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750 REDFIN DR - SHED DRAWINGSTIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS- 1/2"x3" ASHERS- 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER 1/2"x5" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER 2" WIDE 11 GAGE STEEL 'L' BRACKET TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH .WASHERS (NUT & BOLT OR 24"LAG BOLT) 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER Do L Qaa` a EXISTING 4" CONCRETE /-2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) -_s -.- g. J4„ EXISTING 4" CONCRETE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) OPTIONAL REINFORCED CONCRETE FOUNDATION TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 BDLT MINIMUM WITH WASHERS 1,�2"x3" (400 V .CONCRETE GI- ANCHOR WITH U-CHANNEL—p (TYPE 3) I TIE -DOWN STRAP BOLTED THRU DOR JOIST WITH 1/2" GRADE 5 - BOLT MINIMUM WITH WASHERS (NUT & BOLT OR LAG BOLT) -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2- GRADE 5 - BOLT MINIMUM WITH WASHERS 1/2"x3" (4,000 LB.) CONCRETE :DGE: ANCHOR, WITH U -CHANNEL - (TYPE 3) TIE-DOWNVANIZAP'STROR 3/16" GALED STEEL CABLE (SEE NOTES) 1/2"x3" (4,000 LB.) CONCRETE EDGE ANCHOR WITH 2" WASHER (1) 44 SYP #2 ON 8' WIDE OR LESS. 'TIE -DOWN STRAP BOLTED TO (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS GROUND ANCHOR WITH 1/2" ALL ELSE(CAN BE SET ON GROUND). C,RADE 5 BOLT MINIMUM WITH WASHERS, ALSO CONTINUOUS AND AT -ACHED TO GROUND ANCHOR ON OPPOSITE SIDE 5/8" x 30" EARTH ANCHOR: ,`/i AJGER STYLE FOR SOIL/CLAY, EXISTING 4" CONCRETE 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER, 3. TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANI 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. G 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (D B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED I 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPF 11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE (1) 4x4 SYP #2 ON 8' WIDE OR LESS. ALL ELSE(CANI BE SET ON GROUND).KID 7 1 EXISTING 4" CONCRETE (1) 44 SYP #2 ON 8' WIDE OR 61 ALL ELS NK (CAN16E SETA SYP t V�V EXISTING 4" CONCRETE (1) 4x4 SYP #2 ON 8' WIDE. OR LESS. (2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON .GROUND). EXISTING 4" CONCRETE `TLE-goWN STRAP SECURED` 'q(VTH (8) 10DX1.5" NAILS----,­ ' AILS---,­ w EARTH ANCHOR: E FOR SOIL/CLAY, FOR ROCK/CORAL TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 21"LAG BOLT) 5/8".x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE - FOR ROCK/CORAL (1) 4x4 SYP #2 ON 8' WIDE. OR LESS. TIE -DOWN STRAP (SEE NOTES)- (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS 30" AUGER ANCHOR SPACING ALL ELSE(CAN BE SET ON GROUND). MAXIMUM ANCHOR SPACING SHED WIDTH TYPE 1 UP TO 16'-0" TYPE 2A+ UP TO 16'-0" 30" DRIVE 30" AUGER 8'-0" ANCHOR ANCHOR 0'-1" TO 24'-0" FOR ROCK/CORAL FOR SOIL/CLAY TABLE 2C - 120C °° MAXIMUM ANCHOR SPACING 30" AUGER ANCHOR SPACING °° - TYPE 3 TYPE 2BCONCRETE 6-0" 1OPSF ROOF LIVE LOAD 30" AUGER FLOOR DEAD LOAD ANCHOR WITH EXPANSION $ ANCHOR "R" RATING OF WALLS, FLOOR, ROOF BOLT _ - FOR SOIL/CLAY TYPICAL ANCHOR TYPES `TLE-goWN STRAP SECURED` 'q(VTH (8) 10DX1.5" NAILS----,­ ' AILS---,­ w EARTH ANCHOR: E FOR SOIL/CLAY, FOR ROCK/CORAL TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 21"LAG BOLT) 5/8".x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE - FOR ROCK/CORAL (1) 4x4 SYP #2 ON 8' WIDE. OR LESS. TIE -DOWN STRAP (SEE NOTES)- (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS 30" AUGER ANCHOR SPACING ALL ELSE(CAN BE SET ON GROUND). MAXIMUM ANCHOR SPACING SHED WIDTH TIE -DOWN STRAP BOLTED TO UP TO 16'-0" GROUND ANCHOR WITH 1/2".GRADE- UP TO 16'-0" 10'-0" 5 BOLT MINIMUM WITH WASHERS. 8'-0" 16'-1" TO 24'-0" 5/8" x 30" EARTH ANCHOR: 0'-1" TO 24'-0" 6'-0" AUGER STYLE FOR SOIL/CLAY,_ TABLE 2C - 120C DRIVE STYLE FOR ROCK/CORAL STYLE FOR ROCK/CORAL I a EXISTING 4" CONCRETE OR SUPPORT PAD (P,T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TIE -DOWN DETAILS TABLE 2A - 165D/170C TABLE 2B - 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-0" 10'-0" UP TO 16'-0" 10'-0" 16'-1" TO 20'-0" 8'-0" 16'-1" TO 24'-0" 8'-0" 0'-1" TO 24'-0" 6'-0" TABLE 1A - 120C ANCHORING TO CONCRETE TABLE 2C - 120C SHED WIDTH MAXIMUM ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 1 6-0" UP TO 24'-0"1 10'-0" (1) 44 SYP #2 ON 8' WIDE OR LESS. 1 SKIDS ALL ELSE(CAN BE SET ON GROUND) 1 GRADE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. t SKIDS ALL ELSE(CAN BE SET ON GROUND) I EXISTING 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. 1 SKIDS ALL ELSE(CAN BE SET ON GROUND). 