HomeMy WebLinkAboutProduct Approval �71 01711QZ1012 I i`.}
�C' f :;: Haney Associates, Inc.
� ToBulldOrl 1 Engineering&Construction Planning
EngIncedniJ•Consuftrng•11`stIng I
ly' F.L.Certificate of Authorization No.27124
June 25,2015
P.O.BOX 348•SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300
Mr.Jim Richmond EMAIL:haneyassociatesnbellsoutlt.net
Florida Department of Business and Professional Regulation
Manufactured Building Program Orrick R.Hancy,P.E.
1940 North Monroe Street President
Suite 90A
Tallahassee,Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed Date: June 10,2015
Manufacturer: Lark Builders
Plan Number: MLBE-14 Florida Manufactured Building Program 2014 Code Update
Dear Mr.Richmond, Attention:
Pursuant to the requirements of the Florida Department of Business and Professional William E.Neary.III
Regulations,the above referenced documents have been reviewed for compliance with: Professional Services Industries,Inc.(PSI)
1748 33rd Street
2014 FBC,51h Edition Orlando,FL 32831)
2011 NEC
2014 Florida Fire Prevention Code Project: LARK BUILDERS MASTER DESIGNS
These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC)
v f, Client Name: Lark Builders Inc.—409 Dixon Street-Vidalia.GA 30474
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI. Assc!gncnt:
The plans on file with the state previously approved by the Florida Manufactured Building
All mandatory comments have been satisfied and plans are approved for construction by a Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014
modular building manufacturer that is currently approved by the Department of Business 5"Edition.
and Professional Regulations.
If you have any'questions or require my assistance in any way.please do not hesitate to Lark Builders.Inc.have the following designs on file:
contact me.
• 140 mph-Standard and Vaulted Wood Shed Master
• 160 mph Exp.D-Lapsider Box Eave Wood Shed Master
Respectfully s milted, • 160 mph Exp.D-Vaulted Ceiling Wood Shed Master
• 160 mph-Double Wide Wood Shed Master
�� �/. • 160 mph—Metal Double Wide Shed Master
• 160 mph—Metal Lapsider Box Eave Shed Master
William E.Neary,Ili • 165D/175C—Metal Lapsider Box Eave Shed Master
Department Manager
Modular Facilities Division
Copy to:Ms.Berri Howard,Lark Builders berriZIarkbuilders.com hanevassnciates.mhellsouth.ttet
ISEN224 Page 1 of'_
Professional Service Industries.Inc.•1748 33"Street•Orlando.FL 32839•Phone 4071304-5560•Fax 4071304-5561
FL Engineering Business 3684
PSI APPROVAL 2015-05-24
160 mph - Metal Lapsider Box Save Shed Master Plan � �_�pPro�ist�p5 rv�;
GENERAL NOTES: Lark Builders DESIGN PARAMETERS: (HIP-GABLEROOF)
iWNO DESIGN PER A5CiE 7-10,5E15MIC DF51GN PER A15C 341-051
I. T1115 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
0C BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 403 Dixon Street 1. VAND VELOCITY:
LOAD114G DESIGNED IN ACCORDANCE VATM THE A5CIf-7-10. 2. VAND IMPORTANCE FACTOR: 1.0
2. ALL MATERIALS AND LA50P SHALL BE IN ACCORDP,14CE ATT
ITH TME' 3. VAND EXP05URE: C
ABOVE CODE AND OTHER APPLICABLE LOCAL CODE5 AT THE Vidalia, GA 30474 4. WT.PRESSURECOEFFICIENT: 0,15:t
TIME Of MANUFACTURE. 5. ENCLOSURE CLASSIFICATION:ENCLOSED
3. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
"M Orion
NE#I)z F 1"f,ToB0,
DIME%151014� -ROOF LOAD(70 +21.4/-43.8 P5
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2)r +21.41-61.7 P5F
BUT MEMBER SPACING SMALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/-97.4 PEP I CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SMALL BE AS FOLLOWS: S1.0 Cover-General&Design Notes -WALL LOAD(ZONE#4): +45.51-49.5 PSF I Professional Service Ind-tri..
