HomeMy WebLinkAboutEngineering ®,::rl R E C F I V^D ..,i '� `- 70117 FLA Manufactured Btalding Ptogram
Uusines i 'li 1840 Noah MomoeSueet
professional Tallahassee, Fbmida3239StA90790A72
�(RegulationRegulationPhone:850:4871824• Fax:850A 14.8436
Ken Lawson,Secretary Rick Scott,Govemor
August 22,2016
Robert Moore
Lark Builders, Inc. FILE
P.O.Drawer 629 ]
Vidalla,GA 30475
RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22,2019
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds, Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans In accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
Indlcated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
posted on our website.All site-related Installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program.
Your certification Is approved for three years from this date.You will receive a renewal notice by
Email generated by the BUS(www:Fldridabulldlna.org)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
(.Y
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
PSI APPROVAL 2015-05-24
Approval Stamps: `
160 mDh - Metal Lapsider Box Eave Shed fluster Plan
GENERAL NOTES: Lark Builders DESIGN PARAMETERS; (HIP-GABLE:ROOF)
(WIND DESIGN PER ASCE 7-10.SEISMIC DESIGN PER RISC 34 1-05j
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 409 Dixon Street I• WIND VELOCITY: I GOm h
IBC BUILDING CODE AND THE FLOM DA BUI LDI NGOODE.WI ND -P
LOADING DE51GNED IN ACCORDANCE WITH THE A5CE.7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE Vidalia, GA 30474 3. WIND EXPOSURE C
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE4. INT.PRESSURE COEFFICIENT: 0.18-t
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING ee /n rn"non
DIMENSION. -ROOF LOAD(ZONE#.I): +21.4/-43.5'P5F e B.ZOrl
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +21.4/-G 1.7 P5F ! - �'"o*"�
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/=97.4 P5F I CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1,o j Cover-General&Design Notes -WALL LOAD(ZONE#4): +455/-49.8 F5Fprofessional Service lndustri"
-WALL LOAD(ZONE#5): +4G.31-58.5 P5F 174833rd street
S1.1 i Electrical&General Floor Plan -WALL LOAD(ZONE#44#5): +45.9/-54.2 P5F Orlando,Honda 32839
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%.MOI5TURE CONTENT) P111 Reviewer.William E.Nears,III
2x 5.Y.P.#2-(12=15%MOISTURE CONTENT) S11.21 Skids&Floor Framing Plan Icca5185ow
2x8 5.Y.P.#2-(12-15%MOISTURE CONTENT) - 7. FLOOR DE51GN LIVE LOAD: 125 P5F I Ln auooaoe
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: S1.31, Skid and Floor Framing Details 8: FLOOR DESIGN DEAD LOAD: 1:2 P5F i FL SMI-7%SMP-51
SKIDS,FLOOR JOI5T5 AND 3/4"T€G FLOOR 51HEATHING S1.4 i Roof Framing&Schedule 9. ROOF DESIGN UVE 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 ACCE55 TO BUILDING IS FIELD INSTALLED BY OTHERS AND S1.51 Typical.Frame Section Details 1 1. WALL DESIGN LOAD: 8 75F
SUBJECT TO LOCAL JURISDICTION APPROVAL. 12. COMBINATION LOADS: AS PER A5CE 7-10 I
9. ALL ALUMINUM TO BE 3005-31.05 ALLOY WITH 32,000 PSI MINIMUM S1.6 I End Wall Frame Options 13. 5EI5MIC U5E GROUP: B
YIELD'5TRENGTH. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:1 2 WHEN SHINGLES ARE APPLIED,SEE FBC GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY.-
1507.2
CCUPANCY: STORAGE-NON HABITABLE
1507.2 FORSHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL I'G. CONSTRUCTION TYPE: V B i
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: F, I
I I. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4"x 1 1/1 G"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: O 1
STUDS AND SHALL BE LOCATED`DIRECTLY OVERTHE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DESIGN OVERHANG: 8 INCH
12. ROOF SLOPES BETWEEN 2:12 AND 4.12 SHALL HAVE A DOUBLE DOOR AT f.ACHED TO VERTICAL 2.4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA 1
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE
1507.2.8 OF THE F.B.C.201 O GARAGE DOORS,GO''x 72'ALUMINUM DOOR,32" AND 21.THE CONTRACTOPAYIANUFACTURER MUST COMPLY WITH THE
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPUCA13LE 48'SINGLE DOORS,AND PRE'HUNG STEEL DOORS.TYPE. FOLLOWING CODES:,
LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY . 2014 FBG 51h Edition
14. BUILDING 15 CLASSIFIED ASTYPE"5' .(STORAGE) 2.4.PREMANUFACTURED-DOORS�THAT.MEET APPLICABLE CODES 2011 NEC 1
15. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS.LISTED ABOVE
VARY.