1 GRADE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TABLE 1B - 140C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 16'-0" 4'-0" 7'-6» 14'-0" 16'-0" 8,-0„ 12'-0" FIRE SUPPRESSION SYSTEM 9'-6" 10'-0" 10'-0" 10'-6" 8'-0" 12'-0" 12'-0" 6'-0" C/D 12'-0» TABLE 1B - 140C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 4'-0" 20'-0" 5-0„ 16'-0" 5'-6" 14'-0" FIRE SUPPRESSION SYSTEM 12'-0" 7'-6" 10'-0" 8'-6" 8'-0" 12'-0" 6'-0" 12'-0" mn CODE VERSION 2014 NEC, IRC 2015, NFRA id MANUFACTURER LARK BUILDERS BUILDING TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V -B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED V.n-120/145/165/175mph EXPOSURE C/D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 5OPSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO .SQUARE FOOTAGE 719 SO.FF. OR LESS -ABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" S-6" 20'-0" 4'-0" 16'-0" 5-0" 14'-0" 5'-6" 12'-0" 7'-0„ 10'-0„ 8,-0„ 8'-0" 10'-0' 6'-0" 12'-0" ) STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE -1, FINISH -B, GRADE -1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5) ICITY. ROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. -PENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCE FROM ANCHOR TO EDGE OF CONCRETE). CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. /ED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) TACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. ADDED TYPE 2B EARTH ANCHOR, ADDED LAG BOLT OPT. 10/15/151 MTI ADDED 'L' BRACKET SETUP, ABS CAP NOTES 2/10/16 MTI ADDED 3/16- GALVANIZED CABLE 6/15/16 MTI ADDED NOTE 11 ON STACKING BLOCKS 6/30/15 MTI 2017 FBC 12/30/17 MTI Drawn By: MTB Date: 8/11/15 Scale: N/A V.-de-IF— LARK del :LARK BUILDERS � W GENS �I 46 �{d = �. STATE j0 "'ti. FAL 0 RI D i/0N"A"L�`` ` ///111111`` Matthew T. Baldwin P.E. Florida License #64608 Sheet: AP -1 OF 1 00 I ic.f ROOF SHEATHING OPTIONS: — BOX RIB ALUMINUM — 29 GAUGE STEEL AG PANE — STANDING SEAM STEEL — ASPHALT SHIGLES 0'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF CODE VERSION mli o Asp- ' ­' NEc MANUFACTURER LARK BUILDERS, INC_ AGE DY TaPU 11EENONEEtlN0. Nc. BUILDING TYPE UF=EL` 'N Iyl l�fDA — CONSTRUCTION TYPE V -e FIRE PROTECTION NONE STANDARD SLOPE VAULTE0SLOPE FIRE SUPPRESSION SYSTEM NONE VAULTED SLOPE III II OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V-180.ph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.16 IMPORTANCE FACTOR 1,15 END WA TRUSS ROOF DEAD LOAD 1QPSF III ROOF LIVE LOAD 20PSF OR 30016 POINT LOAD STANDARD SLOPE FLOOR DEAD LOAD iOPSF FLOOR LIVE LOAD 126PSF 'R` RATING OF WALLS, FLOOR ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS Q II II STA DARD RIDG --OPTIONAL PORCH -4' OR 6'--I FOR CONTINUOUS L LOAD TRANSFER PATH ROOF FRAMING PLAN UT WD ey: MTB Date; 7/12/17 Scale: N/A LB—S—LJ 1. FO AI NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GU�/ERNED BY LOCALJ�IJRISDIICCjj11o�N. 2. THIS 01NO IS EXE4PT FROIA THE ENERGY CONSERVATION SECTION OF CODE, 3, REFER TO -,D DETAILS FOR PROPER INSTALLATION REOUIREMENfS TO V�IEET CODE. 4, ALL LUMBER FOR CONSTRUCTION WILL BE i2 S.Y,P„ EXCEPT AS NOTED B. GUTTERSRES OVER 400 M Fr. wILL TO BE INSTALLED ON -SHE BY OTHERS THRu1NLOOu�DOOR... 7. ALL W1N AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER .DA BUILDING CODE 6.IN ACCORDANCE WITH FBC 1809.12. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AR E1 OFFWILT . MANDATORY WINDBORNE 720 SQUARE FEET AO®PoRE �PACTUSTANDARDED TO S OFLTHE 2014E FBC. 9.14 ACCORDANCE WITH FBC 1006.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN (� coNJu4CRON WITH ONE- AND TWO- FAMILY RESIDEi r ARE NOT Q SUBJECT TO THE DOOR HEIGHT 0 WIDTH REQUIREMENTS OF THE FBC 2014. D 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 663.B0(1M. LAWN NSTORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF LU— APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO $563.842 w DOORIDA PCTS OR OTHER CO PO E� ARE N� REQUIRED FOR WINDOWS, W \111T. J `� •��CENS,c • ,Gyri w w sa #— cf) v % STATE OF fes` i� 8/0 Iilll Matthew T. Baldwin P.E. O Florida License #64608 �ry Sheet. FBPR-1 OF 8 3.5" 20GA. METAL FRAMI @ 241' O.C. Il I I X. i II STANDARD SLOPE END WA II I I I I II I END WA TRUSS TRUSS I II I I I i I II �I I ILIr un�-I 1 1AIA1 I CTI IFIL --OPTIONAL PORCH -4' OR 6'--I FOR CONTINUOUS L LOAD TRANSFER PATH ROOF FRAMING PLAN UT WD ey: MTB Date; 7/12/17 Scale: N/A LB—S—LJ 1. FO AI NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GU�/ERNED BY LOCALJ�IJRISDIICCjj11o�N. 2. THIS 01NO IS EXE4PT FROIA THE ENERGY CONSERVATION SECTION OF CODE, 3, REFER TO -,D DETAILS FOR PROPER INSTALLATION REOUIREMENfS TO V�IEET CODE. 4, ALL LUMBER FOR CONSTRUCTION WILL BE i2 S.Y,P„ EXCEPT AS NOTED B. GUTTERSRES OVER 400 M Fr. wILL TO BE INSTALLED ON -SHE BY OTHERS THRu1NLOOu�DOOR... 7. ALL W1N AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER .DA BUILDING CODE 6.IN ACCORDANCE WITH FBC 1809.12. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AR E1 OFFWILT . MANDATORY WINDBORNE 720 SQUARE FEET AO®PoRE �PACTUSTANDARDED TO S OFLTHE 2014E FBC. 9.14 ACCORDANCE WITH FBC 1006.