HomeMy WebLinkAboutEngineering RECEIVED
FEB 01 2018
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HUM Houses
ST. Lucie County, Permitting ! .- Commission ✓f FF 115637 ea(narAee
My Commission Expires
June 12. 2018
pL` �.
TIE-DOWN NOTES* TABLE 2A - 1650/170C TABLE 2B - 140C )
1.ANCHOR SPACING R DESwNED AS PER ASCE-7. 30"AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
MAXIMUM ANCHO
.ALL UL49JRCAM ARE CENTER-TO-CENTER.
.TIE-DOWN STRAPS TO 8E t-i•.o.we•rxvAwzeo sen.FEOvu. SHED WIDTH MAXIMUM ING SPACING
ANCHOR SHED WIDTH R
SPECIFICATIONS 00$-781-H.TYPE-1.FINISH-B.CRAKE-I. TR:-GOWN _
STRAPS AND CONNECTING HARDWARE TO HAVE 4,72e L8.4RWNUM OWE rIREION >•
ULDWIE CAPACRY(7.130 L8..1A). Tr-OONN snw (())...m Ix a r tNE oR Lm ( NYAR.ctLNa w iaM LN.rwU."m
♦AHL EARM ANCHORS.150SMAHAVE A MIRMIRI 4,700 lR.CIPACHIY. (�NOti) UP TO i6'-0" 10'-0' UP TO 16'-D' f0'-D'
S.EARM ANCHORS N001TED AT EACH CORNER.M"LFM IC FROM ENO
cw o.aLlo TYPE 1 TYPE T 8'-1'TO 20'-0 8'-0' 18'-1"TO 24'-0 8'-0" trvc
(4 NRMRN PER BU81NNff).ANO SPACED AS PER rABIE u8,c DEPENOR/0 1[-OORH SIRv RO�Im/0 r1T[
ON SIZED WIDTH.WN1D SPEED.AND E)LPOSIIRE ANCwIB NOT NEEDED 3�WIM t E�!
ON ENDS. WYM MR �� -1'ro za' o e'-0. TABLE 1A - 120C 00NSA ON H`
.CONORM ANCHORS TO K SPACED AS PER TABLE IARC DEPENDING ON rEt[rRotoctwN RRR
$IED�N.WGO SPEED.AND EYPOSIME. t 4W LL C410l1[ - RI T R
7.CONCRETE ANCHORS TO HIDE A MIN"OF 4'COVER MWANCE FROM �rRe1��WARa L r.R tA.rlasoll tn.lElN Aar
ANCHOR TO EDGE OF ), RrrE 7> •.• - TYPE 3 30' AUGER ANCHOR SPACING SHED WIDTH ' ANCHOR
8.MN"SOIL$FIRING CAPACITY IS 2.000 PM(TYP.) CONEXPAN AIC1@ U4 ANCMOR
G.WON ANCHORS D CONCRETE ANCIq WY BE USED IN CO/UUNC'IION WIM WAN041 80u SHED WIDTH SPACRif. AIIOWMi MAIFP a.etaRp
PRDADED THAT 11[SAME YAfIWII SPK�.ING IS FOLLOWED FOR EACH 4' 24'-0"
ANO11011 TrPE. TYPICAL ANCHOR TYPES NY4r0 Mvo sQo Vr tvt
UP TO 24'-0' 10'-0" 20•-0" 7-0' ERnaLAc w
DgrnAW: DFAAO
16'-0" 7-8' meow
vAEaAu mmwa
eb01TNN4 fACi41 LR
14'-0" 6'-0' Iwd DEAD LIDO ,ara
-T
tt-oaRN GTWA Iw o tl4GlT 12'-0' g-0• Roor LM In o >�a m rae LHP
1[-DCIII$IMI G41p1 TIMIT .TOOK Aotei 1 aAD<a (t'w m h ON r RIK aR ttL. (1 4w m h ON r ROE m ISM. FIOOR aFAR IOAO
TANK MM tn.�woC� Kar Erl�°i H 1WIN RAWw W ae a(I)4r P.T.m h aooa W»a(t)w r.T.m p tlww 10'-0" 1C-0'
1IMY WWN NL&K(w K w ON WAM. NL EV.(R w ON OMUNK ^� •R�
roiRrH-0°e(>t�tA Nous x RAIIw or RNIR.ROaR ROOT w.
