HomeMy WebLinkAboutProduct Approval is z'� ; =tc>.• ;, FLA Manufamea at "Pm9on
o
1940 Nir�4ori4e Sliest
. � o _ :. �,a Sine 90A
Pt'O Esse ha! TaOatsassse,Fir da MMMA
�Irl Phone'850.487..1824• Fax;850.414 843e
Ken Lawson,SecretM Rick Scott Govemor
August 22,2016
Robert Moore =
Lark Builders,Inc.
P,O.Drawer 629
Vidalia,GA 30475
RE:Manufacturer Certification,ID MFF-114;Expiration Date:August.22,2019
Dear Robert Moore a
it is my pleasure to inform you that Lark Builders,Inc.,iocated 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 O -
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
indicated ton the cover page of the pians]for compliance with the code by your Third Party °D`
Agency,for pians review.Please ensure that your plans are in compliance and are properly own
posted on our website.All site-related Installation Issues are subject-to the local authority 111 -
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 BCIS(wwieiJIoAdabuildinc.dro)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.floridabuliding,oro to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
bulidinq permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
PSI APPROVAL 2015-05-24
1 0 mph ® Metal Lapsider 103ox have shed faster Platt ApprovalStamps>_�
GENERAL NOTES: Lark Builders DESIGN PARAMETERS: (NIP-GABLE ROOF)
[WINE)DESIGN PER ASCE 7-1 O,SEISMIC DESIGN PER A15C 3.41-051
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 q.09 Dixon Street I. WIND VELOCITY: 1 60m h
113C BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND P
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2. ALL MATERIALS AND LABOR SHALL BWITH E IN ACCORDANCE H THE 3. WIND EXPOSURE: C
ABOVE CODE AND ALL OTHER.APPLICABLP LOCAL CODES AT THE Vidalia, GA 30-47-4 4. INT.PRE55URE COEFFICIENT: 0.15:!:
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. aa4+o Jnfornration
-ROOF LOAD(ZONE#1): .+21.4/-43.8 P5F P°q�O To Build On
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +21.41-G 1.7 P5F e �• •�.«4
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/-97.4 PSF CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.o I Cover-General&Design Notes -WALL LOAD(ZONE#4): +45.51-49.8 P51' Professional Service Industries
51.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +46.3/-58.5 P5F 174633rd Street
FLOOR JOISTS- 2x4 5.Y.P.#2-(I 2-15%M015TURE CONTENT) -WALL LOAD(ZONE#405): +45.9/-54.2 P5F Orlando,Florida 32839
Plan Reviewer.William E.Neary,III
2xGS.Y.P.#2-(12-J5%MOISTURE CONTENT) S1,2 Skids&Floor Framing Plan ICC 95185040
2x85.Y.r.X2-(12-I5'7MOISTURE CONTE NT) 7. FLOOR DESIGN LIVE LOAD: 125 FSP LA9Uo0406
G. ALL OF THE FOLLOWING LUMBER 5HALL BE PRESSURE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 P5F FL SMI-79,SMP-51
SKIDS,FLOOR JOISTS AND 3/4'T4G FLOOR SHEATHING S1.4 Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 PSF
7. TPU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F, i 0. ROOF DE51GN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCF55 TO BUILDING IS FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details I 1. WALL DESIGN LOAD: 8 P5F -
SUBJECT TO LOCAL JURISDICTION APPROVAL. S1.6 1 End Wall Frame Options 1 2. COMBINATION LOADS: AS PER A5CE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 13. SEISMIC USE GROUP: B ,
YIELD STRENGTH. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL 16. CONSTRUCTION TYPE: V B
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 114"x I I/16"ALUMINUM EXTRUDED 18. EXTER OF WALL FIRE RATING: O
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE
1507.2.8 OF THE F.B.C.2010 GARAGE DOORS,GO"x 72"ALUMINUM DOOR;32" AND 21.THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, FOLLOWING CODES:
LOCAL CODE5 AND THIS 15 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,51h Edition
14. BUILDING 15 CLASSIFIED A5'TYPE"5" (STORAGE) 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
15. ALUMINUM IMNDOW5-TYPE,SIZE,QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE
VARY. 25.MAXIMUM WALL HEIGHT TO BE 8'-0" , 2014 Florida Fire Prevention Code Haney Associates,Inc.
