HomeMy WebLinkAboutEngineering Haney Associates, Inc. �►i Inform/�wi�on
Engineering 8C Construction Planning �' .T0Buiid On
Ersgl—dng•Conarslltnq•reaffng
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
EMAIL:haneyossociates@bellsouth.ne.t j Mr.Jim Richmond
Florida Department of Business and Professional Regulation
Orrick R.Haney,P.E. Manufactured Building Program
President 1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
Date: lune 10,2015 RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Florida Manufactured Buildine Program 2014 Code Uadate Plan Number: 160DSWW-14
Attention: Dear Mr.Richmond,
William E.Neary,III Pursuant to the requirements of the Florida Department of Business and Professional
Professional Services Industries,Inc.(PSI) Regulations,the above referenced documents have been reviewed for compliance with:
1748 33rd Street
Orlando,FL 32839 2014 FBC,51h Edition
2011 NEC
Project: LARK BUILDERS MASTER DESIGNS 2014 Florida Fire Prevention Code
Client Name: Lark Builders Inc.—409 Dixon Street-Vidalia,GA 30474 These plans comply with Florida Product Approval Rule 61G20-3.006(FAG)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
Asse$nent: of PS!
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014 All mandatory comments have been satisfied and pians are approved for construction by a
51h Edition. modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
Lark Builders,Inc.have the following designs on file: If you have any questions or require my assistance in any way,please do not hesitate to
contact me.
• 140 mph—Standard and Vaulted Wood Shed Master
160 mph Exp.D—Lapsider Box Eave Wood Shed Master
a 160 mph Exp.D—Vaulted Ceiling Wood Shed Master Respectfully s miffed,
• 160 mph—Double Wide Wood Shed Master
• 160 mph-Metal Double Wide Shed Master
• 160 mph—Metal Lapsider Box Eave Shed Master
• 165D/175C—Metal Lapsider Box Eave Shed Master William E.Neary,i
Department Manager
Modular Facilities Division
haneyassociates@bellsouth.net _ Copy to:Ms.Berri Howard,Lark Builders berritu'2larkbuilders.com
15 EN224• age l oC Professional Service Indusldes.Inc.•1748 331 Street•Orlando,FL 32839•Phone 407/304-5560•Fax 4071304-5561
FL Engineering Business 3684
PSI APPRUVAL 2015-06-25
160 mph Exp. D - Lapsider Box Save Wood Shed Master Plan-
GENERAL NOT155: DE5IGN PARAMETER5; (HIP-GABLE ROOF)
Lark Builders DESIGN
DESIGN PER ART 7-10,SEISMIC DE51GN PER Aj5r-341-051
1. TH15 STRUCTURE WAS DESIGNED IN ACCORDA14CE WITH THE 2012
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon 5troet I. WIND VELOCITY: I GOMPh
LOADING DESIGNED IN ACCORDANCE WITH THE ASCII-7-10. 2. WIND IMPORTANCE FACTOR. f,O
2. ALL MATERIALS AND LABOR SMALL 5C IN ACCORDANCE!WITH THE 3. WIND EYP05URf: D
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 -4. INT.PRE55URE COEFFICIENT. 0,18-t
TIME Of MANUFACTURE. 5. ENCLOSURE CLASSIFICATION:ENCL05ED
3. WRJTTfN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G, COMPONENTS AND CLADDING:
DIMENSION. Sheet Index -ROOF LOAD(ZONE#t): +25.801-52.68 P5F
4, OUTSIDe OVEPAL--DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE#2); +25.801-74.19 P5F
BUT MEMBER SPACING SMALL NOT EXCEED LIMITS AS INDICATED. S11.01 Cover-General&Design Notes -ROOF LOAD(ZONE#3): +25.80%i 17.19 P5F
5. LUMBER USED FOR CONSTRUCTION SMALL BE AS FOLLOWS:
-WALL LOAD(ZONE#4): +5G.00/-G 1.30 P5F
S1.111 Electrical&General Floor Plan -WALL LOAD(ZONE#5); +57.001-72,00 Pyr T-BX0,n
FLOOP JOIS75- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) SI-21 Skids&Floor Framing Plan -WALL LOAD(ZONE#44,#5): +56.50/-66.70 P5F
2xG 5.Y.P.#2-(12-15%M015TURE CONTENT) CODE REVIEW
2x8 5.Y.P.#2-(12-15%M015TURE CONTENT) S1.31 Skid and Floor Framing Details 7. FLOOR OE51GN LIVE LOAD: 125 P5F Prof..tonal Service Ind-ides
WALL 5TU05- 2X4 5.Y.P.#:-(12-15%MOISTURE CONTENT) 48 3311 Smoot
S1.41 Openings Schedule&Framing 8. FLOOR DESIGN DEAD LOAD: 12 F5F Online.,Florida 32839
Poor RAFTERS 2x4 5.Y.P.# 2 5%MOISTURE CONTENT) 9. ROOF DESIGN LIVE LOAD: 20 P5F Plan RevII-er VAIllarn E N,ary.III
2xG 5.Y.P.#t-(12-15%MOISTURE CONTENT) training&Schedule 10. ROOF DESIGN DEAD LOAD: 5ELF WEIGHT ICC I 5185040
,
COLLAR TIES- 2x4 5.Y.P.#1-(12-15%M015TURE CONTE. 11. WALL DESIGN LOAD: 5 P5F LA S#UG040
WINDOW'511-13. 2x4 5.Y.P.#I-(12-1598 MOISTURE CONTENT) S1.61 Typi12
cal Frame Section Details I FFLMI-79,SMP41
. COMBINATION LOA05: AS PER A5Cf 7-10
C. ALL Of THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S11.71 End Wall Frame Options 13. SEISMIC USE GROUP; B
SNOB.FLOOR JOISTS AND 314*T4G FLOOR SHEATHING 14. BUILDING CATEGORY. I I
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L--30 P.5.F. 5. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