25.MAXIMUM WALL HEIGHT TO BE 8'O" 2014 Florida Fire Prevention ion Code Haney Associates,_Tnc.
I G. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 2G.ALL BRAND MATERIALS 5PECIFIED MAY BE 5UB5TnTUTED CeRificate of Authorization
FOR EQUIVALENT OR GREATER PRODUCT. No.27124
FASTENERS. _ THESE BUILDINGS ARE EXEMPT FROM THE THE FBG ENERGY
17. MANUFACTURER INSTALLATION.5TANDARD5 SHALL BE FOLLOWED IN 27• ALL BUILDINGS(EXCEPT THO5E IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 101.5.2
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER ``��11 I t t l trr
FIELD PERFORMANCE CONDITION5. 400sq.ft.)MUST HAVE ATLEA5T(1)32'S<50"(MIN.)DOOR. SITE INSTALLED ITEMS:
.``GK R. y
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE 3%'METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM.
HAZARDOUS MATERIAL STUDS SPACED AT A MAXIMUM OF 24"O.C. 2. RAMP5,STAIRS AND GENERAL ACCESS TO THE BUILDING. Qom` CEN
o:' ,I
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE may, �o. I
ALUMINUM,MASA ALUMINUM,4"IAP ALUMINUM,5/8"P.T.T I-I 1 BUILDING.
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH P'B.C., 1503 AND •p"/
STEEL SIDING AND"FLEKO"STUCCO ON 5/8'DEN5E GLA55 GOLD 8318.6 STAT F r tl
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THI5 L15T DOES NOT NECE55AFJLY'LIMIT THE ITEMS OF WORK ,n
21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAYBE REQUIRED FOR A COMPLETE
WITHOUT THE USE OF A KEY. INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL
JURISDICTION APPROVAL. rrr.la t t I rttt�
These plans were designed in accordance with: Single Wide Metal Master Plan I DesignedBy:.' Project No. � Sheet-Number: I
.i` 2014 FBC,511 Edition t O:R.H. 12EN224
Hapney Associates, Inc. 2011 NEC Lark Builders ILII �1
Engineering 8o Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street
P.o.Bo.aaaSt bfllaS.C.29sea-enoocesasas-76ao Checked By: Date:
i For Wind Speed 160 mph,Exposure C C.L.A. 04/09/12
Vidalia,GA 304741 of 7
PSI APPROVAL 2015-05-24
ELECTRICAL,NOTE5: Approval Stamps:
I, WHEN.AIR CONDITIONING 15 I1,15TALLED IN THI5 BUILDING,IT SHALL BE
THE RE5PON5IBIUTY OF THE HVAC CONTRACTOR AND'ELECTRICAL
CONTRACTOR TO VERIFI'WIRE AND$REAKE(Z 51ZE5 FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TOBEIN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32'MIN.,GO'MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24" /�, / BY G'-8'HEIGHT DOOR
DISTRIBUTION PANEL. AND QUANTITY MAY VARY \.Cl LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5'MAX. L M I \
GROUNDED TO MINIMUM I O'-0-COPPER CLAD EARTH DRIVEN ROD i
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I.OR LARGER ARE TO HAVE PLASTIC, �� laformarion
INSULATED BUSHINGS. ��oBuild&
G. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE NATIONAL 3/z"METAL STUDS
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 1 O 1),LATEST SPACED AT 24' CODE REVIEW
EDITIONS. O.G.MAX. Professional Service Industries
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCF-551BLE m P.T.3/4"T4G i Orlando,
33rd Street
39
DISCONNECT5 ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH on Red i Florida a.E. ;
SEE VARIOUS END FLOOR SHEATHING � Plan Reviewer.willlam E.Keary,m
WITH A MARKED' POSITION THAT L5.FAR THE HVAC .� 5EE VARIOU5 END WALL ILC 05166M
EQUIPMENT SHALL BE PERMITTED A5 THE DISCONNECTING MEANS o t"/ALL FRAMING Y FRAMING 5ECTION5 FOR I LAeuao4o6
't / I
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY SECTIONS FOR WALL `� WALL AND DOOR FRAMING.I FLSMI-79,SMP-51 1
I AND WINDOW FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER. w I
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING.OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5 a
BEING IN COMPLIANCE WITH 5EC. I I O=9 OF THE NEC BY LOCAL \
ELECTRICAL CON5ULTANT. 1 '
9. THE,N.AIN.ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING I(
(INCLUDING ALL D15CONNECTS,OVER CURRENT DEVICE5,PANELS, Uj aR$
i' �D i
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE IN5TALUED, '
SUBJECT TO LOCAL JURISDICTION APPROVAL-
10.
