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RECEIVED
MAY 0 4 1011
r,;rmlttk119 Dapartmernt
Ken La:vson.3-c SZ.Lucre county
Rick Scott,"...- .-
October 21, 2013
Robert Moore RECEIVED
Lark Builders,Inc. MAY O 7021
P.O.Drawer 629
Vidalia, GA 30475 s'armittie
� 5 D2Partrnent
RE: Manufacturer Certification,ID MFT-114; Expiration Date: October 21,2016 5 • Lucie County
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[on 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
Email generated by the BCIS ( )for online renewal. If you have questions
you may contact Robert Lorenzo at B50-717-1835 or our FAX at 850-414-9436.
Please visit our website at 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:National Design and Inspection,Inc.
`. 1*60 mph - Lapsider Box Eave Wood Shed Master Plan
- p twafla� IQOIIIQNttNDiMlIIHlY811M
GENERAL NOTF5: Lurk Builders DESIGN PARAMETER5: (HIP-GABLE ROOF)
MM DESIGN PER,Off-r-a.SEISMIC DESIGN PER A15C 341.051
I. THIS STRUCTURE WAS L>FSfGNED IN ACCORDANCE W(TH THE 2009 409 Dixon Street
IBC BUILDING CODE♦201 O I LORIDA BUILDING CODE,NAND I. WIND VELOCITY: 160nO(3 SEC.GUSTS)
LOADING 0e5IGNED IN ACCORDANCE PATH THE ASCE-7.05. 2. WIND IMPORTANCE FACTOR: 1.0 , •,3', ly Y �)LQA�►`t�Q
2. ALL MATERIALS AN LABOR SHALL BE IN Ad�CdFtDANCE WITH THE Vida lia, GA 30474 3. WIND EXPOSURE, C ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE 4. INT.PRESSURE COEFFICIENT, 0.18 t
TIME Or MANUFACTURE. It L WAled
' S.. ENCLO".�URE CIA551FICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED SI1@@t Index 6. COMPONENTS AND LARDING: m"K Psu fby Plan a1xv FY.W.c«6$,xr JUM
DIMENSION. -ROOF LOAD(ZONE/I): +21.01-42.8 PSF
4.. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 51.0 Cover-General b Design Notes ROOF LOAD(ZONE/2): +21.q-60.3 PSF
_ -ROOF LOAD(ZONE A3) +21.a-95.2 P5F
5. LUMBER USED FOR CONSTRUCTION ,HALL BE A5 FOLLOWS: Si.1 ElectHcai_b General Floor Plan -WALL LOAD(ZONE/4): +45.50/-49.80 P5r
WALL I LOAD(ZONE/5): +46.3CY-58.50 P5F mold MMmAwom
FLOOR JOISTS- 2a4 S.Y.P./2-(I 2-15%MOISTURE CONTENT) 31.2' Skids b Floor Framing Plan -WALL LD'AO(ZONE 144I5). +45.90J-54.20 PSP
2x65.Y.P./2-(12-15%.MOISTURE CONT191n g1.3 Skid and Floor Framt Details
WALL STUDS 2x4 S.Y.P,/I(12-159L MOISTURE CONTENT) g 7. FLOOR DESIGN LIVE LOAD: 751125 P5r A.w.d.11Mr"'A-rM
ROOF RAFTERS- 2x4 S.Y.r./I-(12-15%M015TUM CONTENT) 31.4 Openings Schedule d,Framing a. FLOOR DESIGN DEAD LOAD: 12 P5r Axn•410tl' t>a«I.
COLLAR TIES- 2x4 5.Y.F./1-0 2-15%MOISTURE CON E N I 9. ROOF DESIGN LIVE LOAD, 20 FSr
31.5 Roof Framing b Schedule , 4aw,s
WINDOW SILLS 2x4 5.Y.P.41-(t 2-f 596 MOISTURE CONTENT) l O. ROOF DESIGN DEAD LOAD: 20 WEIGITT
G. ALL or THE FOLLOWING LUMBERSHALL Be PRESSURE TREATED: 51.8 Typical Frame Section Details 1 1. WALL DESIGN LOAD: o MP ww r�
12. COMBINATION LOADS: As PER ASCE 7-I O sA'X1A
SKIDS,FLOOR JOIST5 AND 314'T4G FLOOR SHEATHING 31.7 End Walt Frame Options l3. SEISMIC USE GROUP: B
7. .TRUSS DESIGNED TO SUPPORT O.L.+L.L.-30 P.S.F. 14. ESUIIDING CATEGORY, I AIbaF►en1eN
8. HANDICAP ACCESS TO BUILDING 15 P INSTALLED BY OTHERS AND GENERAL.NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE w(o�d
SUBJECT LOCAL JURISDICTION APPROVAL
VAL 16. CONSTRUCTION TYPE: Y e d�
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,OXX)Psi MINIMUM 17. ALLOWABLE FLOORS: T 1,uawu►.xAlv�..xraN.r..
