HomeMy WebLinkAboutEngineering rS ti r J,
FLA Mardacruted Bing Prolim
s 1940 NaWMwne fteet
]t 1 ! Suite 90A
C:r 'SSf 1al T&hassee,Florida 32349.0772.
�'t Eji i l Phane�850,487.1824-Fax:13513.414.806
Ken Lawson,Secretary Rick Scott Govemor
August 22,2016 E3 t1 �E I V
Robert Moore
Lark Builders,Inc. FEB 16 2017
P.O.Drawer 629
Vidalia,GA 30475 � PERMITTING
St. Lucie County, FL.
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
indicated ton 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
Small generated by the BCIS(Www.fidrldabullding:ora)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
n
Please visit our website at www.fioridabuildina.aro to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
p
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ST. CK C1117117,11 LDrqG D-TMION
UT L4'jSTCE
RUM 'i it
BY
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PLANS AX P�"1014IT MUs'�BE Y P7C�3 �®
oft F;0 LNSPEC ION WILL Ly Y19DE.
PSI APPROVAL 2015-05-24
1 0 Mph ® Metal Lapsider Box Eave Shed Master Plan ApprDvalStamps:
GENERAL NOTES: Lark Builders DE51GN PARAMETERS: (HIP-GABLE ROOF)
[WIND DESIGN PER A5CE 7-10.SEISMIC DESIGN PEP AI5C 341-051 .
I. THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 409 Dixon Street I. WIND VELOCITY: I GOm h
\ - IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 2. WIND VELCITY-IMPORTANCE FACTOR: 1.0
GP
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10.
2 ALL MATERIALS AND LABOR SHALL BE IN THE 3 WIND EXPOSURE: C
A OVE CODE ND ALL OTHER.APPLICABLE LOCALL CODES ADANCE T THE Vidalia, GA 30474 4. NT.PRESSURE COEFFICIENT: 0.18±
TIME OF MANUFACTURE. 5. ENCLOSURE CLA551FICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION, rn '4f0IaO n
-ROOF LOAD(ZONE#1)): +21.4/-43.8 P5F �a TnBui4ln
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet index -ROOF LOAD(ZONE#2: +21.4/-G I.7 P5F •^w..�v• v•�v
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/-97.4 P5F CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 cover-General&Design Notes -WALL LOAD(ZONE#4): +45.5/-49.8 PSF Pro7esslonal Service Industries
51.1 Electrical$General Floor Plan -WALL LOAD(ZONE#5): +4G.3/=58.5 P5F 174933rd Street
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) - -WALL LOAD(ZONE#405): +45.9/-54.2 P5F Orlando,Florida 32939
2xG S.Y.P.#2-(1 2-15%MOISTURE CONTENT) S1Pian 5 8504x:William E.Newry,III Skids&Floor Framing Plan Iccas19so4o
2x8 5.Y.P.#2
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 PSF FL SMI-79,SMP-51
SKIDS,FLOOR JOISTS AND 3/4"TSG FLOOR SHEATHING S1.4 Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F
7. TPU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.E. 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCESS TO BUILDING IS FIELD INSTALLED 15Y OTHERS AND S1.5 Typical Frame Section Details I I. WALL DESIGN LOAD: 8 1751'
SUBJECT TO LOCAL JURISDICTION APPROVAL. $1.6 End Wall Frame Options 12. COMBINATION LOAD5: AS PER A5CE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 13. SEISMIC U5E GROUP: 13
YIELD STRENGTH. i. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FEC GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL I G. CONSTRUCTION TYPE: V B
ROOFS SHALL MEET MANUFACTURER'5 RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I -
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4"x I I/I G"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: O
5TUDS-AND SHALL BE LOCATED DIRECTLY OVERTHE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DESIGN OVERHANG: 8INCH
12. ROOF SLOPES BETWEEN 2:1'2 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 S FLORIDA
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE
yam. 1507.2.8 OF THE F.B.C.2010 GARAGE DOORS,GO'x 72"ALUMINUM DOORi 32' AND 1 21•THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
C ` 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, FOLLOWING CODES:
111 LOCAL CODES AND-TH15I5 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,5th Edition
24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES
14. BUILDING IS CLASSIFIED AS.TYPE"5" (STORAGE) 2011 NEC ,
15. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code
VARY. 25.MAXIMUM WALL HEIGHT TO BE 8'-0" I Haney Associates,Inc.
16. ALL FASTENERS INTO P.T.WOOD SHALL BE NOT DIPPED GALVANIZED 2G.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:27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCE55ORY CODE IN ACCORDANCE WITH 10.1.5.2
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER yt t t t I 1 t r rrr
FIELD PERFORMANCE CONDITIONS. 400511JW MUST HAVE ATLEA5T(1)32'x80'(MIN.)DOOR. 517E IN5TALLED ITEM5: `�O'GK R. /y,9 rig
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO-13E 3Yz"METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ; Q- CEN•- y
HAZARDOUS MATERIAL. STUDS 5PACED AT A MAXIMUM OF 24"O.C. 2. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. `Qom:'
20.OPTIONAL EXTERIOR WALL COVERINGS.INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE o. 64558 '
ALUMINUM•MASA ALUMINUM.4"LAP ALUMINUM,5/8"P.T.TI-II BUILDING. "F .'*�SIDING,VINYL 51DING WITH ENERGY BAINRACE BACKER,HARDI BOARD, 4.. ROOF DRAGE SHALL COMPLY MTN F.B.C. 1503 AND5TEELSIDING AND'PLEKO'5TUCCO ON 5/8'DEN5E GLA55 GOLDR318:6 ST
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THI5 LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK •'•
21.ALL DOORS SHALL 13E ABLE TO BE OPENED FROM THE EGRE55 51DE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETEF�OR1o?:-"C.>
WITHOUT THE USE OF A KEY. INSTAL ATION ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL �'.,S/ONA1_JURJ5D
L.