16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED Certificate of Authorization
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27174
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCE55OPY CODE IN ACCORDANCE WITH 101.5.2 i
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FORA ONE OR TWO FAMILY DWELLING UNDER
FIELD PERFORMANCE CONDITIONS. 400sq.ft.)MUST HAVE ATLEA5T(1)32'x80"(MLN.)DOOR. 517E INSTALLED ITEM5: ,,``�GK t R. ry rrr
18. THESE STRUCTURES SHALL NOT BE U5ED.FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE 3Yz"METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ; Q•�•• CEN••q.
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.C. 2. RAMPS,STAIRS AND GENERAL ACCE55 TO THE BUILDING. �-I•
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE 3�' oi. 64556 '
ALUMINUM,MASA ALUMINUM,4"LAP ALUMINUM,5/8'P.T.T I-I I BUILDING. -?�' •••
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
5TEEL 51DING AND"PLEKO"STUCCO ON 5/8"DENSE GLA55 GOLD R318:6
0% STAT F '•
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THI5 LIST DOES NOT NECE55ARILY-LIMIT THE ITEMS OF WORK ,n•- R •_
2 1.ALL DOORS SHALL BE ABLE10 BE OPENED FROM THE EGRESS 51DE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
G '�FS••ZORI�p:•'('j��
WITHOUT THE USE OF A KEY. INSTALLATION.
NSTAL TIO N APPROVA.RELATED ITEMS ARE SUBJECT TO LOCAL �",&/ONAl-t�C.`�
�I These plans were designed in accordance with: Sheet Number: '
2014 FBG,51h Edition Single Wide Metal Master Plan Designed By: Project No.
Haa�eg�Associates, enc. 2011 NEC Lark Builders O.R.H. 12EN224
Engineering&Construction Planning 12014 Florida Fire Prevention Code s 1 a 0
409 Dixon Street Checked By: Date:
-- ;Si;�1.'•'� P.O.110x348,St[nOq S.C.29682-Phm,e:8G4-646-7600 For Wind Speed 160 mph,Exposure C -
P P P Vidalia,GA 30474 C.L.A. 04109/12
1 of 7
PSI APPROVAL 2015-05-24
ELECTRICAL NOTES: Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES 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 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 5'MAX. MAX. \\ LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. /` �„
GROUNDED TO MINIMUM 1 O'-O"COPPER CLAD EARTH DRIVEN ROD _ I
WITH GROUNDING CLAMP APPROVED POR DIRECT BURIAL. _ _ _ _
5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC -- ��3° /njotm 011
INSULATED BUSHINGS. �LM�°.TnBuiGl On
DS
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 3142 METAL AT 24"
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST _ SPACED O.C.MAX. CODE REVIEW
EDITIONS. �, . AX. Professional Service Industries
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCF55113LE is ` P.T.3/4'TEG i 1748 33rd Stroet32839
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR SHEATHING I Orlando,Florida WWI—
$ I SEE VARIOUS END I PWC Reviewer.William E Neary,III
WITH A MARKED"OFF'F051TION THAT 15 PART OF THE HVAC SEE VARIOUS END WALL I LA a 00406 o 1
WALL FRAMING �, y� FRAMING SECTIONS FOR I LAO 00406
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS �� SECTIONS FOR WALL � I FL SMI-79,SMP-51
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY i9 \ WALL AND DOOR FRAMING.
AND WINDOW FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER. w \
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 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING I
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, ;� p$
GROUNDING,ETC.)15 DESIGNED BY OTHERS,51TE INSTALLED, + '
SUBJECT TO LOCAL JU RI5DICTION APPROVAL. I rJ> 1
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE N 12 AWG THHN AND OPTIONAL ELECTRIC TO-' WP / 32°MIN.,60'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD V/1 BY G'-8"HEIGHT DOOR,
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER
ARTICLE 1210.8(A)(2)NEG-08. SOURCE TO UNI
50'-O"MAXIMUM BUILDING LENGTH
Haney t ,Electrical Symbol Key Cedificateof Authorization
GFCI Duplex Receptacle 120V 10 NOTES: No.27124
.ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY.