YIELD STRENGTH. 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL.FIRE RATING: 0 (ry.n,a.,q,4:.,r»nuMrol+�r
10. ROOF SLOPE SHAD.Be 3:12 WHEN SHINGLES ARE APPLIED.ROOF CORRUGATED ALUMINUM,MASA ALUMINUM,4'RAP 19. DESIGN OVERHANG: 6 INCH
SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURERS ALUMINUM,5/8'F.T.T 1-I I SIDING.VINYL SIDING WITH 20.DESIGN MEETS INTERNATIONAL BUII NG CODE 2009 4 FLORIDA
RECOMMENDATIONS. ENERGY BRACE BACKER,HARDI BOARD,STEEL 51DING BUILDING CODE 2010
I I. KOOr.RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL AND'PLEKO^STUCCO ON 5/8'DEN5E GLA55 GOLD. 21.THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE np 5Tt�5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 21.ALL DOORS SHALL BE ABLE TO Be OPENED FROM THE rOLLOWANG 000ES: r1'1'p D!r 12. ROOF SLOPES BETWEEN 2-12 AND 4r 12 SHALL HAVE A OOUB(E EGRL55 510E WITHOUT THE 115E OF A KEY. -POI O INGCCIIDA BUILDING CODE /n�n IJC) r
UWDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 22.DOOR SHALL BE 2 I/4'x I Ill 6'ALUMINUM EXTRUDED -201 O FLORIDA MECHANICAL CODE Dvu � ED '
1507.2.8 Or THE F.B.C.2010 FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM -201 O FLORIDA PLUMBING CODE +T
13. WHEN ROOFING PANELS ARE PACED VERTICALLY 3*x 1-4'x I G CO. TRIM.DOOR ATTACHED TO VERTICAL 2x4. -2010 FLORIDA.PLUMBING CODE
HAT CHANNEL PURUN5 ARE REQUIRED,WITH A MAX SPACING OF 4' 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, -2010 INTERNATIONAL BUMMING CODE
CODE
O.C. GARAGE DOORS.GO',x 72'ALUMINUM DOOR,32' AND
14. ANChORS SHALL MEET THE REQUIREMENTS Or ALL APPLICABLE 48',SINGLE DOORS.AND PRE HUNG STEEL DOORS.TYPE. SITE INSTALLED RCM$: - --
LOCAL CODES AND This is NOT A FOUNDATION DESIGN. SIZE:QUANTITY,AND LOCATION MAY VARY. ATIDN SUPPORT AND TW-O M SYSTEM.
I5: BUILDING is CLASSIFIED AS TYPE u (NOT FOR KWATxm 24.PRERMHUFACTURED DOORS THAT MELT APPLICABLE G.
O THE BUILDIN
G.
IN
2. RMMIPS,STAIRS AND GENERAL AIN 16. ALUMINUM WINDOWS-TYPE.SIZE.QUANTITY,AND LOCATION MAY CODES MAY BE USED INSTEAD Or DOORS LISTED ABOVE 3 ELECTRICAL.SERVICE HOOKUP A(INCLUDING T FEEDERS) THE
VARY. 25.MAXIMUM WALL HEIGHT TO BE V-O,STUD AND RAFTER . ELECTRIC
17. ALL rASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED SPACING SHALL BE I G'O.C..Max.FOR ANY WALL HEIGHT 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND
FASTENERS. ABOVE 7'•O'.WALLS UNDER T-O'IN HEIGHT MAY HAVE R318.6
18. MANUPACTUREK INSTALLATION STANDARDS SHALL BE FOLLOWED IN FRAMING SPACED AT 24-O.C..Max. .>�Ali fL
ORDER POR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED NOTE:THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS Of WORK ((//JJ//n'"""✓✓/ nCL,r.1 FIEND PERFORMANCE CONDITIONS. FOR EOUNALPNT OR GREATER PRODUCT. AND MATERIALS LIST
THAT MAY BE CESS R IL FOR A COMPLETE
O 19..THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 27.BUILDINGS OVER 400dq.R.MUST HAVE ATIEAST(1) INSTALLATION.ALL SITE MAY
BE R ITEMS ARC SUBJECT LE LOCAL
HAZARDOU5 MATERIAL. 32*W(MIN.)DOOR INSTALJURISLATION.
