HomeMy WebLinkAboutProduct Approval /r IW�i Infonm ion
7-BuildOn
Engineering•Consulting•Testing
June 26, 2015
Mr. Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Hand! House Manufacturing
Plan Number: HH-160 SW-14
Dear Mr. Richmond,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2014 FBC, 5th Edition
2011 NEC
2014 Florida Fire Prevention Code
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully s mitted,
y
William E. Neary, I
Department Manager
Modular Facilities Division
Copy to: Bonnie Gowen, Handi-House Manufacturing hand ihousemfg(a)gmail.com
Haney sociates Inc.
Engnee"ring &'Construction P1ani►iing.
F.L.Certificate of Authorization No:-27124
P.O. BOX 348 •SIX MILE,SC-29682 -6 (864)-646-7600,(0) 4 Mobile: (864)76341300
EMAlLc.haneyassociates@bellsouth.net
Orrick R. Haney,P.E.
President
)Date: Auld 25,2015
Florida MY nafactured Building�Vrogram.2014 Code Update
,Attention::
William R'Neary,.111
Professional Services Industries,.Inc,(PSI)
1748:33rd=Soeet
'Orlando;FL 32839
Project: H'ANDI-HOUSE MASTER DESIGNS
Client Name; Handl-House Manufacturing, Inc..—PO Box S310-Swainsboro, GA 30401
Assessment• '
The pans on file wifh the., tate previouslyapproved by the Florida Manufactured Building'
Program meet the requirements ofthe latest edition of the Florida Building Code,.FBG 2014
6tn Edition.
Handi=House:.Manufacturing, Inc, have the followingAesigns on filer
• 1;4a mph;—Standard and TurnAround Wood Shed Master
•. 1.60:mph.-Standard Wood Shed Master
16G mph =Tumkound Wood Shed.Master
• 160.mph.—Double Wide Wood 'Sh:ed Master
160.mph —Metal Double Wide Shed Master
160,mph.—Sfandard`.Metal'Shed Master
160 mph —Standard Wood Barn Master
haneyassociates@bdllsouth.net
15EN224 Page 1 of 2
The current plan tracking numbers of the designs to be certified as compliant with the latest
edition of the FBC which we understand will be reissued are as follows:
29151, 29152, 29153, 29154, 29155, 29156, 29157
Any questions concerning these plans feel free to contact me.
CEN
*. No. 645 8 ;•
STATE OF �
10NAL
��IFIIt1�
By: Orrick R.Haney, P.E.
Principal Engineer ,
haneyassociates@bellsouth.net
bellsouth.net
l 5EN224 Page 2 of 2
PSI APPROVAL 2015-06-26
� A" itival Stampsc_jt`
160 mph Standard Wood Shed Master Plan ,�_P�
GENERAL NOTES: N ,p�F �+ [2E51GN PARAWTER5: (HIP-GABLE.ROOFj
-
Handl.-House [WIND DESIGN PER ASCE7<iO,.5EI5MICDESIGN PER AI5C.341-05)
I.. TH15 STRUCTURE WAS DESIGNED IN ACCORDANCE OTH THE 2009 l� Q
IBC BUILDING CODE.AND THE FLORIDA BUILDING CODE. P.O. box :(530: 1. 'WIND VELOCITY: f60mpft
LOADING DESIGNED.IN ACCORDANCE WITH THE.A5CE-7-I0, 2. 'WIND IMPORTANCE'FACTOF. 1,,0
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 3 WIND EXP05UREi G
ABOVE.CODE;ANDALL,OTHEKAFPLICA13LELOCALCODESATTHE 5wain5b.oro, GA 3.0401 4 INT.PRE55URE'COEFFICIENT 0;18±
TIME OF MANUFACTURE:: 5 ENCLOSURE CLASSIFICATION: ED
ENCLOS
3 WRITTEN"DIMEN5I0N5.5HALL TAKE PRECEDENCE OVER SCALED G COMPONENT5 AND CLADDING
DIMENSION. Sileet Index. -ROOF LOAD(ZONE#-I):. +2 I.01-42 B;PSF
4. OUTSIDE OVERALL D1MEN5(ON5 CAN'VARY BETWEEN'L[MITSSHOWN ROOFLOAD:(ZONEl12):: +2'I.O/GO 3_P5F
BUT MEMBER;SPAGING SHALL NOT EXCEED UMITS;AS INDICATED.
S1.0 Cover General&Desig"ri.Notes ROOF LQAD(ZONE#3): +21 6/-95 2 P5F
5. LUMBER U5ED FOR CONSTRUCTION SHALL BE A5'FOLLOW5: :" WALL LOAD(ZONE 114): +45'.50/-49:80 P5F
S1.1, ,EleetriCaM General.Floor Plan -WALL LOAD(ZONE#S): +AG.30/-58:50 P5F
FLOOR JOISTS 2x4"S.Y.P,#2-(1 2 1.5%gMO15TURE CONTENT) -WALL LOAD,(ZONE#405):, +45:90F54.20 PSF
2.6 5'.Y.P.#2-(f 2-1.5%MOISTURE CONTENT) $1 2;', Skids&Floor Framing Plan
2s8 S;Y.P.#2-{1245%MOISTURE CONTENT) $1 3 Skid,and FIOOr Fronting Details 7. 'FLOOR DESIGN LIVE LOAD: 1`25 P5F
WALL STUDS- 2x4 5.Y.P.#14)2-1'5%MOISTURE CONTENT] 51,4 OpenlD S'SChedUle"$Fl aurin 8. FLOOR DESIGN DEAD LOAD., 12 P5F
ROOF RAFTERS- 2x4 5 Y P#1=(12 15%:MOISTURE CONTENT) g g 9. "R,OOF DESIGN:LIVE LOAD: 20"FSP
2xG SY.P.#1=(12-15%M015TURE CONTENT) S1.5:; ROOf fratning&;Schedule I O.`ROOF DESIGN DEAD LOAD: SELF WEIGHT
COLLAR TIES- 2x4,5Y.P.4 1412-15%MOISTURE CONTENT)_ d 1. WALL DESIGN LOAD: 8"P5F
WINDOWSILLS- 2x4 S.Y.P.#I-(I:2-15%p MOISTURE CONTENT) S1.6'. TyplCal Frame'SOCtIOn.Details 1 2:.;COMBINATION LOADS: AS,PER ASCE 7-10