I
& HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND GENERAL NOTE5 CONTINUED. :G. CONSTRUCTION TYPE; V B
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: T_
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32.000 FBI MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 10. EXTERIOR WALL FIRE RATING: 0
YIELD STRENGTH. CORRUGATED ALUMINUM,MASA ALUMINUM,4'LAP 19. DESIGN OVERHANG: 8 INCH
ALUMINUM,5/8-r.T.T 1-1 1 SIDING,VINYL SIDING WITH 20.DE51GN MEETS INTERNATIONAL BUILDING CODE 2012*FLORIDA
O. ROOF SLOPE SMALL BE 3:12 WrIE1,1SHINGLES ARE APPLIED,SEE FEC I
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACrtF,MARDI BOARD,STEEL SIDING AND BUILDING CODE I
POOF5 SHALL MEET MANUFACTURERS RECOMMENDATIONS. 'PLEKO'STUCCO ON 5/5'DENSE GLA55 GOLD. 21.THE CONTRACTORJMANUFACrUREK MUST COMPLY WITH THE
It. ROOF RAPTER5 SMALL HAVE THE SAME SPACING AS THE WALL 21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE FOLLOWING CODES: I
STUDS AND SMALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS 51DE WITHOUT THE USE Of A FEY. 2014 FBC,5th Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SMALL BE 2 114'x 1 1/1 G'ALUMINUM EXTRUDED 2011 NEC
UNDERLAY10ENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT,ALUMINUM
1507.2.8 OF THE F.B.C.20 10 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code Haney Associates,Ina
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3.1-Yd x I G Ga. 23.OPTIONAL DOORS INCLUDE DOUBLE ALUM114UM DOORS, Certificate of Authorization
HAT CHANNEL PURUN5 ARE REQUIRED,WITH A MAX SPACING Of 4' GARAGE DOORS,GO'x 72'ALUMINUM DOOR,32' AND THESE BUILDINGS ARE EXEMPT FROM.THE THE F5C ENERGY No.27124
D.C. 45'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 10 1.5.2
14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPUCAELE SIZE,QUANTITY,AND LOCATION MAY VARY.
LOCAL CODES AND T1115 15 NOT A FOUNDATION DESIGN. 24.PKEMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEMS:
15. BUILDING 15 CLA551FIED AS TYPE 151 (STORAGE) CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE %IN Gy, R. jy
I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ............
IG ALUMINUM.WINDOWS-TYPE.SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE&-0'.5TUD AND RAFTER 2 RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. 9�,`0CEN
SPACING 5MALLBE IG'O.C..Max.FOR ANY WALL HEIGHT pg'
VARY. 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE
17. ALL FASTENERS INTO P.T.WOOL)SMALL BE HOT DIPPED GALVANIZED ABOVE T-O,WAU5 UNDER 7'-0'IN HEIGHT MAY HAVE
FASTENERS. FRAMING SPACED AT 24'O.C.,Max. BUILDING.
16. MANUFACTURER 11,15TAUATION STANDARDS SMALL BE FOLLOWED IN 2G.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED 4. Roof DRAINAGE SMALL COMPLY WITH It.B.C. 1503 AND
F315.G
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FOR EQUIVALENT OR GREATER PRODUCT, 1�C)
FIELD PERFORMANCE CONDITIONS. . s r
27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY NOTE:THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK -
19. THESE STRUCTURES SMALL NOT 13E USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE '6',
INSTALLATION.ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL
W50'(MIN.)DOOR. JURISDICTION APPROVAL.
HAZARDOUS MATERIAL. 400.ajJ.-)MUST HAVE ATLEA5T(1)32
fit I I
These plans were designed in accordance with: Sheet
. : Lapsider Box Eave Master PI Project No. I Number:
2014 FBC,51"Edition
Plan Dmigned By:
Han Associates, Inc. 2011 NEC Lark Builders O.R.H.
Planning :
Engineering&Construction
2014 Florida Fire Prevention Code 409 Dixon Street d By-* Date:
S1 .0
M 11-348'sli mot,s.Q)9"2.ph.864�1&7600 For Wind Speed 160 mph,Exposure 0
: Vidalia,GA 30474 02P-7/13
------- Checke1 o178
PSI APPROVAL 2015-06-25
ELECTRICAL NOTF-5:
I WHEN AIR CONDITIONING 15 IN5TALLED IN TH15 BUILDING,IT SHALL BE
THE RE5PON5IBiuTY OF THE HVAC CONTKACi-OR AND=CTRJCAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UN1T(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONOUrr FOR LIGHT FIXTURE51.
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.,CO'MAX.WIDTH
015TRJBUTION PANEL. AND QUANTITY MAY VARY 24' BY G-&HEIGHT DOOR,
4. EQUIPMENT GROUND BAR IN MAIN DJ5TiPJ5UTION PANEL 15 TO BE AND ARE OPTIONAL, 51 MAX. i,MAX I. LOCATION MAY VARY.
GROUNDED TO MINIMUM t 0`-O'COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL
5, ALL CONDUIT TERMINATION'S OF I*OR LARGER ARE TO HAVE PLASTIC -----------
INSULATED BUSHINGS.
G, ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 2x4 5.YP.#2 WALL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST
ESTUDS W/S.Y.P.
EDITIONS.