TION APPROVAL.
These Plans Were Designed in Lapsider Box Eave Master Plan DeslgxedBp Pmjedxo. Sheet Number.
Haney AsT.-
Buildingociates, Inc. Accordance with the 201 O Flordia Lark Builders O.R.H. 12EM24 r/
Eogtneer.Q.� struetron emening Code for a Three Second409 Dixon Street 10
aeeannnn.rM..>Msa+F�ra -- -- - .
_.... __._._..._....__..----._...._ of_.160_m.p.h. -_.......... .. __...._. _ ._..11ldalla.GA3Q4Z4_.. _....._.. . cT>C. o3=12 -- - -- -
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ELECTRICAL NOTE5: ApQrov�Stamps';
T. "M AIR CONDITIONING 15 INSTALLED IN THIS BUILDING.IT SHALL BE —
THE RESPONSIBILITY OF Tile HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERITY WIRE AND BREAKER 512ES FOR ACTUAL
HVAC.UNIT(5)INSTAU D ALL WIRING TO BE IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLDUDLE CONDUIT FOR LIGHT FIXTURES.
3, EACII.CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED 32'MIN.,GO'MAX.WIDTH
GROUND LIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24' 13Y C-0'HEIGHT DOOR,
- DISTRIBUTION PANEL. AND QUANTITY MAY VARY S,MAX.. MAX. - LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN D 5TRIBUTION PANEL 19 TO BE AND ARL OPTIONAL �)�=
.GROUNDED TO MINIMUM 1 a-a COPPER CLAD EARTH DRNEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL — -----------
5. 'ALL CONDUIT TERMINI XKM Or V OR LARGER ARE TO HAVE PLASTIC
1W5UlATED[31,15HINGS.
G. jLLL ELECTRICAL WORK 19 TO BE IN-ACCORDANCE WITH THE NATIONAL i' 2*4 S.Y.P.02 WALL
EL1=R1CAL CODE.(NEC).LIFE SJdETY CODE(NPPA 10 1).LATEST STUDS WM S.Y.P. �
EDITIONS. /2-2x4 501E PLATE I
7. HVAC EQUIPMENT SHALL Be FRDIIDED WITH READILY ACCESSIBLE ir1 . 3f4' I
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR SHEATTHINGmNG k'
WITH A MARKEO'OPP POSITION THAT L9 PART OF THE HVAC 9 E �1 END SEE VARIOUS END WALL Y
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS a NG FRAMING SECTIONS rOR
CTIONS FOR.WALL
ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVlD®BY u WINDOW NDOW FRAMING. WALL AND DOOR FRAMING.`
A READILY ACCESSIBLE CIRCUIT BREAKER
! O 1
a. PR10R TO ENERGIZING THE ILEOTRICA.SYSTEM THE INTERRI1PnNG a�a { ma. IZ1�L N• !L6m("o LAa
RATING Or Tile MAIN BREAKER MUST Be DESIGNED AND veptimeD AS 3
ppe
BEING IN COMPLIANCE WITH SEC. 1 10-9 Or THE NEC BY A LOCAL > � �
ELECTRICAL CONSULTANT.
9: THE MAN ELECTRICAL PANEL.FEEDERS,POWER HOOKUP TO BUILDING 0itnlir w1m;Pleas Rr• r"mlda C1r1IS 's,]ME
(INCLUDING ALL DISCONNECTS.OVER CURRENT DEVICES.PANELS. 9'- I
GROUNDING.ETC.)15 DESIGNED BY OTHERS.SITE INSTALLED. hL ' . -----------
SU111fa TO LOCAL JURISDICTION APPROVAL.
10. ALL WW ZS TO SWITCHES AND OUTLETS TO Be/12 THIN SOLID GREEN OPTIONAL ELECTRIC TO-- W 32'MIN..Ga MAX.WIDTH
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EACH UNIT FIELD BY C-&HEIGHT DOOR, 14'4r or r;-a
ARTICLE 1210.8(AX2)NEC-06. CONNECTED FROMR LOCATION MAY VARY. ortcaul P NOI
EXISTING POWESOURCE TO UNIT 50`47 MAXIMUM BUILDING LENGTH APPROVED"
Electrical Symbol Key DOCUMENT
GFCI Duplex Receptacle 120V 10 NOTE$i
.ALL ELECIXIC L EQUIPMENT SHOWN 15&TIONN-AND LOCATIONS MAY VARY.
Incandescent I.IgI1t w/(1)-80W Bulb •ANY BUILDING UNDER 40om.It.MAY ItAVC B-a LIMN.„EIGHT DOORS.