T[-IIAONMDN pIRRR�Rr1NIIa��Tf]D ro rrPE 8'-0• 1r-0' M-01 PER unw
RMZ IK�dI MRI W11O1 7�8/4y1.SIM(p11Rp1 IRIH w HMf1M PRORCRdI uM0[ i
Rm'I w I L I w u im roR µ 6'-0' 1r-0• " Nam NI
aw.E m1E "°D°D` TABLE 1B — 140C
4•WIIGtrE .. I TO RETE
REVIsaNs
P CgIPYIE OPtIO1NL SlPr01R PAD fr.T.S'OOD. AILI UM ANCHOR DE
SHED WIDTH
$CRhTON DATE BY
TNCKR aLWN alt rAD)Sr fAD SPACING
Ar t-11'MAX
24'-0
20'-0' S'-0•
A
>r-ItoRN NeRAr G4t[D nMl 16'-0" 5'-8"
FLOOR,lour MGrRINH I//E•GRADE e t 4.4 m h oN r ROC a tEsi o�ln
((1)x4 m h ON r WOE OIt LIMIL BOLI IIaIAAN 1NtM*M-M LTG 011(1)4M r.T.m h SIODG 14'-0" 6'-0• 0 11/15
_ (q 2.G a(t)4•G v.r.m h amE AL O.SE AM K SET OR 040").
.YIOI(011 RRN Y MVIRR IINVIIL WOW A r.T Lr 1C-OWIN sew ALL 4 STAN E n dl OROIRO} T r
(Sa NORs) 12'-0' Y-6" N A
------------= 1 R/R•.M•FRAM AIOHOR
-• S- J. t/x'.Y HW W WNuuTE WM Ex N4E:AAu etn.E 10'-0" 8'-8' NANDI NOOSE WNUFACR1RM10 CO.
rw ttaG/4Ar,uW.E GIrLE
Q\\ MEDe[AlolaR w r rwRNW TOR RDCN/WRAL 6'-0"
`4•WN MM
4•CpfR[lE 6'-0" 121-0'
TABLE IC-1650/175C
r aaNa�E
ANCHORING TO CON
SHED WIDTH MUM ANCHOR
SPACING
(t 4u m Ix dN r WwE aR us. ro- Ew W t 4M m IE aN r WOE w Lm 24-0" 3'� \11111111//
>K-DDMI GIRv WM4MTmn/ro2 pL aR a(I)4r r.T.m h mens ((�)2r a(t)Oro r.r.m h a® \\
m KLE HATE DwnRwur OM°wG[�G IaR WHIN t'MM ALL 08m GE to ON OROUID). NL .I K M ON—). 20'-0" 4'-0' \�\\�lll_�...T.:
aAvrlt WOW a r.E) WtMKe.Aso toNlWewM AND 1c/I-gWtlWR■mw Rouen ro Z
WmK AAICIOI WIM Y WANIDt _ ATNOp G�PPOSR w1IX 0 E4r 1NWMWRi�m 16'-0• `�`A, `\CENSE ''''•�ly�i
---;^_
°�.w•F/RIII.YlDlalE r..w FARM AIIDOR 14'-0' 5'-8' d `
. wDL e/slOc Ea r. Am smE ra fO4/t{Ar.
•
DRIVE SfnE ruH ROCM K . .. . 011ht SIWL F011 RODt/COME . .. J[�
••.' -m EI 12'-O' 7� Z
4'00N°Kn avttpwL sLwDRr rA0 fvr.Woad. 10-O" 8-0'
ArOl
00 r-w IAL °A�)6� 8'-0" 10'-0' 0 i.p STATE OF f t�
TIE—DOWN DETAILS 6'-a' ,r-0 U �1,A+''•.. FLORIDP
< '-F,�BO NA;
W MWHNVN T.801OWie PE
FIpIOn U—
$h-- AP-1 OF 1
~moi Information --- ----- -
/�'�
To Build On
r� •consurtft. Testft
June 26, 2015
Mr. Jim Richmond RECEIVED
Florida Department of Business and Professional Regulation
FEB 012018
Manufactured Building Program
1940 North Monroe Street ST. Lucie County, Permitting
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Handi House Manufacturing
Plan Number: HH-160 SM-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 submitted,
t
William E. Neary, III
Department Manager
Modular Facilities Division
Copy to: Bonnie Gowen, Handi-House Manufacturing handihousemfg@_qmail._com
Haney Associates, Inc.
— � Engineering & Construction Planning
F.L. Certificate of Authorization No. 27124
P.O. BOX 348 • SIX MILE, SC 29682 • (864)-646-7600 (0) • Mobile: (864)-634-1300
EMAIL: haneyassociates(aPbellsouth.net
Orrick R. Haney, P.E.