#2-2x4 501E PLATE
7. HVAC EQUIPMENT 5NAU.BE PROVIDED WITH READILY ACCE55113LE -\—P T 314'T4G
I
WED.A UNIT SWITCH o' Ta 015CONNECT5 ADJACENT TO THE EQUIPMENT BE? FLOOR 5HEATHING _ i
WITH A MARKED'Off'PO51TION THAT 15 FART OF ME HVAC ;I.'.SEE VARIOUS END 0
EQUIPMENT 5HALL BE PERMITTED AS THE 015CONNECTING MEANS O !I WALL FRAMING 5EE VARIOUS END WALL;
CODE REVIEW
FRAMING 5ECTION5 FOR: -1�
ONLY WHERE OTHER 05CONNEcTING MEANS ARE AL50 PROVIDED 13Y 5tCTION5 FOR WALL P-1-sional Service Irmiustd"
A READILY ACCESSIBLE CIRCUIT BREAKER. WALL AND DOOR FRAMING.. Z
5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING z I AND WINDOW FRAMING. 0 1748 33rd Sir.0
Orlando,Florida32839
E
RATING Of THE MAIN <BREAKER MUST BE DESIGNED AND VERIFIED AS 0 Fun Revir.William e.Neary ut
Icc g Sli:5046
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL > LA*U00406
ELECTRICAL CONSULTANT. FLSMR9,SMP4I
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL D15CONNECT5,OVER CURRENT DEVICES.PANELS,
s-
GROUNDING,ETC.)15 DESIGNED BY OTHERS,517E INSTALLED, U ---------------J!
5UBJECT TO LOCAL JUPJ50ICTION APPROVAL. •
10, ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO W MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS 5FT PORTh IN THE NfPA
EACH UNIT FIELD BY G'-8"HEIGHT DOOR,
70.NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. 14'-0*or G'-O"
11. ALL ELECTRICAL OUTLETS SHALL BE GfCI IN ACCORDANCE WITH
EXISTING POWER Optional Ford(
ARTICLE 121 0,6(A)(2)NEC-08, SOURCE TO UNIT
50-0'MAXIMUM 13UILDING LENGTH
Electrical Symbol Key I Haney Associaim Inc.
NOTES: f Certificate of Authorization
GFCI Duplex Receptacle 120V 10 •A ELECTRICAL EQUIPMENT 5NOWN 15 OPTIONAL AND LOCATION5 MAY VARY. No.27124
•ALL
WITH WALL HEIGHTS GREATER THAN 7'-O'SHALL HAVE WALL
Incandescent Light w/(I)-60w Bulb FRAMING 5FACZ0 AT I G*O.C,,MAX.
jy
Junction Box C Em
T)Eical Floor Plan C)...
d,
$ No. 64Switch SCALE: 1/4*-1-0*
WP Weatherproof ST E
R1
$R ;Switch w/Receptacle Outlet 120v 10
T testi plans
were designedinaccoran ancewith;
Associates,
2014 FRC,511 Edition Lapsider Box Eave Master Plan 1;Designed By: Project NO. Sheet Number:
Han Ass S' InC- 2011 NEC I O.R.H, 32PN224-
Lark Builders 160-D SWW 1
Engineering&Construction Planning 1 2014 Florida Fire Prevention Code I - I ! ! i
409 Dixon Street S1 .1
P.O.M..34b.St.b1ii,S.C.19682. For Wind Speed 160 mph,Exposure D Checked By- Date:
Vidalia,GA 30474
C.L.A. 02I27/13 12 of 8
PSI APPROVAL 2015-06-25
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR JOIST SIZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
Widthl Joist Size&Spacing 1,A 1` B Widthi Joist size&spacing A I B
6,-0, 2x4ls @ 16"O.C.,Max. :15"i 42" 6'-0' 2x4's @ 16"O.C..Max. 12"124"
W-O" 2x6's @ 16"O.C.,Max. 18" -0 2x6's @ 16"O.C.,Max. I
101-011i 2x6's @ 16"O-C.,Max. j-jF,1'j;F 10'-0" 24's @ 16"O.C.,Max. i 20"140" SEE SCHEDULE FOR J015T SIZE
2x6's @ 16"O.C.,Max. 24"'1 84" 11'-0" 24's @ 16"O.C.,Max. 122-i 44'
11`-8"1 2x6's @ 16"O.C.,Max28" 84" 11'-8" 2x6's @ 16"O.C.,Max. 124"146"
.
1
13'-0"i 2x8's @ 16"O.C.,Max. 36" 84" I3'-13" W's @ 16"O.C.,Max. 126"1_52L 'B'
...........
2xWs @ 16'0.C.,Max.
1T-8" 5"O.C.,Max, 128"154"
NOTE5: In o" ic
•FASTENERS WILL MEM THE MINIMUM PfOUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTHOn
UNDER rBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OThERVA5F SPECIFIED.
•ALL 5rJD5 ARE P.T,-4xG 5.Y.F.92 OR(2)-P.T.-2.6 5.Y.F.#2
•G'-O-WIDE UNITS MAY USE 2x4 S.Y.P.#3 JOL5T5 1 CODE REVIEW:pror—l-ridService'ado.,as
•ALL JOISTS ARE TO BE F.T.-5.Y.P.#2 1 1748 33rd 5tre.9
P.T.SIDE RAIL TO MATCH P.T.-- 510E RAIL TO MATCH Orlando,Florida3203922
JOIST SIZE.SEE FRAMING JOIST SIZE,SEE FRAMING Ran Ram—Wit. E.N_ry'III
/-5CHFOULE FOR SIZES. SCHEDULE FOR SIZES. ICC VSIBS040 i
LAIU 1111
FL SMM79,SMP41
dHHHd
SEE SCHEDULE FOR J015T SIZE
SEE SCHEDULE FOR JOIST SIZE
T Hancy Associates,Inc.
Ceafficaac,of Authorization
No.27124
ETF
III IL /11 11 1 1 [L 1
mHH-
Gy- R. /y.