EIII.DINGS OVER 4O09q.TL MUST HAVE ATLEAST(1)32Wa(MIL.)DOOR
Junction Box •B1ILIxNGS VMWRAµX SPACED raT I �.M4ilx�HAVE WALL
$ Switch Typical floor Plan
5CALEo I14'-V-a
WP — Weatherproof e3 7,tt,
$R Switch wl Receptacle Outlet 120v 10 +�
ilo—
These Plans Were Designed In Lapsider Box Eave Master Plan Dalyi Br. P j .,edm s eat Num r:
• O.R.H. 12FN22� w ■
-- — Haney Associates, Inc. Accordance with the 2010 Flordla Lark Builders v`
Enalneerine do Conttructlon PLnnning Building Code for a Three Second 409 Dixon Street Cheohd HY Dee:
r.ae.r>w sl.t nn+c:rm-n..russN n»
------------__---- 30474.__.................. ct.A InA>rID2
�. _CLA. .. . __...._. f
Ap roval stamp:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE see SCMDULE rORJOIST 512E
751.125 paf Live Load_(2 Skid) T5f125 paf Live Load(3 Skid)
Width Joist Slz9&3pacing A B Widthl Joist Slze&Spacing A 6 I .A W "m.
61-W 2xWS @ 16'O.C.,Max. 1.5' 42' f'0 2x4'8 @ 1 e'O.C.,Max. 12' 24'
'2x6's @ 18.O.C.,Max." 18' 60' 8'0 '2xVs @ 1f'O.C.,Max.' 16' 32'
10'.W '2x6's @ 18.O.C.,Max' 24' 72. 10'-W '2x8's @ 18'O.C.,Max' 20' AW See 501COME FOR JOIST SIZE
11'.0" '2x6's @j 18'O.C.,Max." 24" 84" 111-W "2xf'e @ 16'O.C.,Max.' 2Y 44"
11'-8' 2x6's @ 18'O.C.,Max. 28' 84" 111-W 2xf's @ 16'.O.C.,Max: 24- 46'
13`4 2x8's @ 1W O.C.,Max. 36. W. 131-W 2x8's C 18'O.C.,Max. 2(r 52" ,� .� 'S. •�
13'.8' 2xe'g @ 1W O.C.,Max. 4W 84' 13'-8`. 2x8's.@ 1f'O.C.,Max .26- 58'
NOTeSt z (LL—R 20
.ALLL ARE P.T.-4xG S.Y.P./2 OR(2)4.T.-2a6 S.Y.P.F2 Dew -.-
.G4r WIDE UNIT MAY USE W S.Y—F/3 JOISTS
•ALL JOISTS ARE TO Be r.T.S.Y.P.02.WAMV JOIST SIZES AND ROMING MAY USE P.T.-2xG S.Y.P.03
2xc rOR UNITS WITH 75 W uvr LOADS. /y ww M Wtv pun ench r now G`�"y
T.SIDE RAIL TO MATCH T.SIDE RAIL TO MATCH
JOIST SIZE.SEE FRAMING JOIST SIZE,SEE FRAMING
SCHEDULE rOR SIZES. SCHEDUIL FOR SIZES.
a a
P flD1
5EE SCHEDULE I'm JOIST SZE "APPROVED"
p SIX SCHEDULE rOR JOI5T SIZE DOCUMENT
42
3t4 T:4x6 S.Y.P./2 or 4'O•q 6'O' 314 .T:4xG 5.Y.P./2 or 4'-O'Or 6.O r
(2)-P.T.-2x6 S.Y.P./y!SKIDS paw Porch (2)•P.T.-2xG S.Y.P./n SKIDS Optional Fore d 7.128/IL
547-0'MWIVIUM BUILDING LENGTH Sa-9 MAJAMUM BUILDING LENGTH
Typical 2 5lad Floor Framing Plan Typical 3 Skid Floor Framing Plan
SCAIZ: 1/4'-1'-O' 5CALE: I/4'—1'4r
_AMIN— _ These Plans Were Designed In Lapsider Box Eave Master Plan mep ed By: Fa4 t No. Sheet Num r
Han Associatesc. Accordance With the 2010-Mordla Lark Builders °'R'"' '�, In Q1
Bnglneering&Construction Planning Budding Code for a Three 5econd 408 Dixon Street acted of Wane V•�' •2
�__raerasw.tes�ms�csta>_n..epli+l2c�.--•--_.
arm *3m2'.
Ir ' Vrdalts;Ga-304T�—._.... _. ._.-
• r prove t—Tamps:—�
4 S.Y.P.02 WALL STUDS
SCE PLAN VIEW FOR SPACING 2x4 S.Y.P./2 WALL STUDS
ACING
' SEC PLAN VIEW FOR SPACING
KID5 MAY BE P.T.-4xG 5.Y.P.
