Loading...
463 IREX RD - SHED DRAWINGSs a MAP SHOUTING BOUNDARY SURVEY OF LOT 18, BLOCK, 10. REFLAT OF FART OF ROYAL_ Ltd5 U1417 T'~10 — A, AS F rCIRDED IN FLAT 6000 31, PAGES 16 THP.OUCH 16—D, OF THE CURFt it PUELIC RECORDS OF DLI,+;,L CUUW f, FLOP.IDA, , Ef . TIFIM TO: .JAU•;SC4-t E. FUHY Lt ADRIAN IE G. RUST SE'APICH SAW -.-I IO TFUST COMPAN-Y. ISA0,4 POPITE E"E ERA TITLE. LLQ' FIRST AMERICAN TITLE INSURANCE COMPANY LOT 10 BLOCK is --------_._ S SC -------;; 1, .. 11 as %LCCCI : 10 LOT 4 BLOCY 10 16f021" E 80.65' (F! Aj), 6104,', E -- 8Q.78 MEASURED) - - - - - - - -`- �aT_ , .. __. '_. — — — -- !_rt —TQn4.— — itr:lNC— 1.()7 18; f ! BLOCK 10 _ aFc G 01 =TORY ' snPf..ar posTEC! •lu3 Li � ,', • , L0 7 co �� 4z I �• r �� �i-- e c_--cip N 0719'37" V" U 071F -:*02" 1,'1 4: C&I.ErLo RIT47 34-r 80,62' (MEASURED) BM5' (PL= ;) 0 0 r a, to if i 4m m En )REX ROQ CQ LEGEND: '.EIr,.'.` 4'.'. Iueate rC .. ^ii C: C.t?!1T •1 �� ••• .rtNle �L, fc is 6t ie^ty + i Fr F yi •t iAy'TriLa tuv r fi F vt'. r?i .foil 4 ';E--Tr-r CC ---.fir i : Ray Thompson SURNE'Y"ING, tnc- i it 'int7:tl . DIST NI F i3!' Vot,1 bI3 Phil r Flo.: 1, c t t:; Tz1 PONTE VE DR47ITLE, L. L.C. SIC riLLI— tIOTCS- i, b--,-RNC-3 An_ &._0 cit i iEFt AT Wi ,7E= OILC CHAR„_ 1H.+' 'i iNt t aiNi4tf fiY.».rit�sttwt tiiti: ..,J Ytc•::,LL J u:Et T N A"m '�SF�;L 2',A .;;,, : �i F4R71! G' t.: i1r1+EiA Of Q^�Ir t -t.: '' 7LV CN -17 7HE ^kAI1�I:Fi t '.'1(15 tf£ ht illy: FLtiGi Z'etE F '` ` t lf;f. Al+r. a+•'P v+ r_nr,Fit*-...,s?-6. TlGranA AZ; �-01 Gol rHE T.alllN..L F(.C'-"D I+iSUBAnCs' YA.p,; v •.. a { -_•+: t.. __.. v 4�4 tra•ZZR ,IE:• ,7a t Ari' i9E3, [C•C4► 'ILY FA"rr, iit:vB(•R; nV47S mal -a LZCIS ALL EA`.,4"UHir Qr IM -1 E+S W4,Y A-1 PER RECQh--Mi rt.• ! � n CGNI!IN ENT rMT1NMt 2) ( J,x, i ClRlElia65C W44iii. HQ m7 T - r,.it Tilt tCAir^ t OA + Eti Palr0pu D SY THE 01JE- room t or a U : t1GlRltt% ' tn. s Tt i. Ut+Y' I)i V. r rAiIK41 AN AUIf .`SiiUITIM ELECiRZIAC ;! PlAISJ i� �Ss�51EitLp LL: TRMS:IK`t (,U ,-. iEJtL 7469 D Ui t,} LOT 19 81-00, 10 a a'^ 4: C&I.ErLo RIT47 34-r 80,62' (MEASURED) BM5' (PL= ;) 0 0 r a, to if i 4m m En )REX ROQ CQ LEGEND: '.EIr,.'.` 4'.'. Iueate rC .. ^ii C: C.t?!1T •1 �� ••• .rtNle �L, fc is 6t ie^ty + i Fr F yi •t iAy'TriLa tuv r fi F vt'. r?i .foil 4 ';E--Tr-r CC ---.fir i : Ray Thompson SURNE'Y"ING, tnc- i it 'int7:tl . DIST NI F i3!' Vot,1 bI3 Phil r Flo.: 1, c t t:; Tz1 PONTE VE DR47ITLE, L. L.C. SIC riLLI— tIOTCS- i, b--,-RNC-3 An_ &._0 cit i iEFt AT Wi ,7E= OILC CHAR„_ 1H.+' 'i iNt t aiNi4tf fiY.».rit�sttwt tiiti: ..,J Ytc•::,LL J u:Et T N A"m '�SF�;L 2',A .;;,, : �i F4R71! G' t.: i1r1+EiA Of Q^�Ir t -t.: '' 7LV CN -17 7HE ^kAI1�I:Fi t '.'1(15 tf£ ht illy: FLtiGi Z'etE F '` ` t lf;f. Al+r. a+•'P v+ r_nr,Fit*-...,s?