These plans were designed in accordance with:2014 FBC,5th Editioneet Number:
t
Single Wide Metal Master Plan Designed By: Projec[No.
Hane�Associates, Inc. 2011 NEC Lark Builders O.R.H.0x1112FN224 � o®
k Engineering&Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street _
,., P.O.a,x3a9,slc Muria 2968:-[•9,29x.964-as&7eao Checked By: Date:
I I For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C.L.A. 04!09/12
l of?
PSI APPROVAL 2015-05-24
ELECTRICAL NOTE5: 1 Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,R SHALL BE .
THE RE5PON51BILTIY OF THE HVAC CONTRACTOR AND ELECTRICAL
_ CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATE5T EDITION.
2. FLEXIBLE CONDUIT FOR UGHT,FIXTURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOU550LID COPPER IN5ULATED ' 32"MIN.,GO'MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24" BY G-8°HEIGHT DOOR,
DI5TRI5UTION PANEL. AND QUANTITY MAY VARY 5'MAX. MAX. \ LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN 015TRIBUTION PANEL 15 TO BE AND ARE OPTIONAL.
GROUNDED TO MINIMUM I O'-D"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 -'' �31;Injomrcuion
IN5ULATED BU5HING5. CI®„i T.B.HdOn
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL r 3z=5TUDS
METAL
ELECTRICAL CODE(NEC),LIFE 5AFET'CODE(NFPA 101),LATE5T SPACED AT 24' CODE REVIEW
EDITION5. ;, O.C.MAX. Professional Service Industries
7. HVAC EQUIPMENT SHALL BE PROVIDED M N READILY ACCE551BLE �_ _� P.T.3/4°T4G� i 174833rd Street
39
D15CONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT 5WITCH �• FLOOR SHEATHING Orlando,Florida William
F
$ 5EE VARIOUS END i Plan Reviewer William E Neary,III
WITH A MARKED"OFT'POSITION THAT I5.PART OF THE HVAC \ 5EE VARIOUS END WALL� ICC:Z 5785040
WALL FRAMING
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS Q u FRAMING SECTIONS FOR I FL SMI-LA#UO0406
SND WINDOW FR WALL FL SMI-79,SMP-51
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED.BY � � WALL AND DOOR FRAMING.
A READILY ACCE551BLE CIRCUIT BREAKER. w AND WINDOW FRAMING.
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING
\ I
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5 F1! ( —
BEING IN COMPLIANCE WITH 5EC. 1 10-9 OF THE NEC BY A LOCAL > \
ELECTRICAL CONSULTANT. '
9. THE MAIN ELECTRICAL PANEL,FEEDER5,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECT5,OVER CURRENT DEVICES,PANELS, - ",J$R,p
GROUNDING,ETC.)L5 DESIGNED BY OTHER5,5ffE IN5TALLED,
5U5JECT TO LOCAL JUR15DICTION APPROVAL I �,
10. ALL WIRES TO 5WITCHE5 AND OIJTLET5 TO BE R 12 AWG THHN AND OPTIONAL ELECTRIC TO-' M32°MIN.,GO'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENT5 5ET FORTH IN THE NFPA EACH UNIT FIELD 8Y G'-8"HEIGHT DOOR
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTLET5 5HALL BE GFCI IN ACCORDANCE WITH EXI5TING POWER
ARTICLE 1210.8(A)(2)NEG-08. SOURCE TO UNIT ._
�- 50'-O'MAXIMUM BUILDING LENGTH
Electrical Symbol Key C��of Authorization
GFCI Duplex Receptacle 120V 10 NOTE5: No.27124
•ALL ELECTRICAL EQUIPMENT 5HOWN IS OPTIONAL AND LOCATIONS MAY VARY.
Incandescent Light w/(1)-60wBulb �`�tttllttrrr'r
Typical Floor PlanAGK• : hq
SCALE: 1/4'=1'-0" QQ;:��c •••.;Lam;
�J Junction Box
a sss ;•�•_
$ Switch =
;TATE OF ;r -
WPI Weatherproof
' �'.
$rs LORID
Switch wl Receptacle Outlet 120v 10 ONAL
rtnlf4t
These plans were designed in accordance with: Sheet Number:
Single Wide Metal Master Plan Designed Ey: ProjectNo.
2014 FBC,511 Edition O.R.H. 12EN224
Han Associates, Inc. 2011 NEC I Lark Builders
'
Engineering&c Construction Planning S1 .1
gi g g 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Sua740,St.Itae,S.C.Mai-PS•vc86"46.7600 I For Wind Speed 160 mph,Exposure CC,L.A. 04/09/12
Vidalia,GA 30474 2 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE5CHEOULE FOP,J015T 51ZE
125 psf Live-Load(2 Skid)' 125 psf Live Load(3 Skid)
I i
Width Joist SizeBlSpacing q B Width Joist Size&Spacing � A � B ,A, ^B° •A°
6'4" 2x4's @ 16"O.C:,Max. 15" 42" 6'-0" 2x4's @ 16"O.C.,Max. 12" 24"
'8i-o" 2x6's @ 16 0.C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 1_6" 32-
101-01, 2x6's @ 16 Q:C.,Max. 24" 72" 10'-0" 2x6's.@ 16"O.C.,Max. 20" 40.'' SEE SCHEDULE FOR J015T SIZE
11'-0 2x6's @ 16"O.C.,Max. 24" 84" 11'-01, 2x6's @ 16"O.C.,Max. 22" 44" X
11'-8" 2x6's.@ 16"O.C.,Max. 28" 84" .11'-8" 2x6's @ 16"O.C.,Max. 24" 46"
13'-0" 2xB's @ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Maz. 26" 52" I ,L
13'-8"1 2x8's @ 16"O.C.,Max: 40" 84" 13'-8" 2x8's @ 16"O.C.;Max. 28" 56"
NOTES:
•FASTENERS WILL MEET THE MINIMUM REOUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
UNDER,FBC 2304.9.I.AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
•ALL 5rJD5 ARE P.T.4xG 5.Y.P.#2 OR(2)-P.T:2x6 5.Y.P.#2 �'
•G'-0"WIDE UNITS MAYUSE 2.4 5.FP.#3 JOISTS. PS Infonnolion
L��°.To Build On
.ALL JOISTS ARE TO BE P.T:5.Y.P.#2
P.T.SIDE
P.T.51 DE RAIL TO MATCH RAILTOMATCH CODE REVIEW
J015T51ZE,SEE FRAMING J015T SIZE.SEE FRAMING ProlewionalService induslries
SCHEDULEFORSIZES. - SCHEDULE FOR SIZES. 174833rd8treeI •l
Orlando,Florida 77839 -
Q Plan Reviewer.William E Neary,III
Q ICC 9 5185040
LA 8000406
FL SMI-79,SMP-51
SEE SCHEDULE FOR JOIST SIZE
SEE SCHEDULE 1-ORJ0I5T 51ZE
142 i]
U 11 n I U.. 1. - Haney Associates,Inc.