GEN
P.T.-,IxG 5.Y.P.#2 or P.T.4xG 5.Y.r.#2 or z
4'-0'or G'-O' 4'-Oorr'-O*
(2)-P.T,-2xG 5.Y.F.F2 5FJD5 ch Z' 58
(2)-F.T-24 S.Y.P. SKIDS Nio. 615�1��
'I opt.onal I Optional Por
-0'
59-01 MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH
ST'TE
Typical 2 5kid Floor fralruncl Plan Ty ....... .e�
Typical 3 Skid floor Framing Plan
SCALE: 114'=1'-0' SCALE: 1/4'=I'-0" �ONAI-
These plans were designed in accordance with; Lapsider Box Eave Master Plan Dwiped By. Froicct No. IIISheet Number:
2014 FBC,511,Edition 12EN224-
Haney Associates, Inc 2011 NEC Lark Builders 160-D SWW
r-ngineering&constirnetion Planning
2014 Florida Fire Prerention Code 409 Dixon Street S1 .2
30,111.bfil'.s.r-29682. Checked By: D"".
For Wind Speed 160 mph,Exposure,b
Vidalia,GA 30474 C.L.A. or 7111
3 of!
PSI APPROVAL 2015-06-25
I Aip--'ET-f
2X4 5.Y.P.q2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2X4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE SKIDS MAY 5E P.T.-AxG 5.Y.P.
2 OR(2) -P.T. 5.Y.P.#2 -2x4 S.Y.P.#2 SOLE PLATE,
FOR J015T 512
LAGS AT 15'D.C.,Max. FOR JOIST AND BAND 512E
-3(OK-1 P
CONTINOU5 Wf S/I G'x4' SEE FRAMING SCHEDULE
(2)SIMPSON H
EQUAL)CUPS AT EACH T,-N4'T4G FLOOR P.T.3/4'TAG FLOOR
STUD,ONE EACH SIDE SHEATHING SHEATHING
Of 50LE PLATE
5ENCO K26(OR EQUAU,-Y 40TCH SKIDS IY2-X I&
NAILS AT 12'O.C.,ROWS FOR EACH FLOOR J0157
SHALL BE 1.5*FROM EDGE,
STAGGER ROWS G"FOR 2x4 S.Y.P.#2
w/
(2)-f'.T.-S.Y.P.-2.G*s SKIDS. 2�BLOCKING BETWEEN 20,ja.UPLIFT STRAP 50LE PLATE (4)-0.131x2.25'N.45
WITHIN PATTERN TmIN G*
OF EACH ENO Of SKID 2x4 BLOCKING A" ��5rff)5.FASTEN TO END EACH END,MINIMUM
1. .101517W(M-0.1201�3*
SPD5,FASTEN W/ OPTION"A7 =P ;.infonuzatio
(2)-O.I20!x3'NAILS AT
SIDE.STAGGERED.
-.'\WALL STUD TifDOWN DETAIL
I2'O.C..STAGGERED. /
3a
I \5KI04FLOOF FRAMING DETAIL 2\END J4._TkMING DETAIL Y —
'LYD�i CODE REVIEW
prof..Iona Service Ifid..M..
1748 33rd Street
I Od-do,Fi.,id.32839
'plan Reviewer.WWI-E.N-Y,III
1 ICC4 5195DAD
LA.uGM6
FL S1111-79,SIAP-51
SKIDS MAY BE P.T.-4xG 5.Y'P
#2 OF(2)-P.T.-PxG 5.Y.P.02
2x4 5.Y.P.#2 WALL STUDS i
SEE PLAN VIEW FOR SPACING
ATTACH SOLE PLATE
2'LAP SPLICE FASTENED
TO SKID FRAME WITH
SEE FRAMING SCHEDULE WI(Q-51IG'.4'LAGS
FOR J015T AND BAND 512E 511 G.4'LAG SCREW F.T.-4xG 5.Y.F. (OUTER FACE).(3)-S/1 Gx4*
R
T
9'
AT 16"O.C..VAX.
#2 SKIDS LAGS(INNER FACE),(9)LAG
P.T.3/4*T4G FLOOR ATTACH J015T TO SKID WITH SCREWS TOTAL.
SHEATHING 5116x4'LAG SCREW OR(2)
Haney Zsociatm Inc.
51MP50N H-3(OR EQUAL)AT • • ar6ficaLe of-Authorization
EACH END OF J015T,SEENO 271
3-G5PLICE PLATE ON 3 of . 24
FRAMING SCHEDULE FOR SIZE
4 SIDES OF JOINT,I-A51_
(2)-P.T-24 EACH PLATE W1(5)-59NCO
2x4 S.Y.P. 2 2)SIMPSON h-3(OR NOTE.ATTACH END JOISTS TO SKJD WITH(2)-5/1 G'x4' 5.Y.P.#2 SKIDS K28(OR EQUAL)NAILS R. ly'tr�
EQUAL)CUPS AT EACH ...........
1— -0.131.4-GUN NAJL51 AND A I EACH SIDE. CEN
LAG 5CKEW5 OF(4)
SOLE PLATE STUD,ONE EACH SIM 50N h-3(OF EQUAL)AT EACH FWD OFUO-15T�
OF SOLE PLATE b..
1 S Z' No. S58
OPTIONTYPICAL SKID TO
/1-4 IVIO15T CONNECTION DETAIL 5 NZII_C_AL 5rt0 5PUCING DETAIL
36 WALL STUD TIEDOWN DETAIL 5CALE,314
fit
-^--'�W- ^^- - i These pions were designed in
-�c c®rd6nce
r Plan D�ign.d By:
2014 FBC,511,Edition
Lapsider Box Eave Master
i I O.R.H.Han y Associates, Inc
011 NEC LarkEluilders 160-D SWW
Engineering&Construction Planning 2014 Florida Fire Prevention Code
r.o.s.%34s.sb 409 Dixon Street Ch=kd 8 Datm S1 .3
For Wind Speed 160 mph,Exposure o r-
Vidalia,GA 30474 CI-A.