-6. TlGranA AZ; �-01 Gol rHE T.alllN..L F(.C'-"D I+iSUBAnCs' YA.p,; v •.. a { -_•+: t.. __.. v 4�4 tra•ZZR ,IE:• ,7a t Ari' i9E3, [C•C4► 'ILY FA"rr, iit:vB(•R; nV47S mal -a LZCIS ALL EA`.,4"UHir Qr IM -1 E+S W4,Y A-1 PER RECQh--Mi rt.• ! � n CGNI!IN ENT rMT1NMt 2) ( J,x, i ClRlElia65C W44iii. HQ m7 T - r,.it Tilt tCAir^ t OA + Eti Palr0pu D SY THE 01JE- room t or a U : t1GlRltt% ' tn. s Tt i. Ut+Y' I)i V. r rAiIK41 AN AUIf .`SiiUITIM ELECiRZIAC ;! PlAISJ i� �Ss�51EitLp LL: TRMS:IK`t (,U ,-. iEJtL 7469 FIBERGLASS SHINGLES SFC;t1RE SHINGLES TO ROOF w/ (4) 1-1/4" ROOFING NAILS INCLUDED WITH KIT *** ( 1162' - L Q EAVE ELEVATION w/ DOOR 1 SCALE: 3/8" = 1'-0" 96 24 1162" EAVE ELEVATION w/o DOOR 1 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 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 2017 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 O6. IF USING THE LP PROSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST SPACING MUST GO TO 12" O.C. Y / 16" O O 48" ose 48" ose I I 1 I 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16d 5 28.. ED 228 H2.5A Flush T( 0 I ,6" cr SECURE FLOOR DECKING Typ. m W/8d RING SHANK NAILS od @ 6" O.C. @ EDGES & 12" O.C. Rev. A 0 96" 2 x 4 P.T. JOIST @ 16" O.C. X SECURE JOIST TO BOND BOARD - FLORIDA VALUE O i @ EACH JOIST S 4 X 4 P.T. RUNNERS i TOE NAIL FLOOR JOIST SECTION TO RUNNERS W/2 -12d RING Z 96" B Q OSB PRESSURE TREATED WOOD SHIMS _ FOR LEVELING WHEN NECESSARY B 3/23/2016 JD H FBC 6th EDmoNCODE PRODUCTS, LLC - FLORIDA BUILDING CODE FOR y 68" Design Wind Pressure Q 1162' w CONCRETE SLAB NOTES (248) 620-4515 FAX Z s� noonFss DwGeY Edward Holmes �iaehg« 1000Temes Dr. 108On Openings (psf) 42 ix LU 2/23/2017 WBR ADDED PROSTRUCT FLOOR NOTES TO SET FLORIDA REG. # 31659 C w 0.55 C m MATERIALS: Z Q scAix As Noted (734) 242-69W sH- 1 of 1 O._ Pressure (psf) 221" (n 221„ 4 Siding Overhang TYP KS NEW BLOCK NOTE O 01- i„ Roof Sheathing: 7/16" Rated 24/0 OSB 1 42 16" Max. To First Helix Anchor Screwed Into Floor Joist 6" OSB Rooi 4 SPF Gable x 3 Fascia T I Vertical Dol /8" No Groo\ :,orner Trim Vertical Dool T -Handle Horizontal D thick No Gr SmartSide TREATED 4 x Floor Fre \ / \ TYP. 2 x 4 P.T. JOISTS @ 48" ose 48" ose I I 1 I 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16d \ / \ TYP. 2 X 4 SPF Gable Trim I 228„ 1 5/8" OSB Door Hea+2 I , 1 I I I I I 1 I 2 x 6 SPF Doubler 5 28.. I 228 H2.5A Flush T( I or PROSTRUCT FLOOR DI CK @) SECURE FLOOR DECKING I I TO FLOOR JOIST W/8d RING SHANK NAILS Tie @ 6" O.C. @ EDGES & 12" O.C. Rev. A 214' 96" 2 x 4 P.T. JOIST @ 16" O.C. 11 I 93" L Treated