President
Date: June 25, 2015
Florida Manufactured Building Program 2014 Code Update RECEIVED
Attention: FEB 01 2018
William E. Neary, Ill ST. Lucie County, Permitting
Professional Services Industries. Inc. (PSI)
1748 33rd Street
Orlando, FL 32839
Project: HANDL-HOUSE MASTER DESIGNS
Client Name: Handi-House Manufacturing, Inc. - PO Box 830 - Swainsboro. GA 30401
Assessment:
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014
5th Edition.
Handi-House Manufacturing, Inc. have the following designs on file:
• 140 mph - Standard and TurnAround Wood Shed Master
• 160 mph - Standard Wood Shed Master
• 160 mph -TurnAround Wood Shed Master
• 160 mph - Double Wide Wood Shed Master
• 160 mph - Metal Double Wide Shed Master
160 mph - Standard Metal Shed Master
• 160 mph - Standard Wood Barn Master
haneyassociates@bel Isouth.net
15EN224 Pale 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.
`,,,tttltjI
`.%�`G!�.. R. yY.
OQ;r EN$
• 55
No. 64 8 '
STATE 0f4f
NAL
�11fititt0IN
By: Orrick R. Haney, P.E.
Principal Engineer
haneyassociates@bellsouth.net
15EN224 Page 2 of 2
PSI APPROVAL 2015-06-26
160 mph - Standard Metal Shed Master Plan AaP=°" Stps:
GENERAL NOTES: Hand!-House DESIGN PARAMETERS: (HIP-GABLE ROOF)
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 �y IWIND DESIGN PER ASCE 7-10.SEISMIC DESIGN PER AI5C 341-051
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE. P.O. BOX 830 I. WIND VELOCITY: 160mph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0
CORDANCE WITH THE 3.
2 ALL MATERIALS AND LABOR SMALL BE IN ABOVE CO E AND ALL OT ER APPLICABLECLOCAAL ODES AT THE Swainsboro, GA 30401 4. INT.DPRE55URE COEFFICIENT: 0.18 t
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCL05ED C
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: n• T
DIMENSION. -ROOF LOAD(ZONE#I): +21.4/-43.8 F5F ID IFT1
M
4. CO
OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMBS SHOWN
Sheet Index ROOF LOAD(ZONE#2): +21.4/-61.7 PSF n (�
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/-97.4 P5F C t__4
I
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.01 Cover-General&Design Notes -WALL LOAD(ZONE#4): +45.5/-49.8 P5F
51.1 Electrical&General Floor Plan WALLLOAD(ZONE#5): +46.3/-58.5 P5F ►-r <
FLOOR JOISTS- 2x4 S.Y.P.#2-(i 2-15%MOISTURE CONTENT) -WALL LOAD(ZONE#405): +45.9/-54.2 P5FTV
2x6 5.Y.P.#2-(12-15%MOISTURE CONTENT) 51,2 Skids&Floor Framing Plan I M - 0
2x8 5.Y.P.#2-(12-15%MOISTURE CONTENT) 7. FLOOR DE51GN LIVE LOAD: 125 P5F I OG
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 FSF 3
SKIDS,FLOOR JOISTS AND 3/4"T4G FLOOR SHEATHING
SIA Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.-30 P.5.F. 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.$ Typical Frame Section Details I 1. WALL DESIGN LOAD: 8 P51'
SUBJECT TO LOCAL JURI50ICTION APPROVAL. S1.6 End Wall Frame Options 1 2. COMBINATION LOAD5: AS PER A5CE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 13. 5E15MIC USE GROUP: B
YIELD STRENGTH. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
GENERAL NOTES CONTINUED: c• Infonrudion
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL 16. CONSTRUCTION TYPE: V B �aI
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I � TaBuiGIOn
I ••-•�•°i-w•*""•� I
I I. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4'x I I/I6"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE REVIEW
5TUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM 19. DESIGN OVERHANG: 8 INCH
12. ROOF SLOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM 20.DESIGN MEET5 INTERNATIONAL BUILDING CODE 209 4 FLORIDA Professional service Industries
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION RIVETS.DOOR ATTACHED TO VERTICAL 2x4. 1745 rd Street
BUILDING CODE Orlando,Florida 32839 �
1507.2.8 OF THE F.B.C.2010 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, 21.THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE I w1111am E.Neary,III
13. ANCHORS SHALL MEET THE REOUIREMENT5 OF ALL APPLICABLE GARAGE DOORS,60'x 72"ALUMINUM DOOR,32' AND FOLLOWING CODES: CC 111111040
LOCAL CODES AND TH15 15 NOT A FOUNDATION DESIGN. 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, LA#000406
SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,5*Edition FL SMI.79,SMP-51
14. BUILDING IS CLASSIFIED AS TYPE"5° (STORAGE) �
15. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
VARY. MAY BE USED INSTEAD OF DOORS L15TED ABOVE 2014 Florida Fire Prevention Code I Haney Associates,Ina i
16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 25.MAXIMUM WALL HEIGHT TO Be 8'-0 2009 INTERNATIONAL BUILDING CODE Certificate of Authorization
FASTENERS. 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY I No.27124 -I
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN POR EQUIVALENT OR GREATER PRODUCT. CODE IN ACCORDANCE WITH 101.5.2
ORDER FOR THESC DESIGN DRAWINGS TO ACCURATELY REFLECT 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY
11111 t r��r
FIELD PERFORMANCE CONDITIONS. BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
SITE SDATION SUPPORT AND TIE-DOWN SYSTEM. `�Q�GK•R.