51:7:" End]Nall Frame Options
Gi ALL OF THE FOLLOWING LUMBER 5HALL'BEPRESSURE TREATED: 13: SEISMIC USE GROUP: B
SKIDS,FLOOR JOISTS AND 3/h"TEG FLOORSHEATHING 14 ;BUILDING CATEGORY 1
7. TRU55 DESIGNED T`0 SUPPORT D.L.+L L=30 P.5.F. GENERAL-NOTES CONTINUED: 15. BUILDING;OCCUPANCYe STORAGE-NON HABITABLE' //®�� Irfamtation
8 "HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND 16. CONSTRUCTION TYPE: V B' LIr2 gy TOBui)dOn
5UBJECTTOLOCAL JURI5DICTIO,NAPPROVAL 17 ALLOWABLEFLOOR5: I w�+m• •r v
9. ALL ALUMINUM TO:@E 3005-3 LOS ALLOY WITH 32;000 P51 MINIMUM 20;OPTIONAL W.ERIOR WALL CgVERINGS INCLUDE 18 EXTERIOR WALL FIRE RATING: O•
YIELD STRENGTH, 'CORRUGATED ALUMINUM,MASA ALUMINUM,4-LAP 19, DESIGN.OVERHANG: 8'INCH CODEREV/EW
10.ROOF:5LOPE 5HALL�BE 3:12 WHEN SHINGLE$,ARE'APFUED,SEE FBC ALUMINUM,518°P:T.Tl-I l SIDING,VINYL SIDING WITH. 20:.DE51GN MEETS INTERNATIONALBLIILDING CODE 2009 @FLORIDA 1748Profes
leervice Industries
ENERGY BRACE BACKER,HARDI BOARD,STEEL5IDINGANO Orlando,
33rd Street
f=507:2 FOR.SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL, BUILDINGCODE Orlando,Florida s2B39
ROOFS SHALL MEET,MANUFACTURERS RECOMMENDATIONS, "PLEKO"STUCCO ON 5/8°DEN5E GLA55 GOLD, '21,.THE CONITRACTOR><vIANUFACTURER MUST COMPLY WITH THE Plan Revie.rer:William E.Neaq.III
1:1 ROOF RAFTER5:SHALL HAVE THE SAME SPACING A5;THE.WALL 2'1,ALL DOORS SHALL BE ABLE TO.BE OPENED FROM THE ;FOLLOWING CODE5:: ICC a 6185040
5TUDS AND..SHALL BE LOCATED DIRECTLY OVER THE WALL STUD, EGRESS SIDE WITHOUT THE USE OP A KEY. 2014 PBC,5" Edition -
LA 0000406
22,,DOOR SHALL BE 2'1./4°x 116:ALUMINUM EXTRUDED
12. ROOF SCOPES BETWEEN 2 1,2 AND 4:12:SHALL HAVE A DOUBLE / -2011 NEC MI SMP-
FL 51
79, 1
UNDEKLAYMENT APPLICATION IN ACCDRDANCEWITffSECTION FRAME WITH AN ACUtv11NUM PANEL INSERT:ALUMINUM
2014 Florida Fire Prevention Code
1507.2;8 OFTHE',FB.C.2010 TRIM AND ALUMINUM:PIANO HINGE ATTACHED WITH Haney Associates,Inc.
13..WHEN KOOPING,PANELS ARE PLACED VERTICALLY'.DADO IN Ix4.'s;AT ALUMINUM RIVETS.DOOKATTACBED TO'VEKTICAL2x4• -2009 INTERNATIONALBVILDING CODE CertificatepfAuthotiz cri
24.°O.C.,,MAX:FASTEN TO EACH'RAFfER w/.(3)-0:13 I°x 2Y'LONG 23.OPTIONAL D00R5:INCLUDE DOUBLE ALUMINUM DOORS, THESE BUILDINGS ARE F�(EMPT FROM 711E THE, FBG ENERGY No:27124
GUN NAILS; GARAGE:DOORS'„GO"x 72°'ALUMINUM DOOR 32" AND CODE IN ACCORDANCE WITH 101.5.2:
48°51NGLE;DOORS'„AND PRE HUNG"STEEL DOOR5.TYPE,
14 LOCAL CODES AND ANCHORS SHALL MEET
19 NOT AI FOUNDATION.DE51GN APPLICABLE ;51ZE.QUANTITYi AND LOCATION MAY VARY. SITff JW5TALLED.ITEMS:. `����GK IR.t y r4,�
5. BUILDING IS CLASSIFIED AS TYPE: (STORAGE) 24.PREMANUFACTURED`DOORS THAT MEET APPLICABLE I': THE'COMPLETE FOUNDATION SUPPORT AND'TIE=DOWN SYSTEM. Q�.r`CENS' 9!(i
I,G. ALUMINUM.WINDOW-9,-TYPE,SIZE',-QUANTITY,AND LOCATION MAY CODE5 MAY BE USED INSTEAD OF DOORS'LISTED ABOVE 2, 'RAMPS,STAIRS AND GENERAL ACCE55 TO THE;BUILDING. _R_ V
VARY. 25.MAXIMUM.WALL HEIGHT TO[3E;'8'-0'".STUD AND RAFTER 3. ELECTRICAL 5ERVLCE)HOOKUP(INCLUDING FEEDERS)'TO THE �'�: r. 6 158 '..0
SPACING SHALL BE 16"O C Max,FOR ANY WALL'HEfGHT *• No. 6 58 :,
67. ALL FASTENERS INTO'P.T..WOOD SHALL BE HOT DIPPED GALVANIZED` BUILDING. _
FASTENERS. ABOVE T-0` WALLS UNDER 7'-0'IN HEIGHT MAY HAVE. 4 ROOF D INAGE SHALL PLY 150
RA COM WITH FZ.0 ' 3.AND -'
FRAMING SPACED AT 24 O C.;.Max.
18.,MAN UFACTURER.INSTALLATION STANDARDS SHALL 13E FOLLOW, IN. R3 15.G STATE OF
ORDER FOR THP5E'DESIGN DRAWINGS TO ACCURATELY REFLECT 2G:ALL BRAND MATERIALS 5PECIFIED MAY BE SUBSTITUTED NOTE:THIS L15T DOES NOT NECE55ARILy LIMIT`THE,ITEMSOF WORK
FIELD PERFORMANCE.CONDIT10N5, FOR.EQUIVALENT OR GREATER PRODUCT: AND,MATE9IAL5 THAT MAY BE REQUIRED FOR A COMPLETE
RE5 '%tcS ORIOP �j�:
19:,THESE 5TRUCTU `51HALL NOT BE USED FOR COMBUSTIBLE OR. 27.ALL BUILDINGS(EXCEPT 71105E IN USE AS AN ACCE55OPY IN5TALLATION`"ALL SITE RELATED ITEMS ARE SUBJECT 70'LOCAL
` BUILDING,FOR A.ONE OR`TWO FAMILY DVIMING UNDER r�i�ANAL v`'
HAZARDOUS MATERIAL. JURISDICTION APPROVAL
4005-I t.)MUST HAVE ATLEA5T(1)32"x80"(MIN.)DOOR.
r I Sheet Number:
TheseTans were designed in accordance with:
p 9 Standard Wood Shed Master Designed"By: Project No.