Joists © WOOD FLOOR FRAMING 1 SCALE: 3/8" = V-0" RING SHANK NAILS @ EACH JOIST 2 x 4 P.T. BOND BOARD (TYP) ... SECURE BOND @ CORNERS w/ (3) 16d RING SHANK NAILS OSB OR CDX TREATED PLYWOOD OR PROSTRUCT OSECURE FLOOR DECKING TO FLOOR JOISTS w/ 8d RING SHANK NAILS @ 6" OC @ EDGES & 12" OC @ INTERMEDIATE SUPPORTS 4 x 4 P.T. RUNNERS (TYP) ... TOE NAIL FLOOR JOIST TO RUNNER 1 w/ (2) 16d RING SHANK NAILS @ % EACH JOIST / RUNNER _ INTERSECTION SEE FLOOR FOOTING DEATIL rb­� RIGHT GABLE ELEVATION 1 SCALE: 3/8" = V-0" Door panel & trim 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH ( 4) 4d 1-1/2" RING SHANK NAILS 24" ;Z-1 6" • • • • CRAFTER SECTION 1 SCALE: 1" = 1'-0" Secure door hinge 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" 1 x 4 Pine I 9[r LEFT GABLE ELEVATION w/o DOOR SCALE: 3/8" = V-0" 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 Gable Connector SECURE ROOF DECKING W/8d RING SHANK NAILS 3/8" thick No Groove) Gable Panel 1 I 2 X 4 SPF Gable Trim I 228„ 1 5/8" OSB Door Hea+2 I , 1 I x 4 SPF Gable Connector I I 1 I 2 x 6 SPF Doubler i 1 24" o.c. I TYP. i I i I 1161" I i I 13/8" OSB or EZ PANEL Gusset 121 I GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS or o 14 COLLAR TIE Sid W II L C) 1 I TO RAF RS COLLAR RING�HANjC 1 e a Li I NAILS ( NAILS EACH RA ER) I I 2 x 4 SPF Top PI �te 2 x 4 SPF Rafter 1, Roof Line i 1 I If/ 2 x 4 SPF Stud I I @ 24" O.C. 7/16" OSB ROOF PA L I i 228' 3/8" SmartSide - No (Groove I 1 Secured With 8d Ring Shank Nails NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE 10'x 8' GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 964' 1044" ROOF FRAMING 1 SCALE: 3/8" = V-0" *** Gable Rafter *** Flush To Wall Siding 32' - ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR " DETAILS BELOW Simpson H2.5A Rafter to Stud w/ (8) 8d 1-1/2" Galy. Joist Nails HEAVE SIDE FRAMING w/o DOOR SCALE: 3/8" = 1'-0" l V2 121" To Face Of Gable Trim 4 96" Q GABLE 118" To Face Of Gable Panels 1 *** Gat 5 28.. 24" TYP _ 4 _ Imo- 228 H2.5A Flush T( 1 x 4 SPF or PROSTRUCT FLOOR DI CK @) SECURE FLOOR DECKING Collar TO FLOOR JOIST W/8d RING SHANK NAILS Tie @ 6" O.C. @ EDGES & 12" O.C. Rev. A 214' 96" 2 x 4 P.T. JOIST @ 16" O.C. r.jethiK��'LI� frxTHIS i SECURE JOIST TO BOND BOARD - FLORIDA VALUE W/2 -16d RING SHANK NAILS i @ EACH JOIST ' 4 X 4 P.T. RUNNERS i TOE NAIL FLOOR JOIST SECTION TO RUNNERS W/2 -12d RING 664" SHANK NAILS @ EACH JOIST/ B 424" 6 PRESSURE TREATED WOOD SHIMS _ FOR LEVELING WHEN NECESSARY B 3/23/2016 JD ADDED TERMITE TREATMENT NOTES TO MONOLITHIC (248) 625 82 FBC 6th EDmoNCODE PRODUCTS, LLC - FLORIDA BUILDING CODE FOR y 68" Design Wind Pressure CONCRETE SLAB NOTES (248) 