PPROVAL1O. ALL WIRES TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO ' WP /�32'MIN.,GO'MAX.WIDTH {
WILL MEET THE COLOR.CODE REQUIREMENTS 5ET FORTH IN THE NFPA EACH UNIT FIELD \✓ BY G'-8'HEIGHT DOOR, -
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL.OLITLM 5 5HALL.BE GFCI IN ACCORDANCE WITH EXISTING POWER i
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT
50:-O'MAXIMUM BUILDING LENGTH
Electrical Symbol Ke Hancateofey litho unci
Certificate of Authorization I
I GFCI Duplex Receptacle 120V 10 NOTES: No.27124
l •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. —�
Incandescent Light w/(1)-60wBulb ``�tttttllrrr'�
Typical Floor Plan �'�•R.
Yp .�Q�`•............
�c N• '�F ?
F Junction Box I SCALE: 1/4'=P-O' ,p:1 N-9 ., ,`!
$ *=i
Switch
Wp Weatherproof 7E
' F':GORL...
$a Switch w/Receptacle Outlet 120v 10
�p� l rrUrllnll��
' These plans were designed in accordance w the Single tlYide Metal Master Plan Designed BY: PmjectNo. I Sheet NtiInber:
O.R. . 1
Haney Associates, Inc2014 FBG 51h Edition. i Lark Builders H2EN224
2011 NEC e11
Engineering 8 Con'stritetioa Planning 1 2014 Florida Fre Prevention Code 409 Dixon Street v •
° i.o.iW%349,Six nwe,S.C.29692-ene•aesmsr6-76ao Checked By. Date:
For Wind Speed 160 mph,Exposure C C.L.A.
04/09/12
Vidalia,GA 30474 2 of 7 �
PSI APPROVAL 2015-05-24
' Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EE SCHEDULE FORJ06T:NZE.
1.25 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Y
Width Joist Size&Spacing A 1 B Widthl Joist SWASpacing A ' B I "A, B° "A"
6'-0" 2x4's @ 16"O.C.,Max. 15" 42" 6'-0" 2x4's @ 16"O.C.,Max. 112" 24" I`
8'-0" 2x6's @ 16"O.C.,Max. 18" 60" 8'-0" 1 2x6%@ 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" 5EE.5CHEDULE FOR J015T SIZE
11'-0" 2x6's @ 16"O.C.,Max. 24" 84" 11'-0" 2x6's @ 16"O.C.,Max. 22" 44" ,x X
11'-8" 2x6's @ 16"O.C.,Max. 28" 84" 11'-8" 2x6s @ 16"O.C.,Max. 24" 46" {
13'-0" 2x8's,@ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 126" 52" � 'B" eB°
13'-8"1 2x8's @ 16"O.C.,Max. 40" 84" 13'-8" 2x8's @ 16"O.C.,Max. 28" 56
NOTE5:
•FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 5ET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
•ALL SKIDS ARE P.T.-4xG 5.Y.P.#2 OR(2)-P.T:2xG 5.Y.P.#2
•G'-O`WIDE UNIT5 MAY USE 2x4 S.Y.P.#3 JOISTS i pa�� hformrdian
@� .To Build On i
•ALL J015T5 ARE TO BE P.T.-5.Y.P.#2 '•'Oi""" °
P.T.51DE RAIL TO MATCH P.T.51 DE RAIL TO MATCH
JOIST SIZE,5EE FRAMING J015T SIZE,5EE FRAMING Professional CODE REVIEW
SCHEDULE FOR 51ZE5. SCHEDULE-FOR 51ZE5. 174833rd Streetlcelndustres
Orlando,He rtda 32539
2 Plan Reviewer:William E.Neary,III
Q Icc#5185040
LA#000406
I FL SMI-79,SMP-51
!fl
5EE SCHEDULE FOR J015T SIZE
dHHHHHH
SEE SCHEDULE FOR JOIST 51ZE
m
IE2 m `
I Haney Associates,Inc.