`tun nlll
o Incandescent Light w!(I)-60w BulbNCy, R. y,9'.�
Typical Floor Plan Q,.•'�C N •.,ti
Q Junction Box SCALE: 1/4°=1'-O" ;p�.. � �.L
No. 55$ ':z4
$ Switch =
WP Weatherproof, ;�'., STATEZORIVC
$n Switch w/Receptacle Outlet 120v 10
'It/nnttt`
These plans were designed in accordance with: Single Wide Metal MasterPlan Designed Ey: PmjectNo. Sheet Number:
2014 FBC,5th Edition Lark Builders O.R.H.H. 12EN224 l9
IIaaaey Associates, Inc. 2011 NEC
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
.•3;.,,�,'" P.O.°ac0411,St.Nie,S.C.296112•Ph-964-646.7600 For Wind Speed 160 mph,ExposureCC.L.A. 04/09/12
Vidalia,GA 30474 2 of 7
PSI APPROVAL 2015-05-24
---!AEprqvai
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T 51ZC
125 psf Live Load (2 Skid) 125 psf Live Load(3 Skid) ET-
Width Joist Size&Spacing A I B Width pacing A B
-011 --�X�s @ 161,O.C.,Max. 15,,,
TL
8'-O" FF
2x6's @ 16"O.C.,Max. 18-142" 6-4)" 1 2x4's @ 16"0. 12" -�;F
--i�6 @ 16"O - -60F 8'-0" 2x6's @ 16"O.C.,Max. 1-6" 32"
= .C.,Max. 24
J "T72�-- 10'-E 2x6's @ 16"O.C.,Max. 20" 40" 5'ff SCHEDULE FOR JOIST SIZE
I1'-01' 2xEl's@16"O.C.,Max. 24"184" 111-0111 2x6's @ 16"O.C.,Max. '22" 44" --0-
117--8---2x6's @ 16"O.C.,Max. 28"1-i4-T 11'-8" 24's @ IT O.C.,Max. 24,1146" 77, X
13'-0"-2X-8-"s @ 16"OX;.,Max. 36" 1 84" 13'-0" 2x8's @ 16"O.C.,Max. 26"152" m "A'
.13'-8111 2x8's@16"0.C.,Max, _1- EY 40-11 r84" 13'-8" 2x8's @ 16'O.C.,Max.
NOTES:
•FA5TENEP5 WILL MEET THE MINIMUM REQUIREMEIM5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
UNDER F15C 2304.5.1 AND TABLE 2304.5,1 UNLESS OTHERWISE SPECIFIED,
ALL 5rJD5 APE P.T.-4xG 5.Y.r.#2 OR(2)-P.T.-2xG 5.Y.F.#2
•0-0'WIDE UNITS MAY USE 2.4 #3 J015T5
•ALL J015T5 APE TO BE P.T.-5.Y.F.#2 T
P.T.SIDE RJUL TO MATCHP.T.51DE PAIL TO MATCH
FRAMING ---v-—�
J015T 512E,SEE FRAMING JOIST Sim,SEE FRAMING CODE REVIEW
SCHEDULE FOP SIZES. /—SCHEDULE FOP 51ZF5, Prorssional service Ind-rdas
1748 33rd street
dHr.Orlando,Florida 32839
Q Plana 8504LA 9000406
FL SM149,SMP-5i
Ice as 0
William E Ncary.111
SEE SCHEDULE FOR J015T SIZE
SEE SCHEDULE FOR J015T 512E If 1 11 11
172
Haney Associates.Inc.
L —————— Certificate ofWuthorization
—T— — No.77124
il 11 A _J, J. [I_ 11 11 11 11 11 1
4- 0&, R.
............
-,*NGqA1&
/-31\ LP.T.-4xG 5.Y.P.#2 or 4--O�or 0-0` ----z:FT.-4xG 5.Y.P.#2 or
(2)-F.T-24 S.Y.P.#25 5rID5 0 (2)-P.T.-2xG.S.Y.P.W2 5KID5 14!-0'or G'-O"
'I Orti'nal Porch 'I Optional Porch
50'-O"MAXIMUM BUILDING LENGTH
50'-O°MAXIMUM BUILDING LENGTH
ljo'% STATE o
Tyeical 2 5kid floor Dramin 6 40RI,
OT,
SCALE; 114"=I'-O" j Plan Tyeical 3 5kid floor framinq Plan
SCALE: 1/4"=1'-0'
These plans were designed in accordance with:
2014 FBC,511 Edition Single Wide Metal Master Plan Designed By: Project No, Sheet Number:
Han Associates, Inc• 2011 NEC Lark Builders O.R.H. 12EN224
Fla Engineering&Construction Planning 2014 Florida Fire Prevention Code
P.O.D-X 348,Six blUe,S.Q 29682-Pha-864-64(4600 409 Dixon Street Checked S1 .2
For Wind Speed 160 mph,Exposure C- I By: Date'
Vidalia,GA 30474 CLA. 04/09/12 3 of
PSI APPROVAL 2015-05-24
Approval Stamps
2000.METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
5EE FRAMING 5CHEDULE 5ND5 MAY BE P.T.-4x6 5.Y.P.