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN (� coNJu4CRON WITH ONE- AND TWO- FAMILY RESIDEi r ARE NOT Q SUBJECT TO THE DOOR HEIGHT 0 WIDTH REQUIREMENTS OF THE FBC 2014. D 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 663.B0(1M. LAWN NSTORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF LU— APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO $563.842 w DOORIDA PCTS OR OTHER CO PO E� ARE N� REQUIRED FOR WINDOWS, W \111T. J `� •��CENS,c • ,Gyri w w sa #— cf) v % STATE OF fes` i� 8/0 Iilll Matthew T. Baldwin P.E. O Florida License #64608 �ry Sheet. FBPR-1 OF 8 3.5"-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPADING N VARIES, 6'-0" TO 13'-8" FRAME SECTION 2.5"x.5" CORRUGATED ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" 0.C. 3.5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. SEE ROOF SCHEDULE FOR RAF BRACING 3.5-20GA METAL SPACED AT 24" C 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 2.5"x.5" CORRUGATED PANELS FASTENED W/ #8x1.5" WOOD SCREW AT 6" O.0 OR EQUAL_ A9C•E 1qja17ml6Z 11 ,iOB7dtICi OF7 E"RH�e • w • Ta•e+re CODE REVIEW PrOressionat Service Fndw 1748 33rd Street Orlando, Florida 32839 Pl-- Rev;esv' Richard Olds ICC »5107840 FL. #SNIP -45, SI`,.k76 ATTACH ROOF FRAM`V�96E,"'m TOP PLATE OF WAL"TWAVING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. OVERHANG OPTION DETAIL I SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. OVERHANG OPTION DETAIL "\o CODE BUILDING TYPE ne SIuQ'E HtO HUILDIRU pE�AI A1VN STOR CONSTRUCTION TYPE V -e FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0,18 IMPORTANCE FACTOR 1,15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 30016 POINT LOAD FLOOR DEAD LOAD 1DPSF FLOOR LIVE LOAD 125PSF `R• RATING OF WALL% FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO.`T. OR LESS REVISIONS REV DESCRIPTON DATE BY Dm*n By: MTB Date: 7/12/17 Scale: N/A Odel LB -S -LJ 1. FOU TIO PUNS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED I. LIXCALR1501C�IgN. 2, THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE 3, REFER TIE--ot DETAILS FOR PROPER INSTALLATION REOUIRE ENTS TO MMEET CODE. 4, ALL LU BER FOR CONSTRUCTION OLL BE #2 S.Y,P„ EXCEPT AS NOTED, 5- STRUCTURES OVER 400 SQ- FT- WILL HAVE AN 80• MINIMUM DDDR_ & GUTTERS TO BE INSTALLED ON-SITE BY OTHERS THRU LOCAL CODES 7, ALL `ER FLORIDAAND 000NG TO MEET THE MINIMUM SPECIFICATIONS AS PER FLRBUILDING CODE. B. IN ACCORDANCESIGNED FORE EHUMAN HABITATONWITH FBI: �wTRRl A FLOOR ARBA OF LESH ARE SS FBG r l 9. CS ACCORDANCE 1�TTH FBC THAT 1, BUILDINGS THAT ARE 400 `l SOWON FEET OR LRS THAT ARE INTENDED FOR 115E IN CONJUNCION WITH ONE AND Two- FAMILY RE51pE�CES ARE NOT Q SUBJECT TO THE DOOR HEIGHT AND 'WIDTH REQUIREMENTS OF THE --D FDC 2014, N 10. IN ACCORDANCE *rrH FLORIDA STATE STATUTE 653.80(1)d, LAWN LL STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF W APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 6553.842 �'y-� (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINDOWS, W DOORS OR OTHER COMPONENTS LLJ LLJ 6 STATE OF :• 44/ oo 0�`� :, F 0 R ILd DP ;�� JOIN l Matthew T. Baldwin P.E. O Florida License #64608 Sheet: FBPR-2 OF 8 H SECURED WITH (2)H3 OR EQUAL DOUBLE 3.5 2 0 GA. STEEL TOP PLATE END - WALL — — DUTCH 29 GAUGE STEEL AG - HARDIE PANEL - POLYCARBONATE 3.5" 20GA. STEE WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM TWIN RIB ALUMINUM DUTCH LAPSIDING ALUMINUM LAPSIDING STEEL SIDING PANEL (RUN ANY DIRECTION) 5" T-111 WOOD SIDING STUCCO AND T-111 SIDIN(' - HARDIE BOARD SIDING GREENHOUSE PANEL` - BRACE (2) 3.5" 20GA. STEEL TOP PLATE CODE INFORMATION CODE VERSION ED17 L ASCO 7. Ic CODE sm EDITION. ASCE-7. 2014 NEC MANUFACTURER LARK BUILDERS, INC_ AGENCY TOP UNE ENGINEERING, INC_ BUILDING TYPE uF RED U 1 CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vu–,80m" EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +,- D.iB IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD ,OPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1GPSF Yl FLOOR LIVE LOAD 125PSF -4x4 P.T. POST "R• RATING OF WALLS, FLOOR, ROOF VA MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 718 SOFT, DR LESS REVISIONS DESCRIPTON DATE BY Drown By MTB (2)MITEK OR ALPINE 3"x5" OR EQUAL 10 SE TAPPIN E (1 INTO STEEL �/ MAX. SCREWS EACH EACH FLANGE) / / / / / / / / / END WALL 3.5 ” 2 0 GA. STEEL SOLE PLATE FLOOR FRAMING °aia` 7/12/17 Scale: N/A odal LB—S—LJ r , Q W m � 1. FOUN TION PIANS ARE NOT PART O THIS PLAN SET AND ARE GOVERNED BY LOCAL„IIUURISOICO�N. 2, THIS BUILDING IS EXEIAPT FROWNENERGY CONSERVATION SECTION OF CODE. 3. REFER O TIE-TogV DETNLS FDR PROPER INSTALLATION REQUIRE ENrs TD FIEET CaOE 4. ALL LU BFR FOR CONSTRUCTION WILL BE #2 S.Y,P., EXCEPT AS NOTED, 5_ STRUCTURES OVER 400 S0. FT_ WILL HAVE AN 80• MINIMUM DOOR- S, GUTTERS TO BE INSTALLED ON -SDE BY OTHERS THRU LOCAL