Certificate of Authorization J
i No.27124LLL -1 j
111uulllr
�.\GK R. ly .,
P.T.-4xG S.Y.P.#2 or �CENS''•�'
3 P.T.4xG S.Y.P.#2 or 4'-0"or G'-0' 3 4'-0°or G'-0" OQ �r�a7/Fz �L
I. (2)-P.T.-2xG 5.Y.P.;'2 SKIDSOptional Porch I• (2)-P.T.-2xG 5.Y.P.#2 SKIDS — No. 645 8
OpGonaiPorch �
50'-0"MAXIMUM BUILDING LENGTH 50'-0"MAXIMUM BUILDING LENGTH = =i
O. STATE O
-ZORIDP`C9=�
Typical 2 5kid Floor Framinq Plan Typical 3 5kid Floor Framing Pian 0NAI
SCALE: 114"=P-0" SCALE: 1/4`=1'-0` rrll I tI L t t t`�
These plans were designed in accordance Wt h: Single Wide Metal Master Plan Designed By-, Project No. Sheet Number:
2014 FBC,511 Edition O.R.H. 12EN224
+ ' Haney Associates, Inc. 2011 NEC Lark Builders e 1 ��
Engineering&Conistruction Planning I 2014 Florida Fire Prevention Code 409 Dixon Street v
P.O.Bos 348,SUN19e,S.C.29681-Ph"ne:864-636-1600 For Wind Speed 160 h,Exposure C Checked By: Date:
p "'�' p Vidalia,GA 30474 cJ::.A. o4ro9n2
�_ �___ 3 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
�92'-20ga.-METAL WALL STUDS
:SEE PLAN VIEW FOR SPACING
SKIDS MAY BE P.T.-4xG S.Y.P. I F
SEE FRAMING SCHEDULE 3;z-2003.METAL SOLE PLATE, I
FOP J015T SIZE N2 OR(2)-P.T:2x6 S.Y.P.I/2 I I CONTINOU5 W/511'G'x4'LAGS 99
ATTACH EACH STUD TO'50LE I I AT I'G'O.C.,Max. I
PLATE WITH(2)#10 SELF I I (1(
Y k4 t DRILLING GRABBER 5CREN5 H FLOOR
SH
(1)INTO EACH FLANGE. ' EATTHIHINGG
5ENCO K28(OR EQU QTCH.5KID5 I&x I)e !
NAILS AT 12'O.C.,ROV6 FOR EACH FLOOR J015T
SHALL BE I.5-FROM EDGE, ' VSKID5
--------STAGGER ROWS G'FOR I(2)-P:T.-5.Y.P.-2x6'5 SKIDS, I 2x BLOCKING BETWEEN L
START PATTERN WITHIN G' ,FASTEN TO ENDI
OF EACH END OF SKID 2x4 BLOCKING BETWEEN' _____ JOIST vi/(3)-O.120'x3'
SKIDS,FASTEN W1 NAILS AT 12'O.C.EAGH I
(2)-0.120x3°NAILS AT SIDE,STAGGERED.
12'O.C.,STAGGERED.
I 5KIDE1'LOOR FRAMING DETAIL 2 END JOIST FRAMING DETAIL �° 10mudion
I. 5CALF:3/4^-1'-tr 1. 5C ALE:1.s•=V-Cr ��1.ToBuiW On
CODE REVIEW
Proresslonal Service Industries
'1748 33rd Street
Orlando,Florida 32839
(Plan Reviewer.William E.Neary,In
SKIDS MAY BE P.T.-4xG 5.Y.P. L tt 5785040
&2 OR(2)-P.T.-2xG 5.Y.P.#2 LA
1 FL SMMI-79,I-79.
St4P51 j
12'LAP SPLICE FASTENED
`��•y: ``'
I—WI(6)-5116°x4'ZAGS
P.T.-4xG S.Y.P. (OUTER FACE),(3)-5/1'6'x4'
l: d2 SKIDS LAGS(INNER FACE),(9)LAG
,I ATTACH JOIST TO SKID WITH SCREWS TOTAL.
5/I G"x4'LAG SCREW OR(2)_ Haney Associate,Inc.
SIMPSONH-3(OREQUAL)AT , CenificateofAuthotfzation
EACH END OF JOIST,SEE 3 k6'SPLICE PLATE ON 3 of �_ No.27124
FRAMING SCHEDULE FOR SIZE. ` 4 SIDES OF JOINT,FASTEN
5.Y.P.C.T.-2xG EACH PLATE W1 O
2 NK D5 K28(OR EQUAL)NAILS �� 1�t R.
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/16°z4' EACH SIDE. :�Q��••'•• "��L
LAG SCREWS—t0—F,(4)-0.131x4'GUN NAILS]ANDA Q r•'�\C Sic'.•F%.
51MP50N H-3 FOR EQUAL]AT EACH END OF JOIST.
*: No.
TYPICAL 5KIDT0
3 JOIST CONNECTION DETAIL 4 TYPICAL KID SPLICING DETAIL i S��i• STATE OF
(. SCALE:3/4'-1'-a' I. 5CALE:314-1'4rOR T �.
P;r=.
ONAi-11111101
— These plans were designed in accordance Wt h: I i Sheet Number:
2014 FBG s Edition Single Wide Metal Master Plan DesiLCh-k,-dBy.*
ned BPmjectNo. ]
12EN221
Haney Associates, Inc. 2011 NEC + Lark Builders
Engineering&Construction Planning 2014 Florida Fire Prevention Cade I 409 Dixon Street Date:P.O.aox aos;s�Me,sc z9sn-eno—M-6as.7aoo For Wind Speed 160 mph,Exposure C 04/09/12
Vidalia,GA 30474 4 of 7
PSI APPROVAL 2015-05-24
' Approval Stamps:
ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTE5:
Wall Framing at 24" o.C.l Max. "ROOF FRAMING 5HALL BE5PACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRAN5FER AND STRAPPING:
"ROOF DRAINAGE 511ALL COMPLY WITH F.B.C..2010 15b3 AND R3I8:G
Width Rafter and Brace Size and Spacing: "FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR.ALL 5TRUCTURAL COMPONENT5 A5 5ET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLF55 OTHERWI5E SPECIFIED.
