HomeMy WebLinkAboutProduct Approval hzfonnation Haney Associates Inc.
ee ns ling-Te On Y
Engineering•Consulting•Testing i Engineering&Construction Planning
f
June 25,2015
F.L.Certificate of Authorization No.27124
Mr.Jim Richmond P.O.BOX 348•SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300
Florida Department of Business and Professional Regulation
EMAIL:haneyassociates@bellsouth.net
Manufactured Building Program
1940 North Monroe Street Orrick R.Haney,P.E.
Suite 90A
President
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 Undate
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)
2014 FBC,51h Edition 1748 33rd Street
2011 NEC Orlando,FL 32839
2014 Florida Fire Prevention Code
Project: LARK BUILDERS MASTER DESIGNS
These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC)
'rr, 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. Asselnent:
All mandatory comments have been satisfied and plans are approved for construction by a The plans on file with the state previously approved by the Florida Manufactured Building
modular building manufacturer that is currently approved by the Department of Business Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014
and Professional Regulations. 5`h Edition.
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 mitted, a 160 mph Exp.D—Vaulted Ceiling Wood Shed Master
j1 • 160 mph—Double Wide Wood Shed Master
i�f l Za' • 160 mph—Metal Double Wide Shed Master
• 160 mph—Metal Lapsider Box Eave Shed Master
Department Manager P
William E.Nea Ile 165D/175C—Metal Lapsider Box Eave Shed Master
Modular Facilities Division
Copy to:Ms.Berri Howard,Lark Builders berri a-larkbuilders.cotn haneyassociatcs@bdlsouth.net
Professional Service Industries.Inc..1748 331"Street•Orlando,FL 32839•Phone 4071304-5560•Fax 4071304-5561 15EN224 - Page 1 ore
FL Engineering Business 3684
PSI APPROVAL 2015-06-25
0
160 mph Exp. D - Lapsider Sox Eave Wood Shed Master Plan App�mvalSLampS: '
GENERAL NOTES: Lark Builders DE51GN PARAMETERS: (HIP-GABLE ROOf)
(WIND DE51GN PER A5CE 7-I O.SEISMIC DESIGN PER AI5C 341-05)
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2012
IBC BUILDING ODE AND THE FLORIDA 8UILDITJ6 CODE.WIND 409 Dixon Street I. WIND VELOCITY: 1 Gomph
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7-10. 2. WIND IMPORTANCE FACTOR 1.0
2 ALL ABOVE CODES D A OTHER APPLICABLE LOCAL ODES AT THE Vidalia, GA 30474 4. INTAND LABOR SHALL 13E IN ACCORDANCE WITH THE 3. .PPE55URE COEFFICIENT: 0.18;t
TIME OF MANUFACTURE. S. ENCL05URF CLA551FICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHA TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. - Sheet Index -R00F LOAD(ZONE a 1): +25.80/-52.68 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN UMIT5 SHOWN -ROOF LOAD(ZONE @2): +25.80%74.19 P5F
BUT MEMBER SPACING SHA NOT EXCEED LIMITS AS INDICATED. S1.0 Cover-General&Design Notes -ROOF LOAD(ZONE/3): +25.801-117.19 P5F c, Info
5. LUMBER USED FOR CONSTRUCTION SHA 0/
BE AS FOLLOWS: -WALL LOAD(ZONE#4): +56.0 -61.30 P5F Pae 1 100-1m
S1.1 Electrical&General Floor Plan -WA LOAD(ZONE®5): +57.001-72.00 PSF ..._...�........
FLOOR JOISTS- 2x4 5.Y.P.N2-(12-15%MOISTURE CONTENT) S1,2 Skids&Floor Framing Plan -WALL LOAD(ZONE 044#5): +56.50%66.70 P5F CODE REVIEW
2x6 5.Y.P.82-(1 2-15%MOISTURE CONTENT) Pmfesslonal Smico Industries
2x8 5.Y.P.I2-(12-15%MOISTURE CONTENT) $1.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 125 P5F 1748 331yStmo1
WALL STUDS 2x4 5.Y.P:Y 1-(12-15%MOISTURE CONTENT) $1.4 Openin s Schedule Ftamin 8- FLOOR DESIGN DEAD LOAD: 12 P5F Orlando,Flodda 32839
ROOF RAFTERS- 2x4 5.Y.P.Y I-(12-15%MOISTURE CONTENT) g g 9. ROOF DESIGN LIVE LOAD: 20 P5F Wan Reviewer.William E Newry,18
2x6 5.Y.P.t11-0 2-15%MOISTURE CONTENT) S1.5 Roof Framing&Schedule 10. ROOF DE51GN DEAD LOAD: 5ELF WEIGHT ICcsslesow
COLLAR TIES- 2x4 5.Y.P.61-(12-15%MOISTURE CONTENT) 1 1. WA DESIGN LOAD: a P5F Fly.s.v 7e sMpsl
WINDOW SIDS- 2x4 5.Y.P.@ I-(12-15%MOISTURE CONTENT) S1.6 Typical Frame Section Details 12. COMBINATION LOADS: AS PER A5CE 7-10
G. A OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.7 End Wall Frame Options 13. SEISMIC USE GROUP: B
SKIDS.FLOOR JOISTS•AND 3/4'T4G FLOOR SHEATHING 14. BUILDING CATEGORY: 1
7. TRU55 DESIGNED TO SUPPORT D.L+LL-30 P.S.F. GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND 16. CONSTRUCTION TYPE: V B
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I
9. A ALUMINUM TO BE 305-3105 ALLOY WITH 32.000 P51 MINIMUM 20.OPTIONAL EXTERIOR WA COVERINGS INCLUDE 18. EXTERIOR'WA FIRE RATING: O
YIELD STRENGTH. CORRUGATED ALUMINUM,MA.5A ALUMINUM.4'LAP 19. DL51GN OVERHANG: 8 INCH
I O. ROOF SLOPE SHA BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/8'P.T.T I-I I SIDING,VINYL SIDING WITH 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2012 6 FLORIDA
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,HARD[BOARD.STEEL SIDING AND BUILDING CODE
ROOFS SHA MEET MANUFACTURER5 RECOMMENDATIONS. 'PLEKO'STUCCO ON 5/8'DENSE GLA55 GOLD. 21.THE CONTRACTOR/MANUPACTURER MUST COMPLY WITH THE
I I. ROOF RAFTERS SHA HAVE THE SAME SPACING AS THE WA 2 1.ALL DOORS SHA BE ABLE TO BE OPENED FROM THE FOLLOWING CODES:
STUDS AND SHA BE LOCATED DIRECTLY OVER THE WA STUD. EGRE55 51DE WITHOUT THE USE OF A KLA'. 2014 FBC,511 Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHA HAVE A DOUBLE 22.DOOR SMALL BE 2 1/4"x I I/I G'ALUMINUM EXTRUDED 2011 NEC
UNDERIAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM1507.2.8 OF THE F.B.C.ION O TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code fie,Associates,Iac.