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 400sq.kECOMPLETE
.)MUST HAVE ATLEAST(!)32'x80'(MIN.)DOOR.
HAZARDOUS MATERIAL. 28.ROOF FRAMING AND WALL FRAMING TO BE 3)4'METAL 2. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING.
20.OPTIONAL E)(TER)OR WALL COVERINGS INCLUDE CORRUGATED STUDS SPACED AT A MAXIMUM OF 24"O.C. O:' ��.
3. EU
ALUMINUM,MASA ALUMINUM,4"LAP ALUMINUM,5/8'P.T.T I-I I BUILDING. SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No 64 58
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,MARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
STEEL SIDING AND"PLEKO"STUCCO ON 5/8°DENSE GLA55 GOLD 8318.6 ���� -I
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ''O'• STATE OF
21. ALL DOORS SMALL BE ABLE TO BE OPENED FROM THE EGRESS SIDEI '��`'•�CORIOP'
WITHOUT THE USE OF A KEY. AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE ��S `
INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL i,S/ '��
JURISDICTION APPROVAL. �NALII`L`
I I, Mane Associates Inc. 011 NEC plansThese were unsigned in accordance with: C Single Wide Metal Master Plan r DerOgnedBy: Project
Sheet Number:
S1 .0
r Y Handl-House
# Engineering&Construction Planning
-L, PA 3-949,StrKU,6S.C.19681-PawA61d167600 2014 Florida Fire Prevention Code P.O.Box 830 Checked By: Date: j
For Wind Speed 160 mph,Exposure C Swainsboro,GA 30401 C'I`A. 04/09/12 1 of 7
PSI APPROVAL 2015-06-26
ELECTRICAL NOTES: Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN TM15 BUILDING,IT SHALL BE
THE RE5PON51BILTTY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZF-5 FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 5OUD COPPER INSULATED 32`MIN.,60"MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION—
GROUND
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 24" 32 6'8"HEIGHT DOOR
4. EQUIPMENT GROUND BAR IN MAIN D15TRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5'M X L MAX L LOCATION MAY VARY.
GROUNDED TO MINIMUM I 0-O'COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. -
5. ALL CONDUIT TERMINATION'S OF I'OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS.
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL !W METAL STUDS j
ELECTRICAL CODE(NEC),LIFE 5AFETY CODE(NFFA 101),LATEST SPACED AT 24'
EDITIONS. Q O.C.MAX.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE m_ P.T.3/4"T4G
0I5CONNECT5 ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR 5HEATHING
WITH A MARKED'OFP P051TION THAT 15 PART OF THE HVAC S SEE VARIOUS END SEE VARIOUS END WALL
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS b WALL FRAMING
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY p 5ECTION5 FOR WALL FRAMING SECTIONS FOR ; I
A READILY ACCE55113LF CIRCUIT BREAKER. WALL AND DOOR FRAMING. !
AND WINDOW FRAMING.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a�
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS ; —
BEING IN COMPLIANCE WITH SEC. 1 10-9 OP THE NEC BY A LOCAL
ELECTRICAL CONSULTANT. //--'''��a i7lfomwtiort
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING j [M`�s.Tn8uiWOn
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS,
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED, J $ CODE REVIEW
SUBJECT TO LOCAL JURISDICTION APPROVAL. (j Professional Service Industries
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE N 12 AWG THHN AND OPTIONAL ELECTRIC TO 32`MIN.,60'MAX.WIDTH 1748 33rd Street
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELDOrlando,Florida 32839
8Y 6'-8`HEIGHT DOOR,
70,NATIONAL ELECTRICAL GODS. CONNECTED FROM LOCATION MAY VARY. i CC►5185060 Willi—E.Neary,111
I I. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER j LA e1.100406
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT FL SMI-79,SMP-51 _J
50-0"MAXIMUM BUILDING LENGTH ------'
Electrical Symbol KeyHaney Associates,Inc.