02f27/13
PSI APPROVAL 2015-06-25
��A rovaiSiamps:-__j•
4.5 42"Max.
Md.
I:Aax. GO'Mast.
75.5'Mar. 't
I
it
i
- ---- '-----'--- --•'--' - _
SEE 5ChEOULE BELOW FOR ALL
OPENING REQUIREMENTS. j
50-0"MAXIMUM BUILDING LENGTH ? fpr InfannMion
IP=S..To$uild On
Typical Side Walt Openmg5 Framing
SCALE:114'=1'-0' CODE REWEW
e-Protesstwtat Service tndusvies
174873rd Street j
Orlando,Florida 32839 I
Plan Reviexee VAN—F_Keary.M
WALL,OPENINGS FRAMING SCHEDULE ICC s5YB7G
LA 6uee60
i FL SMI-T9,SMPZ, t
Max. Header/Sill Header Fasteners? Silt Fasteners (King/Jack! Option A:Stud to Band Joist !Option B:Stud to! Option A: Option B: i
Opening Type (Each End) (Each End) Studs ( Strapping&Nails(each end) I Band Joist Clips Anchor Lags Anchor Lags
14.5" ( 1/1 (4)-16d Nails ' (3)-16d Nails I 1!0 _ No Strap Required,Nail Per FBC&IBC I See Option A. (N—/A) IN!A)--
22.5" I 1/1 _ (5)-16d Nails (3)-16d Nails �- 1/0 i No Strap Required,Nail Per FBC&IBC See Option A { (N/A) (N t A)
_30.5" 62/1 (7)-16d Nails i (4)-16d Nails i 1/0 _�No Strap Required,Nail Per FBC&IBC I-I See Optlon A IN/A)
IN/A) !
42" 2/1 j
(B)-16d Nails (5)-16d Nails 1/1 (2)-20ga,w/(5)-0.131x2.25"Nails 1�--(-2)Simpson H 3 5 5 I I
_60" L_ 2/2 (10)-i 6d Nails (7)-16d Nails ! 1/1 i (2)-20ga,w/(5)-0.131x2.25"Naiis i l2)Simpson H-3 7 5 -
63" ! 312 (10)-16d Nails (9~i6d Nails i 2/1 i (3}20ga.w!(7}0.131x2.25"Nails (3)� Simpson H-3 L^- g�—g IlaneyAw-imm,Inc.
75.5" ' 3 (13)-i6d Nails (N/A) I 2!1 ( (3}20ga.w/(?)0.131x2.25"Nails i (3)Simpson H-3 10 7 =xo 27i2aadzatian
96" 3 J (13)-16d Nails IN/A) 2/1 (3}20ga.w/(9)-0.131�L2.25"Nails (3)Simpson H-3 11 12
~ i`,1t 14111f Ittt
NOTES: i ¢- 4
\GK•R. Hq
� tt't
.ALL HEADERS AND BILLS SHALL BE CONSTRUCTED FROM 5.Y.P.#I 1 t J '10EN - 2
•5TRAP5,CLIPS AND AtdChORING LAGS STATED ARE FOR EACH 51DE OF OPENINGS .i.'�'`�; ��,i� ��� ''�IRX:
•STRAPPING MAY WRAP BAND JOIST IF NEEDED TO IN5TALL REQUIRED#OF FASTENERS p t 58 ,
'.
•ANCHORING LAGS SHALL 8E)'FROM STUD AND SPACED 1'O.C.CENTERED ON BAND JOIST
.REFER TO CUP MANUFACTURER FOR CUP FASTENING REQUIREMENT5 (I)-2x4 5.Y.P.#I (2)-2x4 S.Y.F.#i a1 112'PLYWOOD (2)-2xG S.Y.P.#)var
•5IMP50N C51 G STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL 5rACER or(I)-4x,4 5.Y.P,#I U2'PLYWOOO SPACER ! p STATE OF
OPENINGS 42'OR GREATER•STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON '�(t'' :�LOL2t0?:r'Cy�=: }
OPENMG5 GO'OR GREATER header/511 Type I Header/511 Type 2 header/511 Type 3 I '',i5'S/
SCALE: 1.5'=1'-0' SCALE: 1.5'=1'-O" SCALE: 1.5'=ID' } tttt OVAL iJ,\'` I
�_. `—J--- --- --� -- —�— i r-These plans we're designed in accordance wit : I ---- a er
i h ~� I Lapsider Box Eave Master Plan D� �s. Pra)°atm. SheetNumbert
2014 FBC,5 Edition 1 ° y 12)•'A1224- !
--�, Haney Associates Inc. j i 2011 NEC j , Lark Builders O 160-DSww
Engineering•3c Construction Planning 3 2014 Florida Fire Prevention Gale t I
409 Dixon Street y �a Date. } »4 ?
1•.O.B•xYlR Sia F4le,Sa.lYa81-eh•ar.94aS16Tw0 , I ( i
For Wind Speed 160 mph,Exposure D , P 3" -
I Vidalia,GA 30474 1 C.LA. 02/27/13 1
5 of$ .—
PSI APPROVAL 2015-06-25
tamps:
ROOF FRAMING SCHEDULE
5CHEDULE AND K001'FRAMING NOTE5:
Wall Framing at 24"o.c., Max. Wall Framing at 16"o.c., Max.
BUILDINGS WITH,WALL HEIGHTS GREATER THAN 7'-0'5HALL HAVE WALL AND ROOF FRAMING SPACED
Required# AT I G'O,C..MAX.