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3Sc I-Y4'x 16 Ga. 23.OPnONAL DOORS INCLUDE-DOUBLE ALUMINUM DOORS, Catificaleof Aulhodzad a
HAT CHANNEL PURUNS ARE REQUIRED.WITH A MAX SPACING OF 4' GARAGE DORS,60'x 72'ALUMINUM DOOR 32' AND THESE BUILDINGS ARE EXEMPT FROM THE THE F5C ENERGY No.27178
O.C. 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 101.5.2•
14. ANCHORS SHA MEET THE REQUIREMENTS OF APPLICABLE SIZE,QUANTITY,AND LOCATION MAY VARY-
LOCAL ODES AND THI5 I5 NOT A FOUNDATION DESIGN. 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEMS: �`` K R. y
15. BUILDING I5 CLASSIFIED A5 TYPE 5' (5TORAGE) CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 1, THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. `Q-�G CEN q�
16. ALUMINUM WINDOWS-TYPE.SIZE,QUANTITY.AND LOCATION MAY 25.MAXIMUM WA HEIGHT TO BE 6-0',STUD AND RAFTER 2. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. Q- VT
VARY. 5PACING.5HA BE 16'O.C.•Max.FOR ANY WA HEIGHT 0? Au"A
ABOVE T-0",LUAUS UNDER T-O'IN HEIGHT MAY HAVE 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS}TO THE :*: Na, 114 *S
17. A FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED BUILDING.
FASTENERS. FRAMING SPACED AT 24'O.L-,Max. 4. ROOF DRAINAGE SHA COMPLY WITH F.B.C. 1503 AND =;6^''" �F :26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED STAT18. MANUFACTURER INSTALLATION STANDARDS SHA BE FOLLOWED IN 8318.6ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FOR EQUIVALENT OR GREATER PRODUCT. NOTE:THI5 L15T DOES NOT NECE55ARJLY LIMIT THE ITEMS OF WORKP \�
FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(FXCEPr THOSE IN USE AS AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE F'•.<ORIO•. Cj`� i
19. THESE STRUCTURES SHA NOT BE USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER '�SS Q""
4 .kJ MUST HAVE AT 5T(I)32'x80'(MIN.)DOOR. INSTALLATION.A SITE RELATED ITEMS ARE SUBJECT TO LOCAL ",�I NAL�
HAZARDOUS NIATEPJAL OOsq JURISDICTION APPROVAL. �t/I111111 +
These plans were designed in accordance with: f Projcct No. Sheet Number:
Lapsider Box Eave Master Plan Designed By.
2014 FEC,51h Edition 1 I 0YUL 12PN2�-
Haney Associates, Inc. ! zoll NEC Lark Builders 16aDsww I E8o S10
�µ a ngineering Consumetion Planning 2014 Florida Fire Prevention Code •
M 13-3Astamaasc3sw-rlea"e"446_7 oo For Wind Speed 160 mph,Exposure 0 409 Dixon Street p By: 7/�3
Vidalia,GA 30474 1 of 8
PSI APPROVAL 2015-06-25
ELECTRICAL NOTES: Approval Stamps:
I- WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZES FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE MTH The
NATIONAL ELECTRIC CODE LATEST EDITION,
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT.LOCATION--�� 24* 32'MIN,.W MAX.MOTH
DISTRIBUTION PANEL. AND QUANTITY MAY vApy BY G-6-HEIGHT DOOR,
EQUIPMENT GROUND 15AP IN MAIN DISTRIBUTION PANEL 15 TO Be AND ARE OPTIONAL.
A. GROUNDED TO MINIMUM 10-47 COPPER CLAD EARTH DRIVEN ROD CLOCATION MAY VARY.
DIRECT BURIAL
WITH GROUNDING CLAMP APPROVED FOR DIP
5- ALL CONDUIT TERMINATION5 OF 1'OR LARGER ARE To HAVE PLASTIC ----------
2 W
INSULATED BUSHINGS. '7
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST 2.4 S.Y.P.5.YP.#2 WAIL
STUDS W 5.Y.P.