SCE FRAMING SCHEDULE 2x4 S.Y.P./2 SOLE RATE,
FOR JOIST SIZC �2 OR(2}P.T:2x6 5.Y.p.12 CONnNOUS W15/16k4' SEC FRAMING SGHCDULE -
LAGS AT 18-O.G.,Max. FOR JOIST AND BAND SIZE
(2)SIMPSON H-3(OR .T.3/4'T4G FLOOR P.T.314'T4G FLOOR
CGUAL)CLIPS AT EACH 5HEATHING SHEATHING
STUD,ONE EACH SIDE
OF SOLE MATE - `-
SENCO K20(OR EQUAIa CH SKIDS I&A I)i
NAILS AT 12.O.C..ROWS FOR EACH FLOOR JOIST '�` -.
5hALLBE I.s•FRDMEDGE. ---------- --
STAGGCR ROWS 6'FOR r I 2x4 S.Y.P./2 age.UPLIFT STRAP 4
PLATE
(2W.T.-S.Y.P:2xB)SNDS, 1 2x BLOCKING GEN SOLE (4)-0.131 x2.25'Na*6
START PATTERN WTIHIN G' 2x4 BLOCKING BETVVECN SKIDS,FASTEN TO END EACH CND,MINIMUM
Or EACH END Or SKID -,----- JOIST WJ(�12"' 1
SKIDS.FASTEN WJ 9AIL9-LT 12.t FC FAdII
(2)-0.120k3'NAILS AT SIDE,STAGGERED. OP ION I .
12-O.C..STAGGERED. 3a WALL STUD pan DUAL
®SKIDI�_3;I WING DCTAIL �?CNU Ian LNG DETAIL � '=('�
ssz�JlulC<_'��7��rP•�3 '�"`c',•' na:e_�7 Z1'a/ Wtx ,�,('LE/J'✓r'4:LIf r� -
Asw.rW n,
solid L Ca
aSoAnlar Ilnlidlb Plain Enmslf f 4 Carlilknla�.72.?f'.
5KID5 MAY BE P.T:4xG S.Y.P.
/2 OR(2)-P.T-&*G S.Y.P./2
2x4 5.Y:P./2 WALL
SEE RAN VIEW FOR SPACING ATTACH SOLE PLATE • ' 2'LAP SrUCE FASTENED
SEC FRANNNG SCHCDUIE TO SKID FRAME WITH. W/(G)-S/I G'x4'LAGS
511 G x4'LAG SCREW P.T:4xG 5.Y.P. (OUTER FACE).(3)-5/1 G94' rr
FOR J015T AND BAND 512E AT I&O.C..MAX. 2` silos LAGS pNNER FACE),(9)LAG q ppND1
P.T.3/4'FT ATMOOR `NIG 5/16 4 JOIST
SCREW ORN(2 SCREWS TOTAL DO^ �kc&
SHESIMPSON H-3(OR eC UAL)AT l� C
..EACH END OF JOIST,SEE 3W SPLICE PLATE ON 3 or
rRAMING 5CHCDULE FOR SIZE. 4 SIDES OF JOINT.FASTEN - -
(2N� FJIGTi RATE l4F(s)SCIQCO
2)SIMPSON H-3(OR NOTEI ATTACH END J015T5 TO SKID WITH W-W)Gk4' 5. .P./2 DS K28(OR EQUAL)NAILS
2x4 5.Y.P./2 EACH SIDE.
SOLE PLATE STUD.
CUPS AT C SIDE
LAG 5CREWS(OR(4)-0.131 x4'GUN ML51 AND A
STUD.ONE EACH SIDE OF SOLE PLATE SIMPSON H-3(OR EQUALI AT EACH CND OF J�15T.
otr /t/
OPTION'B' TYPICAL SKID TO /J
f 9 1JOIST�N�rCT10N DCTAIL � ICAL SKID SPLICING UL:fNL
3b Ip#DOWN OCTAIL IS�I' 3a0.6 r�►�! (//r/�.wL
-_ These Plans Were Designed In Lapsider Box Eave Master Plan Designed By: PmjeCI No. Sheet gum r:
Haney Associates, IIIc. Accordance with the 2010 Flordla Lark Builders O.R.N. IIEK224
EnYlneerin6 Qc Coaatrucllon PfannlnQ BuildingCode for a Three Second S1 .3
_.___.ra.tea.4+rs.lair,aeftw_I+�••v�+A±k?w•_,...-._. . --Gust-of- 409 Dixon Street kedgy; D,ta�
_ ._.... . F GO,rrr Fr.---. .. . ..... _ Q c LA; 031WI2 --
P• Vtdellti,G!�304T4-� � 4 f S-.—�
i
A prove Stem s:
4.5 30.5' 42'Max.