CO 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFlCAnoNS AS PER FLORIDA BUILDING CODE 8-M ACCORDANCE WITH FBC 1609.1? STORAGE SHEDS ARE NOT TDTRRE{{4S4INLRGNED FOR HUMAN NARRATION WITH A FLOOR ARMEq OW ARE N TH M.4NOATORY WIN BORNE DF9R:S �MPACTREQUISTAIDARORED TO SOFLTNE 2014E FBO 9. IN ACCORDANCE WITH FBC 100&1,1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INYEr FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY REBIOENCES ARE NOT SUBIECT TO THE DOOR HEIGHT AND WIDTH REDDIRE NTS O THE 14, iOFBC20ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(i)d, uWN APPROVAL OF TTHEGSDEPARTMENSTOT ARE NOT SUBJEE SHEDS CT TO 0555842 OF DOORS ORPOTHHER a oN BARE NOT REQUIRED FOR WINDOWS. STUN 3.5" 20G ^ @24" LLJ LLJ (/� `1111 111/// \N ••L)CENsF OGL'i �:• 64 - 4' &6 OPTIONAL PORCH 50'-0" MAX. I . STANDARD WALL D ETA L O Q Q - : STATE OF 441 FL0RIDP /101 JA MattheW T. BaldWin P.E. �J Florido License #64608 o Sheet: FBPR-3 OF 8 3.5' BRACE AT 3'-D" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) (110 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 3.5' BRACE AT 3'-D" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) 110 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE ROOF PANELS FASTENED WITH .25"-14.75" HWH TRAXX/1 AT 6" O.C. x VARIES, 6'-0' TO 13'-B' END WALL FRAMING OPTION 0 VARIES, 6'-0' TO END WALL FRAMING OPTION 3_5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) PANELS FASTENED 25"-14x_75" HWH /1 AT 6" O.C. 35' BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH SND W/(2) #10 SELF DRILLING GRABBER SCREWS. (1) INTO EACH FLANGE `%CALL OPENING FOR I A AR TO BRA EI ILAR TO THOSE SHOWN HERE FOR END WALLS 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) 3.5' BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE IP - NEI; 171�D171uJtt07F `�I Tnfon(d Qll F,wNee,^ro' CprwM4,A• lacWp CODE REVIEW Professional Service tndu: 9748 33rd Street Orlando, Florida 32835 Plane Re;• e:vi FU0c rd Olds ,CC#g107840 FI. :SN1P-45, S141-76 L�. �L1Dza 10 D'mrtr ml MeneUer: ""I' C. FL PE -52379 ROOF PANELS FASTENED ,,75" HWH i" O,C, END WALL FRAMING OPTION CODE y 1�I \11,1 35"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (i) INTO EACH FLANGE NOT + THIS BRACING I R O IR D ON SIDE MANUFAGIURER LARK BUILDERS, INC AGENCY TOP UNE ENGINEERING, BUILDING TYPE MANUFACTURED CONSTRUCTION TYPE V -B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NU BER OF STORIES 1 BASIC WIND SPEED Vr 180rnph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1,15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 30016 PO11 WALLS (BOTH SIDES OF EACH CORNER) FLOOR DEAD LOAD tOPSF FLOOR LIVE LOAD 125PSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SG.FT, DR LESS REVISIONS ROOF PANELS FASTENED c.75' HWH i O.C. END WALL FRAMING OPTION 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREW'S, (1) INTO EACH FLANGE ENOTE: THIS BRACING IS REQUIRED ON SIDE wALs (BOTH SIDES OF EACH CORNER) "`a"D °r MTB Date; 7/12/17 Scale: N/A odel LB—S—LJ 1. FOUN TIO PLANS ARE NOT PMT OF THIS PIAN SET AND ARE GOVERNED BY LOCAL �(1RISDICB�N. 2, THIS BUILDING B EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE 3. REFER �7Q TIE -DO" DETAILS FOR PROPER INSTALLATION REQUIRE ENTS TO MMEET CODE 4, A. LUMBER FOR CONSTRUCTION WILL BE /2 S.Y,P„ EXCEPT AS 5. STRUCTURES OVER 400 SQ_ Fr- WILL HAVE AN Be MINIMUM DOOR_ 6, GUTTERS TO BE INSTALLED ON -SBE BY OTHERS THRU LOCAL 7, CALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. B.IN ACCORDANCE Y/ITH FBC 1609.1-2, STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN "NATION WDH A FLOOR AR OF LESS U THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WWSHE Q TORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 FBC. _-D 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS TINT ARE 400 (•1/ SQUARE FEET OR LESS THAT AR INTEN��D FOR USE IN LL CONJUNCRON WITH ONE- ANO TWO- FAMILY RESID��{ s ARE NOT w SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE r��'Y FBC 2014, W 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 663.80(1)d, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT 70 $663.842 (FLORIDA mH DOORS ORER COMPONENTS) ARE NOT REQUIRED FOR WINDOWS, J ```11 1////. T. w LLJ`����E W......... q /i�� `��'� ••\-\GENSF I � .64 O i STATE OF : 441 Q �����1111 %W Matthew T. Baldwin P.E. Q Florida License #64608 z Sheet: FBPR-4 OF 8 �w SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH SHED WIDTH A B 12 6'-0" 15" 42" 32„ 8'-0" 18" 60" 11'-0" 10'-0" 24" 72„ 24" 46" 24" 84" 52„ 28" 84" 13'-0" 36„ 84" 13'-8" 40" 84" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES WIDTH JOIST SIZE* 6'-0" 2"x4" 6'-1" TO 11'-8" 2"x6" > 11'-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE - 50' -0" MAX: 16 O.C. TYP. P.T 4x6 S.Y,P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS SKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0" 12 24„ 8'-0" 16 32„ 10'-0" 20" 40" 11'-0" 22" 44" 11'-8" 24" 46" 13'-0" 26" 52„ 28" 56" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY, 2 & 3 SKID FLOOR FRAMING PLAN 4'-0" OR 6'-0" OPTIONAL PORCH CODE VERSION BUILDING TYPE V -B NONE NONE ALLVY4ABLE NUMBER OF STORIES i BASIC WIND SPEED y,.