. , 'W'�77
EDITIONS. #12-2x4 SOLE PLATE 1
7. HVAC EQUIPMENT SHALL BE PROVIDED wrTm READILY ACCESSIBLE -\—P.T.314-T4G (P=ZN AfOFmadbn
FLOOR 5HtATHI
WITH A MARKED'OFF'POSITION THAT 15 PART OF THE HVAC SEE VARIOUS END
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH G Build On
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS WALL FRAMING SEE VARIOUS END WALL 2
SECTIONS FOR WALL FRAMING SECTIONS FOR CODE REWEW
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED By ;0
A READILY ACCE5515LE CIRCUIT BREAKER. AND WINDOW FRAMING. WALL AND DOOR FRAMING. Plofessionef Semko kwustries
1 0 1748 33rd S&eef
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING Od—do,FIdde 32839
Pl-.R-,i—WIL..I.N.. 01
RATING Of THE MAIN BREAKER MUST BE DE51GNED AND VERIFIED AS 0 cc a 5
BEING IN COMPUANCE WITH SEC, 1 10-9 OF THE NEC BY A LOCAL > LA IIJOI084506 0
ELECTRICAL CONSULTANT. FL SMI-79,SMP4I
9. THE MAIN ELECTRICAL PANEL.FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS,GROUNDING,EIC-)15 DESIGNED BY OTHERS,SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL. 32'MIN-GO'MAX.VADTH J---------j
10. ALL VARE5 TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPrlONALELfCTRlCTO-' vvp
WILL MEET THE COLOR CODE REQUIREMENTS 5EFFORTH IN THE NEPA EACH UNIT FIELD
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM BY G-8-HEIGHT DOOR.LOCATION MAY VARY. 4'-O'or G'-9
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE MTH EXISTING POWER Opton.1 POMW
ARTICLE 121 O.8(A)(2)NEC-08. 5OURCE TO UNIT 50-0'MAXIMUM BUILDING LENGTH
Electrical Symbol Key
Hmy As=WM 1=
NOTE5: (klificate of Authorization
GFCl Duplex Receptacle 120V 10 •ALL ELECTRICAL EQUIPMENT 5tIOW9 IS OPTIONAL AND LOCATIONS MAY VARY. No.27124
•BUILDINGS WITH WALL HCIGHT5 GREATER THAN 7'-0'SHALL HAVE wALL
Incandescent Light w/(l)-60w Bulb FRAMING SPACED AT I G,O.c..MAx.
IX Junction Box CK R.
T)Tical Floor Plan
$ Switch SCALE.-114*-r'-0' z 64
WP Weatherproof 0'. STATE 0
ISwitch w/Receptacle Outlet 120v 10
10AIA L
These plans were designed in accordance with:
flon Lapsider Box Eave Master P1 Pmj-No. Sheet Number.
2014 F8C,51h Edi an Deigned ilyz I2ENn4-
Haney Associates, Inc. 2011 NEC olut
.
Engineering&Construction Florida Fire prevention Code
metion Planning Lark Builders 160-D SWW
S I I
rAXEWS343,Ski ME14&C-'2%1a-Ph--n44"-760# 409 Dixon Street
For Wind Speed 160 mph,Exposure b Chocked By: Dam
Vidalia,GA 30474 CI-AOZ127/13 2 of 8-
PSI APPROVAL 2015-06-25
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EE SCHEDULE FORJ015T SIZE
125 psf Live Load (2 Skid) 125 psf Live Load(3 Skid)
Width Joist Sizeispacing A B Widthl Joist S•LzeBSpacing A B •A 'e• •A•
6'-0' 2x4's @ 16"O.C.,Max. 15' 42' 6'-0" 2x4's @ 16'O.C.,Max. 12" 24" T
8'-0' 2x6's @ 16'O.C.,Max. 18" 60" 8'-0" 24's @ 16"O.C.,Max. 16" 32"
101-0" 2x6's @ 16'O.C.,Max. 24" 72" 10'-0" 2x6's @ 16'O.C.,Max. 20' 40' SEE SCHEDULE FOR J015T 51ZE
2x6's @ 16"O.C.,Max. 24" 84" 11'-0' 2x6's @ 16"O.C.,Max. 22" 44"
q30"
2x6's @ 16"O.C.,Max. 28" 84" 11'-8" 2x6's @ 16"O.C.,Max. 24' 46'
2x8's @ 16'O.C.,Max. 36° 84' 13'-0" 2x8's @ 16°O.C.,Max 26' S2" A' •ee •A•2x8's @ 16"O.C.,Max. 40' 84" 13'-8' 2x8's @ 16'O.C.,Max 28° 54"
NOTES: ����Irfomrdfran
•FA5TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TRUCTLIM COMPONENTS AS SET FORTH !!�TnBui6lOn
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. '�`•••"iO�••""�
•ALL SKJD5 ARE P.T.-4xG 5.YF.Y2 OR(2)-P.T:2x6 5.Y.P.@2 CODE REVIEW
•G-0'WIDE UNITS MAY USE 2x4 S.Y.P.B3 JOISTS PrafesslondSe Ce MdusWes
•ALL JOISTS ARE TO BE P.T:5.Y.P.Y2 174873rd Street
.T.SIDE RAIL TO MATCH .T.SIDE RAIL TO MATCH Odanda,Flodda 77875
JOI5T SIZE,SEE FRAMING JOIST SIZE,SEE FRAMING Plan Re%ievwr.VAI
llam E.Neary,III
SCHEDULE FOR 51ZE5. SCHEDULE FOR SIZES. lacUetW
FL WDWOB
FL SYN9,SMPSt
Q Q
L°
SEE SCHEDULE FOR JOIST SIZE
IHFnm
SEE SCHEDULE FOR JOIST SIZE
142 m
u•"^y Aswciates,lac.
Cafificare of Authanzadon
No.27174
`�tuuurl,r
%%pK R..........yq�.
844 P.T.-4%G 5.Y.P.N2 or q'-0'or 6'-O' 344 P.T.-44 S.Y.P.62 or P IGEN
(2)-P.T.-2x6 S.Y.P.82 SKIDS 4'-O'or 6'-(Y :0. �ut�i7/,/$' ��
-Optxxul Porch (2)-P.T:2x6 S.Y.P.Y2 SKIDS Optional PorrJl :*:/7No/}64�558• *.
50-0'MAXIMUM BUILDING LENGTH 50.0'MAXIMUM BUILDING LENGTH =7�'c"-
'0� STATE
Typical 2 5kid Floor Framing Plan Typical 3 Skid Floor Framing Plan
70
NA I/4'=1•-O' SCALE: 1/4"=1'-0• •r1rNAL„`.