Width Rafter Size Width! Rafter Size ROOF FRAMING 511ALL 13C 5FACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD
lof Strap Nails !of Strap Nails TPAN5FfK AND STRAPPING.
S.Y.P.#1-2x4's 7' .6—(ea.—end) 6'-0" 1 S.Y.P.#1-2x4's 6(ea.end) •RAFTER TO 5TUD STRAPPING SHALL BE 20F.a.x I Ya'WIDE AND FA5TENED WITH 0,131x2.25'NAILS,
- _J. -ROOF DRAINAGE 5hAU.COMPLY WITH F.D. 20101503AND P,318.G
8'-0"_ S.Y.P.#1-2x4ls 7(ea.end) 8'-T S.Y.P.#1-2x4's 1-5(ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE
FRAMING
5.Y.P.#1-2X4'5 9(ea.end) 10'-o" S.Y.P.-ji-_2x4's 6(ea.end) FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET
j
11'0"' S.Y.P.#1_2x6's 10(ea.end) 7-_1.____1
11-0"I S.Y.P_#11-2xit's j 8(ea.end) FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWI5E SPECIFIED.
11=8'� S.Y.P.#1-_2x6's 10(ea.end) 11'-8'I S-Y.P.0-2xil's 176_(ea.en )_
113'-0'I S.Y.P.#1 2x6's 11(ea.end) 13'-0"1 S.Y.P.#1-2x6's 8(ea.end)
113'-B*! S.Y.P.#1 24s 1 12(ea.end) I3'-11" S.—Y.-P.—#I-Ms i 9(ea.end)
=pWInfonnallon
JoBuiLd0n
4'-Gor G'-CP
CODE REVIEW
Optionor Porch Pre 1.1.1 Sallee lad.Stda.
1748 33,d Street
----- --- nando,Florida 32829
Pj_R..VAIII..I-1*.ry.III
$cc#etDS040
LA L 00406
FL SMI-79,sAIPZI
SEE SCHEDULE FOR RAFTER 512E
O
RIDGE
62
Nancy;;�y staciatc;,lac.
Certificate,of Authorization
P.T.-4x4 S.Y.P.#2 BEAMS
NO.27124
UNDER WALL TOP PLATE TO
ALLOW TOP PLATE TORUN
CONT(NUO5 FOR RAFTERR_
BEARING.(PORCHES) .
50'-0*MAXIMUM BUILDING LENGTH
9, .....
CEN...
j_-D.
Typical Roof framing Flan STATE 0
SCALE: 174'=1'-0'
4ID
0RI
__ rrr4rtttt`
T — Qns7WWe 9�GCN III:-rcGrIce.itg:
2014 FBC,5-Edition Lapsider Box Eave Master Plan D.1pod By: Project No. SheR_N.Rb�r.
Han Associate 12EN224-
s enc. 12011 NEC 160-D SWW
i Lark Builders
Engineering •
&Construction Planning 12014 Florida Fire Prevention Code
P.O.3ax 341,S�AIU.S.C29682-Pb.�46-7"Q 409 Dixon Street S1 .5 j
For Wind Speed 160 mph,Exposure 1) Checked By. Date-
Vidalia,GA 30474 C.L.A. 021271i3
6 of 8
PSI APPROVAL 2015-06-25
r Approval Sta_mps:... �
2 112'x 1/2'CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4
ROOF PANELS FASTENED BEAM W/(2)0.131 x 3.25'GUNNAIL AT G'O.C.
HAT CHANNELS AT 24' WITH 1/4'-14 x 5/4'HWH
O.C.,MAX.FASTEN TRAM I AT 8'O.C. 110
TO EVERY RAFTER w/ ( SEE ROOF FRAMING P.T.4x4 BEAMS I
LONG GUN NAILS - - _ SCHEDULE FOR RAFTERS NOTCHED AND AND
_ (2)H-3 CLIPS AT FASTENED TOGEHTER !
r _ ____,1 EACH CORNER WITH(4)-0.131 x 3.25'
---------1 -
! ATTACH TOP PLATE TO STUDS GUN NAIL5
® w/(2)-O.13 1 x3.25'GUN NAILS, i
ATTACH TOP PLATE TO RAFTER 4x4 AT EACH 1
04SEE ROOF FRAMING PLATE w/5/1 653'LAG SCREWS CORNER cur
p K SCHEDULE FOR STRAPPING AT 18'O.G.,Max. DOWN TO P.T.4x4 AT
O REQUIREMENTS SUPPORT BEAMS EACH CORNER
Ul 2x4 5YP p 1 STUDS AT 16' 1
a t OR 24'O.C.
La p (2)H-3 CUPS AT
SEE 51.2 FOR SKID 2 1/2'.I/2' CORRUGATED 3'x 5'STEEL NAIL'MITEK ;
AND FLOOR FRAMING PANELS(FASTENED WI N8 x EACH CORNER OR'ALPINe PLATES,(2) Inf—talion
PER P05T ! N�� uBuild On
I&WOOD SCREW AT G' I
O.C.(OR EQUAL) i ���4 x.•ao I
•-_,_._— —_Ul rl _ CODE REVIEW
Professional Somice Industries
I- VARIES.G-Or to 13'-8' 1 174833rd street
4'-0'or G'-O' ` Orlando,Flodda 77039
Plan R,0—ir.Wllllam E 1.4ary,N
j Icc 05105040
Typical frame 5ection LAOU00406
SCALE: 1/4'=1'-0' Typical Porch Option frame
•, FL SMI-79,SMP_51
SCALE: 1/2'-V-Or
5IMP50N H-3 1
HAT CHANNELS AT 24'O.C..MAX. 2x4 COLLAR TIES ____ —_ OR EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- -~_ I Gd NAILS AT = EACH RAPT ER.