FLOOR JOISTS- 2x4 5.Y.P.#2-02-15%MOISTURE CONTENT) _$1.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5P +46,3/-58.5 P5F 1748 33rd S�er
-WALL LOAD(ZONE#44#5): +45.91-54.2 P5F Orlando,Florida 3283.9
Plan I
2x6 5.Y.P12-02-15T.MOISTURE CONTENT) S1.2 g Skids&Floor FraminPlan [cc#5iss-,.WHIm.E.Ny,III
40
2xE,5.Y.P.#24 12.15%MOISTURE CONTF_NT) 7. FLOOR DESIGN LIVE LOAD: 125 PSP LA 01.10040'
G. ALL OF THE FOLLOWING LUMBER SMALL BE PRE 55U?X TREATED: S1.31 Skid and Floor Framing Detal 8. FLOOR DF51GH DEAD LOAD: 12 PEP FLSMI-79,6SIVIP-51
SKIDS,FLOOR JOISTS AND 3/4'T44G FLOOR SHEATHING S1.4! Roof Framing&Schedule 5. ROOF DE51GN LIVE LOAD: 20 P51'
7. TFU55 DESIGNED TO SUPPORT D.L.+L.L.-30 P.5.F. 10. ROOF DESIGN DEAD LOAD: 5EUr WEIGHT
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND me Section Details It. WALL OF51GN LOAD: 8 P5F
SUBJECT TO LOCAL JURISDICTION APPROVAL. S1.61 End Wall Frame Options 2. COMBINATION LOADS: AS PER A5CE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY VATH 32.000 P51 MINIMUM - SEISMIC USE GROUP: 5
YIELD STRENGTH. 4. BUfING CATEGORY-
1
10. ROOF SLOPE SMALL BE 3:12 WHEN SHINGLES ARE APPLIED SEE FBC :5. BULLRING OCCUPANCY. STORAGE-NON HABITABLE
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR;�ETZ GENERAL NOTE-9 CONTINUED: IG. CONSTRUCTION TYPE: V B
ROOFS SMALL MEET MANUFACTURERS RECOMMENDATIONS. 17. ALLOWABLE FLOORS: T_
It. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4'.I I/I6'ALUMINUM EXTRUDED 15. EXTERIOR WALL FIRE RATING: 0
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WTH AN ALUMINUM PANEL INSERT-ALUMINUM TRIM. 19. DESIGN OVERHANG: &INCH
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEET5 INTERNATIONAL BUILDING CODE 2009 4 FLORIDA
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE
1507.2.6 Or THE F.B.C.2010 GARAGE DOORS.GO*x 72'ALUMINUM DOOR,32' AND 21�THE CONTPACTOR(MANUrACTURER.MUST COMPLY WITH THE
13� ANCHORS SMALL MEET THE PEGUIPCMENTS,Of ALL APPLICABLE 48'SINGLE DOORS.AND M HUNG STEEL DOORS.TYPE, •
FOLLOVANG CODES:
-1. LOCAL CODES AND TH15 15 NOT A FOUNDATION DESIGN. 51ZE,QUANTITY,AND LOCATION MAY VARY. 2014 F9C,511 Edition
14. BUILDING 15 CLA551FIED AS TYPE"S' (STORAGE) 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
15. ALUMINUM WINVOW5-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 SMALL 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 FEC ENERGY No.27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY CODE INACCORDANCE VATM 101.5.2
ORDER FOR THESE DESIGN DFAVANG5 TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
FIELD PERFORMANCE CONDITIONS. 400_-,qJt.)MUST HAVE ATLEAST(1)32SK80'(MIND DOOR. 51TE IN5TALLED ITFM5: R. /y,
18. THESE 5TRUCTURE5 SHALL NOT BE USED FOR COMBUSTIBLE OR 25.ROOF FRAMING AND WALL FRAMING TO BE 3Y�e METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. �-N.............
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.C. IEN
2. RAMPS.STAIRS AND GENERAL ACCE55 TO THE BUILDING.
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3, ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE I
10. 58
ALUMINUM,MASA ALUMINUM,4'LAP ALUMINUM,SIV P.T,T I-I I BUILDING.
4. ROOF DRAINAGE SMALL COMPLY WTh F.B.C. 1503 AND 1-11
SIDING,VINYL 51DING%MTH ENERGY BRACE BACKER,HARD(BOARD.
STEEL SIDING AND'?1ZKO*STUCCO ON 5/8'DENSE GLA55 GOLD 8315.6
�r,. STAT F
AND POLYCARBONATE GREENHOUSE PANELS NOTE;THIS L15T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK * ?.
21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRE55 SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE 0 R%
MTHOUT THE USE Of A KEY. INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL I"'S'/OVAL.
JURISDICTION APPROVAL. lzrlttttt`�
rTIF i.-PI� ZE�e_deli in accordance wth: 'gh-cei Number:
Single Wide Metal Master Plan
Designed By: Prqjw No.
2014 FOC,511 Edition O.R.H. 17.EN224
Han Associn 1 2011 N ates. I EC
Lark Builders
Engineering&Construction Planning 12014 Florida Fire Prevention Code . I S1 .0
i 409 Dixon Street I CbtckdBy.- Date:
r.O.5-349,St.$14,SC 296u-Ph164�6-1600 For Wind Speed 160 mph,Exposure C
Vidalia,GA 30474 CI-A. 04M/12
a
PSI APPROVAL 2015-05-24
ELECTRICAL NOTE5: i Approval Stwnps_J'
WHEN AIR CONDITIONING 15 INSTALLED IN TH15 BUILDING,IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKFf�51ZE5 FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE '
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR UGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 32'MIN.,HEIGHT
MAX.WIDTH
AND QUANTITY MAY VARY 24' LO ATI HEIGHT DOOR,
DISTRIBUTION PANEL. '��\. I I
4. EQUIPMENT GROUND BAR IN MAIN 015TRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5'MAX. MAXL • L LOCATION MAY VARY.
GROUNDED TO MINIMUM. I O'-O'COPPER CLAD EARTH DRIVEN ROD \��
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL- __ __ _
5. ALL CONDUIT TERMINATIONS OF I'OR LARGER ARE TO HAVE PL/STIC _ -
INSULATED BUSHINGS. �c• Jnfommlion i
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ! I 9t'a'METAL STUDS a�—a-TrBurLlOn
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATESTSPACED AT 24' CODE REVIEW
EDITION5. O.C.MAX. Pmfesslonel Service Indusuies
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE ir) -\—P.T.3/4'T4G i 174873rd Sonnet 1
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH $ FLOOR SHEATHING 1 orl-do,Florida 37839
1 SEE VARIOUS END i Plan Re%ie—William E.Neaq.III
WITH A MARKED"OFF'P05MON THAT 15 PART OF THE HVAC i SEE VARIOUS END WALL ICC 05105040
I
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS b I I WALL FRAMING FRAMING 5ECTION5 FOR LA xuaoaos 1
ONLY WE OTHER D15CONNECTING MEANS ARE AL50 PROVIDED BY ip AND5fCWIND FOR WALL
HERWALL AND DOOR FRAMING.I FL SMI-79,SMP41 1
A READILY ACCE551BLE CIRCUIT BREAKER. AND WNDOW FRAMING. I I
U1
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5 ; —
BEING IN COMPLIANCE WITH 5EC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING ,I 1
(INCLUDING ALL DI5CONNECT5,OVER CURRENT DEVICES,PANELS,
GROUNDING,ETC.)15 DE5(GNED BY OTHERS,SITE INSTALLED, --
SUBJECT TO LOCAL JURISDICTION APPROVAL. IJ X,
10. ALL WIRE5 TO 5WITCHE5 AND OUTLET5 TO BE d 12 AWG THHN AND OPTIONAL ELECTRIC TO-' WP 't, ' 32-MIN.,GO'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD f BY 0$ HEIGHT DOOR
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH M5TING POWER
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT
50'-0'MAXIMUM BUILDING LENGTH --{
Electrical Symbol Key Haney Associates.Inc. 1
Certificate of Authorization
GFCI Duplex Receptacle 120V 10 NOTES: JL No.27124—�
__ •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
i— J`11Iiullrr,r
Incandescent Light w/(1)-60w Bulb
Typical floor Plan K R. H
C Junction Box SCE:1/4'=I'-o' I G�c N
AL
$ Switch No.