These plans were designed in accordance with: LapSlder Box Eave Master Plan Designed By: Pmjw No. Sheet Number.
2014 FSC,511 Edition p LK 1 U
Haney Associates, Inc. 2011 NEC Lark Builders 160-DSWW S1 .2
� /�
Engineering 8c Conetructlon Planning 2014 Florida Fire Prevention Code .2
409 Dixon Street ate�d By: Daze:
PAL s°`7'a•°'°O.,M'9rn'^°"n`4'&7"0 For Wind Speed 160 mph,Exposure D Ci—k 02!17/13
Vidalia,GA 30474 3 of 8
PSI APPROVAL 2015-06-25
Approval Stamps: j
2x4 5.Y.P.Y2 WALL STUDS
SEE RHN VIEW FOR SPACING 2x4 5.Y.P,/2 WALL 5TU
SEE PLAN VIEW FOR SPACING \I
K1D5 MAY BE P.T.-4xG 5.Y.P.
5EE FRAMING SCHEDULE 2x4 5.Y,P.02 50LE PLATE,
FOR JOIST SIZE Y2 OR(2)-P.T:2xG 5.Y.P.62 CONTINOUS W15/1 G'x4' SEE FRAMING SCHEDULE
LAGS AT I B'O.C..Max. FOR J015T AND BAND SIZE
(2)SIMPSON H-3(OR .T.$r4•T4G FLOOR P.T.3/4'T4G FLOOR
EQUAL)CUPS AT EACH0
SHEATHING SHEATHING
STUD.ONE EACH SIDE
OF 501E PLATE
5ENCO K28(OR EQu 0TCH 5KID5 IXx I& �
NAILS AT 12'O.C.,ROWS FOR EACH FLOOR J015T
rr' ----------5HALL BE 1.5'FROM EDGE,
2x4 S.Y.P.d2
STAGGER ROWS G'FOR ` 20,.3a.UPUFT STRAP w/
(2)-P.T.-5.Y.F.-2x6'5 SKIDS, I BLOCKING BETWEEN L 50LE PLATE
( Nails
START PATTERN THIN G' SKIM.FASTEN TO END EACH END,MINIMUM
M
OF EACH END OF 5KID 2x4 BLOCKING BETWEE '•`----- J015T W1(3)-0.120x3' I I
SKIDS.FASTEN W/ NAILS AT 12.O.C.PACtf I
L3'NAIIS AT OPTION'A'
(2)-0.1205t+� /rfomrafian
SIDE.STAGGERED. I • o0oildOn
IgCNL:3/4-I'-0' WA D TI'ED7WN 12'O.C..STAGGERED. 3a
5KJM ' FRAMING DETAIL 17\1END JOIP I`C�OD`ErR•`ErVIE�W
INC DETAIL
I. : .5- •`
~
Prvlessiwal SerHco Industries
171033rd Saver
OdaWdo,FlorWa 31139
Plan Reviewer Mixm F-Nexry,01
ICC a 51850!0
LA ruo9eas
FL SMI-78,StdP-51
SKIDS MAY BE P.T.-1x6 S.Y.P.
92 OR(2)-P.T.-2cG 5.Y.P.02
2x4 5.Y.P.N2 WALL STUD r�V
SEE PLAN VIEW FOR SPACING ATTACH SOLE PLATE !�� 2'LAP 5PUCE FASTENED
SEE FRAMING SCHEDULE TO SKID FRAME WITH W1(G)-5/1 G-x4'LAGS
5/1 Gx4'LAG SCREW P.T.-4xG S.Y.P. (OUTER FACE),M-5/16x4'
FOR JOIST AND BAND 5IZE AT 18-O.C.,MAX. p} Y2 SKIDS LAGS(INNER FACE).(9)LAG
P.T.3/4'TtG FLOOR ATiACt1,J015T TO SKID WITH SCREWS TOTAL.
SHEATHING - 511 G'x4'LAG SCREW OR(2) Haney Associates,Inc.
l 51MP5ON H-3(OR EQUAL)ATC=tificate ofAtaluximon
No.27124
5`
EACH END OF J015T,SEE x I
j 3x6'SAUCE PLATE ON 3 of
FRAMING SCHEDULE FOR 52f. s 4 SIDES OF JOIN I.FASTEN
5.Y.P.N2 5 DS 8(OR EQUAL)NAILS ��` 1C IRII
2x4 5.Y.P.#2 2)SIMPSON H-3(OREACH SIDE. Q-G••'•'•"'y ti
NOTE:ATTACtI END JOISTS TO SKID WITH(2}5/1 Gx4' ,
SOIP PLATE EQUAL)CUPS AT EACH LAG SCREWS(OR(4)-0.131 x4'GUN NAILS]ANDA Q.;•\,\\'C/ErsN ••. S
STUD.ONE EACH 510E 51MP50N H-3[OR EQUAL]AT EACH END OF JOIST. O: No. -�
OP SOLE PLATE :.*; *:
OPTION'B' TYPICAL N TI �, ICAL SKID 5PUD14G DETAIL -�'- STATE OF
4 JOIST CON AI SCAM 4,-1 -O'
3t W STUDrTTIE00WN DETAIL_ I. -�1a Q '�(C'
I
These plans were designed in accordance with: BMPlan Pco'ect No. I Sheet Number.
2014 FBG,5'"Edition Lapsider ox Eave aster an Designed By' 12PJVP4-
Haney Associates, Inc. j 2011 NEC Lark Builders 160-DsWa
Engtoeering&Construction Planning ( 2014 Florida Fire Prevention Code ),. I S1 .3
r.o.norM.5Ixnt9�,scxsal-n-86 su-t6oa 409 Dixon Street CheckedB. Daze:
i For Wind Speed 160 mph,Exposure D i Vidalia,GA 30474 CI-A. O2R7/13 I 4 of S
PSI APPROVAL 2015-06-25
Approval Stamps:
4.5 30.5' 42'Max. II
60'Max.