Max. GO"Max.
75.5'Max.
T--- L.L L.L 1�=�-�_ -
------ ------------------------------------------------ —--- ----- —- --------—---------------- -----------
SCE SCHEDULE nELO�W I'OR ALL
OPENING REQUIREMENTS.
SOP-0'MAXIMUM OUILDING LENGTH
1)2!!R�Side Wall 1p rrarmnq
SCALE: n/.. I ►+•�2r`r�TtH
Thad
M..�niw axWCq Phm Flodls CwtWON NlEM
WALL OPENINGS FRAMING SCHEWLE
Max. Header/Sill Header Fasteners Sill Fasteners King/Jack •Option A:Stud to Bend Joist Option B:Stud to Option A: Option B:
Opening Type (Each End) (Each End) Studs Strapping 3 Nails(each end) Band Joist Clips Anchor Legs Anchor Lags
14.5' Ill - (4)-16d Nels (2)-16d Nabs 110 None Required None Required
22.5' ill (5)-16d Nails (2)-16d Nags 110. _ None Required None Required (N/A) (N/A)-
30.5• 211 (7)18d Nails (4)-18d Naga 1/0 None R uked - - None Required ) ND�
eq (N/A).__ (N ff A) ��APPR:VET
42' 2/1 (8)-18d Nails — (5).16d Nags ill (2)-20ga.w/(5)-0.13lx2.25'Neils (2)Simpson H-3 5 5 80' DOCu ij
212 (10)-16d Nels (7)-18d Nab ill 1 (2}20ga.w/(5}0.131 x2.25'Neils (2)Simpson K-3 7 5
or 312 (10)-1tld Nails t9)-18d Nab 2/1 (3)-20ga.*Y(7}0.131x2.25'Nails (3)Simpson H-3 8 6.
76.5' 3 (13}18d Nails (N/A) '2/1 (3).20ga,w/(7)-0.13lx2.25'Nslla (3)Slmpson-1,14 10
In. 3 (13)-16d Nails (N/A) 2/1 (3}20ga.w/(9)4.131x IV Naps (3)Simpson H-3 11 12
Ntms�
•RE HEADERS AND SRLS SMALL BE CON5TRUCTE0 PROM S.Y.P.f I
•STRAPS.CUPS AND ANCHORING LAGS STATED ARE FOR EACH 50C OF OPENINGS
•STRAPPING MAY WRAP QAND JOIST IF NEEDED TO INSTALL KEdUIRED/OP FASTENERS
•ANCHORING LAGS SHALL- M of 1'rRO STUD AND SPACED 1'O.C.CENTERED ON(SAND JOISTVN
— I
•REFER TO GRIP MANUFACTURER FOR CUP FASTENING REOt1IREMENT5 (I)-2x4 S.Y.P./I (2)•2:c4 B.Y.P./1%W Ire PLYWOOD 0_2xG S.Y.P./1 V4
•51MPSON CS I G 5TRAP5(OR EQUAL)REQUIRL91 TO TIE HEADM TO JkX STUD FOR ALL SPACER or(1)4x4 5.Y.P./1 1/2'PLYWOOD SPACER
OPENINGS 42.OR GREATER.5TRAPS ARE ALSO REQUIRED FOR ALL INTERUPTED STUDS ON
OPENINGS Ga OR GREATER Header/511 Type I Header/S111 Type 2 Header/511 Type 3
5CALE: 1.5'�1'-O' SCALE: 1.5'-I'-O' SCALE: 1.5'-1'-O'
—-— _ These Plans Were Designed In Lapsider Box Eave Master Plan Desiped eY Pwjw r o. Sheet Number.
HaneyAssociates. Inc.
Accordance with the 201 O Flordia Lark Builders O.R.H. 12EM24 A d
Engineering&Construction Planning Building Code for a Three Second 409 Dixon Street r
Gu5tof4Gam .h--- CtwJmde . Data -�
_ l' -- - Vidatla;Ga30474—._- — eLk:--- 03AM12-
A roval5tam :
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24"o.c., Max. Waif Framing.at 16"o.c.,Max. o BUILDINGS VAT"WALL HEIGIM CWATERmAN T•a SHALL HAVE WALL AND ROOF FRAMING 5FACCD
Required!I Required# o����MAX.