-iBOmph EXPOSURE IC INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1,15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 2OPSF OR 30016 POINT LOAD FLOOR DEAD LOAD I— MODULES PER BUILDING i HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE I Nn 8 SOFT. OR LESS REVISIONS —­ -r• MTB Date: 7/12/17 Scale: N/A .del LB—S—LJ ,FOU TION PLANS ARE NOTPARTOF THIS PLAN SET AND ME z. 7HIS�BIADLDiNC LSE1(EMPFSDFROM NHE ENERGY CONSERVATION SECTION OF COOS 3, REFER TIE-001VN DETAILS FOR PROPER INSTALLATION REQUIRE EMS TO MEET CODE 4, ALL LU BEER FOR CONSTRUCTION WILL BE %2 S.Y,P„ EXCEPT AS NOTED, 5. STRUCTURES OVER 400 SQ, FL WILL HAVE AN 80• MINIMUM DOOR_ 6, G UTET $E ,R S TO BE INSTALLED ON-SITE BY OTHERS THRU LOCAL 7. ALL W1NDOWS AND DOORS TO WEFT THE MINIMUM SPECIFICATIONS AS PER FLORIDAaaVILDING CODE, B.IN ACCORDANCE FEC 1609.1.2. STORAGE SHEDS ARE Nor MANDATORY WINDBORNE DEBRIS IMPACT -STANDARDS OF1HE 2014 U B. IN ACCORDANCE Wrn1 FBC 1008.1.1, BUILDINGS THAT ME 400 SQUARE FEET OR LESS THAT ARE INTEND FOR USE IN Q CONJUNCTION WITH ONE- AND TWO- F ILY RESIDENCES ARE NOT —� SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE NFOC 2014, LL 10. IN ACCORDANCE WRH FLORIDA STATE STATUTE 553.80(1)d, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA 0I WF',�� APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO $553.842 W (FLORIDA PRODUCT APPROVALS ME NOT REQUIRED FOR WINDOWS, DOORS OR OTHER COMPONENTS) T. L LJ �� ••LICENSE • lZ�i LJEli Q ;' 7,AC, H- .5� 'p STATE OF U /��` FL0RIDP QS/O N A LElf O MattheW T. BaldWin P.E. Florida License #64608 U Sheet: FBPR-5 OF 8 — r4�a btfnn7uuiort � wolluildOn APPROVAL 2017-08-25 CODE F� REVIEW PSI Professional Service fnduslrr as 1748 33rd Street Orlando, Florida 32839 Plans Rev;ew: Richard Olds ICC #5117840 i FL #St."P-45, SMII 76 LP, *J92416 Ocp.,LRi j M. ­ g Vict01 C iN Y6:1 FL PE 582379 CODE INFOR ATION 11"x11" NOTCH FOR EACH JOIST 2017 FLaRIOA BUILDING CWE a" CODE VERSION E1Nllak A1xE-z 2674 NEc NUFACTURER LARK BUILDERS INC AGENCY UNE ENGINEERING INC. O'NTkTOP BUILDING TYPE OF RED B I CONSTRUCTION TYPE Y -B O 0 0 ATTACK JOIST TO SKID WITH T%"x4" LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES + BASIC WIND SPEED Y-18Cmph EXPOSURE C Q 12" LAP 0 LAG SCREWS SPLICE FASTENED WITH (6)�"x4" ON INSIDE, (3)6"x4" LAG JOIST 0 S I D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.78 115 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF SCREW: ON OUTSIDE (9 TOTAL) ROOF LIVE 20PSF OR 300Ib POINT LOAD FLOOR DEAD LOAD +O� LO FLOOR LIVE LOAD 125PSF CONNECTION "R` RATING OF WALLS, FLOOR, ROOF WA MODULES PER BUILDING + HURRICANE PROTECTION USAGE No - HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT, OR LESS REVISIONS 4"x6" P.T. KID SPLICE REV DESCRIPTON DATE BY WALL SHEATHING 3.5" 20GA. STEEL STUDS @24"O.C. Dra0 By: MTB Date: 7/12/17 Scale: N/A odel : LB—S—LJ 12� 6 —� 0 c 3.5" 20GA. STEEL S 0 LE PLATE SECURED FLOOR SHEATHING WITH �"^x4" LAG SCREWS @ 1 6"O.C. FLOOR JOIST +. Fou Tlo PUNS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BT LOCAL J�UL1RIS01CBgN. 2, THIS BU OF C D N DET FROM THE ENERGY COLLATION ON SECTION OF CODE 3, REFER TIE -0011M DETAILSFOR PROPER INSTALLATION REQUIRE ENTS TO MEET CODE 4. ALL LU BER FOR CONSTRUCTION 'MLL BE /2 S.Y,P., EXCEPT AS 8_� RES OVER 400 SQ_ FT_ WILL HAYS AN 80• MINIMUM DOOR_ 6, GUITT$E,RS TO BE INSTALLED ON BY OTHERS THRU LOCAL 7, A�L.OL 1yINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA grUILDINC CODE &IN ACCORDANCE UMA FBA TATION.2, STORAGE SHEgDRSEpARE NOT TESS DEES41GG QED :5O57R ARE TNOT REQU REO FLOOR To COMPLY 1VITHH HE MANDATORY WINoll RNE DEBRIS IMPACT STANDARDS OF THE 20+4 — . n e • '. . • 3"x6" SPLICE PLATE (5)—SENCD K28 (OR EACH SIDE Z1.5 �_ SENCD K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, © 12" O.C., STAGGER ROWS 6". FASTENED WITH EQUAL) NAILS �- — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS C�?12"O.C. NAILS C�12"O.C. STAGGERED EACH SIDE STAGGERED U Q L -L- LTJ (�^� m FBT 9. IN ACCORDANCE 1('R!I F� 1008.1.1. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTEN FDR USE IN CONJUNCD0 `LITH ONE- ANO TWO- F ILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HE GHT AND WIDTH REQUIREMENTS OF THE . I 2014, 10. IN ACCORDANCE `l1A FLORIDA STATE STATUTE G THE INSIGNIA IA O STORAGE BUILDINGS NTD STORAGE SHEDS SUBJECT THE INSIGNIA OF APPROVAL QF THE DEPARTMENT ARE NOT EOUIRESUBJECT TO $663.812 (FLORIDA RODUC APPROVALS ARE NOT REQUIRED FOR WINDU#% DOORS ORP OEHER COMPONENTS J W LLJ \���1 i►/�� ``\\\�Nj T .gq *% ,�`T ,................... < �� ; \,\CENSF •• (2) 2x6 P. T. SKID WALLTO EL0 0 R .6 �--� SPLICE/SECURING G CONNECTION D ETA L J Q I— LLJ///� = '•• STATE OF '�j OiC� '• ""L 0 R 10 �i� F ............... \4 / N A O L \\\ /,►11111 0 0 Matthe+Y T. BoId74in P.E. Florida License #64608 0 Sheet. FBPR-6 OF 8 29. Joist to band joist [ 6d on 1 " 0"�5') 1 . Lnail j - -facnail 4 - 3" 14 gage staples ty y' Infoneuuion .Tslarron s,Pe..,nq.c.,4„r..