_ 1
WP ( Weatherproof srnrE
� CC•�:c<ORIOP'•'�j�2:
$R Switch w/Receptacle Outlet 120v 10SS .
70NAL1w.�•
These plans were designed in accordance with: I ! I 9-h eT Number: —�
i P 9 1 I Single Wide Metal Master Plan Designed By: Project No. i
2014 FRC,511 Edition I t 1
Jy Haney Associates, Inc. I I zon NEc Lark Builders i O.R.H. 12EN224 I
' "��,i, Engineering&Construction Planning 1 I1 I
1 I
_ 2014 Florida Fire Prevention Code 1 'I 409 Dixon Street '' I ( ■
t-o.8o:9a9,�nu.,S.C.""I-abaae:8ta-srs.7wo I I Checked By: Date: 1 1 I
1 1 For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 I �-C.L.A. 04/09p2 i
-- --— ---- — — -- — — ----� ------
. 2 of 7
-
,
PSI APPROVAL 2O15-05-24
PSI APPROVAL 2015-05-24
� 'Approval Stamps: I
3V-20ga.METAL WALL STUDS
SEE PLAN VIEW FOR SPACING 1
SKIDS MAY BE P.T.-4xG 5.Y.P.
SEE FRAMING SCHEDULE
FOR JOIST 512E OR(2)-P.T.-2x6 S.Y.P.C2 3z°-20 9 a.METAL SOLE PLATE,
#2
CONTINOU5 W/511 G"x4'LAG5
ATTACH EACH STUD 70 SOLE ( AT I G'O.C.,Max.
LATE WITH( )61 O SELF
DRILLING GRABBER 1 1 1
't ,( 2 .T.3/4'T4G FLOOR
r:} SCREWS I SHEATHING
P
(1)INTO EACH FLANGE.
—Ni
5ENCO K28(OR EQUAU OTCH SKIDS IY2k 14- '
NAILS AT 1 2°O.C.,80115 FOR EACH FLOOR JOI5T V;-2 SHALL BE 1.5'FROM EDGE,STAGGER ROWS 6'FOR F(2)-P.T.-5.Y.F:2xG's SKIDS, 1x BLOCKING BETWEEN START PATTERN WITHIN 6° KIDS•FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN JOIST W/(3)-O.I2O'x3' I
SKIDS,FASTEN W/ '----""- PIgILS A7 12'O.C.EP.CH
(2)-O.120'x3'NA1L5 AT SIDE,STAGGERED. I j
�� 12'O.C.,STAGGERED. ^
1`7 \5KIDfFLOOR FRAMING DETAIL 2"\ JOIST FRAMING DETAIL I J�d..oy) muuion
1. sw:ya=ra suc:I.s-ry j LPoJ
�i TnBui)dOn
CODE REVIEW
Prof..lonal S.11..Industries
1748 33rd Street
1 Orlando,Florida 31839
SKIDS MAY BER
PT4GSYPj Plan Revinver.William E Neary,al
tcc t 5
1
95
0
40
B2 O :LA 0000406
• FL SMI-79.SMPSt i
y I
JA;• 2'LAP SPLICE FASTENED I
W/(6)-5/I G"x4'3)-5P.T.-4x6 S.Y.P. (OUTER FACE),(3)-5116'x42 LAGS(INNER FACE) (9)LAG H JOIST TO SKID WITH _
5/1 G"x4'LAG SCREW OR(2) I Haney Associates,Inc.
51MP50N H-3(OR EQUAL)AT Certificate of Authorization
EACH END OF JOIST,SEE ( i No.27124
3k6'SPUGE PLATE ON 3 0l - I
FRAMING SCHEDULE FOR SIZE. "' 4 SIDES OF JOINT,FASTEN i
S.Y.P..#2 SKIDS K28(OF,EQUAL)NAILSCO �x� R•1/jj/jig
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 G"x4' j AGK.......h
LAG SCREWS[OR(4)-0.13 1x4'GUN NAILS)AND A EACH SIDE. �Q-:�-C �
51MP50N H-3[OR EQUAL]AT EACH END OF JOIST. I O: d t7
No. 6 J8
/�TYPICAL SKID TO •U
f�JOI5T CONNECTION DETAIL 4 TYP CAL SKID SPLICING DETAIL I��C; STATE OF i
�OR10?;.•�y�
These plans were designed inaccordance with: Single Wide Metal Master Plan 1 iDesignedBy: P7ojeaN0. i I Sheet Number.