"RIDGE MAY RUN IN THE SHORT DIRECTION"TURNAROUND"OR"VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30-0°AND SIDE
6'_0" ASIS SSMA S 350S162-43 @ 24"O.C.Max. WALL5 THAT VARY G'-O"TO 13'-8"OR THE LONG DIRECTION'STANDARD'WITH GABLE END5 THAT VARY G'-0'TO 13'-8°WITH A
—S 350S162-43 @ 24"O.C.Max. MAXIMUM 51DE WALL LENGTH OF 50-0°.
8'-0" ASIS SSMA
"ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING.WITH BUILDER 1 O-1 Gx I TEK5 PANHEAD 5CREW5 WITH/i3 DRILL POINT
10'-011 ASIS SSMA. S 350S162-43 @ 24"O.C.Max. AT G'O.C. j
91'-0 ASIS SSMA S 3505162-43 @ 24"O.C.Max. i
ASIS SSMA_S 350S1.62-43 @ 24"O.C.Max.
13'-0" IASIS SSMA—S 3505162-43 @ 24"O.C.Max.
ASIS SSMA_S 3505162-43 @ 24"O.C.Max.
lil
! � /nfommrion
—__ —— --- -- -- -- dP�TaBuildOrt '
e w,._ ca.rdo .
o CODE REVIEW
— Professional Service Industries
— , 1748 33rd Sheet
+�+ Standard RId e I Orlando,Florida 32839
g Plan Reviever:WIIIiam E.Neary,III
20ga.METAL RAFTERS Icc 0 5185060
' AND BRACING,SPACED AT IA MJ0040e
f i 24'O.C.,MAX.UNE UP FL SMI-79,SMP-51
LU _ -_i a _ RAFTERS TO LAND ON WALL ,
— y STUDS FOR LOAD TRAN5FER Haney Associates,Inc. {
– Certificate of Authorization j
j -- - No.27124 I
-- —----—� --
R.
i
5O'-O'•MAXIMUM BUILDING LENGTH-30'-O'MAX.FOR VAULTED ROOF ;pQ o s /�y ��!
\ I
No.-6458
STATE-�' '
Typical Roof Frarnlnq Plan c• a P ��_�
SCALE: 1/4'=1'-0" %(CS••,�OR 1 O.
",-IONA1-
rlrlln\\`\
These plans were designed in accordance with: Single Wide Metal Master Plan Design�edgy: pmjectNo. Sheet Number:
2014 FBC,51h Edition ; O.R.H. 12EN224
Haney Associates, Inc. '2011 NEC Lark Builders
]Engineering&Consti•uctionPlanning 12014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: S 1 A
P.O.Box 3486 Sh MOe,S.0 29682-Phone:866446.7600 For Wind Speed 160 mph,Exposure CC.L.A. 04/09/12
Vidalia,GA 30474 5 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
- -_ ATTACH ROOF FRAMING TO'
TOP PLATE OF WALL FRAMING
WITH'BUILDEX 10-16x1 TEK5
PANHEAD SCREWS Yd1TH#3
DRILL POINT AT G'O.C.
SEE ROOF FRAMING !
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING !
II
S S
ri
t t
2 1/2'x I/2'CORRUGATED -31/2'-20.a.METAL COLLAR TIE;4'-0°
ROOF PANELS FASTENED PACE AT METAL STUDS
WITH 1%4'-14 x 3/4'HWH LONG,ATTACH W/ (2)#I O SELF SPACED AT 24"O:C.MAX. '
DRILLING GRABBER SCREWS EACH.SIDE 1
TRAM I AT G"O.C. ^ I
5EE ROOF FRAMING ?Yz-20ga.METAL STUDS I OVERHANG OPTION DETAIL
SCHEDULE FOR RAFTER5 SPACED AT 24"O.C.MAX: I 5CALE`314'V-7
O
3i/-20ga.METAL BRACE AT
o °L
O SEE ROOF FRAMING 3'-0"ABOVE FINISHED.FLOOR,
z
a SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
REQUIREMENTS #10 SELF DRILLING GRABBER
SCREWS,(I)INTO EACH FLANGE ��a Infommfon
O �e To Build On
SEE 51.2FOR SKIC ATTACH ROOF FRAMING TO e°m..aa•ro...:.-+�•v
AND FLOOR FRAMING _2 1/2"x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING
PANELS(FASTENED W/#8 x V✓fTH BUILDEX 10-I Gx I TEK5 CODE REVIEW
Professional service lndusfries
q Iy2 WOOD SCREW AT G' PANHEAD SCREWS WrH#3 174833rd Street 1
O.C.(OR EQUAL) - "�`- DRILL POINT AT G°O.C. Orlando,Florida 32839
Plan Reviewer.William E Neary,111 I
` ICC 1.5185040
VARIES,G'-O"to 13'-8° ,"`' LA FLSMI-79,1.10D406
SMP-51
Typical Frame Section SEE ROOF.FRAMING I I i 1 Haney Associates,Inc: I
SCALE: 1/4". N=1'-O' SCHEDULE FOR�RAFTERAND Certificaof
712 Authorization
BRACING SIZES AND SPACING I I No.27124
it
r
. GKR
3�2-20ga.METAL STUDS' : Q. '.OEN '�N
5PACED AT 24"O.G.MAX. j ��' 0' ay//$z
No 8';558 :I
2 OVERHANG.OPTION DETAIL STATE
�O'•• OF
1. SCALE:3/4-V-O' F P `
%�CCSS 4ORIV•.•��j`�
\ These plans were designed in accordance wit h: / j /
I Sheet Number:
Single Wide Metal Master Plan Design
ed–By- Project No.
( 2014 FBC,511 Edition H. 12EN224
r Raney Associates, Inc: ( 2011 NEC Lark,Builders
,. Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street By: Date: S1 .5
P.O.lin.348,Stn Maq SC-29681-Ph—:864fi46A600 For Wind Speed 160 mph,Exposure C 04/09/12 I 6 of 7
l -- Vidalia,GA 30474
PSI APPROVAL 2015-05-24
Approval Stamps:
2-1/2'x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH 1/4°-14 is
3/4"HWH'TRAw I AT G°o.C.
i
31z' 20ga.METAL BRACING, \ '
ATTACH EACH END TO STUDS W) I I
3'/Z'METAL BRACE AT 3'-0° ' ya'METAL BRACE AT 3'-O° 1
(2)#I O SELF DRILLING GRABBER
ABOVE FINISHED FLOOR, ABOVE FINISHE6PLOOR
ATTACH TO EACH STUD SEREWS,(I)INTO EACH FLANGE
I ATTACH TO EACH STUD
W/(2)#10 512LIF DRILLING [NOTE THAT THIS BRACING 15 W/(2)#16 SELF DRILUNG
GRABBER 5CREW5•(1) REQUIRED ON SIDE WALLS AS WELL I CRABBER 5CREVd5,(1)
INTO EACH FLANGE I (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE
f
SEE 51.2 FOR SKID AND FLOOR I
VARIES,G'-O°to 13'-8' FRAMING VARIES,G'-0"to 13'x'
I
End Wall Framinc] Option End Wall Framinq
ALLS ARE Option
WALL OPENING FOR SIDE W
SCALE: 1/4"=1'-0 SCALE: 1/4"=P-O' I
TO BE FRAMED SIMILAR TO TH05E
SHOWN HERD FOR ENDWALLS
.owe Infomtnlion
-f— .Tour!..
2-1/2°x 1/2"CORRUGATED ROOF '
PANELS FASTENED-WITH 1/4"-14 x - CODE REVIEW
3/4°HWH TRAJOWi AT G°O.C. ..- - Professional Semicelndustries
1746 33rd Street
Orlando,Florida 32839
Plan Revi—r..William E.Neary•III
ICC d 5185040
LA OUDD406
V17�
FL SMI-79,SMP-51 I
y"-20ga.METAL BRACING, Max. I I
3Ya METAL BRACE AT 3'-0 x I ATTACH EACH END TO STUDS W/ —~
w (2)#1 O SELF DRILLING GRABBER 3'/z METAL BRACE AT 3'-0°
ABOVE FINISHED FLOOR j 1 ABOVE FINISHED FLOOR. \ If Associates,Inc. j
SCREWS,(1)INTO EACH FLANGE Certificate of Autho2uation
ATTACH TO EACH STUD I p O ATTACH TO EACH STUD i J
W/(2)#10 SELF DRILLING ! t [NOTE THAT THI5 BRACING 15 W/�(2)#ib SELF DRILLING No.27124
GRABBER SCREWS,(1) i REQUIRED ON SIDE WALLS AS WELL GRABBER SCREWS,(1)
INTO EACH FLANGEVz b!i (BOTH SIDES OF EACH CORNER)] I I INTO EACH FLANGEtR:rr�rrr,
NOTE THAT THIS BRACING
i I `Q'�.� CEN'.;9ti
15 REQUIRED ON SIDE :�Q •��/� ';�`,�';-I
WALLS AS WELL(BOTH _ No. 6 558
SEE 51.2 FOR 5KID AND FLOOR SIDES OF EACH CORNER) .*: *S
VARIES,9-0"to 13'8° FRAMING VARIES,G'-0'to 13'-8' - -
End Wail Framing Option End Wall framing Option S. STATE of
SCALE: 1/4°=P-O" SCALE: 1/4'=1'-0° %FS'fZOR%OP-
1 rrrrrlltlll��
--� hese plans were designed in accordance with: !