2OR(2)-P.T.-2.G5.Y.P,#2 20cla.METAL SOLE PLATE,
FOR J0151 51ZE CONTINOUS W1 5116`x4°LAGS
ATTACH EACH STUD TO 50LE AT I G""0.0. ..Max.
v--P.T.314 T�G FLOOR
PLATE WITH(2)#f 0 5ELF
DRILLING GRABBER 5CREW5 5HEATH;NG
(1) INTO EACH FLANGE.
==T
5ENCO K25(OR EQUAL) Z-NOTCH 5KJD5 1)'A I&
NAILS AT 12'O.C.,ROWS FOR EACH FLOOR J015T
SHALL 13E 1.5'FROM EDGE,
STAGGER ROWS G'FOR
I 11
(2)-P.T.-5.Y.F.-2xG'5 5FJD3 I ,V- BLOCKING BETWEENSTART PATTERN WITHIN G. - - 5rjD5.rA5TEN TO END-OF EACH END Of SKID 2x4 BLOCKING BETWEEN J015T W1(3)-0.120)6' 1
5KJD5,FASTEN W/ N-AI 115-Af-F2;-CT.-C EACH-1
(2)-0.120"x3'NAII5 AT SIDE,STAGGERED.
12'O.C.,STAGGERED.
t-1--\5rjNFLOOP FRAMING DETAIL /2�\END J015T FRAMING DETAIL =�v Inforruation
N��SCALE:3fV-I--o' 115 Im
CODE REVIEW
Professional Service Industries
174833rd Street
Orlando,Florida 32839
5rID5 MAY BE P T-4xG 5'Y'P W'PW R.Ii—I 111..F N-y,to
#2 OF(2)-P.T.-2.r.5.YP.#2 LA#000406
2-LAP SPLICE FASTENED
W1
(G)-5/IG'x4'LAGS
P.T.-4x6 5,Y.P. (OUTER FACE),(3)-5/16'x4'
( N2
3)-5/1G-x4-
#2 5KID5 LAG5(INNER FACE).(9)LAG
asi
ATTACH J0157 TO SKID WITH SCREWS TOTAL.
5/16-x4"LAG 5CREW OR(2) Haney Associates,I=
5IMP50N H-3(OR EQUAL)AT 1 Certificate of Authorization
EACH END OF JOIST,SEE No.27124
FRAMING 5CHfDULE FOR SIZE 31xG'5PLICE PLATE ON 3 of
4 SIDES Of JOINT,FA5-rEN
(2)-r.T.-2xG EAC H PLATE W1(5)-5ENCO
NOTE.,ATTACK END J015T5 TO 5M WITH(2)-5/1 G`x4' 5.Y.P.#2 5rID5 K28(OF,EQUAL)NNI-5 '0%0%�' R. /yl"/,
...........
LAG 5CMW5[OR(4)-0.131.4-GUN NAILS)AND A EACH SIDE.
\G INV
51MPSON,K-3 JOR EQUALS AT EACH END OF JOL5T, tL!-
t
fl�
015TQryr[CAL 5FJD TO -'\TYPICAL SKID SPLICING DETAIL STATE OF
t. sou
ION Q / 4
5CALCI&W-110-
These plans were designed in accordance with: Single Wide Metal Master Plan Designeday: Project No. Sheet Number:
2014 FBC,511 Edition
Han Associates Q�R-H. 12EN224
Jac, 2011 NEC Lark Builders
Engineering&Construction Planning 2014 Florida Fire Pr6ention Code I 409 Dixon StreetS1 .3
P.O.D11 349,SU?aU*,S.0 29692-Ph0"646.760D For Wind Speed 160 mph,Exposure C Checked By: Date:
Vidalia,GA 30474 C.L.A. 04109/12 4 ot_7_
PSI APPROVAL 2015-05-24
Approval Stam s:
ROOF FRAMING SCHEDULE SCHEDULE AND Poor FRAMING NOTES:
Wall Framing at 24"o.c., Max. •Roof FRAMING SHALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRAN5FEF AND STRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND R318.G
Width Rafter and Brace Size and Spacing. ^FASTENERS WALL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FEC 2304.9.1
AND TABLE 2304.5.1 UNLF55 OTHERVA51!SPECIFIED.
ASIS SSMA S 350SI 62-43 @ 24"O.C.Max. •
RIDGE MAY PUN IN THE SHORT DIRECTION'TURNAROUND'OR'VAULTED'5TYLE VOTH A MAXIMUM GABLE END Of 30-0"AND 51DE
WALLS THAT VARY G-5)"TO 13'-8"OP THE LONG DIRECTION'5TANOARD"WiTh GABLE EN05 THAT VARY G'-0"TO 13'-8"WITH A
-W--O-j ASIS SSMA-S 3505162-43 @ 24"O.C.Max. MAXIMUM SIDE WALL LENGTH Of 59-0.