-ft ae CODE REVIEW Professional Service industr 9742 33rd Street Orlando, Florida 32839 Plane Rev ew: '? chard U!os Ft #LA#UO2 as, sit! Ts Dep., r2a-B FL PEt#823 �Tna{!e" Vit,,, C Fel ss , rOn ' Fastening Schedule{r} (FBC Table 2304.10.1) 30. Ledger strip 31. Wood structural panels and particleboard{bi Subfloor, roof and wall sheathing (to framing) Single floor (combination subfloor-underlayment to framing) 3 - 16d common (3 1/2" x 0.162") 1 4 - 3" x 0.131 nails 4 - 3" 14 gage staples Face nail at each joint Connection Fastening{a,m} Location 1. Joist to sill or girder 3 - 8d commom (2 1/2" x 0.131 ") 3 - 3" 14 gage staples toenail U7' and less 6d{c,l, q} 2 3/8" x 0.113" nail{n} 1 314" 16 gage{o} 19/32" to 314" 8d{d} or 6d{e} 2 3/8" x 0.113" nail{p} 2" 16 gage{p} 7/8" to 1" 8d{c} 1 1/8" to 1 1/4" 1Od{d} or 8d{d} 314" and less 6d{c} 17/8" to 1" 8d{c} I 1 1/8" to 1 114" 1 Od{d} or 8d{d} 5' Edges and intermediate, 4" o.c. at commpp Edges and cladding edge strip zone 3 [refer to Figure 30.5-1 of ASCE 7] iMANUFACTURER 2. Bridging to joist 2 - Sd common (2 1/2" x 0.131") 2 - 3" x 0.232" nails 2 - 3" 14 gage staples 9 9 P toenail each end 3. 1" x ('," subfloor or less to each joist 2 - 8d common (2 1/2" x 0.131") -- Mace nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d commom (2 1/2" x 0.131") ace nail 5. 2" subfloor to joist or girder 2 - 16d common (3 1/2' x 0.162") blind and face rail S. Sole plate to joist or blocking Sole plate to joist at blocking at braced wall panel 16d (3 1/2" x 0.135") at 16' o.c. 3" x 0.131 nails at 8" D.C. 3" 14 gage staples at 12" D.C. 3 - 16d common (3 11 x 0.135") at 16" o.c. 2" 4 - 3" x 0.131" nails at 15' o.c. 4 - 3" 14 gage staples at 16" D.C. ITypical face nail braced wall panel CODE INFORMATION017FLORDA BUILDING CODE Rh CODE VERSION mmok ASCE-.2014 NEC LARK BUILDERS, INC- NCAGENCY AGENCYTOP UNE ENGINEERING INC. BUILDING TYPE RW B STORAGE CONSTRUCTION TYPE V -B FIRE PROTECTION NONE 7. Top plate to stud 2- 16d common (3 1/2"x 0.162") 3-3"x 0.131" nails 3 - 3" 14 gage staples end nail 32. Panel siding (to framing){q} 1/7' or less 6d{f} 5/8" 8d{f} 11T and less No. 17 roofing nail{h} FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE 8. Stud to sole plate 4- 8d common (2 1/2" x 0.131") 4 - 3" x 0.131" nails 3 - 3" 14 gage staples 2- 16d Common (31/2" x 0.162') 3-3"x 0.131" nails 3 - 3" 14 gage staples Tend toenail nail 33. Fiberboard sheathing{g,q} -114' gage 6d common nail (2" x 0.113") No. 16 gage staple{i} 25132" No. 11 gage roofing nail{h) 8d common nail (2 112"x 0.131') No. 16 gage staple{i} ALLOWABLE NU BER OF STORIES 1 ALLOWABLE BASIC WIND SPEED v,.-teorDph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0,18 IMPORTANCE FACTOR 1,15 34. Interior paneling 4d(j) 3/8" 6d{k} a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges:, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphrams and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148"). d. Common (6d - 2" x 0.113" Sd - 2 1/2" x 0.131" 10d - 3" x 0.148"). e. Deformed shank (6d - 2" x 0.113" 8d - 2 1/,"' x 0.131" 10d - 3" x 0.148"). f Corrosion -resistant siding (6d - 1 718" x 0.1 O6"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x 0.099", Bd - 2 1/2" x 0.113") nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural sheathing. h. Corrosion -resistant roofing nails with 7/16 -inch -diameter head and 1 1/2 -inch length for 1/2 -inch sheathing and 1 3/4 -inch length for 25/32 -inch sheathing. i. Corrosion -resistant staples with nominal 7116 -inch crown or 1 -inch crown and 1 1/4 -inch length for 1/2 -inch sheathing and 1 1/2 -inch length for 25132 -inch sheathin Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). j. Casing (1 1/2' x 0.080") or finish (1 1/2" x 0.072") nails spaced at 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced at 6 inched on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. 9. See Fastener Alternate Schedule. IT. Fasteners must be installed with even spacing between them across attaching member. ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD 9. Double studs �3" 16d (3 1/2" x 0.135") at 24" o.c. 3" x 0.131" nail at B" o.c. 14 gage staples at 8" o.c. face nail FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 125PSF 10. Double top plates Double top plates 16d (3 1/2" x 0.135") at 16" o.c. 3" x 0.131" nail at 8" D.C. 3" 14 gage staples at 8" D.C. 8 - 16d common (3 1/2" x 0.162") 12 - 3" x 0.131" nails 12 - 3" 14 gage staples ITypical face nail lap splice `R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE No SQUARE FOOTAGE F719 SQ.Fr, OR LESS REVISIONS REV DESCRIPTON DATE BY 11. Blocking between joists or rafters to top plate 3 - 8d common (2 1/2" x 0.131") 3- 3" x 0.131" nails 3 - 3" 14 gage staples (toenail 12. Rim joist to top plate 6d (2 1/2" x 0.131") at 6" o.c. 3" x 0.131 nails at 6" D.C. 3" 14 gage staples at 6" D.O. toenail 13. Top plates, laps and intersections 2 - 16d common (3 1/2" x 0.162") 3 - 3" x 0.131" nails 3 - 3" 14 gage staples face nail DroWn By: MTB Date; 7/12/17 14. Continuous header, two pieces 16d common (3 112" x 0.162") 16" o.c. Along edge 15. Ceiling joists t0 plate 3-8d common (2 1/Z'x 0.131") 5 - 3" x 0.131" nails 3 - 3" 14 gage staples toenail Scale: N/A Alternate Fastening Schedule Connection Fastening ode/ LB -S -LJ 16. Continuous header to stud 4-Sd common (21/2" x 0.131") toenail 17. Ceiling joists, laps over partitions (See Table 2308.10.4.1) 3 -16d common (3 1/7'x 0.135") minimum, Table 230£1.10.4.7 43" x 0.131 nails I4-3" 14 gage staples face nail i r , Q W m 1. Fou TION PW15 ARE NOT PART OF THIS PIAN SET AND ARE COVERNEo BY LOCAL,I�1RlsolC�lpT 2 THIS BUILDING is ExEMPr FROM THE ENERGY CONSERVATION SECTION OF CODE 3, REFER TIE -DOTH DETAILS FOR PROPER INSTALLATION REWIRE EMS TO MEET GODS 4, ALL LU BER FOR CONSTRUCTION'MLL BE /2 SY,P„ ExcEar As 5. STRUCTURESNOTED, 40.LI$D oN SrtELLei�o ERs T�i+Ru1Nl-MoucAMi�� BE E5, 7, ALL WINDOYIS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. ELSTORAGE FL RANSHEDARE NOT FBC HABITATION ACCORDANCE HUMAN DESIGNED FOR HUMAN HABRATIDN 'MRH A FLOOR AREA of LESS 720 S;1 RE FEET ARE NOT REWIRED I COMPLY WRH TME TORr 1yINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 THAT ARE 400 9. S ACCORDANCE LEITH FBC T ARE.1, TBUILDINGSFOR SQUARE FEET OR LESS THAT ARE INTEND FOR USE IN CokluNcnoN W. ONE- Mo rNo- F ILY RESIDE 'CES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REOUIRE�ENrS OF THE FBc 2014, 10- IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.B0Q)d, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT 70 6553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINODWS, DOORS OR OTHER COMPONENTS ALT 31 �3. Wood structural panels and particleboard P Subfloor, roof and wall sheathing (to framing) 1!2" and less T x 0.092" Rin Shank Nail - 9 S' from edge, 10" D.C. 18. Ceiling joists to parallel rafters (See Table 2308.10.4.1) 3 - ^, 6d common (3 1/7' x 0.135") minimum, Table 230£1.10.4.1 4 - 3" x 0.131 nails 4-3" 14 gage staples face nail Strap & Simpson Strong -Drive® SD Screw Schedule Strap & Fastener Schedule {a} Part#/Desc. Uplift Wall fastener Rafter Fastener Plate Fastener Part#/Desc. Uplift Wail fastener Rafter Fastener Plate Fastener 19. Rafter to plate 3 - 8d common (2 1/2" x 0.131") 3 - 3" x 0.131" nails 3-3" 14 gage staples toenail Rafter H1 435 - 6-SD9x1.5" 4-SD9xl.5" Rafter{b} H1 400 - 6-8dx1/5" 4-8d H11Z 750 - 6-SD10x2.5" 6-S D10x2.5" H11Z 750 - 6-16dx2.5" 6-16dx2.5" H2A 495 5-SD9x1S" 5-SD9x1.5" 2-SD9xl.5" H2A 495 5-8dxl.5" 58dx1.5" 2-8dxl.S' H2.5A 540 - 5-SD9x1.5" 5-SD9x1.5" H2.5A 535 - 5-8d 5-8d 20. 1" Diagonal brace to each stud and plate 2-8d common (2 1/2"x 0.131") 2-3" x 0.131 nails 3 - 3" 14 gage staples 99 P (face nail H2.5 410 SSD9x1.5' 5-SD9x1.5" - H2.5 410 5-8d 5-8d _ H2.5T 545 SSD9x1.5" 5-SD9x1.5" - H2.5T 545 5-8d 5-Scl _ H2A 495 7-SD9xl.5" 5-SD9xl.5" - H2A 495 7-8dxl.5" 5-8dxl.5" - 21. 1" x 8" sheathingto each bearing g 3 - Sol common 2 1/2" x 0.131" ( ) face nail H3 320 4SD9x1.5" 4SD9x1.$" _ H3 320 4�d 4-8d 22. Wider than 1"x 8" sheathing to each bearing 3 - 8d common (21/2" x 0.131") face nail H4 280 4-SD9x1.5" 4SD9x1.5" - H4 235 4bd 4-8d _ 23. Built-up corner suds 16d common (3 1/2" x 0.162") 3" x 0.131 nails 3" 14 gage staples 24" o. c. 16" o. c. 16" D.C. HE 415 4SD9x1.5" 4S 09x1.5" - HS 265 4Sd 4-Sd - LTS-12 895 6-SD9xl.5" 6-SD9x1.5" LTS-12 620 6-1odxLs' 6-lodxi.5" - LTS-16 1075 6-SD9x1.5" 6-SD9x1.5" - LTS-16 62D 6-10dx1.6' 6-1Odx1.5" - J w W J Q w z W T. `/ \\ .� •• ................ O / �� •• \,\C.ENS'F ` Q- _%• •••°•, i 6*1 !!!!!! - o i%STATE OF'141 �� �T '°, F O R I D P �� // �s°•.,°,,••'`�\ \\� ••5" / S .°°°"'°••• G \ \ / / G \ / N A ,����'"' 24. Built-up girder and beams 20d common (4'x 0.192") at 32" o.c. 3"x 0.131" nails at 24" D.C. 3" 14 gage staples at 24" o.c. 2-20 common (4" x 0.192") 3 - 3" x 0.131" nails 3 - 3" 14 gage staples face nail at top and bottom staggered on opposite sides face nail at ends and at each splice LTS-18 1235 6SD9x1.s' 6-SD9x1.5" - LTS-18 620 6-10dx1.5" 6-10dx1.5" - LTS-20 1215 6-SD9xl.5" 6-SD9x1.5" - LTS-20 620 6-10dxl.5" 6-10dxl.5" - MTS -12 895 7-SD9x1.5" 7-SD9x1.5" - - Odxl.5" - MTS -12 860 7-10dx1.5" 7 1 MTS -16 1075 7-SD9x1.5" 7-SD9xl.5" - MTS -16 860 7-10dxL5" 7-10dxl.5",•° MTS -18 1255 7-SD9x1.5" 7-SD9x1.5" - MTS -18 860 7-tOdx1.5" 7-10dx1.5" - MTS -20 1255 7-SD9x1.5" 7-S 09x1.5 - MTS -20 660 7-10dx1.5" 7-10dx1.5" - Porch Partff/Desc. Uplift_ Column Fastener Rafter Fastener A21 - 2-SD9x1.5" 2-SD9x1.5" A23 - 4SD9x1.5" 4SD9x1.5" A33 - 4-SD9x1.5" 4SD9x1.5" Part#/Desc. Uplift Column Fastener Rafter Fastener 25. 