Haney Associates, 2014 FBC,5"'Edition O.R.H.. 12EN2U
in :2011 NEC Handi-Hlodse
'Engineering&Construction Planning 12014 Florida Fire Prevention Code P.O.Box 830 'Checked BS1 .0
F,a;lbi 749;Si.M1IDgS.0 Mal-FLoa 864616.7600 y: Date:
For Wind Speed 160 mph,Exposure C 5.wainsboro,GA.30401 C:L.A. 11/19/12
16f 8
PSI APPROVAL 2015-06-26
€L.ECTRICAL.NOTE AgpiovalSta nps�
1, WHEN AIR CONDITIONING 15 IN5TALLE9IN 701'5 BUILpING IT SHALL BE
,
THE RE5PON51BILTTY.OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND,BREAKER 51ZE5.POP,ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO.BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION,
2 FLEXIBLE CONDUIT FOR,UGHT FIXrURE5
3: EACH CIRCUIT 15 TO HAVE CONTINUOU5'50UD COPPER INSULATED 32'M
INGO°MAX.WIDTH
GROUND WIRE CONNECTED TO,EQUIPMENT GROUND BAR IN THE MAIN W NDOW.HEiGHT,LOCATION 24° Q BY 6'8"HEIGHT DOOR,
AND.QUANTITY.MAY VARY 5''MAX. MAX.
DISTRIBUTION PANEL LOCATION MAY VARY.
4. EQUIPMENT GROUND BAPJN.MAIN D15TRIBUTION PANEL.IS TO BEs AND ARE OPTIONAL. / �.
GROUNDED,TO MINIMUM 10'-0"COPPER CLAD EARTH DRIVEN,ROD `
WITH GROUNDING CLAMP APPROVED FORDIRECT BURIAL. - --
5. ALL CONDUIT TERM(NATION5"OF I"OR,LARGER ARE'TO HAVE PLASTIC
INSULATED BUSHINGS. r F
G: ALL.EGECTRfCAL.WOFK 15 TO`BE IN ACCORDANCE WITH THE NATIONAL 2X4 5.Y.P:.22 WALL-
ELECTRICAL CODE(NEC);LIFE 5AFETY.CODE(NFPA 101),'LATEST STUDS W!S.Y.P.
EDITIONS, �\ (l2=214,501E PLATE _
T. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE m —P T,3/4'TtG v
DISCONNECTS,ADJACENT TO THE EQUIPMENT SERVED,A UNIT SWITCH: FLOOR 5HEATIII-
;.
° SEE VARIOUS END O
WITH A MARKED OFF"`P051TION THAT IS PART OF THE HVAC SEE•VARIODS END WALL 4
WALL FRAMING
EQUIPMENT$HALL BE PERMITTED A5 7HE'DISCONNECi1NG MEANS Q - .FRAMING SECTIONS FOR
SECTIONS•F.OR WALL z
ONLY WHERE 6THER"D15CONNECTING MEANS ARE AL50 PROVIDED BY �: \ WALL AND DOOR FRAMING.; O,
AND WINDOW FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER. ; l
8. PRIOR TO ENERGIZING'THE ELECTRICAL.SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DE5IGNED AND VERIFIED AS
BEING IN COMPLIANCE WTFH SEC. 1 10=9 OF THE NEC BY A LOCAL >
ELECTRICAL CONSULTANT. C'�
I��/nfnm
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO.BUILDING ( .. ,. `�� TnBuilrdOn
l0n
(INCLUDING:ALL DISCONNECTS,OVER CURRENT"DEVI6E5,PANELS,; ,$-'s, i. CODER�•�
GROUNDING,ETC.)15 DESIGNED BY OTHERS,'5rrE IN5TALLED, CODE RE
SUBJECT TO LOCAL JURISDICTION APP..ROVAL. Service Industrie
VIEW
10, ALL WIRE5;TO`SWITCt1E5`AND OUTLET5:T0 BE#,I 2 AN/G THHN'AND Y?PTIONAL:ECECtRIC To WP ./ 32"MIN.,.GO°MAX.WIDTH Orlando,firFloridatr s2&3s s
WiLLMEET TI1E COLOR CODE REQUIREMENTS=SET FORTH IN THE NFPA EACH,UNIT FIELD. BY G'-8"HEIGHT DOOR
4'=0"or 6'-0" Plan Rarewer.William E.Neary,III
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY,. ICC a 5185040
I f. ALL ELECTRICAL OUTLETS'SHALL BE GFCI IN'ACCORDANCE-WITH EXISTING POWER Optional Porch LA auo040e
ARTICLE I:2.1 Ob(A)(2)NEG-08, 50URCE.T0 UNIT FL SMI-79,SMP-51 ;
50,'-0.MAXIMUM BUILDING LENGTH
HaneyAssociates,7n c,
Electrlcak Symbol.Key ceitificatepfauthorintilon
NOTES'. No.27124
1317,101 duplex Receptacle 120V 1 P1 •ALL ELECTRICAL EQUIPMENT SHOWN I5 OPTIONAL AND LOCATIONS MAY.VARY.
WALL
•BUILD NG5 WITH WALL HEIGHTS.GREATER THAN 9'-0"SHALL HAVE' '
FRAMING'5PAGED AT'I'6 O C,,MAX, �H t I Ui
O Incandescent Light w/(1)411)w Bulb:, Gk R y'!:,
...
'CEN
qN�
Q' Junction.Box Typical No64558
$ Switch
Flooilo6r.Plan =
SCALE
ro
WP Weatherproof o� OF :.
$R �Switch.w!Receptacle,O'utlet 120v 10_ ANAL
These plans were designed in accordance with: Standard'Wood Shad.Master Desi ned;Br. Project;No:; ,
Sheet 1Vvmber:;
�aney Associates, Inc.
2014 F8C,511 Edition Handt=House O,R.H, 12EN224
. . .
r Pngineeir 8i Construction Plan2011 NEC S1ning >r1 Florida Fire Prevention Code P O Box 830 Checked By: Date:
PA,Boz748 St.Mile,S.C.2482-Ph•p&4-6067kb For Wind Speed 160 mph,Ex osure C SWalnsboro,GA 304Q1
2-of 8'
PSI APPROVAL 2015-06-26
Ap""'Vdl'8tamps"
SKID LAYOUT AND FLOOR.FRAMINIS SCFIEDULE SEE 5CHEDULE FOR aoI5T.SIZE — --
125 psf Live Load (2.Skid) 125 psf Live Load(3 Skid).. : r
Width Joist size&Spacing A B, Width Joist Slze&Spacing AA� _B
6141. 2x4's:@'16"-O.0 Max, 15 : 42' ,6'-0" 2x4's @ 16. O C,Maz, 12" ,24"
'8'-0" M's-@ 16"O.C.;Max. le' 60" W-bo 2,Ws @ 16"O'C.;.Max. 16" 32
10'-0'i 2x6's @ 16,"O C.,:Max, 24" 72" 101-0" 2x6's @.16"O.-C.,Max:, 20" 40! SEE SCHEDULE MR 1015T 512E
11'-0" 2x6's;@ 16"O.C.,Max. 1:24" 84" 11'-6"1 'W's @10'O.C.,Max: 22" .44:'
_
11'-8" 2x6's @ 16"O.C.,Max. 28" 84 11 8:" 2x6's @ 16"Q C,Max- 24" 46''
13-0" 2x8's;@ 16"Q'.C.,.Max. 36" 84' 13-0" 2x8's @ 16"O.C.,Max. 26" A" �,. `B � ��,
,r-
13'-8" 2x8's;@ 16".O.d.,Max. 40" 84":13'-8"+ M's @ 16"D.C.,Max. 28" .56"
NOTES:`
.FA5TENERS WILL.MEETTHE MINIMUM'REQIIIREMENT5 FOR ALL.5TRUCTURAL COMPONENT5 AS 5ET FORTH
UNDER F6G2304:9.I AND TABLE 2304.9.1 UNLE55 OTHERWI5E+5PEOPIEO:
•
ALL 5KID5 ARE.F.T.-4xG5.Y.P.#2 OR(2)-P.T.-2xG 5.Y.P.12
6'-C9 WIDE°UNITS MAY U5E 2x4 S.Y.P.113'JOISTS
ALL J015T5;ARE TO 5E-P.T.-5_Y.P.#2
Z7P:T:.SIDE RAII T0'MATGH P.T.SIDE RAIL TO MATCH'
J015T SIZE,5EE FRAMING J015T SIZE,SEE FRAMING
SCHEDULE FOR 512E5. SCHEDULE FOR SIZES.