— •ATTACH ROOF FRAMING TO TOP PLATE or WALL FRAMING WITH 13UILDIX I Ci-I Gx I TEK5 PANHCAD 5CREW5 WITH#3 DRILL POINT
To;--O—' ASIS SSMA-8350SMax.—
.162-43@24"O-0. AT G'O.C- ii
11'-0" ASIS SSMA-S 3505162-43 @ 24"O.C.Max.
1-1T--8. ASIS SSMA-S 350SI62-43 @ 24"O.C.Max.
131-0"j ASIS SSMA-S 3605I62-43 @ 24"O.C.Max.
137--8-j—ASIS SSMA S 3505162-43 @ 24"O.C.Max.
ffl— nfo—ation
'ap-N.N.Wor;
in
I CODE REVIEW
I Pomra—fonal service InduStfies
01746 33rd Stival
Standard Ridge 0,1amdo,Flodda,32839
Plan ReAev,ac William E.Neary,III
......... 20ga.METAL RAFTERS too 9 SISW40
��16-BRACING,SPACED AT -1 I'll,
FLSMI-79,SMP41.
24'O.C.,MAX.LINE UP
RAFTERS TO LAND ON WALL
<
> .STUDS FOR LOAD TRANSFER Haney Associates,Inc.
Certificate of Authorization
No.27124
R.
50'-0 MAXIMUM BUILDING LENGTH-30'-0"MAX.FOR VAULTED ROOF
6
a. 64 58
Typical Roof Framing Plan STATE 0
SCALE: 114'=1'-O'
NAt
1r'rrfit
These plans were designed in accordance with:
2014 FRC.511 Edition Single Wide Metal Master Plan Designed By: Project No. Sheet Number.
Haney Asso-clates, Inc. '2011 NEC Lark Builders C.R.H. 12EN224
Engineering&Construction Planning 12014 Florida Fire Prevention Code
409 Dixon Street Checked By: Date: SlA
For Wind Speed 160 mph,Exposure C
Vidalia, GA 30474 C.L.A. 04/09/12 5 of
PSI APPROVAL 2015-05-24
p Approval Stamps: 1
ATTACH ROOF FRAMING TO !
TOP PLATE OF WALL FRAMING
- WITH 5UILDEX 10-1 GxI TEK5
- --'� PANHEAD SCREWS WITH#3
DRILL POINT AT G"O.C.
SEE ROOF FRAMING 1
ii
SCHEDULE FOR RAFTER AND � 1
BRACING SIZES AND SPACING
1 11
2 1/2'X 1/2"CORRUGATED METAL COLLAR TIE,4'-0°
ROOF PANELS FASTENED LONG,ATTACH W! (27#10 SELF 3Ui'-200a.METAL STUDS
WITH 1/4"-14 x 3/4"HWH SPACED AT 24°O.C.MAX.
TRAXXII AT 0O.C. DRILLING GRABBER SCREWS EACH SIDE
\-5EE ROOF FRAMING -V'-20ga.METAL STUDS L_ 1 gOVERHANG OPTION DETAIL
SCHEDULE FOR RAFTERS 5PACED AT 24°O.C.MAX. !. SCAtE:ata• 1•{Y
b
3/a°-20ga.METAL BRACE AT
O SEE ROOF FRAMING 3'-0°ABOVE FIN15HED FLOOR,
t- SCHEDULE FOR FASTENING ATTACH TO EACH STUD W!(2)
NREQUIREMENTS !11 O SELF DRILLING GRABBER
io SCREWS,(1)INTO EACH FLANGE cy lnfomrntion
-1 TolluildOu
O SEF 51.2 FOR 5rJDATTACH ROOF FRAMING TO w+.-..A•ea...n.,r•n.uw
AND FLOOR FRAMING 2 x CORRUGATED TOP PLATE OF WALL FRAMING 1 CODE REVIEW
PANELS
S(FFAA STENED W/#8 x WITH 5UILDEX 10-1 Gx I TEKS Professional service Industries
IYi WOOD SCREW AT G° PANHEAD SCREWS WITH 113
l Ortand rd Floridaer
O.C.(OR EQUAL) �-•,� DRILL POINT AT G°O.G. Orlando, oida 32e39
--`•"'�_�,`� Plan ReNawer.William E.Newry,111
r VARIES,G'-O"to 13'-8' ICC a57859ea
- -- ':^� LA MI-706
J� FI.SMI-79,SMPSt
Typical Frame rJeGttoti SEE ROOF FRAMING i i Haney Associates,Inc.