Certificate of Authorization
GFCI Duplex Receptacle 120V 10 NOTES: l.____—No.27124 l
_ •ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY.
p Incandescent Light w/(1)-60w Bulb "K R.I''�r,r,
Typical Floor Plan ; J ...........I
G Junction Box SCALE: 1/4'—V-17'
No 64558 _
$ Switch =-0
STATE O 6
WP Weatherproof �•. :<u
' I$,s' cCORlop•'(j��:
$R Switch w/Receptacle Outlet 120v 10 ''.;S7 ONNALL "a�
.,,
j These plans were designed in accordance with: Single Wide Metal Master Plan r;R
igl.ed By: Project No.1 \' Sheet Nu[nber:
.Litt Haase Associates Inc. 2014 FOC,5'^Edition .H. t2HNz2a
- - y I lou NEC Handl-Housei1
Engineering&Construction Planning j 2014 Florida Fire Prevention Code P.O.Box 830 H Date: 1e.O.11"sa,SI:so.,S.c.ZM-Pb••c8u-46.7600YFor Wind Speed 160 mph,Exposure C .A. 04/09/12
__ �___ Swainsboro,GA 30401 _ f 2 of 7Of 7
PSI APPROVAL 2015-06-26
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE POP,J015T 51ZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
Width Joist SizeUpacing A B Width Joist Size&Spacing A B A• B' 'A`
2x4's @ 16"O.C.,Max. 15" 42" 6'-0" 2x4's @ 16"O.C.,Max. 12" 24" r
2x6's @ 16"O.C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 16" 32"
10'-0" 2x6's @ 16"O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR J015T 51ZE
11'-0" 2x6's @ 16"O.C.,Max. 24" 84" 11'-0" 2x6's @ 16"O.C.,Max. 22" 44" ,
11'-8" 2x6's @ 16"O.C.,Max. 28" 84" 11'-8" 2x6's @ 16"O.C.,Max. 24" 46"
13'-0" 2x8's @ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26" 52" L "A' L B" "B" A"
13'-8" 2x8's @ 16"O.C.,Max. 40" 84'113'-8" 2x8's @-1-6"O.C.,Max. 28" 56"
NOTES:
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNI E55 OTHERWISE SPECIFIED.
•ALL SKIDS ARE P.T.-4x6 5.Y.P.#2 OR(2)-P.T.-2xG 5.Y.F.#2
•G'-O'WIDE UNITS MAY USE 2x4 S.Y.P.#3 JOISTS
•ALL JOISTS ARE TO BE P.T.-5.Y.P.#2
P.T.51DE RAIL TO MATCHP.T.51DE RAIL TO MATCH
J015T SIZE,SEE FRAMING J015T SIZE,SEE FRAMING
SCHEDULE FOR SIZES. SCHEDULE FOR SIZES.
_a ma�c• In nrwliat
Q `NJ•MoBuildai
.,�.......�..�•r
CODE REVIEW
Professional Service Industries
1748 33rd Street
SEE SCHEDULE FOR J015T SIZE Orlando,Florida 32839
SEE SCHEDULE FOR JOIST SIZE Plan Reviewer:William E.Neary,III
it ICC#5185040
LA#000406
FL SMI-79,SMP-51
162
I. Haney Associates,Inc.
Certificate of Authorization
No.27124
Q
If .1 1. 11 1[]
R.iyll
scaly c
3 P.T.-4x6 S.Y.P.#2 or 4'-0"or 6'-0° 3 P.T.-4x6 S.Y.P.#2 or 4'-0`or G'-O`
I. (2)-P.T.-2xG 5.Y.P.#2 5KID5 Optional Porch (2)-P.T.-2xG 5.Y.P.k2 SKIDS Optional PorchNo. 6458 '
50'-0"MAXIMUM BUILDING LENGTH 50'-0"MAXIMUM BUILDING LENGTH -
�p6'. STATE OF �;
Typical 2 5k1d Floor Framino Plan Typical 3 Skid Floor Framinq Plan "St ..A.. �?`��
SCALE: 114"=I'-O" SCALE: 1/4"-1'-0" I/t I l l 11111
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: project No. Sheet Number:
Haney Associates Inc. 2014 FBG,5'"Edition O.R.H. 12EN224
'2011 NEC Hand!-House
Engineering&Construction Planning 12014 Florida Fire Prevention Code P.O.Box 830 •
P.O.aa.3N,Six MG.,S.G 296n-Ph.• 11606167600 Checked By: Date:
For Wind Speed 160 mph,Exposure C Swainsboro, GA 30401 C.L.A. 04/09/12 3 of 7
PSI APPROVAL 2015-06-26
Approval Stamps:
3Y2'-20ga.METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG S.Y.P.