620-4515 FAX Stud s� noonFss DwGeY Edward Holmes �iaehg« 1000Temes Dr. 108On Openings (psf) 42 Wall Dead Load (PSfl 3 C 2/23/2017 WBR ADDED PROSTRUCT FLOOR NOTES TO SET FLORIDA REG. # 31659 a- " D Monroe, MI 48162 EDisaY Jeff Day August 21, 2015 0.55 omp. Clad. Design 42 MATERIALS: scAix As Noted (734) 242-69W sH- 1 of 1 Pressure (psf) 221" T 411 YP 116 ;" 221„ 4 Siding Overhang TYP HEAVE SIDE FRAMING w/o DOOR SCALE: 3/8" = 1'-0" l V2 93" _-� 4 96" Q GABLE FRAMING 1 SCALE: 3/8" = 1'-0" ED DESIGN ERIA: FBC 6th Edition (2017) 5/8" OSB or COX TREATER PLYWOOD or PROSTRUCT FLOOR DI CK @) SECURE FLOOR DECKING TO FLOOR JOIST W/8d RING SHANK NAILS 36 @ 6" O.C. @ EDGES & 12" O.C. Rev. A CD INTERMEDIATE SUPPOI ITS By EH 2 x 4 P.T. JOIST @ 16" O.C. r.jethiK��'LI� frxTHIS i SECURE JOIST TO BOND BOARD - FLORIDA VALUE W/2 -16d RING SHANK NAILS i @ EACH JOIST ' 4 X 4 P.T. RUNNERS i TOE NAIL FLOOR JOIST SECTION TO RUNNERS W/2 -12d RING IN CONFORMANCE rBAICKYARDRAFTER WITH SECTION 1609 OF THETACKROOM SHANK NAILS @ EACH JOIST/ B RUNNER INTERSECTION 6 PRESSURE TREATED WOOD SHIMS _ FOR LEVELING WHEN NECESSARY 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 x 3 Pine Fascia 2 x 6 -1/2 SPF Doubler 2 x 4 SPF Stud 3/8" SmartSide F No Groove Z O c[ LL 2 x 4 SPF Bottom Plate 2 x 4 Treated Floor Framing NOTE: EZ PANEL USED FOR UPUFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS OWN le Rafter *** Wall Siding c Z O lS CD w X w CA (CD Q � O � (Q � 2 8 EndOf2x6 ��224" Doubler Should Be Flush With Outside Face Of The Siding 31- 41 Simpson H2.5A Rafter to Stud w/ (8) 8d 1-1/2" Galy. Joist Nails 121" To Face Of Gable Trim 118" To Face Of Gable Panels 24 Typ 228, H2.5A 1 x 4 SPF 1v rn Collar % _ Tie `� v 96" O 214" � H U) 56" LL - 29" 802" 32, Simpson LSTA9 Stud to Top Plate with (8) 8d Galy, 1-1/2" Joist Notes - 17" 68„ Stud Simpson SP4 w/ 6-8d 1-1/2" Galv. Joist Nails LA Or Equiv. For Up To 735# Uplift 14" 4- 182' - 152' 1" Siding 48" 56" Door Opening 122, Overhang Typ. 1162' EAVE SIDE FRAMING with DOOR 1 SCALE: 3/8" = 1'-0" COMMUNITY DEVELOPMENT APPROVED 1 x 4 Pine Collar Tie 5/8" OSB Door Header 2x4SPF Top f 2 x 6 SPF Doubler 2x4SPF; QRAFTER SECTION 1 SCALE: 3/8" = 1'-0" 1174" Overall 1162' 224" T4 �1„ �- YP• �y '� 4 96" 964" Overall .� �Dr -'III 214" 162" 152' 12 Opening ' L' STUD LOCATIONS 1 SCALE: 3/8" = 1'-0" n / SHEATHING GRADE 3/8" EZ PANEL SHEATHING GRADE 3/8" EZ PANEL NAILED ED RING SHANK NAILS @ 6' O.C. ON ALL SEAMS &TOP & NAILED W/od RING SHANK NAILS @ 6" O.C. TOP & BOTTOM BOTTOM EDGE (TOP &BOTTOM OF OPENINGS) & 12" O.C. EDGE (T - P & BOTTOM OF OPENINGS) & 12" O.C. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS @ INT MEDIATE SUPPORTS. @ SIDE BY SIDE NOTE: (FO HEARWALL VALUE) 2 X 4 SPF STUD @ 24" O.C. PANEL USED FOR UPUFT L_ SHEAR CLIPS NOT REQ. 2 4 SPF STUD @ 24" O.C. 2 X 4 SPF BOTTOM PLATE J 4" CONCRETE / CEPT @ OPENINGS /2" WEDGE ANCHOR BOLT 72" D.C. 8-1/2" LONG 2 x 4 P.T. JOISTS @O.C. 2" NAILS EVERY 3" (...or other approved fastener...) ANGLED INTO FLOOR FRAME 6X6 70/10 WIRE MESH OR FIBERMESH 2 X 4 SPF BOTTOM PLATE EXISTING CONCRETES B 1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST 2 X 4 P.T. SILL PLATE W/ 2"X2"X1/8" FENDER WASHER 4' COMPACTED 2 x 4 P.T. BOND BOARD J SAND OR GRAVEL 2" RING SHANK NAILS EVERY 3" 4 X 4 P.T. RUNNERS 8" Min. SEE NOTE 4 ANGLED INTO FLOOR FRAME �- TOE NAIL FLOOR JOIST to M SINGLE HELIX ANCHOR 41 TO RUNNERS W/2 -12d RING - Sheathing MODEL OWNMTE-30EAS MED. l SHANK NAILS @ EACH JOIST/ BYTIEDOWN ENGINEER. ATLANTA, GA. _ _ - - - _ _ �_ _ _ _ _ _ 8 Min. to Sheathing RUNNER INTERSECTION „ WITH IN 16" +/- OF CORNERS & 72" +/- OC MAX. p OR AS REQUIRED BY LOCAL CODE _ 30 DEGREES TO VERTICAL IN THIS PLANE (TYP) �� \ t OUSE MINIMUM 2' THICK SOLID CONCRETE BLOCK @ 72" O.C. (TYP) @ EACH SKID I 5/8" thick Floor Sheathing I i i 2 x 4 SPF Bottom Plate I 2 x 4 TREATED Floor Frame N GABLE SECTION SCALE: 1-1/2" = 1'-0" NOTE: FOR EXTERIOR WALLS GREATER THAN 8' FLATWISE BLOCKING REO'D @ PANEL JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS 30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD. WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX. QUANTITY REQUIRED 4 8 10 �6/ 'Y 12" Minimium TYPICAL MONOLITHIC SLAB p - SECTION ALL AROUND SEE NOTE 1 NOTE: EZ PANEL USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT @ OPENINGS l SHEATHING GRADE 3/8" EZ PANEL NAILED W/Bd RING SHANK NAILS @ 6" O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 2 X 4 SPF STUD @ 24" O.C. 2 X 4 SPF BOTTOM PLATE 1/2" LAG SCREW 3/4" THROUGH BOLT SIMPSON #HD5B CONNECTOR 1/2" WEDGE ANCHOR BOLT 72" O.C. 5" LONG • (...or other approved fastener...) • % CA PRESSURE TREATED WOOD SHIMS _ FOR LEVELING WHEN NECESSARY EACH END. PANEL JOINT IN CENTER 1/3 OF WALL i o WOOD FLOOR FOOTING DETAIL P MONOLITHIC CONCRETE SLAB DETAIL a WOOD FLOOR O EXISTING SLAB DETAIL r �1 SCALE: 1" -I SCALE: 1" = V-0" \, 1 SCALE: 1" = 1'-0" WOOD FLOOR FOOTING NOTES: //MONOLITHIC SLAB FOOTING NOTES: CONSTRUCTION NO S: WOOD FLOOR ON EXIS G SLAB FOOTING NOTES: 1. WHEN MONOLITHIC SLAB IS USED, THIS 1. #iEN FLOOR FRAMING IS USED. THIS 1. PLYWOOD PANELS SHA BE INSTALLED 1. ALL MATERIALS AND LAB R SHALL MEET OR FLOOR FRAMING IS NOT REQUIRED MONOLITHIC SLAB IS NOT REQUIRED W/ FACE GRAIN PARAL L TO STUDS. EXCEED APPLICABLE LOC CODES. 