SCALE: 1/4"-1'-O" SCHEDULE POR RAFTER AND 1 Certificate of Authorization
5RACtNG SIZES AND SPACING ; No.27124
:1
it
• i i `tilthtitt)rrr
. GyC R. y
-20ggaa METAL STUDS CEN' 9�
SPACED A'f 24"O.C.MAX. OQ:. v�py
No. 559
�fd'c
'2 STATE OF
%SS�O14AL
These plans were designed in accordance with: Single Wide Metal Master Plan DesidE eSheet Number:
i Rangy-Assodates Ln c. 2014 FEC,5=h Edition 9 O y' Prb ectNo.
2011 NEC Lark Builders O.R.H. 12EN224 j
g� Engineering 8c Construction Planning "`�
2014 Florida Fire prevention Code 409 Dixon Street to
P.O.aoz9g9,Si. S.C.39663•PEone:864446.7600 � Chocked By: Date:
For Wind Speed 160 mph,Exposure C
��� _ Vidalia,GA 30474 C.I.A. oa/o9/1z 6 of 7
PSI APPROVAL 2015-05-24
Approval
2-1/2'x 1/2"CORRUGATED ROOF
PANELS FASTENED WITH 1/4"'14.X
3/4"HWHTRAMI AT G'O.C.
O�.,METAL BRACING,
I
3YF METAL BRACE AT 3'-O'--\ -11YAi _ END TO'T"
ABOVE FINISHED FLOOR, (2)#10 SELF DRILLING GRABBER z—MY METAL BRACE AT '
ATTACH TO A
EACH 0 SCREVV5,(1)INTO EACH FLANGE ABOVE FINISHED FLOOR.
W1 2)#I 0 SELF DRILLING [NOTE THAT THIS BRACING 15 ATTACH to EACH STUD
W1(2)#10 SELF DRILLING
GRABBER SCREWS,(1) REQUIRED ON SIDE WALLS AS WELL GRA1513ER 5CRfW*,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)J INTO EACH FLANGE
F-
V.ARJE5.6'-O°to IV-5, SEE 51.2 FOR SKID AND FLOOR
FRAMING VAI=E5.r
'-O"to 13'-8'
Ertel Wall Framing Option WALL OPENING FOR SIDE WALLS ARE End Wall Framing Option
SCALE: I/4"-V-O` TO BE FRAMED 51MILAP TO TN05E -9CALE: 1/4'-1'-0°
SHOWN HERE FOR ENDWALL5 =PS-5.111110.2701101111
2-1/2'x 1/2'CORRUGATED Roof
PANELS FASTENED WITH I CODE REVIEW
TRAW I AT G'O.C. ProresxionatServicet�dustries
1746 33rd Street
Orlando,Florida 32838
Plan Reviewer.William
ICC 95 85040
FL SMI-79,S
6-01 max. :33d-20ga.METAL BRACING, LA OU804US MP.51
ATTACH EACH END TO STUDS
&i"MeTAL BRACE AT 3'-0` (2)#10 SELF DRILL //-3Yi'METAL BRACE AT 3'-0'
ABOVE FINISHED FLOOR, 2
JNG GRABBER
5CREW5..(1)INTO EACH FLANGE N ABOVE FINISHED FLOOR Haney Associates,Inc
ATTACH TO EACH STUD -7 ATTACH TO EACH STUD CertificatcofAuthorizat.0
[NOTE THAT THIS BRACING 15 1 No,27124
wl(2)#16 5ELr.DRILLING P, W1(2)#10 SELF DRILUNG
GRABBER SCREWS,(J) REQUIRED ON SIDE WALLS AS WELL
GRABBER SCREWS,(1)
INTO EACH FLANGE (80TH OF EACH CORNER)] INTO EACH FLANGE
N NOTE THAT THIS BRACING
15 REQUIRED ON SIDE
SEE 51.2 FOR 5rJD AND FLOOR WALLS AS WELL(BOTH 558
VARIES,G'-O'to 131-51, FRAMING VARIES:G'-O'to 13'-8' SIDES Of EACH CORNER) z
End Wall Framing Option '7�TE OF
End Wall rrarninq Option
SCALE: 1/4"=1'-0' SCALE: I/4'=1'-0'
These plans were-d—esignedin ocTo—rd—amewtK-.--
Ha,, Y ASSOCIateS i[,iC. 2014 FK 5h Edition Single Wide Metal Master Plan Designed By. Project No, Sheet Number:
O.R.H. 12EN224
2011 NEC Lark Builders
Engineering Se Construction Planning 2014 Florida Fire Prevention Code S 1 .6
P.O.0,1348.Sh M,S.C.29682-Ph—,11644415.760(1 For Wind Speed 160 mph,Exposure C 409 Dixon Street Chocked By: Date:
Vidalia,GA 30474 C.L.A. 04/09/12
7 of?