Q car Infomudion
CODE REVIEW
Professional Service Industries
HH H m 174833rd Street
SEE 5CHEDULE FOR.1615f5121f Orlando,Florida 32839
Pian Reviewer William E.Neary,111 '
SEE 5CHEDULE MR.J015T 512E ICC u 5185049
m LA 4Uo040e
FL SMI-79,SMP-51
Haney Associates,Inc.
Cerdf16tdofAUthodza6n
No:27124
L Hq Q• ``GK'illj, 'r
R
.........
�i
344. P,T.-4xG S.Y.P.#2 or 4LO"or G'-0° 3e4 R.T.,4x6S.Y.P.#2 or
4'-0 or GUO' ���� i �N/ISyE F�
1; (2)-P7.2xG S:Y.P;'1.2:5KID5 h: (2)4P.T:2xG 5.Y:P.: 2 SKIDS O Zonal Porch No. 6 55B
OptionaLPbrc.)i P` = �'
50'-0'MAXfMUM 6UIID05 LENGTH 50'=0°'MAXIMUM BUILDING.LENGTH t
STATE F ,
Typical 2 5kid Floor framing Kan Typical 3 561 Floor Framing Plan
SCALE. I/4".:I'-O" 5CALE IL4�=1'P° �t(,,rltt)11a
These plans ere designed in accordance with: Standard Wood Shed Master 6 Desigue4By: Project No. Sheet Number:
w
= Haney Associates, inC. 2014 FBC,51^Edition Handi-NOUS@ O.RH. 12EN224 ee
2011 NEC V 1 2
E,ngiineering&Construction Planning. P.O. BOX 830
.` P.O.Box 348,5Uhmc,S.C.'19692-PdaneA64G467609 2014 Florida Fire Prevention Code I Checked By: Date: '
For Wind Speed 160 mph,Exposure C Swainsboro,GA 30.401 C.L.A. 11/19/12
n,
3 of 8
PSI APPROVAL 2015-06-26
Approval Stamps;
.2x4 5.Y.P..#2 WALL STUDS • �............................_..._....................._..... .._...t
SEE PLAN VIEW FOR 5PACING 2x4 S.Y.P.#2 WALL 5TUD5'
5EE PI.AN-VIEW FOR 5PAGiNG
SKIDS,:NIAY
M II..N,G BE P T:4x6$.Y,P,
.5EE FRA5'CHEDULE. 2x4 S Y.P.#2 5OLE:FLATE,
#2 OR t2)P T. !xG„5-Y P,#2 SEE FRAMING SCHEDU(E
FOR J015'T S2E 5EE WALL STUD TIE DOWN FOR J015T AND BAND 512E 1
OFTION5°A'4"B°
k { 5EE WALL STUD TIE-
z T 3/4”T*G FLOOR' P:T.3/4"T4G FLOOR
DOWN OPTIONS°A`4."B"
SHEATMING: 511EATHING
T.
5ENCO K28(OR EQUAU OTCH 5KI 75 INz 1& `
;KAib AT 12 O C,.'izdWs FOR EACH:FLOOR JOIST, it t
5HA,LLBE 1:5°FROM EDGE: ---—•------ /� X `3
1 i 2x4 SY.P #2
STAGGER ROl'J5 6"FOR Simpson 0520(or ec(ua
(2)=F.T.-S.Y.P.-2x6's'SK D5, 2x.'BCOCKING BETWEEN SOLE PLATE 20ga.UPLIFT STRAP)w
5TART PATTERN WITHIN G° . 5KID5,rA5TEN TO ENE) (4)-0.131 x2.25°NM5
OF EACH END OF SKID 2x4 BLOCKING BETWEEN ' JOIST V.9(3)-0 J 20N3"
'
E
ACH END,MINIMUM
50)01 PA5TEN W .._... NAIL-5-
-AT
AACh OPTION"A"
,2)-0,12& 3'NALS , D
Z.O.C.,STAGGERED: 37WALL STUB TIEDOWN DETAIL
I SKID€F.00R FRAMING'DEfAiL_.
i( 2'1END.JOIST FRAMING_•D�LA1L_
L.5,°=I'-Q° .
PaJnfor notion
6TOBuildOn
'SKIDS MAYBE P.T,4x6'5 .P, a ave—�.•M+s
#2 OR(?)P:T.-2x6'5 Y.F.P #2
CODE REVIEW
2x4 5iY.P_#.2 WALL 5TUD5 . • Professional Service Industries
1748 33rd Street
5EE PLAN VIEW FOR 5PACING 2"IAP SPLICE FASTENED Orlando,Florida 32839
ATTACHSOLE PLATE ,!: STPlan Reviewer:William E.Neary,III
5EE FRAMING SCHEDULE TO.5KID FRAME WTjH ,-'T W/(G)-51 I 0x4-LAG5 Icc a Blas m
5/1'G70"LAG SCREW •' P,T-4xG S;Y.P_ (OUTER FACET,(3)-5/1 GN4" LA auo0406
FOR 10157 AND BAND 572E AT L8."ox,,MAX. #2 SKIDS: LAG$(INNER,FAGFa;,(9)LAG FL SMI-79,SMP•51 _
I ATTACH JD15T TO SKID WHaney ane __
P.T.314°TEG FLOOR. AssowBtes;Inc
SCREW5 TOTAL.
SHEATHING 511 G x4°LAG.5CREW OR(2)
��-.. Certificate,of Authodution
ti 51MF50N H-3(OR EQUAL)AT
I EACH END OF MOT.,SE[ 3 6°SPUCE
PLATE ON;3 of No?7124.
174 FRAMING SCHEDULE FOR.5IZE_ 4 51DE5 OF JOINT FA5TEN
EACH PLATE'W!(5)-SENCO ``1�ttIR Ilrrr r
j 5 Y.P.:#2 5KID5 K28.(OR EQUAL)NAILS � K r i
2x4 S.Y:P.#2. (2)5IMP50N H$.(OR NOTE ATTACH END:JOIST5 TO SKID WITH(2)-5/1 G'x4° EACH SIDE. C'" y���^
Et}UAL)CUPS AT FAC LAG SCREWS(`R(4).-0,13 Lx4"GUN NAIL51 ANDA
50LE PLATE, STUD ONE EACH 51DE1 O X184 y
5IMP50N t1-3[OR EQUAL]AT FaCH:EhtD OF JOIST.