Sheet Number:
_ 2014 FBC 511 Edition I Single{Alide.Metal MasterPlan. Designed By- rto;ectrro. j
Raney Associates, Inc. 2011 NEC Lark Builders i I O.ILH. 12EN224
Engineering&c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: nate. S1 .6
P.O.Bac748,SIa Mile,S.C.2%82-Phane:86J446.7600 For Wind Speed 160 mph,Exposure C Vidalia, GA 30474 C.L.A. 04/09/12
7 of 7
TIE-DOWN NOTES, � � TABLE 2A - 165D/170C TABLE 2B - 1400
1.ANCHOR SPACING IS OM NED AS PER ASCE-T. °°-° Wl'�I 30"AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING
2.ALL.MEASUREMENTS ME CENTER-TO-COM. ��llllff IM%14U4 ANCHOR 4UfIYUY ANCHOR
J.TIE-GOWN STRAPS TO BE 1-1'.0.035'GV.VMIIZED STEEL,FEDERAL SHED WIDTH SPACING SHED WIDTH ,PACING
SPECIFlCAR0N5 005-D81-H.TYPE-I,f1M5N-B.GRADE-1. TIE-DOWN 11 1[ CODE INFORMATION
STRAPS AND CONNCAPACITY
(IWC IMAONME ro HAVE 4.O2s la MINIMUM DE-00µN Si WP 1 ..4 511,/1 ON e'ME DR LLss T{L ,_y} ,.IV-1"
,TO_7 6'-0" 1o'-0' UP TO 16'-0' 10'-0' �0E`'�q1
ULTIMATEMTCANCHO (3,160 lR..IA). �1) 11V/ C]�
4.ALL FMM ANCNOflS SHALL HAVE A INIMUM 4,300 L8.CMACV. (S[E NOIFS] ae OR(I)4.e P.T,m/a 6XID5 V Yuns•eNREn
S.EMM ANCHORS LDGTEO AT EACH CORNER,kWIMUM IB'FROM ENO TALL F15E(TJ.4 OE SLT ON GROUND). TO 20'-d B'-O" I6'-1'TO 24'-0' 8'-0' •DOM'
(4 MINIMUM PER BUUING),AND SPACED AS PER TABLE 2AB,C DEPENDING TO-DO"SNAP B. TO TTPE
ON SHED WHOM.WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED J ANCHOR 1 a'CRbE a 30PDRNE ANCHOR ]TO�AwFA ANCHOR BWDNO ttPE
ON ENDS. BaT uDnGuu rix WASMA9 MR RocK/mRAE 1"TO 24'-0 6'-O' R�py TrvE
6.CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AD.0 DEPENDING ON MR SOIVCUr TABLE 1A - 120C
SHED WIDTH,WIND SPEED,AND EXPOSURE 1/a•.3'(i0o la)mnaOE ;;I D TABLE 2C — 120C ANCHORI GTO CO CRETE
7.CONCRETE ANCHORS TO HAVE A YINWUM OF 4'COVER(DISTANCE m04 WEDGE AN µTIN U-CUNNa 0 010111 JU ANCHOR fIRL SEPPRESSgN SISBSI Tac
ANCHOR TO EDGE OF CONCRETE). m"E 3j :a .' TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH SPACING
B.41MYUM SOR BEMING CMACIFY R 2,000 PSF 9%
Wry MANSION HBOLT SHED WIDTH MAXIMUM ANCHOfl
B.EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNLTON ,-coNOREIE SPACING 24'-0" 6'-0' ALLOfL1oHF NUYemOF
� '
PR01WE0 THAT ME SINE MAXMUM SPACING IS FOUCWED FOR UGI
ANCHOR ME TYPICAL ANCHOR TYPES %�°wuo Sava N'ImYlu/1wlrEr
UP TO 24'-0"_ 20'-0" Y-o' Ewswc vD
.. -. FNR.O3DIIE Damm
16'-0" 7-0' DBEreLN.PRLatIRL roDFuvtr ./-om
14'-0" 8'..D• WPoRIJNS F•CIW
RDDF DVD IIYD
t¢-DOWN STRAP mum Ixm � 12'-0" 9'-0' ROOF INE Hun
PE-0OMI SiPAP BCN.Tm 11410 FlOON J05T WRN I/2•FAIOE S (1 4.—/2 ON e•WIDE OR LLE 1 1 ..4 Sro/1 ON W ME W IES RLOp OTAO idD
ROOR JOIST WTH /1•GMDC S BDLi WNNUY'MM WASNFI6 (])he OR(1)—P.T.SYP/2 9®5 :I (2)1.6 dt(1)..e P.T.SIP/x 51®5 _
BOLT Y WRH wA$NERS HL DSE(GN BE SE1 ON GROUND). 'I iN:-µINN SKIP SECVNm .Icr(GN eE 50 ON GROIMO). 10'-0" 10'-6' FlDOR UVE IOJD
TIE-OohRJ srR•P B0.Tm ro 1rPE I wRx(e)I..Is N•RS YI•wmw a Wu."FUDR.Aoa w•
R'a•(.m Le.)CPICRDE 3 aAvm WWTHMM 1/1'wnE s 6'-0" 12'-0' uaeules PLN DLGDDHc
WTDDE ANCHOR M11H WASHCfl BOLI WMWY WITH WASHERS I _
1/aa'(.m u)mND+ETE I;•;I { •ucTBR sTnE S 6'-0" 12'-0' I.IwauJle PzrmlaDNuswc
MGM ANCHOR WWH O-CNADNEL OMYE SfNC FOR ROCw/COR•l.
