 1/2" X 2-1/2' LAG SCREW INTO FLOOR JOIST Wall Sheathing: 3/8" Siding Rated 24/0 W/ 2'X2"X1/8" FENDER WASHER 4" COMPACTED SAND OR GRAVEL B" Min. 2 x 4 P.T. BOND BOARD SEE NOTE 4 to 30" SINGLE HELIX ANCHOR Sheathing MODEL MTE-30 AS MFD. BY TIEDOWN ENGINEER. ATLANTA, GA. • •7 •:�° a•:rr.•''•y:'�,,' WITH IN24"+/-OFCORNERS &72"+/ -OC MAX. 'r'"•� •'��` ORAS REQUIRED BY LOCAL CODE - 30 DEGREES TO VERTICAL IN THIS PLANE (TYP) 2"X12°X12"OR8"x16'z4" SOLID CONCRETE BLOCK I_ @ 72' O.C. QYP) @ EACH,, SKID NOTE: FOR EXTERIOR WALLS GREATER THAN B' FLATWISE BLOCKING REQ'D @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS EACH END. PANEL JOINT 1 3 OF WALL I WO FLOOR FOOTING DETAIL 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX, QUANTITY REQUIRED 4 6 8 10 Flr. Live Ld. / Wood (PA36 M Roof Live Load (psf) 36 SCALE: 1" = V-0" i 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 BE NO. 2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE j BACKYARD PRODUCTS, LLC 10' x 8' GAMBREL ANY DEVIATION OR MODIFICATION i IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. i ROOFING NOTES: 1. APPROVED SHINGLES INSTALLED PER MANUFACTURERS INSTRUCTION / 4 NAILS PER SHINGLE 2. H CLIPS ARE USED BETWEEN EVERY RAFTER BETWEEN THE UPPER AND LOWER ROOF PANELS. DESIGN CRITERIA: 2014 FBC 5th Edition Rev. Date Ultimate Design Wind Speed (mph) 140 Flr. Live Ld. / Wood (PA36 Roof Live Load (psf) 36 2 X 4 SPF BOTTOM PLATE Wind Exposure B Flr. Dead Ld. / Wood (psf) 6 Roof Dead Load (psf) 6 2 X 4 P.T. SILL PLATE 1/2" LAG SCREW Nominal Design Wind Speed (mph) 108 Design In Pressure On Openings (psf) 42 Wall Dead Load (psf) 3 2' RING SHANK NAILS EVERY 3° ANGLED INTO FLOOR FRAME 4 X 4 P.T. RUNNERS Int. Pressure'Coef. 0.55 Comp. lad. Design pressure (psf) 42 MATERIALS: Roof Sheathing: 7/16" Rated 24/0 TO RUNNERS W/2 -12d RING SHANK NAILS @ EACH JOIST/ 8' Min to Sheathing Risk Category 1 Wall Sheathing: 3/8" Siding Rated 24/0 3/8" OSB or EZ PANEL Gusset GLUED &NAILED with (14) 4d 1-1/2" Ring Shank Nails 2 x 4 Gambrel Connector * Used As A Nailing Surface For Gambrel Panels 1 -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter 2 x 6 -1/2 SPF Doubler 2 x 4 SPF Stud 7116' Siding 3/8" SmartSide No Groove 2 x 4 SPF Bottom Plate 2 x 4 Treated Floor Framing 964" Overall 96" qn24" n L L 120" 1204" I Overall 20 �`-- Door5611 Opening 2011-4 CG1 STUD LOCATIONS 1 SCALE: 3/8" = V-0" SHEATHING GRADE 3/8" EZ PANEL NAILED W/8d RING SHANK NAILS @ 6° O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. NOTE: @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24' O.C. & SHEAR CUPS NOT REQ. 1XCORD COPY SHEATHING GRADE 3/8" EZ PANEL NOTE: NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP & BOTTOM EZ PANEL USED FOR UPLIFT EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. & SHEAR CLIPS NOT REQ. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) EXCEPT @ OPENINGS EXCEPT @ OPENINGS RUNN IN 0/8• WEDGE ANCHOR BOLT 72" O.C. B-1/2° LONG 2 x 4 P.T. JOISTS @ 16" O.C. 2 X 4 SPF STUD @ 24" O.C. (...or other approved fastener...) 2 X 4 SPF BOTTOM PLATE 2 X 4 SPF BOTTOM PLATE EXISTING CONCRETE SLAB 2 X 4 P.T. SILL PLATE 1/2" LAG SCREW 3/4" THROUGH BOLT 2' RING SHANK NAILS EVERY 3° ANGLED INTO FLOOR FRAME 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST SIMPSON #NDSB CONNECTOR TO RUNNERS W/2 -12d RING SHANK NAILS @ EACH JOIST/ 8' Min to Sheathing 5/8" WEDGE ANCHOR BOLT 72" O.C. 8-1/2° LONG (...or other approved fastener...) 21 Q ----� ------ --�, ER TERSECTION . IN b\1jr\ \\\ D L d ••. PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN NECESSARY III—III—III- \\� D / 12° Minimium I=III TYPICAL MONOLITHIC SLAB - — I (—I I III—III—III=III—III—III—III III=III—III- SECTION ALL AROUND -III— - SEE NOTE 1 �, REVIEWED FOR CODE COMPLIANCE -� —"' " _III-III—III—III=I I—I I I=I = I =/n 12° —= = I =III= 1=1—I v\LD t PLANS EXAMINER SAN �• jam• /� D-f��'.O x., DATE 4 R- ' MONOLITHIC CONCRETE _SLAB DETAILQ WOOD FLOOR ON EXISTING SLAB DETAIL SCALE: 1" = 1'-0" t� SCALE: 1" = V-0" MONOLITHIC SLAB FOOTING NOTES: CONSTRUCTION NOTES: WOOD FLOOR ON EXISTING 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. 2. ALL MATERIALS AND LABOR SHALL MEET OR 2. ALL HORZ. JOINTS SHALL OCCUR OVER EXCEED APPLICABLE LOCAL CODES. FRAMING. FLATWISE BLOCKING SHALL BE USED AT ALL HORZ. PANEL JOINTS. � s�� s� �� DIVISION3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED 3. PANELS SHALL BE ATTACHED TO BOTTOM BY APPLICABLE LOCAL CODES, MATERIAL TO BE PLATES & TOP PLATES. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 3000 PSI CONCRETE, A615 GRADE 60 REBAR, LOWEST PLATE SHALL BE LICENSE TO PROCEED WITH THE WORK AND P40TAS A36 A.B., MIN. REBAR LAP = 20". ATTACHED TO FOUNDATION (OR BOND AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET BEAM) W/ RING SHANK NAILS OR CONNECTORS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE OF SUFFICIENT CAPACITY TO RESIST THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT BACKYARD PRODUCTS, LLC 10'x 8' Gambrel UPLIFT DEVELOPED IN THE PLYWOOD THE BUILDING OFFICIAL FROM THEREAFTER ANY DEVIATION AND MODIFICATION SHEATHED WALLS. REQUIRING A CORRECTION OF ERRORS IN PLANS, IS STRICTLY PROHIBITED. 4. WHERE WINDOWS & DOORS INTERUPT CONSTRUCTION OR VIOLATIONS OF THIS CODE PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. By Revision Koz yVIiICZ, i T VOM IT MY CONCERN: / P •E• (THIS STRUCTURE IS_FLORIDA VALUE 'IE LANE DESIGNED I CONFORMANCET .V, MI -48346- WITH SECTION 1609 OF THEGAMBREL 2014 FBC 5TH EDITION [Richard ` (248) 625-3362 FLORIDA BUILDING CODE FOR (248) 620-4515 FAX WIND LOADS. ARE ADDRESSowoBY. Bill Brown u tR w n m + _ 1000 Tees Dr. FLORIDA REG. # 31659 D Monroe, MI 48162 ears BY.Jeff Day Juily 14, 2015 SCALE As Noted (734) 242-6900 S Eu 1 Of 1