T 2014 F9C,511 Edition f j
`= Bane Associates Inc. I O.R.H. 12EN224
Y I toll NEC Lark Builders 1
yT'_ Engineering&Construction Planning I 2014 Florida Fire Prevention Code 409 Dixon Street ■ ■
P.o.oo:aea,sr:�lae,s.curaz-Pnoece5�-usxoa I I For eed160m h,Ex osureC Checked By: Date;
-- --_ — ; P P P Vidalia,GA 30474 c•�•A• 04/09n2
-- _ — --__-_—_ 4 of 7
PSI APPROVAL 2015-05-24
Approval.Stamps_�
ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTES: --- -- –
Wall Framing at 24"o.C.6 Max. •ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND 5TRAPPING, i
•ROOF DRAINAGE 511ALL COMPLY WITH F.B.C.2010 1503 AND R3I5.G
•FASTENERS WILL MEET THE MINIMUM REGUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1
Width; Rafter and Brace Size and Spacing: AND TABLE 2304.9.1 UNLESS OTHERvn5E SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION'TURNAROUND'OR VAULTED'STYLE WITH A MAXIMUM GABLE END OF 30.0"AND 51DE i
6'4" ASIS SSMA S 3505162-43 @ 24"O.C.Max. WALLS THAT VARY G-O'TO 1 3'-8'OR THE LONG DIRECTION'STANDARD"WITH GABLE ENDS THAT VARY G-O"TO 13'-8'WITH A
g'-p" : ASIS SSMA S 350S162 43 @ 24"O.C.Max. MAXIMUM SIDE WALL LENGTH OF 50-0".
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10-1 Gx I TEICS PANHEAD SCREWS WITH 93 DRILL POINT
10'-0" ASIS SSMA S 35OS162-43 @ 24"O.C.Max. AT G'O.C. I
i
11'-0"i ASIS SSMA S 3505162-43 @ 24"O.C.Max.
ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
13'-0"j ASIS SSMA S 3505162-43 @ 24"O.C.Max. I i
13'-8" ASIS SSMA S 3505162-43 @ 24"O.C.Max. j
i
i
' I
p�s�i Iafomlalfon I .
- -— -- :1/'�a�ToBuiGf On
l
— ---—=— ---- --- —— __— _— -- i CODE REVIEW !
Professional Selke Industries
1768 33rd Street
Standard Ridge ;Odando,Florida 77939
3Vz•-20ga.METAL RAFTERS Plan
a 71930x0 William E.Neary,111
Q ; —� AND BRACING,SPACED AT ;LAwooaas
' 24'O.C.,MAX,UNE UP '�FL SMI-79,SMP51
--— _- ---_ d -- _— RAFTERS TO LAND ON WALL --�
STUDS FOR LOAD TRANSFERi
> 'u Haney Associates,Inc.
i�
—i> - -- --
CertificateNo.27124
271 4
R. yq.,�
L 50'-O"MAXIMUM BUILDING LENGTH-30'-O°MAX.FOR VAULTED ROOF 4\G ' '••��'�
O: 04/6.95//5 '•. L
N. 64 8 _
Typical Roof Framinci Plan — STATE 0
SCALE: 1/4'=1'-O' i (<`'• /OR1V,. '0��
., ONAL
'I1nntlr
These plans were designed in accordance with: 1 Sheet Number. i
r 2014 FBC,511 Edition I Single Wide Metal Master Plan Designed By: Project
'�--� ' � � I O.R.H. 72bN27d• ,!
j Raney Associates Inc. i Lark Builders
— 7 '2011 NEC I 1 1 /�
Engineering 8c Construction Planning i 12014 Florida Fire Prevention Code ! i i - ■°�'
P.O.Box]18,Si.M9S S.C.296M-M-8614167600 1 i � 409 Dixon Street ; � , ,
For Wind Speed 160 mph,Exposure C Chocked By: Dace:
__� p p p i Vidalia,GA 30474 \/i C.L.A. 04109I12 I ! 5 of 7 I
PSI APPROVAL 2015-05-24
Approval&s:
I
ATTACH ROOF FRAMING TO f
TOP PLATE OF WALL FRAMING I
--, WITH BUILDS( 10-1 Gx I TEr5 I
' PANHEAD SCREW`WITH d3 I !
DRILL POINT AT G°O.C. '
I
SEE ROOF FRAMING
5CHEDUIF FOR RAFTER AND i I
BRACING SIZES AND SPACING
I I
i
2 112'x 1/2'CORRUGATED 3✓z'-20�.METAL COLLAR TIE,4'-0" -V'e'-20ga.METAL STUDS 1
ROOF PANELS FASTENED i
LONG,ATTACH W/ (2)X 10 SELF SPACED AT 24'O.C.MAX.
W.TH I/4'-14 x 314'HWti DRILLING GRABBER SCREWS EACH SIDE
TRAXX/I AT G'O.C. I
SEE ROOF FRAMING %'-20ga.METAL STUDS I OVERHANG OPTION DETAIL '
t SCHEDULE FOR RAFTERS
SPACED AT 2q'O.C.MAX. I• �'t'314-1O- I
3z'-20ga.METAL BRACE AT i I
z O SEE ROOF FRAMING 3'-0'ABOVE FINISHED FLOOR,
N p I SCHEDULE FOR FA5TENING ATTACH TO EACH STUD W/(2)
#10 SELF DRILLING GRABBER I
r` REQUIREMENTS SCREWS.(1)INTO EACH FLANGE H�ca lnformnliors i
lP°J°ToBuikl On
ATTACH ROOF FRAMING TO ��•�.•�.