Certificate of Authodzation
No.27124
Q �\ltllll/��
�.`` �C R. y''.,
.c . qy,
P.T:4xG S.Y.P.#2 or �OE7NS
_3 P.T.-4x6 S.Y.P.N2 or 4'-0,°or 6 O' 3 4'-O°or G'-0" Off'• `'egIr4 g •�•L
), (2)-P.T.-2xG 5.Y.P.#2 5rJD5 L. (2)-P.T.-2xG 5.Y.P.72 SKIDS optional-Porch No 6A55
Optional Porch �C,
50'-0"MAXIMUM-BUILDING LENGTH - 50'-0"MAXIMUM BUILDING LENGTH _��, ,
STATE-0.
' '.��`Si��ORIOp:•'('jam=�
Typical 2 5kid Floor Framing Plan Typical 3 Sk1d Floor Framing Plan_ �',`S&ONA1
SCALE: 1/4"=1'-0" SCALE: 114"—11-0. 'rrlllntttt`
These plans were designed in accordance with: Sheet Number:
^' 5th Edition Lark Builders O.R.H.
SinSingle Wide Metal Master Plan Designed By: Project No.
Haney AssodateS, 2014FBC,5
kaac. ' 2011 NEC 12FN224
yFlt� Engineering&Construction Planning2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: S 1 .2
P.O.B,3748,Six M04 S.C:39683-Pheae:864-M&i600
For Wind Speed 160 mph,Exposure Vidalia,GA 30474 C.L.A. 04/09/(2
• 3of7
PSI APPROVAL 2015-05-24
Approval Stamps:
32'-2-0ga.METAL WALL STUDS
SEE PLAN VIEW FOP SPACING -
✓ SEE FRAMING SCHEDULE 5KI05 MAY BE P.T.-4xG 5.Y.P.
t _ FOR JOIST SIZE #2 OR'(2)-P:T.-2xG 5.Y.P.#2 I I 3x°-20,3a.METAL SOLE PLATE,
1 I CONTINOUS W1 511 G5x4°[AGS
ATTACH EACH STUD TO SOLE I I AT I G"O:C.,Max.
/�� r` ! PLATE WITH(2)#10 SELF ; ,T.3/4'T46 FLOOR
A !� DRILLING GRABBER SCREWS 1 SHEATHING
LaL' (1)INTO EACH FLANGE.
5ENCO K25(OR EQUAL) OTCH 5K@5 lye°x IYZ
NAII5 AT 12"O.C.,KC W5 FOR.EACH FLOOR J015T r 11 Jj
SHALL BE 1.5'FROM EDGE, _ I it + A —,J
STAGGER ROWS 6°FOR l ———______-
'1
(2)-P.T,-5.Y.P.-2x6'55K1D5, i y y 2x.BL06KNG BETWEEN I
START PATTERN WITHIN G° SKIDS,FASTEN TO END)
OF EACH END OF SKID 22x4 BLOCKING BETWEEN'`__ JOIST W/(3)-0.120x3° I
SKIDS,FASTEN W/ ----- NAILS AT 112°O.C.TACH 1
(2)-0.120"x3"NAILS AT SIDE,STAGGERED.
� D 1.2"O.C,,.5TAGGERED.,
t- _)15rID4FLO0P.;RAMING AIL t 2_-\END_JOOIIS�T FRA_MMINGDEDETAIL
' c��o Injonndtion
�B-ToliuildOn
CODE REVIEW
Professional Service industries
1748 33rd Street
4dando,Florida 32838
SKIDS MAY BEP.7.-4x6 SPran Reviewer.William ,IA
6 Meavy.Y.P. Icc ss78sa4o
#2 OR(2}P.T:2x6 S.Y.P.#2 - to OUa0486
° o ° FLS611-79,811PS1
t 2'LAP SPLICE FASTENED
Wl(6).511 G x4"LAGS
P.T.-4xG'5.Y.P. (OUTER FACE),M-5/1 GN4°
9 #2 SKIDS LAGS(INNER PACE),(9)LAG
Illi ATTACH JOIST TO SKID WITH SCREWS TOTAL.
5/1 G*x4'LAq SCREW OR(2) 'Haney Associates.Inc.
51MP50N H:3(OR EQUAL)AT ••.t• CcnificateofAuthorization
EACH END OF JOIST,5EE `` 3°x6"SPLICE PLATE ON 3 of No.22124
FRAMING.SCHEDULE FOR SIZE. 4 4 SIDES OF JOINT,FASTEN
(2) '.T.-2x(; EACH PLATE.W1(5)-5ENCO `+ttluufrrrrr
NOTE:ATTACH END JO)5T5.TO SKtO WlTti(2)-5116'x4° S.Y.P.#2 SKIDS K28(OR EQUAL)NAILS �G\C I3: ly r�
LAG 5CREW3[OR(4)-0-131 x4°GUN NAIL51 ANDA I EACH 5@E. ` .s....[.•!tri
SIMPSON H-3[OR EQUAL]AT EACH END OF 5015T. a
Na. 6tt558
TYPICAL,5FJU TO /;•�,
t o \JO ST CONNECTION DETAIL / 4-\TYFICALSKID.SPUCING DETAIL ^�
!. sGMP:at.4•=r+' t. :37M1sm r':O` () STATE OF-•�.