FOR J015T 51ZE� #2 OR(2)-P.T.-2xG 5.Y.P.#2 COC20,3a.METAL SOLE PLATE,
ONTINOUS W/5/1 G"x4"LAGS
_ ATTACH EACH STUD TO SOLE AT I G'O.G.,Max.
PLATE WITH(2)#10 SELF T.3/4"T4G FLOOR
DRILLING GRABBER SCREWS SHEATHING
• (1)INTO EACH FLANGE.
5ENCO K26(OR EQUAL) OTCH 5KID5 I&.I&
NAILS AT 12-O.C.,ROWS FOR EACH FLOOR J015T
SHALL BE 1.5"FROM EDGE,
STAGGER ROWS G"FOR
(2)-P.T.-5.Y.P.-2xG'5 SKIDS, ;2xBLOCKING BETWEEN
START PATTERN WITHIN G• D5,FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN J015T W/(3)-0.120"x3"
5KIO5,FASTEN W/ NAILS AT 12"O.C.EACH
(2)-0.120'x3"NAILS AT SIDE,STAGGERED.
I. 1R. 12"O.C.,STAGGERED.
^5KD4F�ORAMING DETAIL (��[_S
ND JON FRAMING DETAIL FI. nLe.i ,
i,.o.
��a�_+a Infornwtiorl
SKIDS MAY BE P.T.-4xG 5.Y.P. L/'""�.To Build On
anti•oar.•xrti
#2 OR(2)-P.T.-2x6 S.Y.P.#2
CODE REVIEW
ev
Professional Service Industries
1748 33rd Street
12"LAP SPLICE FASTENED Orlando,Florida 37839
W/(G)-5/I G"x4"LAGS 510erPlan 65 .William E.Newry,III
i. ICC 6 0065640
P.T.-4x6 S.Y.P. (OUTER FACE),(3)-5/1 G"x4" LA 4u00406
#2 SKIDS LAGS(INNER FACE),(9)LAG FL SMI-79,SMP-51
ATTACH JOi5T TO SKID WITH SCREWS TOTAL.
5/1 G"x4"LAG SCREW OR(2) Haney Associates,Inc.
SIMPSON 11-3(OR EQUAL)AT Certificate of Authorization
EACH END OF JOIST,SEENo_27124
3"x6"SPLICE PLATE ON 3 of
FRAMING SCHEDULE FOR SIZE.
4 SIDES OF JOINT,FASTEN
(2)-P.T.-2x6 EACH PLATE Wl(5)-5ENC0 `tit t t I i t err r'
y
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 G"x4" S.Y.P.#2 SrJD5 K28(OR EQUAL)NAILS
` \ q
LAG SCREWS(OR(4)-0.131x4•GUN NAILS]ANDA EACH SIDE. Q` tGEN,,SS••'•.� '
5IMP50N H-3[OR EQUAL]AT EACH END OF JOI5T. OQ;' N 1I�/S8
55555 •*_
��TYPICAL 5KJD TO - 0
L?h)OIST CONNECTION DETAIL /-4--\_ TYPICAL SIVD SPLICING DETAIL �p0•. STAT F ��
I. q.-�. I. 4.-i.
ZONAI-
These plans were designed in accordance with: Sheet Number:
2014 F8C,5M Edition Single Wide Metal Master Plan Designed By: 12EN224
Haney Associates, Inc. 2011 NEC Handi-House O.R.H. 12EN224
Engineering&Construction Planning 2014 Florida Fire Prevention Code S1 .3
P.O.Box 74&Six Mik,S.C.x9661-Ph-464416-7600 P.O. Box 830 Checked By: Date:
For Wind Speed 160 mph,Exposure C Swainsboro, GA 30401 C.L.A. 04/09/12
4of7
PSI APPROVAL 2015-06-26
Approval Stamps:
ROOF FRAMING SCHEDULE
SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24" o.c., Max. •ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRAN5FER AND 5TRAPPING.