0.131-x 2Y4 LONG GUN NAILS SEE ROOF FRAMING TAPERED 2x6
= - SCHEDULE FOR RAFTERS
ATTACH TOP PLATE TO
.- I ---- '
/'�-• -__ - - 51MP50N H-3 OR STUDS w/0-0.1.3 1 x3.25' ;
EQUAL AT EACH GUN NAILS,ATTACH TOP Haney Associates,Inc. j
RAFTER ATTACH FASCIA
_ PLATE TO RAFTER PLATE w/ Cutiricate of Authorization
TO RAFTERS w/
5/1 G.3'LAG SCREWS AT No.27724 i
18'O.C.,Max. (2)-0.131x3.25' \
3'.5'STEEL NAIL'MITEP OR'ALPINE' GUN N.AL5
PLATES EACH SIDE OF A55EMBLY I Gd NAILS AT t TAPERED S.P.F. R. I�zip
EMBEDDED hYDRAUUCALLY OR BY I G'O.C.,Max. No.2-2x6 { \ .I
ROLLER PRE55.TYPICAL OQ�'��CEEj/NSF'.�(K`�
4'-0'Min.2x4-S.Y.P.#I COLLAR TIE I x4 WITH 16d NAILS CONT.2x6,NAIL 70 N
AT I G'O.C.,Max. EACH TAPERED 2x6
w/(2)-16d NAILS 3N OVERHANG OPTION DETAIL
I. : 4•-I'-0' �� STATE F
O
2 OVERHANG OPTION DETAIL I F` •FL 0RIOP.••
I RIDGE COLLAR TIE DETAIL S•'••NA•• �G
I. 5rxe:3/4•-ra I 'xs/ONALt
These plans were designed in accordance with: LapSlder BOX Eave Master Plan 1I Designed By. Ncj"ENo. i 'i Sheet Number:
r= 2014 FBC,51h Edition i I I O.RIi 60-D 4-
=FH Haney Associate, TIlC. i 2011 NEC I Lark Builders ± 160-D SN 1V, I �� i
=�
!� Engineering ase Construction Planning I I 12014 Florida Fire Prevention Code j 409 Dixon Street I I .
` � !Checked By: Date: I I
P.O.5"us,sl.nes sc 29sez-en.aeeeaa+s•1a0a ; I per Wind Speed 160 mph,Exposure D { C.LA. 0227/13 , I 7 Of—$ --
f Vidalia,GA 30474
PSI APPROVAL 2015-06-25
Approval Stamps: _I
GABLE END TRU55 3'.5'5TEEL IDE OF L'MrTEK!ORA PINE GABLE END TRUSS --""—"—"----
- EMBEDDED HYDRAULICALLY OR BY _ -
- ROLLER PRESS.TYPICAL - !
_ j
2x4 5YP#I STUDS 2x4 5YP#I STUDS
AT I G'OR 24'O.C. I 20ga.T-WALL BRACING STRAPS ON AT 16'OR 24'O.C. 1 1
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0.13 IN 2}'.i LONG
ATTACH WALL SECTIONS GUN NAILS OR#8x 2 A'LONG Max. ATTACH WALL SEC REWS
5 i
w/5!1 G'x3'LAG 5CREW5 SCREWS AT EACH MEMBER
w/511 6"x3'LAG SCREI
AT 18'O.C.,Max. CROSSING. AT 16 O.C.,Max. 1
1
SEE 51.2 FOR 5rJD AND FLOOR
VARIES.G'-O'to 13'-8' FRAMING VARIE5,G'-O•to 13'-8' ,,,�._,,,,•
-To Build
I
End Wall Framlng Option I CODE REVIEW
End Wall Framing Option P,oraara+alsBrvroBmdB:vms '
SCALE: 1/4'=1'-0' SCALP: 1/4'=i'-0' 1174873rd Streot
Odaodo,Pforlda 37879
Plan fle.•r..MO..E.Ne y,111
i ICCs 5185060
3"x 5'STEEL NAIL WITEK'OR'ALPINE' u 9000406
GABLE END M55 PLATES EACH 51DE OF ASSEMBLY GABLE END TRU55 FL 5611.79,S61P51
EMBEDDED HYDRAULICALLY OR BY -
_ ROLLER PRESS.TYPICAL
2x4 5YP#15TUD52x4 5YP#I STUDS
AT I G'OR 24'O.C. +I 20 a.T-WALL BRIXAERICING 5TRAP5 ON AT I G'OR 24'O.C.
9G'Max. INTERIOR AND TOR OF WALL, G3'Max.
g I FASTEN WITH(2)-0.131'z 2Y'LONGI Haney Associates,Inc. I
ATTACH WALL 5ECnON5 `� GUN NA1L5 OP,#8.2}'4 LONG ATTACH WALL 5ECTION5 Certificate of Authorization i111
w/511 G'x3'LAG 5CREW5 Cr SCREWS AT EACH MEMBER O w/511 G'x3'LAG 5CPPEWS No.27124 1
AT 15'O.C.,Max. j. CROSSING. AT 18'O.C.•Max. R.
i--
� `61111111//r7 --i•
CEN
SEE 51.2 FOR SKID AND FLOOR
VARIES,G'-O"to 13'-8' FRAMING VARIES.G'-O'to 13'-5'
STATE 0
End Wall Framtnq Option End Wall Framing Option a
SCALE: I/4'=1'-0' tC
SCALE: 1/a=I'-o �"'S;S7ONAt �c.G�`
rr+unit``
These plans were designed in accordance with: I'rojec[No. I Sheet Number:
2014 FBC,5*1 Edition Lapsider Box Eave Master Plan I IDesigR. By: 12EN224-
-` Ilalne 7 Associates, Inc. I ! 2011 NEC Lark Builders
O.R.H. 160-DSWW l '.