5EE 51.2 FOR SKID —2 1/2'x 1/2' CORRUGATED TOP PLATE OF WALL FRAMING
AND FLOOR FRAMING PANELS(FASTENED Wl HB x WITH BUILDEX 10-1 Gx I TEK5 CODE REVIEW If
Professional Service Industries
I&WOOD 5CREW AT G' PANHEAD 5CREW5 WITH d3 �1748 331t Street
O.C.(OR EQUAL) DRILL POINT AT G'O.G. Orlando,Florida 32839
Plan Reviewer.Wiltan,E.Neary,III
ICG/5185060
VARIES,G'-O"to 13'-b' = waue9ao5
!FL SMI-79,SMPd1
Typical Frame Section �— -
SEE ROOF FRAMING ' '� Haney Associates,Inc
SCALE: I/4'=I'-O' SCHEDULE FOR RAFTER AND i Certificate of Authorization
' ` No.27124
BRACING 51ZE5 AND SPACING -- .�
GK R. h
aIZ'-20ga.METAL STUDS I Q.�........... :9iy
SPACED AT 24'O.C.MAX. OQ';• �.tOzF•••,tt` j
I_ No. 558
2 OVERHANG OPTION DETAIL 'S STATE OF I
I. sr�tt:y4•-I I :�`�•;F10RIOp;.�G\=� I
ZONAL
I 'rr!rnll't1
j These plans were designed in accordance with: i Sheet Number:
h
j Single Wide Metal Master Plan i IDesiymedBy. Pm;euNa. I
- -- i 2014 FBC,5"Edition
Haney Associates, Inc. ! ; toll NEc Lark Builders i I O.R H. 12EN27A
Engineering&Construction Planning + ' 1 S1 .5
g g g , L 2014 Florida Fire Prevention Code j 409 Dixon Street I I Checked By: Date: I
PA Bax N9,51c SLY,S.C.196a2•Phooe:86Jfi147600 For Wind Speed 160 mph,ExposureC !
Vidalia,GA 30474 _ ! I CLA- 04ro9/12 �— —6 of I.
PSI APPROVAL 2015-05-24
Approval Stamps:
2-112'x 1/2•CORRUGATED ROOF
PANELS FASTENED WITH 1/4'-14 x
314°HWH TRAWI AT G'O.C. I
I
i
209a.METAL BRACING,
3�z METAL BRACE AT 3'-0' ; ATTACH EACH END TO STUDS W/ I
{ (2)A I 0 SELF DRILLING GRABBER ! I m METAL BRACE AT 3'-O' �
ABOVE FINISHED FLOOR, SCREWS,(1)INTO EACH FLANGE I i ABOVE FINISHED FLOOR
ATTACH TO EACH STUD ! ATTACH TO EACH STUD
W/(2)11110 SEIf DRILLING )' [NOTE THAT THIS BRACING 15 !
GRABBER 5CREW5,(1) REQUIRED ON SIDE WALLS AS WELL W/(2)A 10 SELF DfL'WNG -
i GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] I INTO EACH FLANGE
I
I I
SEE 51.2 FOR 5rJD AND FLOOR t
VARIES,6'-0°to 13'-8° FRAMING VARIES,6'-0'to 13'-8°
End Wall Framing Option End Wall Framing Option
SCALE: I/4°=I'-0° WALL OPENING FOR SIDE WALLS ARE SCALE: I/4'=I'-0°
TO BE FRAMED SIMILAR TO TH05E
SHOWN HERE FOR ENOWA'I5
�■ Infomtn7ion
2-I/2'x 1/2°CORRUGATED ROOF ; . To Build On
PANELS FASTENED WITH I/4'-14 x I CODE REVIEW
3/4'HWH TRA)WI AT 6'O.C. i Professional Servicelndustries r
7719 J7rd Street i
i Orlando,Florida 72879
Plan Ravi-Wiltiam E.Nealy,III
i If ICC C37859a0
4,-0, j 1 I LAouooa96
FL SMI-79,SMP-51 I
3Iz'-20ga.METAL BRACING, I Max• !
ATTACH EACH END TO STUDS W/ —'--�
3�'METAL BRACE AT 3'-O° i x _----_
(2)A10 SELF DRILLING GRABBER 3z•METAL BRACE AT 3'-0• (
ABOVE F11415HED FLOOR I I SCREWS,(1)INTO EACH FLANGE i ABOVE FINISHED FLOOR, ica Associates,zao•
ATTACH TO EACH STUD I O I b ATTACH TO EACH STUD I CertiEca[e of Authorization
W/(2)A 10 SELF DRILLING ! - [NOTE THAT THI5 BRACING 15 I W1(2)A 10 SELF DRILLING No.27124
GRABBER SCREWS,(1) I REQUIRED ON SIDE WALLS AS WELL , GRABBER SCREWS,(1) --
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] ( INTO EACH FLANGE
NOTE THAT THI5 BRACING GK R••yqy'
�I5 REQUIRED ON SIDE ! "e-'A
SEE 51.2 FOR 5YJO AND FLOOR �'`/�� WELL(BOTH I=0' Yg_ .1-
VARIES,6'-O'to 13'-8- FRAMING VARIES,6'-O•to 13'-8' SIDES OF EACH CORNER) �'�
End Wail Framing Option End Wall Framing Option p STATE of SCALE: 1/4'=1'-O' ik K,' R P:_:
SCALE: u4•=r-o FS•.toR1o,.• CX !
70NALI
' _
1 These plans were designetfiri acco—r2ance with:���--"-------------'�i-- J ' Sheet Number:
2014FBC,57fiEdition I Single Wide Metal Master Plan Designed By- Project No.
Dane Associates Inc. 2011 NEC j 01LH. 12EN224
Y , Lark Builders
Engineering&Construction Planning 1 2014 Florida Fire Prevention Code
- I 409 Dixon Street i S1 .6
P.o.no:aaaSantil S.C.z9eaz-rm�a:as+-sts7rno For Wind Speed 160 mph,Exposure C Ch -.d By: Date:I j GA 30474 Vidalia, I CCA• o4M9/12 ]
- ,�_� I 7 of 7 __`
M Fa
y
TABLE 2A — 165D/170C TABLE 2B — 140CTIF-DOWN NOTESi Lai
1.ANCHOR SPACING 19 DESIGNED AS PFA ASCE-7. 0• 30' AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
2.ILL MEASUR ENiS AA!CENTFA-TO-CENTER.