RE_CE_lV7D �iil, ,;7 RLE COPY
TIE-oowN NOTES TABLE 2A - 165D/170C TABLE 28 - 140C
1.ANC YOR SPACING IS DESIGNED AS PER ASCE-7.
2.ALL EASUREMENTS ARE CENTER-IO-CENTER. 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
3.TIE-DOWN STRAPS TO BE I-1•.0.035-CALVAN2ED STEEL,FEDERAL SHED WIDTH -IMUM ANCHOR SHED WIDTH IMUM ANCHOR
SPECIFICAIROWS 00S-791-H, PE-1,FwISH-B,GRACE-1. TIE-DOWN SPACING SPACING
STRAPS AND.CONNECTING WARORRARE TO HAVE 1.725 W.MINIMUM TN-Dvxx XT 1f CODE INFORMATION
uuuATE WACIP!(3,15°LB..15). n)...s,P 1x ax e•nmE OR LEss. d1. �� UP TO 16'-OS 10'-0' UP TO 16'-O" 10'-Q' CODE YCRsroN
4.ALL
EARTH ANCHORSBHALL HAVE A MINIMUM 4.300 LB.CAPACITY. (SEE MOLES) ()Le OR(I)1.0 P.T.STP/x SXIOS VV7 �C x.xxFACTuxm
S.
EARTH-DRS LOCATED AT EACH CORNER,MAXIMUM 16'FROM END [.T(-m BR W GROUNO). _
(9 MINIMUM PER BNLDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING IE-oanx STRAP eoL¢o to TPE �f 16'-1"TO 20'-0" B'-0' 16'-1'TO 24'-0 e'-0' Acuar
ON SHED NIDTX,WIND SPEED,AND EXPOSURE. ANCHORS NOT NEEDED O-111 WIN 1/2-GRADE 5 I.'OR AxCMOR TYPE 2 p _ BWNNG ME
ON ENDS. BOLI MIN.U.^rtH^/SHELF' FOR ROCK/CORAL '°;Dq 4[u°" 0'-1"To za'-o' 6'-D TABLE 1 A - 1 20C ro�TRYCNON TYPE
5.CONCRETE ANCHORS TO BE SPACED AS PER TABLE IAB,C DOPENDIIdC�tJ�f- -
SHEO WID1H.WIND SPEED.AND EXPOSURE /2 -11GG LB.)COxcxETE DD - ANCHORING TO CONCRETE RRE PRD1-K.
7.CONCRETE ANCHORS TO NAVE A MINIMUM OF e•COVER(DISTANCE FROM NroGE AMHOR .u-MWxEI DD_ TABLE 2C 120C
ANCXOR TO EDGE OF CONCRETE). (TTP[31 TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR RPE SUPPRESSION SYSTEM
CONCRETE ANCHOR SPACING O[CwArm
B.MINIMUM SOIL BEARING ONCRE E S 2.ORS PSF BE U IX[XPANSmN BOLT SHED WIDTH MAXIMUM ANCHOR
9.EApTX ANCHORS ANO CONCRETE ANCHORS MAY BE USED IN CDNIUNCTION H<xRE SPACING 24'-O" 6'-0vwMLL xuueCR a sYwlEs
MCNPROVOROTYTNAT THE SAME MA%INUY SPACING 6 FOLLOWED FOO EACH `O TYPICAL ANCHOR TYPESa•-TANG svLEo ..-lm7wnev0a,.