OF SOLE PLATE
No. 558
'OPTION°B" TYPICAL SKID TO .
O SiF
4 J015T CONNECTION DETAIL 5 TYPICAL 5KID SPLICING DETAIL I ATE O
/36 A . AI
1, 5C-4b 314•=1.-O.,.
�Io."
._._... ----- .-._.._.......-
j These plans were designed in accordance with: Starit�ert�wood aSheC� Master DesignelBy: Project No Sheet Number;,
1 4y
HanAssociates, Inc. 2014 FBC,511 Edition Haridi-House O.R.H.
2011 NEC j 12FN224
_" r... ey
Engineering&Construction Planning I V 1 ■
2014 Florida Fire Prevention Code P.O.BOX 830 'Checked By: Date:
I P.O.BozJAB,Sts! MTI,,S.C29682-M-866460a 464For Wind Speed 160 mph,Exposure C Swainsboro,GA 30401 C.L.A. 71/19/12
r 4of8.
PSI APPROVAL 2015-06-26
p zoyal Stamps;
4:5 30.5"
42"Max, i-
Mz Max.
75:5"Max:
i•
t
SEE 5CHEDULE BELOW FOR ALL
OPENING;MQUIREMENTS:
50'-O''MAXIMUM'BUILDING LENGTH, .
yplcal Side Wall Openings Frarniing.
....._. -
SCALE:I/4°=1'-0' .
WALL OPENINGS.FRAMING SCHEDULE
Nva lrformdtton
Max. Header/Sill Header Fasteners Sill•Fasteners King(Mack option A:Stud to Band Joist Option!B.Stud to Opfion.k Option B: I TMB
Opening 'Type (Each End) (Each.End) Sfutis Strapping&Nails(each end) Band Joist Clips AnchorLags Anchor Lags
Y4:5" (2)-16d Nails 1/.Q None Required. None Required. N[A. N/.A (
CODE REVIEW
1/4 (4)-16d.Nails � q ' q ( ) ( ) i
Professional Service Industries I
22!5" 1,/.1' (5)-16d.Nails 2-16d Nails 1/"0 None Required None.Required N'/A N/A) 1 174633rd Street
( ) q Q ( ) ( ) :1Orlando,Florida 32839
n Reviewer.
30.5" 2'/1 (7)-16d Nails (4)-16d Nails 1,k0 None Required None Required (N/A) (N/.A) , IP
la
c a 616 ,William E.Neary,III
42" 2;b 1 (8)-160Nails (5)16d Nails 1/_1. (2)-20ga..W/(5)-0.131j(2.25-Nails (2)Simpson'H-3 5 5 �F`SMI
-79S MPS1
69" 2/-.2 .._ (1.0)-16d Nails (7)16d Nails I 1/1,_ .,(2)-20ga W/(5}-0 131x2,25"Nails' (2)Simpson H-3 7 5
63", 3 72 (10)-16d Nails (S)16d Nails 2/1. _ {3)-20ga w/(7)=0 131x2,25 Nails (3)ySilnpson H-3' 8 6 `ey ssoc�ates;inc.
. ..... ... _. ca of Authorization
75:5" 3'
'(13)AM'Nails (N/a;) 211 (3)-20ga.w/(7)0.131x2.25"Nails (3)Simpson.H-3 10. 7 I1o..27124
3 20 a wl 9 0.13tx225"Nails 3 Simpson,1-1-3; 11 12
96" 3 (1.3)-16d Nails (N!A) 21'1 O= 9 O- O P
`'oll"lflfr��
NOTES: ( r �• Q\ 11y� 9N
ALL HEADERS AND 51u5 5HALL BE CON5TRUCTED FROM 5 Y P#1 t Q� �) F
STRAPS CLIPS AND ANCHORING LAGS STATED ARE FOR EACH 51DE OF OPENINGS 1, ' Nd! 4558
STRAPPING MAY WRAP BAND J015T IF NEEDED TO INSTALL P.EQUIRED#cOF FASTENERS LN Z
r'
•ANCHORING LAGS SHALL.BEI FROM STUD AND SPACED.I' O C CENTERED ON BAND J015T, f
•REFER TO CLIP MANUFACTURER FOR CLIP FASTENING:REQ1JIREMENT5 (I)-2x4 5.Y.F.111 (2)-2x4 5.Y:p.Af w/112-TLYWOOQ (2)2zG 5.Y.P:°/11 w/ STATE OF i
•51MPSON C516 STRAPS(OR EQUAL)REQUIRED TO TIE HEADER:TO JACK STUD FOR ALL. SPACER or(1)-4x4;5.Y:P.A I I/2 PLYWOOD SPACER, Ox ;
OPENINGS 42'OR<GREATER,5TRAP5 ARE ALSO REQUIRED FDR,ALL IRTERUPTED 5TUD50Nt0s •�ORl9Q �'�>
i �?<
OPENINGS 60'OR GREATER 'Header/Sill Type I Header/Sill Type 2. header/SIII Type
SCALE: LS"=:1'-0" SCALE: 1.5.°=1'-0° SCALb 1.5"=1'-0"
These plans were designed in accordance with: iStandard WOOL) Shed Master Designed By; ProjectNo.
Sheet Number:
= Ramey Associates, gc. I'll FBC,5"'Edition Handl--HOUSe ORH: IZEM224
2011 NEC
"Engineering&c Construction Planning I P.O. Box 83A ■
= � .. 2014 Florida Fire Prevention Code Checked]3y: Date:
.�„ P.0,8"x766,5h MtleiSC.3968r-eeovg86J-W676uo '
For Wind Speed 160 mph,Exposure C Swainsboro,GA30401 Cl;A. 11y19/i2 5 of 8
PSI APPROVAL 2015-06-26
Approval Stamps:
ROOF FRAMING SCHEDULE. SCHEDULE AND ROOF FRAMING NOTES: ..
Wall Framing at 24"o,c„ Max. Wall Framing at 1;6"o.a., Max, BUILDING5 VA H W L NEiG 1T5 GREATER TH T O'Sk1ALL HAVE WALL AND!ROOF F(ZAMING 5PAGED
I Regwlre....# Requited,#
Al I G O C:,MAX:.
Width Rafter Size t- Width Rafter Size. :ROOF FRAMING 5Hg1 t BE SPACED TO UNIf UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD
of Strap,Nal of Strap'Naiis TRANSFER AND 5TP.APPING.