LORIV.."
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These plans were designed in accordance with: Single Wide Metal Master Plan DesignedB ProectNo. Sheet Number:
-r' �$�.n Associates, Inc 2014 FEC,51h Edition � o .A,y� 12EN224
Y � 2011 NEC Lark Builders
It f€ Engineering&Construction Planning 2014 Florida Fire Prevention Code
P.O.Box349,StnNM,S.C.29682-Ph-964446-76D0 409 Dixon Street CheckcdBy:. Date: °
For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C.L.A. 04109/12 4 Of 7
w
PSI APPROVAL 2015-05-24
Approval Stamps:
ROOF FRAMING SCHEDULE 5CHEDUI E AND ROOF FRAMING NOTES:
Wall Framing at 24"O.c.1 Max. •ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1 503 AND R3I5.G
Width Rafter and Brace Size and Spacing: •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1
- - AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION'TURNAROUND"OR*VAULTED"SME WITH A MAXIMUM GABLE END OF 30.0"AND 51DE
6'-0" ASIS SSMA_S 350S162-43 @ 24"O.C.Max. WALLS THAT VARY G'-O°TO I3'-&ORTHE LONG DIRECTION'5TANDARD'WITH GABLE ENDS THAT VARY G'-O"TO 13'-8°WITH A
8'-0" ASIS SSMA S 350S162-43 @ 24"O.C.Max. Zvi—IMUM 51DE WALL LENGTH OF 50'-0". i
•ATTACH ROOF FRAMING TO TOP PLATE Of WALL FRAMING WITH BUILDEX 10-I Gx 1 TEK5 PANHEAD SCREWS WITH#3 DRILL POINT !
10'-0" ASIS SSMA S 350S162-43 @ 24"O.C.Max. AT G"O.C.
11'-0"I ASIS SSMA S 350S162-43 @ 24"O.C.Max.
il'-8111 ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
13'-0" ASIS SSMA S 3505162-43 @ 24"O.C.Max.
13'-8" ASIS SSMA_S 350S162-43 @ 24"O.C.Max.
t
�� lnfomrulion
. -- i I Build On
I !�n•r�n+w•.�v
CODE REVIEW
— -- ---- Pro Mlonal Service Industries
M 1 1748 33rd Street
y. ! Orlando,Florida 37939
�— Standard Rrdge
3112'-20ga.METAL RAFTERS Icc a siesaeotlta'"E.Neary,nl
l —? AND BRACING,SPACED AT u4u9o4as
6l FL SMI.79SMP
-51,
S1.
24°O.C.,MAX.UNE UP .—
u� RAFTERS TO LAND ON WALL
iiz
— STUDSFOPLOAD TRANSFER Haney Associates,Inc.
Certificate of Authorization
> __ No.27124
I
—
,N'Gy,tR,I H rr
59-0"MAXIMUM BUILDING LENGTH-30'-0°MAX.FOR VAULTED ROOF � •\CF,N/
O' No4I645 8 •�
?.
Typical Roof Framing Plan oTATE O
'"�SS,<OR l DP•��j`
/,ZONA,E�.
These plans were designed in accordance with: Single Wide Metal Master flan Designed By: Project No. Sheet Number:
Haney Associates, Inc 2011 NEC 5tb Edition O:R.H. 12EN224
' 2014 Lark Builders
Engineering,&Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street °
Checked By: Date:
P.O.nos 349,Six MU,,S.C.29682-Pbo S644167600 For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C.L.A. 04/09/12
5of?
PSI APPROVAL 2015-05-24
Approval Stalnps:�
w _ ATTACH ROOF FRAMING TO
_ TOP PLATE OF WALL FRAMING
- — WITH BUILDEX 10-1Gxi TEK5
_ PANHEAD SCREWS WITH#3
DRILL POINT AT G°O.C.
SEE ROOF FRAMING �.
SCHEDULE FOR RAFMK AND
BRACING SIZES AND SPACING
r
_ rr
2 1/2°x 1/2"CORRUGATED
3!'Z-20aa.METAL COLLAR TIE,4'-0°
ROOF PANELS FA5TENED LONG,ATTACH WI (2j#t O SELF 3Vz-20ga.METAi.STUDS
WITH IM-14 x 3/4"HWH DRILLING GRABBER SCREWS EACH SIDE SPACED AT 24"O.C.MAX.
TRAMI AT G"O.C. -
SEE ROOF FRAMING ivy"-20ga.METAL STUDS I r OVERHANG OPTION DETAIL.
SCHEDULE FOR RAFTERS SPACED AT 24°O.C.MAX. !. scat>::3ta«r•-m -
4
20g3.METAL BRACE AT
z 0 SEE ROOF FRAMING 3'-0"ABOVE FIN15MED FLOOR,
t¢- b SCHEDULE FOR FASTENING ATTACH TO EACH STUD WI(2)
u7 n REQUIREMENTS #10 5ELF DRILLING GRABBER
CP SCREWS.(1)INTO EACH FLANGE peg tnfammfion
p31To Build On
SEE 51.2 FOR SKID —21/2°x1/2° CORRUGATED ATTACH ROOF FRAMING TO wa»a"a•c".,"uv.n.wa
AND FLOOR FRAMING PANELS(FASTENED Wl#8 x TOP PLATE OF WALL FRAMING CODE REVIEW
WITH BUILDEX 10-IGxI TEK5 Professional service Industries
I&WOOD SCREW AT G° � PANHEAD 5CREW5 WITH#3 774833rd Street
< O.C.(OR EQUAL) DRILL POINT AT G"O.C. Orlando,Florida 32839
• Pian l01
Wiitiam E Neal..