UP TO 24'-0" 10-0' 20'-0" 7'--0" EAPOsugE
' - ENCLOSURE FitLeafD
PRESMAIE mumw
14'-0" B'-0 IlwomANCE rMtoR
GF ouo LDM
WE-DOWN WRAP.1._u R 12'-0" 9'-6' ROOF LVE Lao
TE-DOWN STRAP BMTEO IroTM MOR LOST MINX 1/]-GRME 9 (1)1.1 STP 12 ON e'TME OR 165. (11 1X1 SIP Ix ON 0'nmE OR LESS. TOOR OWI
e mm p/2-cR.o[s Ball uwgwu wrtn wAsnws (ui 2.B OR IT)..e P.r.sYP/2 s.os (2)x•e aP(11.•e P.r.sP fx sXms
LT TRI wASHfxs MSE(aN BE sR ax cgauxo). Ou ELSE(cw BE sR ax cRaU.ro). 10'-0" IU-6' ftavR Lra LaM
TIE-DOWN STRAP I BOLTCD i0 TYPE
wI°TH°W(e)Is.o-NALms 8•_0•• 12•-0• '^-RATU.ar n.us.MGq.poor wA
n/r.r l N LR)coxcRUE 3 eoA•cil�''iwonMvu wrtH wAsnurs MaauLEs PER ITnmxN
FOGE AN[MR nRH wASHTR gPGxE PROTECTION UYO[ '
S/e-.00•FORTH Axcnax: 6'-0" 12'-0'
/x- q 1B.)caxcRw E Au rR STIE.R s0L/cur.
' nCOG[ wfM -OTPE CL OXNE STM[FOR ROm/CORAL TABLE 1B - 140C sva.RE raw SME
. coxcRRE ANCNALHORING TO CONCRETE REWSIONS �n
1 COxcxR[ °oxc c awc UpPApj sPKm' SHED WIDTH MAXIMUM ANCHOR REV DESCRIPTON GATE BY
AT e 0 MAR. SPACING
24.-0" 4'-0'
20'-0" 5-T
ITE--STRAP DO-THRY 16'-0" 5'-67
FLOOR MIST.1.1/2'GAME S (1)1•A RP 12 OR B'wm[OR LESS. MTB
('7 A•1 STP/ 0R a nm[OR LEss. eoLT MIMnux WInA nASH[Rs r(ui vR 0q(II 1.e P sYP 1]SA
I-RTLE PNIF(NAIYPALIT l�1 i•I OR() . t.RP 12 SUOE ELMI-BE SR Cx.ROLNvI IC
ttSE(_BE SR ON ceoux0.
n C•ANCHOR nLB.)2CO�KRCEp OUTABLC w000 OR P.i.) TIE-DOWN WRAP T ) 12'-O" 7'-o ne B 11
asH I-NOTES) NIA
S/e•.SO'WON AxcnvR
R[NOLs-E.STYLE 10'-0" B'-6'
I/x-V-(100 LS.J mxCRR[ roR.SOL/CAT.DONE SttIC LARK BUILDERS,INC.
--4 1-�---- n[oeE AexNOR RR'
W 2'nASxEP !aR Roc'/c-
gOgRE
coNC m 6'-0" 12'-0
1'c01 ZE
TABLE 1C-165D/-1 75C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
(1)1.R"(1141.1 e'WIDE OR LESS TIC-DOWNSTRAP 24'-D" 3'-fi'
TE-ORT. StaP BOLTED TO ()2•e OR (SCE NOTES) (1)111 SIP/x Ox B'w10E OR 1t35.
GROULD ANCNOR WNH 1/2' ) e P.I.SYP 12 SXNS (µL].1 OR(I)11 P,l,OE 2- 1
ELSE(cw sE SR ox GROUND). / 20'-0" a'-0'
2.1 SOLE..E(NARROA GRADE a BOLI MNMUM R'. ELSC([A 1 BE sR ON GROUND). \\ //
w[DGE ANCHOR TI 2-W SHEn owuDLE nom OR P.T.) -I-.ALSO c_wU.Us AND TE-Dow slap BOLTED to
-11 i0 GROUND AUCHVR GROUND ANCHOR XnH 1/2•GRADE 16'-0" 5'-0' Z \ 'c�.••
T� ________ =�4" o ax aPPOsnE voE s eaLr MIxIwM N.nASnERs g `��.�� ``GENSF •"<�����
SLB".b'FORTX AN[IR)R: SeT K 3a•E.RTX ANCHOR: 14'-0" 5'-fi' ` Q/• 1 't•�
MER STYLE FOR SG`CUT. AU ER STIE!OR SOLL/[IAT, i
RNE sTT1E FOR Roca/ORAL oRNE STMT FOR Rorw/CORAL ' 12•_0'• 7'-0' F:
GRIO[ouULCIC rOUNalION • • Z _
rvCRCI[ OPLIONAL SYPPORI PM(PT.W000. B'-0
ONCRRC BACK OR PAD)SPMED 2
wt e'-o•wX. OSTATE OF i•4/
TIE-DOWN DETAILS '
6'-0" 12•-0, U i�•••._FI0 R10:
.
Q
Of 11111111%11\\\`�
bi MGllhew T.BGmnin P.E.
~ FlOritlO license fi4fi0B
(f
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