— sRAFTEP.TO STUD STRAPPING SHALL BE 20ya,x I.Y""WIDE AND FASTENED WITH 0:1.31xZ.25`NAILS
6'-0" S;Y.P..#1 -.2k4's 6(ea.end) 6'-0" S.Y.P:41-2z4's 5(ea.end):
e:ROOF DRAINAGE SHALL COMPLY WITH F.B,C.20.10 1503 AND 931 B.G
8'-0" S.Y:P.#1='2x4's 7(ea.end) 8'-0 S Y:P.#1 a4's 5(ea.end)'_ ;ROOF FRAME,TO'WALL FRAME,5TRAPPING MAY BE IN5TAL.LED ON THE INNER OR OUTER FACE OF THE
FRAMING;
10!-0" S Y.P.#1-2x4's 9(ea.end) 10!-0" S.Y.P...#1 2x4's 6'(ea.,end) .'FA5TENER5 WILL.MEET THE MINIMUM REOUIREMEN'T5 FOR ALL 5TRUCTURAL COMPONENT5;A5 5ET
_ _
S.Y,P #1 2x6's' 10(ea.end) 11'-0 S.Y;P.#1-2x4,'s i 6(ea.'end) FORTH,UNDER FBC 2304 9.1,AND TABLE.23043.I.UNLE55 OTHERWISE 5PEGIF1EDr
11'-8" S:Y..P,.#1 -M's 10(ea.end) 11'-8"' S.Y.P.:#1 2x4's 8(ea,end).
—.
13'-0 S.Y:P.#1 MIS 11•(ea.,end) 13'=0" S.Y.,P.#1 2z8's 8(ea.:end)
S Y.P:#1-2x6's' 12(ea..end) 13'=8" S.Y.P.#!.-Mis 1 4(ea..end)
Optional Porch
r. IIfolmrdion
� +.TaBuitdOn
1 c.d�w.•r n�•nnee I
CODE REVIEW
FIF� �� Professional Service Industries E
_ SEE SCHEDULE FOR RAFTER 51ZE i 1748 33rd Street
Orlando,Florida 32839
+4 Plan Reviewer William E.Neary,III
"rJ4 ICC N 5185040
RIDGE to nI.uoo4os
FL SMI-79•.SMP 51 ..
RaneyAssociates,Inc:
> •< Certificate of Authorization
P.T.-4x4 5.Y.P.12 BEAMS No.27124
UNDER WALL TOP PATE TO
ALLOW TOP PATE TO RUN t1{11 t t t
---- --- CONTINUO5FOR:RAFrER. V�)• R rr�ir.
- cK y
BEARING.(PORCHES)
`50I-0"MAXIMUM.BUILDING LENGTH '
5f
NIX 5511 ;
-_•'p I
Typical Rao{FraminSTATE
g Plan �,�'•, I
5CALE: 1/4' '1-O° %�S,FCORIOp. ���•'
r;S�ONALIIC`',
.__.................-...............---- .....__...._...
_.__....._
I These plans were designed in accordance with: Standard Wood Shed Master DeslgntedBy, Projec[No, ShCetNumbers I
2014 F8C,51"Edition O.R.H. 12EN224
I _ Haney Associates, Inc I 2011 NECHandli House
I
a L.
Engineering 8c Gonscruciaun Platinins I S :�-�
P.a:li.04 slz NIB,,&C Msi PE"ao:B61-6 04wo 2014 Florida Fire Prevention Code P.O.BoX,830 Checked By: Daloi
For Wind Speed 160 mph,Exposure C Swainsboro,GA 30401 C.L.A. ]1/19/12 r.
•
PSI APPROVAL 201.5-06-26
:Approval.$tamps:
2 112"x I/2"CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4 -- — '
DADO IN fx4'�rAT'24'Q.C.; ROOF PANELS FASTENED BEAM W1(2)0-131 x 3.25°GUNNAIL.A7 6°O.C.:�
! "�
MAX:FASTEN TO EACH WITH 1!4`-14 x 3/4°HWH
RAMR'iv/'(3)-.0..131°z TRAM!AT 8'O.C. !
2.25"LONG GUN NAILS;OR -- - -`
(5)2.5'- 14 Ga.5TAFLE5 ; SEE ROOF FRAMING P T 4x4 BFAMS
SCHEDULE FOR RAFTERS
NOTCHED AND AND
(2)H-3,C-UP5 AT
( 1. EACq CORNER FASTENED'TOGEHTER
'� -----' 5EE DETAIL512151,6 4-3/5.1.6' WITH(4)-0:131 x 3:25"
FOR RAFTER TO STUD GUN NAILS
CONNECTION OPTIONS -4x4 AT EACH
9 p SEE ROOF'FRAMING DADA.fN Ix4s PASTEN.TO CORNER CUT
p t : SCHEDULEFOP,STRAPPING EACH STUD'.w1(3)�O.:(3'L"x DOWN tQ
PIT.4z4.;AT
z O REQUIREIv1c"NT5 SUPPORT E EAMS EACH CORNER
.e 2.25"LONG GUN NA(.5,OK
N (5)2.5"- 1.4 Ga.5TAPUE5 E.
lD
O' :2x4 5YP#I STUDS AT 16" -
SEE 51 2.FOR OR 24'O.C.SKID (21 H-3'CUPS'AT 3 x 5°STEEL NAIL MITEK'
AND.FLOOR FRAMING2 112 x I/2" CORRUGATED EACH CORNER OR ALPINE"PLATE5,.(2)
FMM5(FASTENED'A'748 x PER POST
..... . '
IYz°WOOD.SCREW`AT Ga
O:C.(OR EQUAL) --- --.-- i
VARIES,6'-0".to 13'-8°
4'-0"or 6'-0"
Typical Frame Section c°■ Injbinuuiorz I
SCALE: 1/4"=I'-D° Typical Forch Option.Frame LN
a■ ToSuild On
5CAL-If: 192°=1'_O' -MO—v-C-=-%o--V
CODE REVIEW
➢ADO 1N Iz_4'sAT24°O.C:,MAX.. 2z4COLARTIE5 Professional Service Industries
FASTEN TO EACH[RAFTER w/.(3)-
1748 33rd Street I
0.13 IN 2.25°LONG GUN.NAILS _ Orlando,Florida 32839 I
OR(5)2.5°- 14 Ga.5TAPLE5 SEE ROOF FRAMING CIC#5vie 0wr.William E.Neary,III
SG.HEDULE FOR RAFTERS LA#000405
="
- ......-r..•.... '� .,�._....,�
FL SMI-79,SMP-51
- - ,
SIMPSON H-3 OR EQUAL AT Haney Associates;Inc:
EACH RAFTER,,5EE ROOF Certificate of Authorization
9 °=I aY FRAMING SCHEDULE FOR No.27124
5TRAPPING REQUIREMENTS
3 x 5°STEE! NAIL.'MITEK OR'ALFINE', NOTE.SIMPSON H 3'MAY 111!I 1 l r
PLATES EACH 51DE.OF A55EMHLY BE REPLACED BY 3"x 5" DADO IN 1x4's FA57,E,N TO; ����GK iR !y r'fii
EMBEDDED HYDRAULICALLY OR BY STEEL NAIL MITEK'OR
ROLLER PRF55TYPICAL EACH STUD i0((3) 0.13 IN ��Q'`
ALPINE PLATES EACH SIDE' 2.25 LONG GUN NAILS OF, O� irg�✓zF �,C
#! COLLARTi'E OF ASSEMBLY EMBFDDEO (5}2 5`- 14 STAPLES � No.:.64558 "
HYDRAULICALLY OR BY S- t
ROLLER PRE55 1
O STA�0 .-,
I 'RIDGE COLAR:T If DETAILE. 2' W H ,OPt(ON-D TAIL_ 3 O HANG OPTION DETAIL I %fC�tS1 A-
-ORI�P
I. 5CALPe I'=!'-V1.-SCAiE:3l4-I'-0' S; I.�. 5CALE'3f4-1�'-0•
rr✓7:✓t1111��,
_.._..._...__. -_._._._ 1 _............ ... _ ......