VARIES,G'-0"to 13'-8° _ --�'„'�,...,• tcc86185040
FIL SMI
46185040-79,SM
rn 8ue0486
Typlcai Frame Section
SEE ROOF FRAMING i Haney Associates,Inc.
SCALE: I/4"=1'-0° SCHEDULE FOR RAFTER AND r r CunificateofAuthorizanon
BRACING SIZES AND SPACING No.24124
r �
it ````�K R.
PACE AT 4'AL O:C.T AX. ! ! `:¢�\ `CEN
• SPACED AT 24°O:C.MAX. `�.:
` '• No. 5, •.,yYC
�. +2 OVERHANG OPTION DETAIL O; STATE OFy�
t. 5 311'! ' �•.R- T•. �`
� ;ANAL��.`��
'Irnutt2���
These plans were designed in accordance with: \ Single Wide Metal Master hien Designed By: Project No. Sheet Number:
2014 FBC,5th Edition
Han Associates, Inc. 2011 NEC � Lark Builders O.R.H. 12EN224
'�. Englnee6ring S.Construction planning 2014 Florida Fire Prevention Code
b, P.0.aox349,S1xMee,S.C29682-Phone:864.646-7600 For Wind Speed 160 mph,Exposure 409 Dixon Street Checked By: Date: S1 .5
Vidalia,GA 30474 CJ-A. 04/09/12 6 Of
PSI APPROVAL 2015-05-24
. Approval Stamps:
2-1/2'x 1/2'CORRUGATED ROOF
PANELS FA5TENED WITH 1/4'-14 x ""--
3WHWHTRA=i ATG°O.C.
i
20ga.METAL BRACING,
ATTACH EACH END TO STUDS W/ �\
'-s1A METAL BRACE FL OR, - (2);r 10 SELF DRILLING GRABBER : aVZ METAL BRACE AT 3'-0"
ABOVE FINISHED FLOOR, SCREWS;(I)INTO EACH FLANGE ; ABOVE FIN15HED FLOOR.
ATTACH TO EACH STUD
ATTACH 30 EACH STUD
W/(2)#10BBE SELF DRILLING S,(1) tt ! [NOTE THAT THIS BRACING W I W/(2)N 10 SELF DRILLING f
GRAINTO SCREWS,FLA GE REQUIRED ON SIDE EACH
COR WELL GRABBER SCREWS,(t)
INTO EACH FLANGE (BOTH 5tDE5 OF EACH CORNER)] LNI INTO EACH FLANGE
I x i
SEE 51.2 FOR SKID AND FLOOR
VARIES,G'-O°to 13'-8° FRAMING VARIES,G'-O°to t 3'-8"
End Wall framing Option End Wall Framinq Option
SCALE: 1/4"=1'-O' WALL OPENING FOR 51DE WALLS ARE SCALE: I/4°=I'•O"
TO BE FRAMED SIMILAR TO TH05E
SHOWN HERE FOR ENOWALL5
�pcue /nfonamtion
!" a.W&Ud On
2-1/2'x 1/2"CORRUGATED ROOF '^a*�'.•�"^�^v•u+.v
PANELS FASTENED WITH i{4%14 x _ CODEREVIEW
3/4"HWH TRA)W I AT G°O.C. 'd"' Proleuional Service ladoseries ((((
"i• - 1748 33rd Street 1
Orlando,Florida 32839 !`}
Plan Reviewer.William E.Neary,III
Ice a 5106040
j\f LAO000406
`. . ,4,•Ou FL SMI-79,SMP-51
8'-0°Max. 2 -20ga,METAL BRACING, Max.
3'z°MECAL BRACE AT 3'-O'—\ ATTACH EACH END TO 5TUD5 W/ `` x
ABOVE FIN15HED FLOOR, (2)#10 SELF DRILLING GRABBER.. t Sze METAL BRACE AT 3'-O° Bane A6SOcie e6,Inc.
SCREWS,(I-)INTO EACI1 FLANGE ++ ABOVE FINISHED FLOOR, Y [
ATTACH TO EACH STUD p I Ce2tcate ofAuthoruarion
b ATTACH TO EACH STUD
W{(2)Y 1 E SELF SCREWS,
(G t [NOTE THAT THIS BRACLNG i5 i I W/(2)#t O SELF DRLW NG No.2912;4
GRABBER SCREWS,(I) REQUIRED ON SIDE WALLS AS WELL GRABBER•SCREWS,(1)
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNERB INTO EACH FLANGE ``t1 t t I ti r ryrrr
` 1< R
} I NOTE THAT TH15 BRACING `��,G ..
x 15 REQUIRED ON 51DE `4Q'•� �;\GaNl.
WALLS AS WELL{BOTH /.S _
SEE 51.2 FOR SKID AND FLOOR No: 645,
VARIES,G'-0"to I3'-8" FRAMING VARIES,G'-O"to 13'-8' SIDES OF EACH CORNER) -�C; •'{ICS
End Wal!framing Option End Wall framing Option =p'' STA
5CALE%1/4"=1'-0" :'t'•. p
SCALE: 1/4'=1'-0' :I. ' <OpI.....