•ROOF DRAINAGE 5HALL COMPLY WITH F.B.C.201 O 1 503 AND R318.G
Width Rafter and Brace Size and Spacing: •FA5TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENT5 AS 5ET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION'TURNAROUND"OR"VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30-0 AND 51DE
6'-0" ASIS SSMA_S 350S162-43 @ 24"O.C.Max. WALL5 THAT VARY G'-O"TO 13'-8"OR THE LONG DIRECTION"5TANDARD"WITH GABLE EN05 THAT VARY G'-0'TO 13'-8"WITH A
8'-0" ASIS SSMA_S 350S162-43 @ 24"O.C.Max. MAXIMUM 51DE WALL LENGTH OF 50-0".
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEK5 PANHEAD 5CREW5 WITH#3 DRILL POINT
10'-0" ASIS SSMA_S 350S16243 @ 24"O.C.Max. AT G"O.C.
11'-0" ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
11'-8" ASIS SSMA_S 3505162-43 @ 24"O.C.Max.
13'-0" ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
13'-8" ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
Irtfi„nxtlion
•.r,euilda,
m
CODE REVIEW
K1 Professional Service Industries
1748 33rd Street
O
Standard Ridge Orlando,Florida 32839
0 312" 20ga.METAL RAFTER5 ,Cr 0 5185040 WIIIiam E.Neary,111
iv AND BRACING,SPACED AT LA#uo0406
Uj a'
24"0,C.,MAX.LINE UP FL SMI-79,SMP-51
w d RAFTER5 TO LAND ON WALL
j -Z STUDS FOR LOAD TRANSFER Haney Associates,Inc.
Certificate of Authorization
>' No.27124
` \GK R. yq
50'-O"MAXIMUM BUILDING LENGTH-30'-C"MAX.FOR VAULTED ROOF Owe',vo4N[$/1F ��
*; No. 645b8 *'
_TA -
Typical Roof framing Plan 0. STA OF
T
SCALE: 114"=1'-0" %F`•'•:c�OR10,.•'0\;`
""S/ONAl.
1
These plans Were designed in accordance With: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
2014 FBC,5"Edition O.R.H. 12EN224 S1 .4
Haney Associates, Inc. 2011 NEC Handi-House
Engineering&Construction Planning
6 P.O.15o.348,Sh MU,S.C.29M-Ph••e:064446.7600 2014 Florida Fire Prevention Code P.O. Box 830 Checked By! Date:
For Wind Speed 160 mph,Exposure C Swainsboro,GA 30401 C.L.A. 04/09/12 5 of 7
PSI APPROVAL 2015-06-26
— APEr-oval Stamps:
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
i
_ WITH BUILDER 10-16x I TEK5
PANHEAD 5CREW5 WITH N3
DRILL POINT AT G'O.C. 1
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND I
BRACING SIZES AND SPACING I I
I
2 112'x 1/2'CORRUGATED
ROOF PANEL5 PA5TENED LONG,AT METAL COLLAR TIE,4'-0` 31r2"-20AT METAL STUDS
WITH 1/4'-14 x 3/4'HWM LONG,ATTACH W/ (2)i 10 5ELF
DRILLING GRABBER SCREWS EACH SIDE SPACED AT 24'O.C.MAX.
TRAXWI AT G"O.C.
I
� I
SEE ROOF FRAMING %"-209x.METAL STUDS iiI IOVERHAN�6t PTION DETAIL
SCHEDULE FOR RAFTERS SPACED AT 24'O.C.MAX.
to[ %"-20ga.METAL BRACE AT
O 5EE ROOF FRAMING 3'-0"ABOVE FINISHED FLOOR.
5CHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
REQUIREMENTS 010 SELF DRILLING GRABBER
�p ^ SCREWS,(I)INTO EACH FLANGE �i ! mwlior+
O `�`tea oBuildOn
a.ar..w.a•e�4•+.+`�
Elf 51.2 FOR SKID —2 1/2'x 1/2" CORRUGATED ATTACH ROOF PALMING TO
TOP PLATE OF WALL FRAMING CODE REVIEW
AND FLOOR FRAMING PANELS(FASTENED W/68 x
WITIi BUILDER 10-16x I TEKS Professional Service Industries
IN WOOD SCREW AT G" PANHEAD SCREWS WITH#3 1748 33rd StreetOrlandi
Ll 0 O.C.(OR EQUAL) DRILL POINT AT G'O.C. I Plan Rev,Florida William
E.
Plan Reviewer William E.Neary,111
ICC a 5185040
VARIES,G-0'to 13'-8' LA N000406
FL SMI 70 SMP-51
�—
Typical frame Jectlon see ROOF FRAMING I Haney Associates'Inc.