- Sheet Number:
1 ,I These plans were designed in accordance with: Standard Wood Shed Master 1 1DesiginedBy Project No
Haney Associates Inc 2014 FBC,5"Edition Handl-House I CRM. 12EN244
y ! 2011 NEC ; ?
Engineenng&Construction Planning I 1 S1 .6
P.O.'Boi J4&BIs1NIIe;SC.296n-.1.houe:8WL1476W 2014 Florida Fire Prevention Code I P.O. BOX 830 Checked By: Date: i
j For Wind Speed 160 mph,Exposure CSwainsboro,GA 30401 j C,L.A 11/19/12 I 7 of 8
PSI APPROVAL 2015-06-26
��Approval SStamps '
3:°x 5"SUE, ALFINE
GABLE END,TRUSS GABLE;END:TRU55 -- -
ELATES EACH Or �.r
EMBEDDEDIHYORAUUCALLY OK BY 4,
ROLLER rRE55,TYPICAL (_
2a4.5,YF k,15TUD5- 2x4SYR#15TUD5•
AT I G°OR 24"O.C. AT I G QR?4 O.C.
20ga,`T-WALL BRACING•5TRAP5 ON
INTERIOR AND b(TERIOR of WALL,
FASTEN WITH(2)-Q.131 N 2)/4 LONG 22.5"
GUN NAILS OR 11$x 2Ay LONG, Max.
QAQO'1N.Ix4'5 FA5TEN'TO _Q 00 IN Ix4s FASTEN;T0
SGREWS A7 EACH".MEMBER
EACH 57TJD w/,(3)-'O.(P3 I x EACH STUD wl(3)-0;13I"x
2.25p1 ONG GUN NAIL5 OR CROSSING.
2.25"CONG:GUN NAILS OR
(5)2;5°- 14 Ga:5TAFLE5 (5)2.5"- 1.4 Ga.STAPLES
N
i
5EE 51.2'FOK 5KID AND FLOOR.
VARIES 6'-0140 13'-8° FRAMING
End.Wall Fra nlrig Optiori End Walt Framing Option
5CALE: 1/4"=1'-0' SCALE: 114"=I'=0"
ENDWALL5 MAY BE BALLON FRAMED e7�■ Infdrnlanion
GABLE:END TRU55, OF TO THE•RAFTER5'WHEN GABLE GABLE END TRU55 Mme°","220On
END TRUSSES,AR@ NOT U5ED. '
CODE REVIEW
Professional Service Industries
\, °• - �,. 1748 33rd Street
Orlando,Florida 32839
i 1 Plan Reviewer.William E.Neary.III
... 1I5040
2z4 SYP/F I STUDS 2x4 5YP Ifa STUDS LA 9U00408
AT I G"'OR-24'O.C., ` a T WA AT I G"OR.24"O.C. FLSMI-70,SMP-51
96 Max: 209 ...-:.LL,BRACING STRAPS ON
G3°Max:
INTERIOR AND EXTERIOR OF WALL,
m FASTEN WITH(2)0 131'x 2 yq LONG' m Hane,:4seacratas,Inc;
DADO IN Lx4's FASTEN'TO GUN NAILS OR Nbx 2Yp'LONG ' DADO)N I z4's.e TEN.f0 Certificate of Authorization:
EACH.STUD wF.(3}-"O.'131'z r/ o ,�: SCREWS AT EAGH'MEMBER ,� EACH STUD w/(3)'-0:l"3'I N
r GROSSING. No.:27124
2.25"LONG GUN.NA(L5 OR FT , ) 5 UN NAILS OR
($)'2,5 -14 Ga.STAPLES, (5 - 4 Ga.5TAFLIS �ttNl:atilt
2,25'LONG. ,
2; Ir
'�G R H r''
O
N6. 6
SEA'S°F.2:FOR SKID-AND°FLOOR.. _
VARIES G'-O"�t6 13'-5° FRAMING VARIES G'-0 to IN-5"
End Wall Framing Option End Wall Frammq Option '�pT STATE o
5.CALE. 1/4"=I'-O" SCALE: I/4 I-O°
���S��fVALt�C��•
These plans were designed in accordance with: Standard VlIOOd Shed Matter Desi d By: Project No t, 11m er.
Spee N b
2014 FBC,5M Edition O.R�.PI. 12EN224
Haney Associates, Inc. 2011 NEC Hand!-House
tr Engineering&Const uct pn Planning S'1 .,7
2014 Florida Fire Prevention Code P O:BOX 830 Checked By: Data:
•- ,,.:. PA.eox7Ce;Six ltflla;S.C:198Hr-Phone:86C-eCb7600
For Wind Speed 160 mph,Exposure C Swainsboro,GA•30401 C.I,.A. 11/19/12
• � 8-of-8 .
Handl-Houses o
THEY'RE FOR TAKE
TIE—DOWNTABLE 2A — 165D/170C TABLE 2B — 140C a
1.ZCHOoR SPACINNG 6 DESIGNED AS PER ASCE-7. 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING '
2 ALL MEISUREMENfs ARE CENTER-TO-CENTER. SHED ) ''(I UI ANCHOR 1 (I U ANCHOR
3,TIE-DOWN STRAPS m BE 1-f•.0.035'GALVANIZED STEEL.FEDERAL WIDTH SPACING SHED WIDTH SPACING CODE FOR TO
SPECIFlGDDNS QOS-781-H,TYPE-1.KNISH-8,GRADE-1. iIE-DOWN 1T{{ 000E YE�oN Im•e+ m-T.