Width SPACED TO LINE UP DImmy OVER THE WALL 5TUD5 FOR rmoO R LOAD
Width Rafter Sire of Strap Nails Width Rafter Sire of Strap Nails TRAN5PtRAND STRING,
8'-0' S.Y.P.#1-2x4'8 8(e8.end) 6'4' S.Y.P.#1-2x4'e 6(ea.end) •RAffM TO STUD STRAPPING SHALL BE 20p.x I)'WIDE AND fA5TENED WITH 0.131 x2.25'NAILS.
•ROOF DRAINAGE SHALL COMPLY WITH P.B.C.201 O 1503 AND R31 e.G
VAr S.Y.P.#1-2x4'e 7(ea.end) W-W S.Y.P.#1-2x4'e 6(ea.end) 9 ROOT FRAME TO WALL FRAME STRAPPING MAY Be INSTALLED ON THE INNER OR OUTER FACE OF THE
IW4?1 S.Y.P:#1-2x4's 9(ea.end) ivr S.Y.P.#1-2x4'a 6(ea.end) PRAAAING
11*4r S.Y.P.#1-2x8'e 10(ea.end) 11'-0' S.Y.P.#1-2x419 8(ea.end)
111-W S.Y.P.#1-24's 10(e8.end) 111-80 .S.Y.P.#1-2)Ws 8(ea:end)
I T-W S.Y.P.#1-2x8'a 11(ea—mid). 13'-W . S.Y.P.#1-2x8b 8(ea.end)
.13-8' S.Y.P.#1-2x8'a 12(ea.end) 13'-8' S.Y.P.91-2x8'e 9(ea.end) 8 1 i tLgN-%^-q•LfS
A„rwN e, AAA--
L.1pIWr
47 or G-Op i, afa&du mocha Plea m vlatt2 bd171mu 3m N61
Opt—al Fmcill
- - ------�
� SCE 9GIIEDUIt:FOR RAFTCR 912E ;
NDI
s "APPROVED"
§ RIDGE DOCUMENT
ao � •
> ;
k T.-4x4 S.Y.P./2 BCAM5
UNDER WALL TOP PATE TO
ALLOW TOP PLATE TO RUN
CONnNUO9 FOR PAM
---- ---- BEARING.MRa=
50-0'MAXIMUM BUILDING LENGTH
Typical Roof Framing Ran y�
SCAR:1/4'-I tp
These Mans Were De51eped In Lapsider Box Eave Master Plan Dealg�ayc PmjedNm sn�tNum r:
Haney Associates, Inc. Accordance with the 2010 Flordla Lark Builders O.R.H. 12EN224 Q 1
Engineering&Construction Planning Budding Code for a Threw Second Lark
Dixon Street v ■ •
_ [�Pkel9494A!F./S i'!P-! !'•su�w __ ChedcedDr Dom
Gust-Of-tGO-ft l'-- J_ —---- ct: mAZftr- -..... .- - -- -- .. ...
Ir VfXia Il a`,�/C 3t14T4 -- 6
ED A C x I/ O
2 1/2• 2•CORRUGATED A rov letups:
ELS RRUG TOP PLATE EXTENDED AND NAILED TO 4x4
ROOF PAN
HAT CHANNELS AT 24• WITH IW-14 x 3f V HNM BEAM W/(2)0.131 x 3.25'GUNNAIL AT G O.C.
O.G.. MAX.PA5TEN TRAWI AT B.O.C.
TO EVERY RAFTER M/ ---------------
(2)-0.131 N 2 Y: it 1 SEE ROOF FRAMING P.T.4x4 BEAMS
LONG GUN NAILS 5CHEDULE FOR RAFTERS NOTCHED AND AND
(2) H CUPS AT
�-------�-----�I EACH CORNER FASTENED TOGQITIM
ATTACH TOP FLATS 70 STUDS WITH(4}0.13 I x 3.25'
M/(2)-0.131 x3.25•GUN NAILS. GUN NAILS
ATTACH TOP PLATE TO RAFTER 4x4 AT EACH
o� b SEE RAOf FRAMING PLATE a/5F I G•x3'LAG SCREWS CORNER CUr
p SCHEDULE FOR STRAPPING AT Ia-O.G.,Max. DOWN TO
REQUIREMENTS SUPPORT BEAMS P.T.4x4 A7
EACH CORNER
2x4 SYP!1 STUDS AT 19
OR 24'O.C.