3,nE-DOWN SIN To BE'- x o.0ae'OU.VANIZED SfEE4 FEIERN. SHED WIDTH MAXIMUM ANCHOR SHED WIDTH U ANCHOR
SPE 1ARTI S U0701-H i E-1,FlN2'NL!8 CRADE-1. TE-DOYIN SPACING SPACING CODE FOR TION
5RAP9 AND CONNECTING HIRE ME TO HAVE 4,725 LB.MINIMUMT 11(( Wm[
uInMATE cAPAcrrcs,TeG Le,z).$). n ;4.4 em q oN e'hDE an Less. } UP TO 18'-0" 1o'-D' UP TO 18'-0" 10'-0° VERSION
4.ALL EARTH ANCHOR SHAD.HAVE A INIMUM 4,300 LB.CAPACITY. (s¢NOTICED x x.e rR(i)xe vr,Bm Ix SaOs ]CVLJ, '
5.EARTH ANCHORS LOCATED AT EACH CORNER,kWIMUM ta"FROM END ElB[(GAN BE SET ON OR D), MANUFAMUROW IARC�etaFRA WG
(1 MINIMUM PER FUNDING).AND SPACED AS PER TABLE 2AB,C DEPENDING VE-DOWN STRAP BOLTED TO TYPE TYPE 1 TYPE 2 6'-1"TO 20'-0" 8'-0" 16'-1"TO 24'-0 8'-0° AGDILY
ON SHED WIDTH,WIND SPEED,AND EXPOSURE. ANCHORS NOT NEEDED a INCN012 N1TN t/2'WCaD!a 30'DRIVE ANCHOR BIAIDINO TIDE
ON ENDS, BOLT IN u Waw WAWIgB 30'AUDDI wCNDR
B.CONCR�ETE ANCHORS TO BE SPACED A9 PER TABLE 1AB,C DEPENDING oN FOR
RDCN/WRAL FOR 501yCLAY '-1"TO 24'-0' 8'-0" TBE — 20C PkMRUOWN TrFE V-e
SHED WIUT11,WIND SPEED,AND EXPOSURE. 1/x a (4DO LM4 CONCRER 0 -ANCHORING 0 CO In[PROTECTION NOK
7.CONCRETE ANCHORS TO HAVE A MINIMUM OF 4•COYER(DISTANCE FROM WmOC A'NCJbR I u-C 3) pO• 0 BLE 2C — 20C
ANCHOR TO EDGE OF CONCRETE). (TYPE» X ••' • TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR rnE SUFAII®DON atslW IRIS
a.MINIMUM SOIL BFARMO rAPActn AISN 2,000 PSE(TYP{.�) CONcmpE7E AANYNCNDa U ANCHOR SPACING OCCUPANCY F o Vat
S.PROVIDEDEARTH CTUT�7HEDSUIECM MUMCBPACINO I9 FEPO�SEWD INED FO NFJAUCNCTION 4'CONCRETE WNH IXPAN90p BOLT SHED WIDTH SP TNG 24'-0" 6"-0" ALLOWABI[NUMBER OF STOHTS 1
ANCHOR TYPE TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7-0• EXPOSURE
SURE DiD
DIaOSURE O"aEa
W ENNAL PRISM COORCRNT
14r_Orr 6r-0s GtPORrAWE rADTOR 1.10
ROOF OGD LOAD IW
MOR JDOWI,SHT afIOHP�/DOL0.M'NIN (1)4.4 STP/x ON e''ADE di 1E55. (1)Ia4 S1P x 12'-G" 9'-8" [aaF LA[�D NP!M dmm PONT IDb
WE anE-OJOp1ASN�SWI7IMHP/BODED INaU BOLT MOAMU4 WRN OSHON (2)La OR(7)4aa P.T.SYP�3 elfa9 (x)3a OR(�) P.T Sl9%sm FLOOR DEAD LOAD Ian
FLOBOLT YWIYUM V7RH•BRAD
WASNi78 AFL DOE(CW BE SET ON GROUND). nPrOOAN SFM1N SECII,tW ALL F15L(GW BE SET ON GROUND). 10•-0" 1O•-s" FLOOR UNE LOAD can
nC- SnUP aOLTED TO TYPE ORN(e)100a1A'NYL9 7Y pAINO Of WAIU,KWIC ROOF RIA
a�NIDI 1/Y GRADE 6 6'-G" 12'-0'• WDULEA PER Buum 1
BOLT IN N11N WA91ER3
t//x'.s•((4W La)WNCRETE e/e•.3G•MEWN ARCHOW 6'-0" 12'-0" RURRIOWE PRMMN USAGE No
•.•".:! �'. WEDet wCNdli NRH V-tl�WN� . •. • AWFFI STYLE F'OR SOIL/CIAK • .. NURRRANE 91aT[II UBb[ No
DRhE SiRP FOR GWR WRAL
T BLE 1 B — 40CSOUARE AE� TIF FGrt,aR umar
4'WNde¢ ANCHORING 0 CO REVISIONS
4•WNCRETE aWNAt SUPPOIfT PAD(0.T.WOOD, MAXIMUMANCHOR R DESCRIPTON DATE BY
AATNr-O 40 a vAD)sPAUm SHED WIDTHSPACING
24'-0" N-e
20'-0" 6-w
nE-WWN amw BOLTED TIWU 16'-O" 5'-B"
R.OGR JpSi NDN lyl
I/x•DRAUE e�-T 1 Oaf eYP x ON a•WIDE OR LESS. WEB"
(q sw an/x EVE.