75.5'Max.
III -111L
-- -- -` -- -- -- 77--- -- --
-- -- -- -- -- -- -- --
--------- --- 41
--------------------------------------------------------------------------------------------------------
-----
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS.
50'-O'MAXIMUM BUILDING LENGTH
_Typical 51de Wal(OpenlnqI5 Frammq ���
SCALE:114'=I'-a I CODE REVIEW
{ptWesstonafServlce ladmstr7es
1218 33rd Sweat
ONando,Frorlda 32838
Renewer.William E Newry,N
WALL OPENINGS FRAMING SCHEDULE [CC C8leso�awauau
FL c
FL SMI-70,SMP-31
Max. HeaderlSill Header Fasteners Sill Fasteners King/Jack Option A:Stud to Band Joist Option B:Stud to Option A: Option B: Ptah
Opening Type (Each End) (Each End) Studs Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor lags j
14.5' 1/1 (4)-16d Nails (3)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A)
22.5' 113 (5}16d Nails (3)-16d Nails 1/o No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A)
30.5" 2/1 (7)-16d Nails (4)-16d Nails 1/o No Strap Required,Nail Per FBC&IBC See Option A (N I A) (NIA)
42" 2/1 (8)-16d Nails (5)-16d Nails 1/1 (2)-209a.W/(5)-0.131x2.25'Nails (2)Simpson H-3 5 5
60" 2/2 (10)-16d Nails (7)-16d Nails 1/1 (2)-20ga,wt(5}0.131x2.25"Nails (2)Simpson H-3 7 5
63" 3/2 (10)-16d Nails (9)-16d Nails 211 (3}20ga.w/(7)-0.13W.25"Nails (3)Simpson H-3 8 6 i HaneyAssoeiates,lac.
75.5' 3 (13)-16d Nails (N/A) —2/1 (3)-209a.w/(7)-0.131x2.25"Nails (3)Simpson H-3 10 7 C-tifi H i�uthor'zatOn
124
96' 3 (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(9)-0.131x2.25"Nails (3)Simpson H-3 11 12
�� tttriurr+jrr
NOTES: `�.`t�r, R. ly
ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM 5.Y.P.6I Q':............j .•'•.
CF1V y
•
STRAPS.CUPS AND ANCHORING LAGS STATED ARE POP EACH 51DE OF OPENINGS
•STRAPPING MAY WRAP SAND JOIST IFNEEDED 70 INSTAR REQUIRED 9 OF FASTENERS ® EE /h\ No. 64558 '
•ANCHORING LAGS SHALL BE I'FROM STUD AND 5PACED I.O.C.CENTERED ON BAND JOIST
•REFER TO CUP MANUFACTURER FOR CUP FASTENING REQUIREMENTS (0-2x4 5.Y.F.i 1 (2)-2x4 5.Y.P.#1 utt I J2'PLYWOOD (2)-2xG 5.Y.P.$i wl
•5IMP50N CS 16 STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL 5PACER or(I)-4x4 5.Y.P.ri 1 I/2'PLYWOOD SPACER STATE 0 ..'.
OPENINGS 42'OR GREATER,5TRAP5 ARE AL50 REQUIRED FOR ALL INTERUPFED 5TUD5 ON "r••. p
itN :..0{110?✓'G�`��
OPENINGS 60'OR GREATER lieader/Shc Type I Header/5 Type 2 Header/5!l Type 3 + �'`s`�
SCALE: L5'=!'-D' SCALE: I.5'=L'-CY SCACE:t.5'=I'-D" + i�rIt t
'
These plans s were designed in accordance wii : Lapsider Box Eave Master Ptan Project No. (�Sheet Number.
2014 FBC,511 Edition lksi fed Hy: 12HN224
Haney Associates, Inc. 2011 NEC Lark Builders °� 160-DSWw !
Engineering&Construction Planning `�ri�
g 2014 Florida Fire Prevention Lode SIA
A
P.o s•xuas+anwe scxr.ffi-rw�asacu,w. For Wind Speed 160 mph,Exposure D 409 Dixon Street Hy g�� 11
ff VV
I Vidalia,GA 30474 CLA. 02127/13 I
Sof8
PSI APPROVAL 2015-06-25
Approval Stamps:
ROOF FRAMING SCHEDULE 5ChF-DULE AND ROOF FRAMING NOTF:5:
Required# AT I G'O.C..MAX.
Wall Framing at Wo.c., Max. Wall Framing at 16"o.c.,Max. .BUILDINGS WITH WALL HEIGHTS GREATER THAN T-0'SHALL HAVE WALL AND ROOF FRAMING SPACED
Width Rafter Size Width Rafter Size Required# 0 ROOF FRAMING SHALL Dt SPACED TO UNG UP DIRECTLY OVIR Ttir WALL STUDS FOR PROPER,LOAD
of Strap Nails I of Strap Nails TRANSFER AND STRAPPING,
6'-0" S.Y.P.#1-2x4's 6(ea.end) 6'-0" 1 S.Y.P.#1-2x4's 5(ea.end) •RAFTER TO STUD STRAPPING SMALL BE 20,p.x 14'WIDE AND FASTENED WTM 0.131x2.25'NAILS.
•ROOF DRAINAGE SMALL COMPLY MT11 F.B.C.2010 1503 AND R318.6
8*-W S.Y.P.#1-2x4s 7(ea.end) 81-0• S.Y.P.#1-2x4's 5(ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE
10'-0* S.Y.P.#1-2x4's 9(ea.end) 101-0- Sy.p.#1-2x4,s FRAMING
6(ea.end) FASTENERS WILL MEET THE MINIMUM REQUIRfMENT5 FOR ALL 5TRUCTLIRAL COMPONENTS AS SET
11'-0' S.Y.P.#1-2x6's 10(ea.end) 11'-0' S.Y.P.#1-2)Ws 8(ea.end) FORTH UNDER FDC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTMEKW15E SPECIFIED.