NAL
ttinttl
These plans were—deslgn¢3-in actor once wit
2014 FBC,5N''Edition Single Wide Metal Master Plan Designed By: Project Ido Sheet Number:
Haney Associates, Inc. 2011 NEC Lark Builders O.R.H. 12EN224
E '�(q
ngineering,&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Rs9 E e
Rte_ P.a.But248,Six MO,5.0. o-
29692-Plft 864.646-7600 For Wind Speed 160 mph,Exposure C Checked By: Date:
Vidalia,GA 30474 C.". 04/09/12 7 of 7
r
a
f9
TIE-DOWN NOTES, - TABLE 2A - 165D/170C TABLE 2B - 140C
1.ANCHOR SPACING 6 DESIGNED AS PER ASCE-7. DD•° DD-° 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
2.ALL MEASUREMENTS ME CENTER-TO-CENTER. MAXIMUM ANCHOfl MAXIMUM ANCHOR
3.TIE-DOWN STRAPS TO BE I-1•.D.035•GALVANIZED STEEL,FEDERAL SHED WIDTH SHED WIDTH
SPECIFICATIONS OOS-761-H. PE-1.FINISH-B.GRADE-1. TIE-°OWN SPACING SPACING CODE INFORMATION
STRAPS AND CONNECTING HARDWARE TO HAVE 4.725'lB.MINIMUM 1[
ULT
CAPACITY(].150 LB.•IS). K-DONx S1RM (U 4.4 STP 11 Ox B'WOE OX Lrcc k.. UP TO 16'-D` 10'-0- UP TO 16'-D` 10'-0- OWM-Yf W m'•+�".a RI
a.ALL EARTH ANCHORS SHALL WIVE A MINIMUM 4.300 L8.CAPACITY. (SEE x01[5) (()L6 OR I1)4.6 P.T.SIP 11 SKWS Y.wW VS. L•W1 4x0EW1•Ne•4•
5.EARTH ANCHORS LOWED AT EACH CORNER,MAXIMUM I6"FROM END nsfrow BE SR oR uDYxD). 16'-1"TO 20'-0" B'-O` 16'-1 TO 24'-0 8'-0' ACERC,
(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING TIF-DOWN STRAP OOLTED To ttPC TYPE 1 TYPE 2
ON SHED WIDTH,WIND SPEED.AND EXPOSURE. ANCHORS NOT NEEDED ]"Ll O"rtY�°MFRS ]O•DANE ANCHOR b•MOFR ANCHOR '-)"TO 24'-06'-0 B.LLUUG ttP[
ON ENDS. FOR ROCK/CORAL FOR SOO/C- TABLE 1A - 120C CONSIRYRION FRE -
6.CONCRETE ANCHORS TO BE SPACED AS PER TABLE IJNB,C DEPENDING ON NE PPo 22
SHED WIDTH,WIND SPEED.AND EINIMURE. 41A aJlox00�)CONCR TABLE 2C - 120C ANCHORING TO CONCRETE WOWE
7.CONCRETE ANCHORS TO NCE T MINIMUM OE 9�COVEF(DISTANCE FROM WO%: MEX V-WMx4 DO- MAXIMUM ANCHOR POE SIPPRESSON ST1TEY
ANCHOR TO EDGE IN CONCRETE). (ttPE]) TYPE 3 30`AUGER ANCHOR SPACING SHED WIDTH SPACING
6.EARTH SOIL BEARING CAPACITY N HORS TSF(IEP.) CONCRETE NRC MAXIMUM ANCHOR _ DGcuPAxn
9.EARTH ANCHORS AND CONCRETE ANCHORS NAY F USED IN OR EAC CTION 4•caNCRCIE wpn EXPANSION BOLT SHED WIDTH SPACING 24'-06'-0ALWWARE NYMazx or RORKS
PROVIDED THE SAME walMuu SPACING a FOLLOWED FOR EACH TYPICAL ANCHOR TYPES ® •--lwl•.nunTa...
UP TO 24'-0" 10'-0 20•-0" 7-0' EXPO LRE ss aR
_OSE OSE
16•-0" 7-6" RnERRAL-,mrrru2Ort ,/_ a
14'-0" e'-0• 1WPoRMNCE FAROR
FOOT DUD WAD
LIE-DOxN STWP Bourn R. 12'-0" 9'-6` RODE Nrt LOAD OR
TR-DTH STRAP BMTW INN
FLOOR J06T MRH 1/2-GRADE S (1)4.4 SYP/1 ON B'WIDE OR HESS (1)4.1 STP/2 ON B'WIFE OR II55. iWOR DEAD WINO
FLOOR JONT MEM 1/2•EWDE S ORT uNNUY WIT
wA3NEA5 ()2•B (1)4.6 P.T.SRP/2 (()2.6 OR(1)1.6 P.T.STP/] [
BOLT MxONY WRx MSnDK RSC( BE SR ON GROURDL pp WR SEWy IECWCD ALL
ELSE(bN RE SR ON CAOm).
� 1 O•-O•• 1D•-E` BOOR LIFE WM
T6-OOWX S1RAP BOITEII 10 IYPC W11H(B)100.15•NABS R-WING OF WALLS.ROOF,ROOF WA
J MCMR H1H 1/2-GRADE s 6'-O" 12'-0 100RUS PER BLILONC
W/Y•.3•(a00 Lfl)COnCRCR BOLI wHWN WRN WA516R5
EDGC AxCnOfl W.WASMR
/2µa-�t4DG LO7 coNCRErE /e-.]D- W=/
aR: PROTF . .SALE
•' WCDGE R wRN U-CxwNEL /`I ER SI*FOR UY. IMppgHp gIRTEp IyOF I
DRNE STTLE FOR ROCK/COM
TABLE 1B - 140C Ba REFaMIE
a COXCRRE ANCHORING TO CONCRETE REVISIONS T
cOxcRRE OPTRIWL SUPPoRI PAD(P.T.WOOD. MAXIMUM ANCHOR REV DESCRIPTION DATE BY
CONCRETE BACK OR PAD)SPACED SHED WIDTH SPACING
AT B'-0-MAR.