WroE OR Lass, BW NWYN1 WRN WASHERS (2)W OR(�)4ce P.T.SIP 02 WD3
I/rar(fW Ia,)COIICREIE 2a4 GOLE PLATE(NATURALLY 2)ae OR 11 4.e P.1 RTP 1s sam ALL DSE(OW BE SET ON GROUND). 14''-0"
INIPABIL WTOD 011 P.T.) MUCAN BE SET ON GROUND). 5 (1 15
wmGE AMONG WTN x'WAAIFA nE-WWiI SIIIAP e F
_ 14" (SEE Nares) 12x_0" Tri"
a/e•.4O•Erxm ANCHOR N A
Wllx E11E HDIE woER am 10'-0" B'-6' •'
1 x4a'(4W La)CONCRETE FGR SOR/CLAY,ERNE sTrIL INK BUILDERS INC.
4'CaNCRere ANaaT Wlrx Y WATxu FOR I /WNL 81_0"
,•
Z4--CONCRETE CONCRETE
TABLE 1C-165D/175C
A-COW ETE
ANCHORING TO CONCRETE
SHED WIDTH MAXI UM ANCHOR
SPACINO
TIE-DONN smAP WLTED ro (I Oaf eYP 12 ON a'*ME m Um. TIE-WNW srRAv 24'-0" 3'-8"
(2)WOR 1)4aa P.T.SYP Dx Was (Sft NOTES) (1)4a4 eYP 2 ON a•WDE OR LESS.
GROUND WVCFDH YmH 1/a ALL . ( 0(I ) (2)z.e OR(�)s.e P.T.am/2 amoa 20'-0" 4r-0" 1{111111//
//2'aa'(4W la.)Cd(CREIE A4 SOLE PUTS(N4NRALLY cRME a WLT M IMUN NRX ELSE(U BE SET ON OR ND. ALL ELSE(GW BE Sfl ON
nRueIE.WDOD DA P.T.) WASHD6,AISOON OPPOSRE eAAADNNNE uaniJaDO miwl/Sopsx Ac 16'-Orr 5,-0. Z ♦♦�Y�LE,�........8 ///
WmCL ANaaR WRN Y Wu1mI ---------T " AnAwm ro O D ANCLIORq /
e e0tr It uM Wlm wAaFem ♦♦•� •'''� V,10EN8F '• /�/
D e•.sO'EAFRH ANWWD a/e'a 30'EARRI ANCN010 14,_Orr 6'-8" ••��Z
STYIE FOa eqL/GUY, AUGER SME FDR 5dL/CLAY,
��XNAALL ORWE SRTE FOR ROLN/C00.4 • •. A ERNE GME FOR ROCIf/CORAL
y.4 —WNCRETERDFMMWT1mON •• • ••: 12'-G"
��"� A'COVCRLTE OPTIONLL SUPPOIO Pb(P.T.WYWD, 10'_OR 6,-Q•' Z a.
CON'REE faDCIX CLI Pw)�AUm �'
AT e•-v 0 i STATE
—TIE DOWN DElAiLS P- 6'-0" 1z-0• = iia`•.
Of 1111111 1
Nil Match w T.Baldwin P.E.
NFlOHda L)Gaeee#64608
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I.ANCHOR SPACING 19 DESIGNED AS PER ASCE-7. O OO
TIE-DOWN NOTES:
TABLE 2A - 165D/170C TABLE 2B - 140C
2.ALL MFASUR EMS ARE CENTER-TO-CENTER, 0• G 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING .
SHED WIDTH SHED WIDTH
3'SPECAFIG ONS 00578E-11 •RE 1�%N B 6RPDE E7 L' DROWN 1{ SPACING ANCHOR I SPACING ANCHOR CODE FOR TIO
S IWIC AND CO (3,1 O WB. ARE TO HAVE 4.725 LB.MINIMUM nE-DDAN mP4 t 64 eW oN e'WIOe oP tt59, v UP TO 16'-0" 10'-0' UP TO 16'-0" 10'-0"
ULRMATE CMACIIY(3,1NX)LB.■t.e7. ( /� woc vNRRGN
4.ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB.CAPACRY pQ NOTES) 7( Tae oP(i)he P.7.STP/2 egos
S,EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 10•FROM END Au EL &N BE SET ON OR NO). �E'�
(4 MINIMUM PER BUILDING).AND SPACED AS PER TABLE 2.B.0 DEPENDING VE-DOWN pSpmWWT1 NBOLTED TO mE .fYPE 1 TYPE 2 6'-1"TO 2p'-0n 6'-0° 16'-1"TO 24'-0 8'-0' ADM
N ED WIDTH,WIND SPEED,AND CXPOSURL ANCHORS NOT NEEDED a AHCNg11111X t/3',pNDE a 30•DANE/JJONOR BUILDING TYPE
ON ENDS. BOLT N U WOx tlASNO1S 30'wOQt ANCNOfl O'-1"Tp 24'-O' 6r-On
B.CONCIRr ANCHORS TO BE SPACED AS PER TABLE 1AB,C DEPENDING DN fwN ROpt/wIU1 FOR saUCUY TBE 1 - 20C DaEISmUceoN TH'E v-e
SHED WIDTH,WIND SPEED,AND EXPOSURE, t/z"a-•j(4_ao C RM 00 ANCHORING 0 C RRe PRmTErnINN NONE
7.CONCRETE ANCHORS TO NAVE A MINIMUM OF 4°COVER(DISTANCE FROM q'EDOC A,xo;.R vAli 1 BLE 2C - 20C
D• MAXIMUM ANCHOR ERE SUPMM=N ernes W.