11'-8' S.Y.P.#1-2x6's 10(ea.end) 111-8* S.Y.P.#1-2x4,s 8(ea.end)
13'-0' S.Y.P.#1-2x6's 11 .end) I3'-0- S.Y.P.#1-2x6's 8(ea.end)
13'-8* S.Y.P.#1-2x6's 12(ea.end) 13'-8° sx.p.#i-2x6's 9(ea.end)
Buddon
40'or G'-O'
CODE REWEW
Oprsanal Porch Prot-a-1 SWVko Md-Vk.
1749 33M strsaj
Orlando,r1orida 32839
Plan Reviewer.WIMam F Nasty,III
ICC fs 8sm
LA 9000406
FL SMI-79.SMP41
T SEE SCHEDULE FOR RAFTER J.' r
�--P.T.-4x4 S.Y.P.#2 BEAMS No.27324
UNDER WALL TOP PLATE To
ALLOW TOP PLATE To RUN tltsrrtl
CONTINUES FOP RAFTM
BEARING.(PORCHES) R. /Y
5a-O'MAXIMUM BUILDING LENGTH
OQQ
;
"CEtv
I-P69"
Typical Roof Frarning_Plan STATE 0
5CALE: 114'-1'-0' %.
L
Tlhese plans were designed in accordance with: Project No. Sheet Num.1 ber.
2014 FSC,5"Edition 1 Lapsider Box Eave Master Plan Dipod Br- I212N •
Han Associates, nc. '2011 NEC i Lark Builders
Py -L
12014 Florida Fire Prevention Code 409 Dixon Street
I -IL
224-
.e ro.aoxsu,slansar,s.czstn-rn..�+attts.uoo
Engineering&Construction Planning I
For Wind Speed 160 mph,Exposure b Ch-*W Br.
Vidalia,GA 30474 C4-k
L 0,
5-0f-8
PSI APPROVAL 2015-06-25
Approval Stam s:
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 3/4'HWH
O.C.,MAX.FASTEN TRAM AT 8*O.C. .
TO EVERY RAFTER Md ----------------
(2)-0.13 1.2 Y.; i SEE ROOF FRAMING P.T.4x4 BEAMS
LONG GUN NAIL5
SCHEDULE FOR RAFTERS NOTCHED AND AND
' (2)H-3 CUPS AT FASTENED TOGEHTER
(`______ _______-1 EACH CORNERFASTENED
(4)-0.131 x 3.25'
ATTACH TOP PLATE TO STUDS GUN NAILS
1, w/(2}O.13 I x3.25`GUN NAILS,
i5 ATTACH TOP PLATE TO RAFTER4x4 AT EACH
oq5 m SEE ROOF FRAMING PLATE w/5/1 Gx3'LAG SCREWS CORNER CUT
p K SCHEDULE FOR 5TRAFPING AT 18'O.C.,Max. GOWN TO P.T.4x4 AT
O REQUIREMENTS 5UPPORT BEAMS EACH CORNER
If 2x4 SYP 01 5TUD5 AT I G'
io OR 24'O.C.
0 SEE 51.2 FOR 5KID (2)H-3 CUPS AT
2 112'x I/2` CORRUGATED 3'EACH CORNERCORNERx 5'STEEL NAIL'MREIC
AND FLOOR FRAMING PANELS(FASTENED W/08 x OR'ALPINE'PLATES,(2) 011211.30=
■ 1.30 atian
I&WOOD SCREW AT G' PER P05T oBuildOn
O.C.(OR EQUAL) ~•ate~
CODE REVIEW
VARIES,G'-0'to 13'-8' L 1718 33rd Stoat Indusvies
fi 4'-0'or 6'-O' odando,,Ronda 32839
PM ft i .WIN—E Wary,III
Typical Frame 5ectlon LAf0006 1
SCALE: 1/4'—I'-0' Typical Porch Option Frame FL SMI.79,SMP-51
SCALE: 112'=V-0'
SIMPSON H-3
HAT CHANNELS AT 24.O.G.,MAX. 2x4 COLLAR TIES P _ EA EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- � -__,_ EAGi RAFTER
0.13 IN 2 A LONG GUN NAILS SEE ROOF FRAMING TAP NAILS ATTAPERED 2x6
SCH�UIP FOR RAFTERSATTACH TOP PLASIMPSON H-3 OR 'i STUDS w/(2}0,13EQUAL AT EACH GUN NAIL5,ATTACltnvay Associays,lac•RAFTER `iATTACH FASCIAPLATE TO RAFTER-PCeificate of AuthntizatiS/I6S3'LAG SCRETO RAFTERS wJNo.2712418'O.C.,Ma (2}0.131 x3.25'
3'x 5'STEEL NAIL A41TM OR'ALPINE GUN NAIL5
PLATES EACH 51DE OF A55EM13LY I Gd NAILS AT TAPERED 5.P.F. ,%6y,tR
EMBEDDED HYDRAULICALLY OR BY I G'O.C.,Max. NO.2-2x6 G H
ROLLER PRE55.TYPICAL �`�\
`O
447 Min.2x4-S.Y.P.0I COLLAR TIE I x4 WITH 16d NAILS CONI.APER NAILxG N.
AT I G O.C.,Max. EACH TAPERED 2x6 = R •* I
- w/(2)-1 Gd NAllS 3 OVERHANG OPnON DETAIL — .I
I. STATE F
I RIDGE COLLAR TIE DETAIL 2 OV KHAN 10 AI P
I.-'-0 .r ���S�ONAl-
These plans were designed in accordance with: \ Lapsider Box Eave Master Plan Deigned By. PmlectNo. Sheet Number.