SCALE: 1/4'-I'-0' SCHEDULE FOR RAFTER AND ! Certificate of Authorization
BRACING 51ZG5 AND 5PACING I No.27124
1t\1111111/rf
%'-20ga METAL STUDS ' � �GK. Rb. yq
SPACED AT 24'O.C.MAX. NoC"64558 N�
2 P4 �p0 ��T�ATE -
W4N
�
l� cCORIOp,• 2
s'Irrr •..........
i S�ONAL1 %
TheseIons were designed in accordance with: / ' —DesipeaBy: ProSheet Number:
P e ( Single Wide Metal Master Plan I Project �
- 2014 F8C,51"Edition I O.R.H. 12EN224
Haney Associates, Inc. 2011 NEC Handl-House Sill
Engineering Ar Construction Planning
2014 Florida Fire Prevention Code P.O.Box 830 Checked By: Date:
eo.eaw.assM..IM2 sa-n-11164s4cxaa For Wind Speed 160 mph,Exposure C C.L.A. 04/09/12
l I Swainsboro,GA 30401 —_ __ 6 0f 7 _—
PSI APPROVAL 2015-06-26
Approval Stamps_
2-1/2"x 1/2"CORRUGATED ROOF
PANELS FASTENED WITH I/4"-14 x
3/4"HWH TRAXX/I AT G'O.C. -
I
I
' I I
20ga.METAL BRACING,
I
ATTACH EACH END TO STUDS W!
*'METAL BRACE AT 3-0' I (2)810 5ELF DRILLING GRABBER ROVE METAL BRAD FLAT OOR
'
ABOVE FINISHED FLOOR SCREWS,(I)INTO EACH FLANGE ! ! I
ATTACH TO EACH STUD ATTACH TO EACH STUD
W/(2)810 5ELF DRILLING [NOTE THAT THIS BRACING 15 W/(2)810 5ELF DRILLING I
GRABBER 5CREW5,(1) I REQUIRED ON SIDE WALLS AS WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE
0 GOi
SEE 51.2 FOR SKID AND FLOOR I
VARIES,G'-O"to 13'-8" FRAMING VARIES,6'-0"to 13'-8"
i
End Wali Framinq Option End Wall Framinq Option
SCALE: 114"-1'-O" WALL OPENING FOR SIDE WALLS ARE 5CALE: 114'=1'47
TO BE FRAMED 51MILAR TO TH05E
SHOWN HERE FOR ENDWALL5
����c• lnfarruraiorr
2-1/2'x 1/2"CORRUGATED ROOF LBiiO.TnBuilrlOtl
PANELS FASTENED WITH 1/4"-14 x I ~
3/4"HWH TRAM I AT G"O.C. � CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando,Florida 32839
Pian Reviewer.William E.Neary,III
I 4'-0" I ICC#5185040
LA#000408
8'-0"Max. Max. FL SMI-79,SMP-51
3�z' 20ga.METAL BRACING, _--�
3Yz"METAL BRACE AT 3'-0" I m ATTACH EACH END TO STUDS W/
(2)810 5ELF DRILLING GRABBER '� I 3kz"METAL BRACE AT 3'-9 I Rene Associates inc
ABOVE FINISHED FLOOR, 2 M ABOVE FINISHED FLOOR, I Y
SCREWS,(1)INTO EACH FLANGE I Certificate of Authorization
ATTACH TO EACH STUD bATTACH DRILLING I No.27124
W/(2)#10 5ELP DRILLING I I [NOTE THAT THI5 BRACING IS W2)#I 0 5
GRABBER SCREWS,(1) REQUIRED ON 51DE WALLS A5 WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] I j INTO EACH FLANGE 11�yC t
R.
NOTE THAT THIS BRACING 0
CEN'''
—I5 REQUIRED ON SIDE G.� iC
WALL5 AS WELL(BOTH � 04 58
SEE 51.2 FOR SKID AND FLOOR Na. 558
VARIES,G'-0"to 13'-8" FRAMING VARIES,G'-0"to 13'-8" SIDES OF EACH CORNER)
End Wall Framing Option End Wall framing Option I STATE OF
1=0'
SCALE: 1/4"=P-O" SCALE: 1/4"-I'-0'
These plans were designed in accordance with: Single Wide Metal Master P Designed By: Protect No. Sheet Number:
} - 2014 FBC,51h Edition O.R.H. 12EN224
Haney Associates, Inc. 12011 NEC Hand!-House I S1 .6
Engineering&Construction Planning 2014 Florida Fire Prevention Code P.O.Box 830
Checked By: Date:
ro.eo:74e SI.11411%s.c:sss:-rasa esasrsiw9 For Wind Speed 160 mph,Exposure C C.L.A. 04/09/12
1 __ _� Swainsboro,GA 30401 t L 7 of 7 —