T IT i
Engineering 8e Construction Planning ` 2014 Florida Fire Prevention Code I I 409 Dixon Street '
I I Checked By: Dat.: i o I
`:.....' PA.B.,3M,Sfa bvk,S.C]98S1-ft.—abl-[lL7604 I For Wind Speed 160 mph,Exposure D I
Vidalia,GA 30474 c.ta LY1P7n3
I � I 8of8 '
IA •
1.ANCHOR SPACWO IS DESIGNED AS PER ASCE-7.
2.ALL,MFJSUREMETrtS ME CENTER-TO-CENTER. '
3, DE-COVVN STRAPS TO BE i z 0.638 GALVANIZED STEEL FEDERAL
SPECIFICATIONS 005-781-H, -1,PI -B,GRAVE-1. TIE-DOWN
STRAPS AND CONNECTING HARDWARE
TO HAVE 4,728 I.B.MINIMUM rX-�yv
ULTIMATE CAPACfiY(3,180 L8.x i.8). ($M Nom) {i}24 TTP 1) .6 ON d'MG[oR U'SS.
A.ALL EARTH ANCHORS SHALL NAVE A MINIMUM 4,300 LB. CAPACITY. 3 2W oR(i) =6 F.T.3W/2 m03
R EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 18'FROM END [19E(CAN BE SET ON GROUND),
LE
(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2A.S,C DEPENDING WN tM-00SOW BOLTED TO TYPE TYPE 1
ON SHED WIDTH.WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED 3 ANCH W1TH i/2'ORATE e 30'
CONCRETE ENDS. BOLT TN=WrIX WASHERS FOR
DRIVE ANCHOR
B.CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A.B,C DEPENDING ON FOR RO4X/�R4i.
SHED MOTH,WIND SPEED.AND EXPOSURE 1/1',3"(4ao LD.)COFIOTER �_
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COVER(DISTANCE FROM RODCX ANCHOR W0'M U-`HANNEL
ANCHOR TO EDGE OF CONCRETE). rp, '
8.MINIMUM SOIL SEARING CAPACTFY IS 2,000 PSP{TVP.)
9 CONCRETE
COWUNcn
PRROOVIIDEDCVAT T EANHOS AND&WE CRETE ANCHORS
SPACING 5 FOLLLOWEDNFOR EACH ON 4�
ANCHOR TYPE TYPICAL AM
TIE-OORM SSRAP BOLTED TNMJT i {w eT}/i ON 8`WR7E OR tE;3.
OE-GOWN STRAP BOLTED THRU FLOOR JOIST Nifty t/1'OMOE S t)
1 SKIDS
FLOOR JOIST WRN]li'CRADC 8 BOLT YINIYuY WRN WISHLRS AL�E SAN U SET ON ORO4ND)L
.IT ASTM V WIM WA4HERS TSC-DORM STRW SELYSI
Ta-DOWN SO+NN7{HBO�LJTEiD�TOOFTKmp *am(S)IDOa1J'•w
lla�1/1.1.7'(400 LBJ CONCRETE 3 M Y IiffH WASHERS
WeoOT[ AHCMOR WON WASHER BOLT 4NI U
/`1 t ) xS/e'.30'FaTH ANCH AUGER SMEOS4EIN1 iTP:4
WffH U-aCKA Et
(TYPE S) ORNe SRC RmjCO4.
�'CONCRC}C
♦'CONCRETE
TE-00WN STRAP SOLTEB T
FLOOR JOIST f/2'GRAD
1 aM S17 u dl e'WE OR L[SS. BOLT Y WITH WASH
1/W'd' 400 LB. CONCRETE 7:i SWF PLATE 141 AIXY 2+6 04
(1)4.6 P.T.STP f2 SKINS
*foot:ANCHOR WH2-WAMOR SUBMIT WOOD OR P.T.) TE-TPNH SOiN 'ul ELSEICAN d[SLT ON ORWMBj.
,.y
____A {SEC HORS} 5/6•■ EARTH ANO
._ —{.' 40'WITH LTE HWM AuGem 31
�_-._• ' —IY Tlz'.3•{4O0 tB.}CONCRETE FOR SONCur,WffeE 31
WCMR!ANWf011 WfM 2'WASHER FOR ROCK/C0
Le CONCRETE
TIE-DOWN STRAP BOLTED TO (i 4si f2 ON 6'WIDE OR LESS. TIE-GOWN SIR
ROUNDANCypR / (:)2M OR(1)1.s F.T.SYP f2 SWIQS (SEE NOR
1/YUP (400 LB.)CDNCR[R 2=4 SOLE PLATE(NATLvaAUY GGRAM S BOLT YNIYUM 1YfM ALA EL-" BE SEF ON GROUND).
DSRTABLE WOOD OR P.T.) WASHFA3.ALSO CONTNUOUS ARD nE-EgW4 RRA. BOLICO T
WfnOE
ANCHOR WON Y WASHER ATTACHED To 0ROUNO ANCHOR
ON
OPPOSTI[S10[ ROS 6oLUND NiCN
_A� 011 WiM 1/Y GRM
__ T 1WIYUY WRMI'RA1HOt
. :r_ S/S'.30'CMTH ANCHORS .r 5/8'•30'GVTM ANCHOI
AUGOI SittL FOR S!0OlS�//CUY, N1TXP SttLL sOR SSOoM1M1//W"f
ORM1X SME FDW ROCIi/CORK CldV[SME FL11 AOCiT/COd
f 4 OPTIONAL RONFORCED
�EOOAKWETE
FOUlSYT10i1
4'CONCR[le
TIE-DOWN DETAILS