2" planks 16d common (3 1/2" x 0.162") at each bearing Porch A21 245 2-1Odx1 5" 2-10dxl.5" A23 585 410dx1 5" 410dx1.5" A33 750 4-1Od 4-1Od 26. Collar tie to rafter 3- 10d common (3" x 0.148") 4-3"x 0.131 nails 4-3" 14 gage staples face nail Wall to Floor{a Part#lDesc. Uplift Wall fastener Floor FastenerPart#/Desc. LSTA-18 1,235 7-SD9xl.5" 7-SD9x15' Part#lDesC, Uphff_ Wall fastener Floor Fastener 20Ga. 1-1/4" Wide 4,725 7-SD9xl.5" - Uplift Wall fastener Floor Fastener 27. Jack rafter to hip 3 - 10d common (3" x 0.148") 4-3"x 0.131 nails 4-3" 14 gage staples 2- 16d common (3 1/2" x 0.162") 3-3"x 0.131" nails 3 - 3" 14 gage staples toenail face nail Wall to Floor(c) LSTA-18 1,110 7-1Od 7-1Od Part#/Desc. Uplift Stud fastener Header Fastener - TP -35 N/R 5-3"x 0.131" 5-3"x 0.131" Tie -Downs 518"x 30" Anchor 4,300 - - Header{d}W HP40,41,80,81 4,725 5-3'x 0.131' 5-3"x 0.131' Part#/Desc. Uplift Wall fastener Floor Fastener a. Only needed on aluminum sheathing walls. b. Headers over6'span. 20Ga. 1-1/4" Wide 4,725 7-10dxL- Tie -Downs 5/8"x 30" Anchor 4,300 _ 28. Roof rafter to 2 -by ridge beam 2 - 16d common (3 1/2' x 0.162") 3 - 3" x 0.131" nails 3 - 3" 14 gage staples 2 - 16d common (3 1/2"x 0.162") 3 - 3" x 0.131" nails 3- 3" 14 gage staples toenail face nail a. All straps can be substituted with an equivalent brand meeting same strengths. b. Rafter ties to stud wall to be at every connection for 24" D.C. & can be every other for 16" o.c. but is required on comers and studs adjacent to corners. c. Only needed on aluminum & vinyl sheathing walls. d. Headers over 6' span. w MottheW T. BOIdWin P.E. Florida License #64608 a rSheet: Q F B P R- 7 O IC C� ELECTRICAL SYMBOL KEY NUFACTURER LARK BUILDERS, INC. AGENCY RECEPTACLE BUILDING TYPEO�CTURED B I G CONSTRUCTION TYPE 240V FIRE PROTECTION NONE 240 RECEPTACLE OCCUPANCY STORAGE SINGLE POLE 1 BASIC WIND SPEED SWITCH EXPOSURE THREE WAY $IR SWITCH INTERNAL PRESSURE COEFFICIENT CEILING MOUNT <) LIGHT FIXTURE -0 WALL MOUNT ROOF LIVE LOAD LIGHT FIXTURE r� FLUORESCENT I� LIGHT FIXTURE JUNCTION BOX 1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. 2, FIXTURE LOCATION AND TYPE MAY VARY 3, PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. 6. ALL SWITCHES TO BE AT 48"-62" A.F.G, 7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING; 8. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTAL -LED, AND SUBJECT TO LOCAL APPROVAL. 00 I r2 O F- 0 I Zo ,AIL A Irl —A, I IT -1-1 IT 1 nI�ATIl1i.l aq�t Irtfotalu#[07t "�Y .TnBariddOn anm�+.s • u�nag • R.ssIMp CODE REVIEW Professional Service Indu: 9748 33rd Street Orlando, Florida 32839 Plans Re;•:e•.5• Richard Gids ICC ;.5107841 FL it5P.'P.45 SI -11 76 LA #U D241 G Depart—ni M'nag- Vwtof C. FL PF *62379 50'-0" MAXIMUM BUILDING LENGTII - NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY 4 =I CODE VERSION`comDk tscE-; zoi4 Nec` NUFACTURER LARK BUILDERS, INC. AGENCY TOP UNE ENGINEERING. INC. BUILDING TYPEO�CTURED B I G CONSTRUCTION TYPE Y-8 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Y-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 2OPSF OR 5001b POINT LOAD SHELTER REVISIONS 9 SQ.FT, OR LESS urawT my. MTB Date; 7/12/17 Scale: N/A odel LB—S—LJ 1. 21"fO PIANS ARE NOT PARE OF THIS PIAN SET AND ARE T-ERNED BY LOCAL JURISDIC¶� N. 2 SECTION OF1rCOCE�"T FROM THE ENERGY CONSERVATION a. REFER TQ TE-DOV/N OETAS FOR PROPER INSTALLATION REQUIRE EMS T MEET CDOE. 4, ALL LUMBER FOR CONSTRUCTION VPLL BE /2 S.Y,P., EXCEPT AS 6. STRUTEDCTURES OVER 400 SQ_ FT- MLL HAYE AN 60• MINIMUM DOOR_ 6, GUTTERS TO BE INSTALLED ON-STE BY OTHERS THRU LOCAL Q 7, CAu W Do*s AND DOORS TO MEET THE MINIMUM SPECIFICATIONS A5 PER FLORIDA gUILDING CODE. B k ACCORDANCE YRTH FBC 1609.1.2, STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION VmH A FLOOR AREA OF LESS (1/ 7HA� 720 SpDARE FEET ARE NOT REQUIRE. TO COMPLY V/ITH THE L1_ MANpATOR1 WIIN RINE DEBRIS IMPACT STANDARDS OF THE 2014 W FBG. M B.IN ACCORDANCE WITH FL£ 1008.1.1, BUILDINGS THAT ARE 400 CLJJ SOUME FEE_ToT OR LE55 THAT ARE INTEN FOR RESIDENCES IN L SSUUBBJJECT TONTHE DOORS HEIGHT ANO ✓r1DTH REQUIREMENTS OF THE FBC 2014, 10. 663.W(1)d IN ACCORDANCE H FLORIDA STATE STAME , LAVM 1YT STORAGE BUILDING$ AND STORAGE SHEDS BEARING THE INSIGNIA OF W APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT T $533.842 (DrLDRIDA PRODUCT OORS OR OTHER CO ARE NOT REQUIRED FOR VANDOft IW Y\EW.. T.:. J 6 • Q .= W i STATE OF 44/ fy ����►flllll��� Matthew T. BDIdWin P.E. U Florida License #64608 W w Sheet- FBPR-8 OF 8