F[iC,5*^Edition I 01RH 12EN27A
2014
Haney Associates, Inc. 2011 NECFBC Lark Builders 160-DSWW SIX
.,.X Engineering&Construction Planning 12014 Florida Fire Prevention Cade 409 Dixon Street CLccked By: Dau V
Lif eaeaa3u axam�scssn3"""x"'4700 For Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 CL..A. 0227/13
7of8
PSI APPROVAL 2015-06-25
Ap royal stamps:
3'x 5'5TEEL NAIL WITH OR'ALPINE' GABLE END TRUSS
GABLE END TRU55 PLATES EACH SIDE OP A55EMDLY
EMBEDDED HYDRAULICALLY OR BY
ROLLER PRE55.TYPICAL
2x4 SYP#I STUDS 2x4 5YP 0I 5TUD5
AT I G'OR 24'O.C. 20ga.T-WALL BRACING STRAPS ON AT 16'OR 24'O.C.
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2}0.131 N 2Y♦'LONG 22.5'
ATTACH WALL 5ECTION5 GUN NAIL5 OR 08x 2Y;LONG Max. ATTACH WALL SECTIONS
W 5!I GN3'LAG 5CREW5 AT I B'!OO.5CREW5 AT EACH MEMBER w/511 . LAG SCREWS
AT 18'O.C.,Max. CRO551NG. C.,Max.
(V
SEE 51.2 FOR 5KID AND FLOOR S-1101 afmm�at
VAR1E5..G'-O'to 13'-8' FRAMING VARIES.6'-0'to 13'-8' .,�.,. IdddOn
End Wall Framing Option COREVIEW
End Wall Framing Option Proless.-1w&lonaf Serv)ce lndustrbs
SCAIP: I/4'�I'-O' 5CALE: 1/4'—1'-0' 1748 73rd Street
Odmrdo,R.M.37839
PWn Reriaaer.William E N—Y,el
es
3'x 5'STEEL NAIL'MITEPL (.OR'ALPINE LA SU
06
GABLE END TRUSS RATES EACH 51DE OF A55EMBLY GABLE END TRU55 FLSMIe79 SMPdt
EMBEDDED HYDRAULICALLY OR BY - -
ROLLER PRESS.TYPICAL
2x4 5YP 0I 5TUD5 2x4 5YP 01 5TUD5
AT I G'OR 24'O.C. 20,3a.T-WALL BRACING 5TRAP5 ON AT 16.OR 24'O.G.
96'Max. INTERIOR AND EXTERIOR OF WALL, 63'Max.
FASTEN WITH(2)-0.13 IN 2Y,'LONG Haaey A-ociatea.Ioc.
ATTACH WALL 5ECnOh5 GUN NAILS OR 08x 2Yi LONG f ATTACH WALL SECTIONS Cc.ficateofAuthonzau a
w15/I GN3'LAG 5CREW5 § SCREWS AT EACH MEMBER b w/5/1 G53'LAG 5CREW5 No.77124
AT 18.O.C.,Max. I` CROSSING. AT 18'O.G.•Max.
11181"
``K R. '
Og;. Npz�q ���.L
SEE 51.2 FOR 5KID AND FLOOR =*�• :*
VARIES,6'-O'to 13'-8' FRAMING VARIES,G'-0'to 13'-8'
End Wall Framing Option End Wall Framing Option i�psrAT> o '
SCALE: I/4'm I'-O' SCALE: 1/4'=I'-Cr I FSi•:40RIia DP�t'j�
'"Oilnli�..
These plans were designed in accordance with: Lapsider BOX EaVe Master Plan D�(V-By. ProjeclN- Sheet Number.
.R.
2014 FBG•5th Edition OH 10-D SW
Haney Associates, Inc. 2011 NEC Lark Builders 160-DW C+1 ■7
7 Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street CbmkcdBy: D= I �7
PA.Boa34&511 Lk,S.CS9W-P�o U44.6.7600
For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 OTA' 0227/13 8 of 8
I
OWN NTABLE 2A - 165D/17o0 TABLE 2B - 140C
1,ANCHOR SPACINGS DESIGNED AS PER ASCE-7. CO C.CC 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
2.ALL UEASUREMENTS ARE CENTER-TO-CENTER. MAXIMUM ANCHORMAXIMUM ANCHOR
•f
3, TIE-DOWN STRAPS TO BE 1-"x 0.036'GALVANIZED STEEL FEDERAL SHED - SPACING SHED WIDTH SPACING
SPECIFICATIONS COS-781-H,TYPE-t, FINISH-B,GRACE-1: T!E-DOWN lam,
STRAPS A40 CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM TE-DOWN srw T)ax4 SYR l2 ON a'WIDE OR LEST. r,i P '� i fi'-{�l"1�+ 10'-{T" UP TO 16'-0' 10'-0"
ULrIHATE CAPACITY(3,160 L8.x 1.5}. (SEE NOTES) 2)2.e OR(I)4.e PX.SYP l2 SKIDS r'Yi}VfLf7 _
4,ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4„100 LB. CAPACITY. ELSE(CAN BE SET ON GROUND).