-� C-E') TABLE 1B - 140C SDDNa�•a
ANCHORING TO CONCRETE REVISIONS v
P WNCRflE aProH.LL SUPPoRI Pro(P.T.WooD. MAXIMUM ANCHOR REV DESCRIPTON DATE BY
COMM"'BIOtl(OR P")SAA® SHED WIDTH SPACING
AT W-1MAL
24'-0"
20,-0"
TIE-Dom smw Balm TDN 16'-0" 5'-6 amm B<
TFmON JORT Ye1N 1//1'GRYIE a (1).a4 51P/3 ON e'WIDE 011 HESS YTB
() ..SYP/a 01H D'WIDE Ofl IES. BDCT WMWY TjRH WA9YR5 (1)S.e OR(I)..e P.T.SYP/2 I— 14'-0" 6'-0'
_ a..SOLE PIAR IN•TOANLY (])LB OR II)..e P.T.SYP/2— Al ElSE(GN BE SEf ON,(ROUND). 8/11/15
WmGE•NCHOR WIM)]C W.E9�1� OYRMLE WIND OR P.T.) NL FISF(GN BE SET ON 6VOUN01.
THE-00µN smw 12'-0° 7*-6'
" (SFENDIG) N A
_--__4 :__ /9-•w•EMM AN[NOa
I/a•.3-(.DD Ia)cONcaLTE wHm L1c NDInAucm smE
wNyn,y 5. HARK BUILDERS.INC.
w0xz ANDHOR
W.2'WJSH[R li; FOR R«N/mHUL
.•CON ADE
TABLE IC-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH WG04UM ANCHOR
SPACING
T (1 ..s1P Ip ax e•µ+DE oR LEs TIE-DGwN sIRM 24'-0"
AJMmR II ro (z;ae o)...-srP I]vms (SEE No1Ls) t1�3 m/x aN e•WnE oR ISss. 1111111
_ 1".saE Pu1E Dunnuur cR•DE a ear u34uu1t ilx Au EIS(GN
BE
SET aN DRaaD). (xNi us(ur ainI' uraiDj 20'-0" 4'-0'
MmcE•'ANCHOR WIIN)2C0NWASIHFA _ --. 10 GROUND ANCHOR \\,`� .•••••••••• .A� //
WMBIE www oR P.T.) WASNDS.Al. mNN1U01K AW TE- 01 SIR1P BDUFB TO
�4 GROUND ANCHOR WOH 1/1.OP.10E 16'-D" 5'-0' Z
_;,,------ .30-wrtx ANCHOR: s BDu LwallaD•wmlµx 14'-0" --QJI `�` 1.\GENSF •'Sly i
a-
' srnE mR saL/Eur, i ADcw sirlE FTXI son/cur, '�:
wrE STnE FOR ImOVrnuL , °RHE sTnE FOR RacX/mR•L ',• 12 "-0 7 C.7
OP 4 oProFPE RmuoRcso •.•.. Z
I '•`: mNCRDE FOUNOETION 4
S
1 4 aN NE E ocoxamEi a�o�P°n)mom' 10'-O" 8 0' _
"-4 Ar e•-D•MIA. 8'-0" to'-0" O _ STATE OF 1
TIE-DOWN DETAILS 6'-0" 12'-0' = o. F a :'�"��
Z /i CC '• G\\�
NAI1\?\\\
LJ.I M.Mh..T.BOIEwin P.E
(n FH
1-- loOD Ut... 84608
she,.L AP-1 OF 1