ANCHOR m EDGE of CONCRETE). ITTPe A .'••'•: TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH SPACING
S.
MINIMEARTHUM SOIL BEARING CAPACITY AISN 2,000 PSF TYPHORSU.) coNCRETE AHCxoa U ANCHOR
�P�' "
B RWIDEDCTHAT�THEDSAMECMAXIMUMCSPMINO StFOL1DSWE NFpRNJ ON EACH4.CONS NRH EXPALSION BOLT SHED WIDTH SPACING 24'-p" 6'-On ALLOWABLE NUueDi OF STORE t
ANCHOR TYPE TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0^ 20'-0" 7-0" aADSURE e� 1.11 ' '
ERcLOSURE Ommm
INTERIM PRESSURE C007CW
14'-0" 6'-0" WPORTNICE FACTOR I.I.
ROOF DEAD LOAD I—
I"
GOWN WIMP BOLTED THIN 12'-0" 5-6" moor Live LOW
THE STRAP DATED THRU FLOOR JO�Ssrr WNTOnNN TV/z•oMOe a SI h4 W Iz ON e')kmE 011 ISS. ((1 sa4 M IPz 11N e'WIDE OR NESS. WOR IEAD I� "R Imo"
JgSTµOLX �q ear MNiNUM WTTx WASH019 3 z.e oR U)he vr.sry Iz sRIDs (z�zm oR(t)4,e P.r.5rP la sA05 iow
BFLOOOLT YININUN WRH•WASHERS DeE(CAN Be RT ON GROUND). rZoHjN si SECURED ALL ELSefGW BE SET ON GROUND). 10'-0" 10'-Fin FLOOR IM LOADT mvpl
TIE-DOWN SNAP eareD GR TYPE wRN(e)t0D,1A'NYL9 8'-O" 12'-0" W RATING GE WALLS.ru;m ROOF N/A
"'•'"�^^'^" EN S T N W'��e HURPICINE PROIEMON USAGE NO
MODULES PER 0who I
e/e• 3G•EMIN ARCH 6'-0" 12'-0"
COIICPEIE AWED SME iDll e052".
•,•.•;• il, NICFAR WON V-�A •• , DIOVE SIRE FDR RDOT/W R4.AF7.
. NUIIRIFANE 914TF11 USbC MD
. •• ••7 — TABLE 1 B — 40 C SQUARE R'°T'a NS a w5
I•CONCRETEG 0 CO REVISIONS
P CONCRETE OPWNw SUMART PAD(P,T.WOOD,
AT
COONeC�4lM OR PAD) PAGED SHED WIDTH MAXIMUM
SPAANCHOR REV DESCRIPTON DATE BY
24'-0" e-v
20'-0" 5-0°
TIE-DAWN STRAP BOLTED TIRO 16'-D" 5'-6"
FLOOR Jab= 1/1•MADE a (1)4,4 8rP/x ON e•W10e oa IEes.
I 4N SYP h aN e'Wm[a ILSS. BOLT U N9H WASHERS LA2l1L M OR(i)4B P.L SYP 12 SK!"
1/E'.3'(400 ED. CONCIRre 7.4 SONE Pure DUTuauLT 2.5 a(1)T.P.T.STP 12 26 ELS9 eE SET ON GRXND). 14'-0" C-0°
WRIBLe)1'OOD OR P.T.) 03&(CAN BE SET ON GROUND). 8/11/13
WEDGE ANCH WTTN 2•WAsHeR Te-DOWN"RAP T12'-Orr 7,
I NOBS) 40•ELTRI ANCHOR N/A
-_---_:°• S___ .J_ FOR CLAY,o�EDF 10'-0" 6'-0° LARK BUILDERS INC.
WEDO[G•Ai0NCFIM�1Wf11)2• NRxELt FOR Ra1gwpA
�P WNCRETE 8'-0" 12'-0"
4'CONCRETE
4'CONC1KlE
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
,)h4 IRP h ON e'WmE OR IE69, liE-DO'AN SiPM ( 24'-D" 3'-B"
RE-DOWN SPAR BBWoRuryr®TO )35 oA(1)4ae P.T.STP E RGOS (SEE X01®) (U(21 IN STP 1 ON C WIDE OR NESS. 2O'-O" 4'-0" \{ /
7a4 SOLE PUre NANPALLT ORMEN6 BwOLT NEUNUM t E• F39E(EAN ALL ELSE(GN�)4sEr''oiF O�RouNo).L� \ {111T'/
t/Y.s(400 le.)CONCRETE BE SET ON OR ND). ♦♦ C,^1 // /
d.YLIBIl.WOOD 0 P.iJ WASHERS,ALSO CONryyDI D RE-DOWN WRAP BOLTED TO ♦ T: @ /
WEDCE ANCHOR YRTN 2'WA7NT01 ATTACHED To UND ARM Wml 1/r aRNX 18'-0" f)'-0° �\ `�,.n••••'•'••••"..�
- ---- " e eOIT ..]
,...,....' _--"-- RE gw=E
Ix p r.30•EARED AI(OAN A/W.30•DumF ANGFAro ''0 1.10EN8F "'••,O //i
TYLE EDa 5a/cur, woER WnE FDR WCAY, 14_Orr 6' a CL ��rt
DRNE SME FDR IIf)GL/OOML . .. .. ERNE SME 6 ROOF/CORLL
•4 -CONDNu RENroRtto - • •. 12'-0"
CONOQIE idWNDATo
4'CONCR[TD WIAHW.SUPPOS Pb(P.n 6W D, fpr-O" B-0" Z = =
CONCRETE fX➢CN M PID)SP/DED 7V
AT W-v MAc 8'-0' 10'-0' Q S STATE
LTTE=00WN..DETAfLSr =1 %�o°// A\"-. FL 0 R IDP
1
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