!.EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 18'FROM ENO TYPE 1 TYPE 2 16'-1”T4 20'•-O" W-0" 16'-i" TO 24'-0 8'-
(4 MINIMLM PER BUILDING),A40 SPACED AS PER TABLE 2A,8,C DEPENDING TE-DOWN STRAP BOLTED TO TYPE
ON SHED WIDTH.WIND SPEED,AND EXPOSURE. ANCHORS NOT NEEDED 3 ANCHOR WITH 1/2'cRADC! 3a'DRIVE ANCHOR 30'AUR MICHOR 0'-i"TO 24'^O' S'-0"
ON CMOS. BOLT URLINUM WSTH'WASHERS FOR ROCK/CORAL FOR-SOIL/CLAY TABLE 1 A — 120C
8.CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.B,C DEPENDING ON 1/2'AY•(.CO U1)CONCRETE ANCHORING TO CONCRETE
SHED WIDTH,WINO SPEED,AND EXPOSURE. i ICC TABLE 2C — 1200
7.CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COVER(DISTANCE FROM WEDGE ANCHOR WITH U-C1UNN0. A TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR
ANCHOR TO EDGE OF CONCRETE). (TYPE 3) '' SPACING
S.MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF(TYP,) CONCRETE ANCHOR MAXIMUM ANCHOR
9.EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONANCnON WITH EXPANSION BOLT SEINED WIDTH SPACING 24'-0" 8'-0"
PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH 4'CONCRETE
ANCHOR TYPE. TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0"
zo'-o" r-0"
7-8"
14'-0" W-0"
TIE-OftH 57RAP BOLTED THRU I 4M STP/:ON e'WIDE OR LEST. I 44 SYP/x ON e'WR7E OR LESS. 12'-O»
FLOOR JOIST'NTfil 1/1.GRADE s S
TIE-CWAN STPM BOLTED TI1NU BOLT MINI UN WITI WASHER 2 2.6 OR
(1)4.e P.T,SYP/x SKIDS 2 Le OR(I)4.0 P.T.STP/2 5NI03
FiD0E2 ,IOISr WTR{1/2•CRAG a ALL
ETSE(CUt BE SET ON GROUND). Xl ELSE(GW 8E SO ON GROUND), 101-011 Q''O" tO'-8"
84L4 A41NI UM WtM WASHERS TE-CONN STRAP SECURED
71E-Oo'WN STRAP BOLTCO TO PIPEMs WITH(e)IOONI A'1ALS
3 00 w,,nWgTT1 i� qR}p�3 1
1/2`13'(400 Le.l CONCRETE Bou MININW W011 1YASHERs L
WECGE ANCHOR WIR7 WASHER a/e•.30•FORTH ANCHOR: 6'
ij2`x3•(406 LB.)CONOR£2 AUGER STYLE
FOR sat CLAY. rs�H I
.. r'. WE7N1E ANCHOR WRH U-CHANNEL ORryE STR.E FOR ROCS RAL
(TYPE ��.�'. .. TABLE 18 — 140C '
4'CONCRETE ANCHORING TOC CRETE
4•CONCRETE oPTItlNA1 SUPPORT PAD(P.T.WOOD. MAXIMUM ANCHOR i
CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING
Ar B'o MAz
24'-0" 4'-D"
20'-0" 5-0"
TE-DOWN"TRAP BOLTED THRU
FLOOR JOIST WITH 1/2.OWE a (i)4x4 STP/2 ON e'WIDE OR LESS.
S(�I)1YP/2 ON e'WIDE OR LESS- BOLT MINIMUM WITH WASHERS 2 tae OR(1)4.e P.T.SYP/2 SKIOS 14'-0"
2.4 SOLE PLATE(NATURALLY (2}21,OR(1)4.4 P.T.STP l2 SKIDS Atl ELSE(CAN BE SET ON GROUND).
1/2.7•(400 L8.)CONCRETE DURABLE WOOD OR P.T.) ALL ELS BE BE SET ON CROUNO). 12'-0" 7-8"
WEiDOE:ANCHOR WITH 2'WASHER - ----_ --�=� TE-GOWN 51RAP
4" (SEE NOTES}
!/eWITH '.40'FAJTBH ANCHOR 10'-G"
AMER STY
FOR SOiVCLA1Y.DRIVE STYLr
LE Irx�l
3'(VSO UL)CONCRETE FOR ROCK/CCRAL
WEDGE ANCHOR WITH 2 WASHER Tat
t'CONCRETE
4'CONCRETE
4•GONCRETE
TABLE IC-165D/175C
n ANCHORING TO CONCRETE
—` SHED WIDTH MAXIMUM ANCHOR
SPACING
L 4.4 SYP I2 ON 3'WIDE OR LES TE-DOWN STRAP 24'-O" 3'-8"
RE-OCWN STRAP BOLTED TO 1 2xe OR(1)4.e P.T.SYP 2 SKID! (SEE HMM) (S�S)a.4 SYP 1) .5 P.. SE OR LSKID
/ A4)2.e OR(1)4.n P.T.SYR/3 SKIDS
GROUND ANCHOR WITH 1/1' All ELSE(CAN BE BET ON GROUND). ALL ELS£{CL4 8E SET ON GROUND}. 20'-0"
i/2".a" ACO LBJ CONCRETE 214 SOLE PLATE(,NATUROLLY OWE 3 SOLI MIMNUN)F+T}4
WEDGE ( DUPABL£W000 Oft P.iJ WASHERS,950 COMNU0U5 ANO TIE-DOWN STRAP BOLTED TO
ANCHOR WPM 2'WASHER _,yl�,,TL ' ATTACHED TO C""'No ANCHOR ROUND ANCHOR WITH 1/2'GRADE
i 6'-O" 5'-0•
_ _ �L ' ON OPPOSITE 510E 3 BOLT IN04UM WITH WASNfRS ,
e/s•.30'EARTH ANCHOR: t f s/n•.30•FARM ANCIrom I�.1 14'-0"
AUGER STYLE+'OR SQI�!CLAY. AUCER STYLE FOR S01 CLAY,
DRIVE STYLE FOR ROCKJCORAL CRNE STYLE FCR ROCK/CORAL 12'-O" 7-0"
• 4 - OProk&REINFOglEO .,d, a•.•.. 4
I ' CONCRETE Fou UTIGN
4CONCRETE AT CO(P.T.
WOOD101-011" 8-0"
CCHRE BLOCK OR PCO)SPAM
•e-o* E "O
"'-...._.,.``-„-`�'��IE='�.Q�1��_U�1•A�,LS�-� 6'-0” t2'-D"
1