STRAPS AND CONN ECTWO HARDWARE TO HAVE 4,725 LB.NINIMuN nE-ppm STRAP 1aµSYP 2 oN e'WIDE oR uss, y) UP TO 16'-D" 10'-0" UP TO 16'-0" 10'-0"
ULTIIMTE CAPACITY(x.150 LB..1.5),
4.ALL FMfH ANCHORS SIRALL HAVE A ININU11 4 wp ls.GPACDY. (SIE NOTES) (( y w(�)am P.r.ss/z sacs
5.EARTH ANCHORS LOCATTD AT FACH CORNER. U 16•FROM END ALL DSE(M BE SET ON GROUND), AGDM
(4 NINMUN PER BUILDING).AND SPACED AS PER TABLE 2A,B.0 DEPENDING TE-DOWN STRAP BOLTED TO TYPE 6'-1"TO 20'-0" 8'-0" 16'-1"TO 24�-0 e'-0'
ON SHED WIDTH.WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED 3 ANCHO 1/2'pPID`a TYPE 1 TYPE 2 BUUDDA nPE
ONI(ENDS. —1�MI u WRH Y/ASHt% 3O-MOVE ANCHOR 36•AUGER ANCHOR '_1"TO 24'-0 6'-0' — coF(sIRUCIIoN TINE v-e
S.GOI(C ANpHORS TO BE SPACED AS PER TABLE IA.SC DEPENDING ON FDR RDOK/CORAI. MR ma/CIAY TABLE 1 20Ci
SHED LOTH,WIND SPEED.AND EXPOSURE +243-(4aWa COKmE I;•;I _ TABLE 2C — 120C A CHORI G TO CO CRETE _ �
7.CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COYER(DISTANCE FROM WEDG E u-aFANN (,(47(IIS ANCHOR m�6
ANCHOR TO EDGE OF CONCRETE). (�3) •••'.: TYPE a 30"AUGER ANCHOR SPACING SHED WIDTH SPACING ocaIPAO�' n0R/
B.NININUN SOIL BFARING CAPACITY IS 2,000 PSF".) CONCRETE ANCHOR U ANCHOR ALLOWABLE NUMBER OF SIOAas 1
B.EARTI+ANCHORS AND CQNCIij(EtE AAN�(CHORS NAY BE US¢IN CONJUNCTION _ WRH-w _N Tmu SHED WIDTH 24'-0" 5-0"
PROyIDED TFAT THE SANE MAw1(UN SPACING IS FOLLOWED FOR EACH 4 I»NTI+EIE SPACING gLga WHA 59® V-IED im/1
ANCHOR TYPE TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0' 20•_p- 7-0' EXPD9SE V.
FNCIOSURE DpO¢e
16'-0" Y-'6" DnDDA1 PREs9AE CDETADLNT
NRORrAgcE TACTOR I.le
14'-0" 6'-0" Roor DEAD Ue1D lan
TTE-D.WX DOW BOLTED E-DOWN srPAP Balm Txau 12'-0• 9.-0" Roor LVE LOAD u"n aR_Pwl WD
ggff WWRDHH /2 p(A4ADDEE RTIE JD�fWDH t/z•yE�.yR�.A{.�ODE�'a S')a.4 sr/3 w e'WIDE OR(FS. (t)40 SP 12 w a'WOE OR LESS. TUDOR Duo ISD I—
FLOOR YINNUN WDH WA5HER5a BOLT UO E WITH.1^^'EIS +y he OR(1)4a6 P.T. GR{2). AL 2R OR(1)4aa P.T.SYP{2 SAOG FmOR INE LOM
ea5r
/�Ll.nsE(GN BE SET w GROUND). TIE-ooWH STRAP sLcumn ALL ELsgC4) SET ON GRoulp). 10'-0" 10'-0-
DE-DOWN STRAP mum To TYPE WOH @7+omta•NAas 8'-0" 12'-0" mo u,cs or-LONG Boat ROS WA
u��p�YAH =5 NDOutrs PFA ruu3iA I
3 UW 11 N 1+1�m1 WAS
1/E I (!L)(AmR� DOLT I U 6�-p" 12'-()" IIDRRYANE PRDT—"LS$E NO
WE A�INR WRH 1YASH 1 Y13•(Soo IB.)CONIUEIE '.I 51a•.30'EVDH ANcHm .: HURRrME SHELTER UM41E Ip
.'.•'.: WEttE ANalae WTm uN � ,,
AUGER SE MRcM,E 3) m0Jcur. .V —
DRNE S,YLE�'ROCI(/MRAL TABLE 1 B 140C m�E FOOT"`` A,
4•CONaETE A CHORI G TO CONCRETE REVISIONS
q•DOI✓�LTE oPRDNIL SUPPORT PAD(P.T.WOOD. 1(A)O U ANCHOR R DESCRIPTIODATE BY
IXA(CAEIE UM OR PAD)SPACED SHED WIDTH SPACING
AT W-W INX
24'-0"
20'-0" 5'-0"
nE-DOWN STRAP BOLTED TQU 16'-0" 5-0" °n+^
FLOOR m WITH I/2• 12 ON a'W1DE OR 16i
(1 4N SYP 1)w R WOE OR lFS DOLT MINI WRN WA9ikAS (])2as OR(1)4m PT.SYP/2)_
2N DOLE PUTS DWURULY (3)2a6 OR(1)4.8 P.T.SP{2 SXIDB AL1 E15E(CN!8E SFT w pmUm). 14'-p" 6'-D" 8�11�15
t/zts•(4m Ia)mNCRETE DUPABIE WTpo DR P.r.) ALL Ess:(rµIE sEr oN GROUND).
WEDGE ANpAN WITH z-WAaER I ,E IS. .M) 12'-0" 7-0" N/A
:. { • a/a'`4o-A STYLE 10'-0" 5-0" DI HOUSE A(ANUFACR)RING CO.
_ SI Wm1 ETE HDIe AUGER STYLE
FOR SOVCLAY.DRNE SIDE
�4, WExE A,AAR waH 2 WAvm ;;l FDR ROOVCDRAL e'—G" 12-0"
a GDNGAEIE 6'-0" 11-0"
L,co,
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH I u ANCHOR
SPACING
TE_ SKINT r 24'-0" s-e 11111111!/
(2)4.4 SIP/2 w a'WAE DR= (1)a.s"P/2 ON W WIDE OR SOD
TE-DOWN STRAP mum To W a:a oR(0 a.s P.r.sm{z sXms (sem ) (2)2.8 OR(+)Sri P.T.STP{2 9005 \\\
GROUND 1/R2H ALL EASE(Ow BE SET w GROUND). NL EUE R IE SET w GROIDA). 20'—p" 4'-0" `\\\1,...............WBq
+�,m•(400 z.4 saE PUDE DATUAAur TATAOE s Bar TOIUM W 16'-0" 5-0' ♦`�
DORABIE WDOo oR P.T.) WASIDLs.ALSO DONAXr AND DEA-DOWN snuP Balm To Z
WEDGE INCIIDR Wnx Y WASHED ATrACHFD
.GROUND
1�4DE aNjT YWA(U4 WRX/WAvms g �� �10ENSF ''•:��ly�i
a so•uRrH ANcxau AUGER 30'nE umH ANa'°A: 14'-0" P .64 !C"
AIiG A SATE FOR mn/GUY, ANGER 6TYIE mR m50uIL//GUY, i,
oRNE STYLE FSI Rocx/DORAL ."I. DILLY`sTruE Fort ROCI(/mPAL 12'-0" 7-0'
^P ` .a ovnoNA1 REINFORCED
NC • .!.•.. ",7
1 GOR E rO MOAnw 4- OPmNLL SUPPORT PAD(P T.WOOD. 1 8 "
I---B—1 ATATEwx B'-0" 11-0" 0 i STATE OF ;•4,1
TIE—DOWN DETAILS 6'—O" 127-0" 0 Off'••, FEORIOP
L.LI W fthOW T.Bdd*lO P.E.
F- Florida UCmme#64608
SNeal: AP-1 OF 1