24'-0` 4'-T
20'-0" 5'-0•
TM-DOWN STRAP BOLTED THRU 16'-0` W°.n IM
RDGR 1061...1/2-GMOE B (11 1.4 STP/2 a e'LroE OR-I. Mrs '
(17 4.1 STP/1 ON IF WIDE OR tESS BOLT MNRNIN..MLSXFAS (()2.6 OLI ll)4.6 P.T.STP/1 SKIpS 14'-0" 6'-0"
2.4 SONE PMTS(WTYWLLY ^ILL 2.8 OR(1j 4•B P.T.SYP/2 SRM [Ls[lCM BE SET OR IROUxD). 8/11/15
_T
1/1•J•(100 W.I CONCRRC WMBIC X1100 OR P.T.) ELSE(CM BC SR ON GROYxD).
xEDGE McnoR wnn:•wAsnER --- _--------=� TN-DawN sPAP 12'-0" T-6' °I`
ISE[MTfS) N A
4/B-.40'WITH ANCHOR
_____ _ wml RE HmW:AucER smE 10'-0` B'-6'
WEDGE•ANC•N(R nR�11)2 w"CASI" S TOP 50�FOR_./C.RAL LANK BUILDERS.INC.
__A�4 cOnwRE
.•mXCREIE s'-o" 12'-0"
.WNGRRE TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
T (11 4.4 STP 11 ON B'"HOE OR LESS TIGGWI STR.V 24'-D" 3'-6"
71E-OOwx S1PM BOLTED 10 (I)L6 OR(1)4.6 P.T.STP/2 SKIDS (SEE NOTES) (1 4 4 SIP/2 ON B'MDC OR LESS.
GROUND ANCHOR MIN 1/2- (2 2.6 OR(1)4.6 P.i.RP/1 SR05 ���111111/�
ALL FUOI( BE SR ON GROYNE). 2O'-O" 4'-T \\
2a4 SOW PMTS(W�URN1Y 6WOE S BOLT MUIDLUY wRH ALL ELSE(CM BC SR ON GROYN0). \
WEWC AeK UR WI M)1f4Lv5H R dKUBLE wDOD OR P.T.j w�"SMO SOOT -=,=. GRB.ImKiJc°°""mR Fsirtn 1/z•rwni 16•-0• 5.-0• Z¢ `�\\\Y]L�W........ q
T ___________ 4 NL DDPoSRf SNE s Bou YMNuu Wnx nwsMRs J `����+' 1,\CENSE•••,Q ��� .
/B//B•.b•FAIiiH ANCHOR: 6//E-.b•TART.MEWOR:, 14'-0" •••••
ER SITLE FOR SOIL/CUT, R SERE FOR c./C.Y, IV:
S
ORM S1nE FOR ROCK/CORAL ERNE 51RC FOR ROCK/COWLC�wr �, !�'
MBWL REOPOpcEO . 12'-D" 7-0• �_ f4CONCRR[ OPDOHLL SYPPoRi PAD(P.T,WOOD, 1O-OB--D" �•
CONCRRE BLOCK OR PAD)SPARED �.
AT B•-o-Lw. W-O" 10'-0, Q i. STATE OF '<V
TIE-DOWN DETAILS j�4'•., FCORIDF 4t,
•.... G�
0_
W MOtI^eW T.Baldwin P.E.
Florida License 164508
sNeeH AP-1 OF 1
F
ri WRr r_8 v r_Li
FEB 16 2017 '""
PERMITTING
TABLE 2A - 1 eWl-106 dd1KF_F2.B - 1400
.ANCHOR SPACING R RE DESIGNED R-To- ASCE-]. 00•° °e•D0 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
2.ALL DOW STRAPS
ARE CENTER-TO-CENTER WA%INUM ANCNOfl MA1tIYUN ANCHOR
3.TIE-DOWN STRAPS TO BE 1-i'.0.0]!'GLLVAN2E0 STEEL,FEDERAL SHED WIDTH SHED WIDTH
SPEC6IGTIONS 005-]61-M, E-1,fD2I5H-B.GRADE-1. TIE-OOwN SPACING SPACING CODE INFOgl14T10N
STRAPS AND CONNECTING NMOWARE TO HAVE 4.725 I.B.YIMNUu TG_ODm4 STRAP
TILL FART cAPAcm(S,ISD LB.•1.5). )...sry IS aI e•WmE OR Msz �i UP TO 16'=D" ID'-D' UP TO•16'-0" 10'-0" LDDE VERSION ••'••'+
1.ALL EARTH ANCHOR SHALL HAVE A YINIYUN 4.30D LB.CAPACm. (S[[xOlE6) �)].e DR(I) Sl P.T.STP/2 SHO YANuiACtuRD2 'T�aA K�-
5.EARTH ANCHOR!BUILD.OCATEDLOCATED). EACH CORNER,N4XIYUN IB'FROM END E1se(Gx RE:fl Ox ex°uM). 6'-1"TO 20'-0" B'-0" 16'-1"TO 24'-0' B'-0' AJ:Lxcr
(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING T¢-D...-BatrzD lO ttPE ttPE 1 TYPE 217 eYmIG TW4 "
ON SHED WIDTH,WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED 3 ANCHOR .1/x'CRN[! 30•ERNE ANCHOR b•AGOG ANCHOR
ON ENDS. BOLT LOINRYII WIEH wASNERS FOR RNf ACORM D--1"TO 24--0 6'-D- m16iRUCTON TttE
6.CONCRETE ANCHORS TO BE SPACED AS PER TABLE I&ELC DEPENDING ON FOR IDEA- TABLE 1A - 120C V-o
SHED
WIDTH,WIND SPEED.ANO EXPOSURE l,2•J-�� aa)mxEAE¢ E•W TABLE 2C - 120C ANCHORI G TO CONCRETE FIRE Rmrzcmx
].CONCRETE ANCHORS C HAVE T MINIMUM OF 4-COVER(DISTANCE FROM wEDLC NaNORB�nH u-m" TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH UTAXINUN ANCHOR FINE sWPRm..sYST[Y Am
ANCHDR TO EDGE OF CONCRETE). (hPL 3) SPACING xa�
B.NINIYUN SOR BEMING CAPACm B 2.000 PSF GYP.) CDNCRETE ANCHOR MAXIMUM ANCHOR OCEt@ANR ONMa
9.FMTH ANCHOfls AND CONCRETE ANCHORS NAY BE USED IN OR EACH ON RM R TYPES
BOLT .SHED WIDTH SPACING 24'-O" 6'-0- AYOxAOLE xuYBm N srOROs
PROVIDE°THAT TME SANE MA%INUY SPACING 6 FOLLOWED FOR EACH •CONCPRC BASie Rmm SP[m
ANCHOR TYPE. TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-o"
20'-0" 7'-D' GwsuRc' w
•-'16,_0" 7-6• rxXmuRL oc�nlm
D[ILP)ul PR[SSYRC mprXODIT
14'-0" 6'-0" IYPOIITAHEC F-DR
ROOF DEAD LIMB
TS-DOeM STRAP n. 1HRY 12'-0" 9'-6 m0F lNE 10.0
WL-OWRN 5@AP B0.Tm IMY FIOOfl J06f I.1/2'4RWE 9T II)4.4 STP I)Ox B'IML OR IESS L412
...STP 1) -5 e'1DL DR L[55.