2. ALL MATERIALS AND LABOR SHALL MEET OR ROOFING NOTES: 2. ALL HORZ. JOINTS S ALL OCCUR OVER EXCEED APPLICABLE LOCAL CODES. 2/ALL MATERIALS AND LABOR SHALL MEET OR FRAMING. JOIN SE BLOCKING SHALL 1. APPROVED SHINGLES INSTALLED EXCEED APPLICABLE LOCAL CODES. BE USED AT ALL HORZ. PANEL JOINTS. 3. ALL LUMBER Q IV NO. 2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION / 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED PINE FIR OR EQUIVALENT 4 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3. PANELS SHALL BE ATTACHED TO BOTTOM 4. THIS FLOOR FRAMING PLAN IS FOR THE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, PLATES & TOP PLATES. LOWEST PLATE SHALL BE BACKYARD PRODUCTS, LLC 10' x & GABLE 2. H CLIPS ARE USED BETWEEN A36 A.B., MIN. REBAR LAP = 20". \ ATTACHED TO FOUNDATION (OR BOND ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER , BEAM) W/ RING SHANK NAILS OR CONNECTORS IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE \ OF SUFFICIENT CAPACITY TO RESIST THE f BACKYARD PRODUCTS, LLC 10' x & GABLE UPLIFT DEVELOPED IN THE PLYWOOD 5. IN THE EVENT OF A DIMENSIONAL OR i ANY DEVIATION AND MODIFICATION SHEATHED WALLS. MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. ultimate Design Win Speed (mph) Wind Exposure Nominal Design Win Speed (mph) Int. Pressure Coef. Risk Category IS STRICTLY PROHIBITED. 4' WHERE WINDOWS & DOORS INTERUPT 5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL PLYWOOD SHEATHING, FRAMING ANCHORS — BE TREATED FOR TERMITES PRIOR TO BUILDING OR CONNECTORS SHALL BE USED TO INSTALLATION. \\N 44ESIST THE APPROPRIATE UPLIFT LOADS. - t - ED DESIGN ERIA: FBC 6th Edition (2017) Flr. Live Ld. /Wood (psf) 36 Roof Live Load (psf) 36 Rev. A Date 10/31/2012 By EH R@VISIOn CHANGED ALL REFERENCES TO TRUSS T r.jethiK��'LI� frxTHIS i TO WHOM IT MY CONCERN: STRUCTURE IS140 DESIGNED FLORIDA VALUE SECTION �RR�7a�� IN CONFORMANCE rBAICKYARDRAFTER WITH SECTION 1609 OF THETACKROOM B Flr. Dead Ld. / Wood / sf) (p '/ 6 Roof Dead Load (psf) 6 B 3/23/2016 JD ADDED TERMITE TREATMENT NOTES TO MONOLITHIC (248) 625 82 FBC 6th EDmoNCODE PRODUCTS, LLC - FLORIDA BUILDING CODE FOR y Design Wind Pressure CONCRETE SLAB NOTES (248) 620-4515 FAX S^". 1=7 Yk WIND LOADS. s� noonFss DwGeY Edward Holmes �iaehg« 1000Temes Dr. 108On Openings (psf) 42 Wall Dead Load (PSfl 3 C 2/23/2017 WBR ADDED PROSTRUCT FLOOR NOTES TO SET FLORIDA REG. # 31659 a- " D Monroe, MI 48162 EDisaY Jeff Day August 21, 2015 0.55 omp. Clad. Design 42 MATERIALS: scAix As Noted (734) 242-69W sH- 1 of 1 Pressure (psf) D 7/11/2017 KS NEW BLOCK NOTE Roof Sheathing: 7/16" Rated 24/0 1 Wall Sheathing: 3/8" Siding Rated 24/0 E 10/18/2017 JTB NEW EDITION NOTE