FLOOR J06T NITH 1/]'OR4DC f
..LT YW WY vlfx wASM[R$ (17 2.6 OP(I).•e P.r.S9 I2 Y j 2.B OR(II.•e P.T.STP/2 B.Of ROOR MAO'OM
BOLT WNROR4 wRM WASMM A4[LS[ICAN BC Sfl ON GOOxO). TIL-mwx S1RM$ECNRm ALL
ELSE(CAN BC Sfl ON mOYho). 1 D'-D" 10'-6• {NpR N2 lOAD
i2-DOWN STRAP BOLTED TD TYPE wrtH lB)100.1.!•2uR5 11-W1WO OF WALLS.ROOR.mOF x/A
3 AxCM WITH 1/2'WITH GRAD 4 6'-D" 12'-0" OYl6 PER
BURDW6
w/EDGE AiC'HOR WRH xASxfA BOLT wwLWY WITH
WASHER!
J'1 m LL)CONERETE �f/e -0
-.]0'EARTH ANCHOR 6'-O" 12' • _E PROTECT
O.Y 11SAO[
•' • WE. AtiCMR 11N O-CHAHuOL mrvE sP3E FOR R I./'-
" IYIPXAJIL OIEItG VSAGL
'h' ) ' ANCHORING[axCRfl[ CR REVISIONS TABLE 1 B - 140C TDB R�FmWDE
2On
4'-N-, OPTmxAL I. RAO IIIWOOD, MAXIMUM ANCHOR REV DESCRIPTON DATE BY
ATNo oLxX DR PAD)sPAc[o SHED WIDTH SPACING
24'-0" 4'-0"
20'-D" S-0•
_T
TIE--1 STRAP/2' rwv1 16'-0" 5'-6•
RODR.L 06T..1/2.ORMC! (I7 4.4 M 12 Ox e'WOE OR IEsi NfB
0)...nP l2 ox e'WmL DR L[sn r wwwY erW wASIaRs 1)2.e G(O 4.e PT.nP I2 u¢s 14'-0" 6'-0•
/1'J'14OD LR)mMRfl[ OURABIE e00o P.i.20 SOLE PLATE I—`T At,EISf(_) Sfl 1.OYO12 f [l5E([Ax BC SR 0x OROMxO). '•. 8/11/15
wFOOC AHCNOR WITH 1'WASMG T.-ODWN STRAP
-_- _____________-J_4,• ( E Nmes) 12-0" 7-6
f/e••40• ANCHOR N/A
0H EYE HaBe.o AYSIYIE 10'-0" B'-6
(4O0 La)c [ f0R SM/CUT.ORM SWIE li�I URN BUILDERS.INC.
__R) 4•eox�Ert eroe[ANCHOR wml 2'WASxFR FOR RDEW/roRAt W-0" 12'-0•
.'CTE 6'-D" 12'-0"
4 CONCRETE
TABLE 1C-165D' 175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
TIE-ODWN 11R,P BOLTED TO 4.4 SIP/2 ON B'WIDC OR IFSS TR__N ST- 24'-0" 3'-6"
CROUM ANCHOR W(M 1/1' ()1.9 OR(1)4.8 P.T.OE /2 SXIDS (SEE NOTES--\ (I)4.4 STP 11 ON B'101 OR t[SS
1/255'(400 LD)CON.B.1 2.4 SOLE PLATE(N.1� I PADC!BOLT MB.'IYYII WIM � ELSE(BAN BE SR ON OROOxD)� � (ALL D,UU N BL SET Ox OROUNO).. \`
WFJIOC ANCMOX MTM a-wA5H01 ONYBIE WOOD DR 11.1 wA5HER5.ALSO COMwU0Y5 AID! - R-mwX STWP B0.1m 10 2D-D" 4 \\ W T. e ��
_ ATrAEHm T P°�osrtE OSIo[ cRBuw ANumR Wnn 1/a-GRADE 16'-0" 6'-0" Z ♦♦\,�`Z•�.........•...•'9 �i�
1t-,F-q f BOLT ImmwY WITH WA51aRs g `♦♦.0 _%CENS, • o",
_ __--_SJ- /e•.So•EARTH AAu s/e•.TD•FARm AxcxDR: 14'-0" 5'-6- Q•:• '•'�y i
ELI lITIL FOR/CLAY. wow sTRC FOR EONCur. :' a
BRrvE SttLE FOR Rmx/CORN. �r` _
4 oRrvC ST'LC FOR ROCK/mpu '�• = .
a ORTDxAt RCPPDRcm , 12'-0" 7-0" U, �4r2�64
ODNCRLTC fmxO.Twx
II I •cexcRLTL DP1Xw.L suRRORT AAD W.r.eSaD. 10'-0" B,-o Z
I.HC ER:SLOG OR PAO)SPACED x E
TIE-DOWN DETAILS _ 'p;1 STATE OF EVA
1 6._D., 12•-0- CJ i�O,n'•.•. FC O R
Z i F '•... G
HMBithe,T.8016e1R P.E.
(n FbEiEB U. 64608
` SN«L: AP-1 OF 1