SEE 51.2 FOR SKID 2 Wit Ilr CORRUGATED (2)11-3 CUPS AT 3'x 5'STEEL NAIL WITER
AND FLOOR FRAMING PANELS(FASTENED%W I8 x EACH CORNER OR'ALPINE'PLATES.(2)
VP WOOD SCREW AT G PER P05T
'O.C.(OR EQUAL) �x .! GO
•.re.-..7 �' ryn Nw 12 FN�N�7
VARIES.G-O'to I N-8'
4'O" L
or 6'Q tivMelt
>,tedulm 1NYdtN Plans E Ixrr fladdx callllmh MEffil
Typical Frame Section
SCALE: 1/4•-P a Typical Porch Option Frame
5CALE: 112•-1'-0'
SIMPSON H-3
HAT CHANNELS AT 24-O.C.,MAX. OR EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- EACH RAFTER
0.13111 2 Yi LONG GUN NAILS SEE ROOF FRAMING I Gd NAILS ATji
-
SCHEDULE FOR RAFTERSTAPERED 2x6 - ND! n
"APPROV�tTOP PLAslMPsoN H-3 oR QOCl1MEQUAL AT EACH 9TL105 N(2}0.13GUN NAILS.ATTACATTACH FASCIA
RAFTER PLATE TO RAFTER RTO RAFTERS sli
5lI GW LAG 5CRE (2}0.131 x3.25•
3'x 55TM MAIL UrTM OR'ALnNE' 18.O.C..MaGUN NAILS PLATES EACH 511DE OF A55EMBLY I Gd NAILS AT TAPERED S.F.f.
EMBEDDED HYDRAULICALLY OR BY I G'O.C..Max. No.2-2xG
ROLLtR PRESS,TYPICAL
4'-O'Min.2x4-S.Y.P. I COLLAR TIE I x4 WITH 16d NAILS CONT.2xG,NAIL TO o�ys/.L
AT I G'O.C.,Max. EACH TAPERED 2xG
i4(21-1 Gd NAILS 3 A
RIDGE/ TIE DETAIL r2\WAWfj ON DETAIL
These Plans Were Designed in Lapsider Box Eave Master Plan Dnikncd fly: Pmjm No. Sheet Number:
Haney Associates Inc. - Accordance with the 2010 Flordia - Lark Bullders o.R-K i2P.P224
Engineering&Construction Planning Budding Code for a Three Second 409 Dixon Street V 1 6
_ rowx> axMsnucnw-e.wwswtw-_.-__ MckedBy: Dsie
--— Gust—6f?nr.p h-—._,-... . _..—_- VTitalla,G1�304T4....- ---- �> --..0=41Z
• pproval Stlunpa:
GABLE END TRUSS 3•PLATES eACH SIDE A55EMOLYe GAME END TRUSS
EMBEDDED HYDRAULICALLY OR BY
ROLLER FRE55,TYPICAL
2x4 SW/19tt10S 2x4 SYP r 1 STUDS
AT 16'OR 24'O.G.
AT I G'OR 24'O.G. 20ga.T-WALL BRACINGRA STPS ON
INTERIOR AND EXTEWOR OP WALL,
FASTEN WRH(2)•0.131'x 2 Y;LONG 22.5' ATTACH WALL SECTIONS
ATTACH WALL SECTIONS—, GUN NAILS OR 08x 2 Y'LONG Max. ,V 5/I GW LAG SCREWS
iV 5/I G'x3'LAG SCREWS SCREWS AT EACH MEMBER
AT I W O.C.,Max. CROSSING. A7 18'O.C.,Max
SEE 51.2 FOR SKID AND FLOOR VAR1r5,ti D'to 13'8'
VARIES.G'O'to 13 8' FRAMING ---
End Wall Framing Option End Wall Framing Option SWI.,k
SCALE: 1/4'-I'-O' SCALE:1/4'-1'•O' atal,rte:r b.Q:iim""I 11fame Cw/Mtei yam
3•
GABLE END TRUSS FLATES EACH 51DE Or A55EMBLYC GABLE END TRLIS9
EMBEDDED"YDRAULICALLY OR BY
ROLLER PRESS,TYPICAL R,Rr�.
NVI .
2x4 5YP r1 STUDS 2x4 GYP r I STUDS hAppROVEDn
AT I G'OR 24'O.C. Max T-WILL BRACING STRAPS ON AT 16'OR 24'O.C.
INTERIOR AND WERJOR Or WALL. G3'�' DOCUMENT
FASTEN WITH(2)-0.131'x 2.YC LONG ATTACH WALL SECTIONS
ATTACH WALL SEGTI01ty GUN NAILS OR M&2W LONG
w/511 G'h3'LAG 5CRM A I
T SCREWS AT EACH MOMM GSt3'LAG SCREWS
AT I w O.C.,M (. CROSSING. A A'O.C..Max.
ax.
SEE 51.2 FOR SKID AND f100R
�.. VARIES,B-O'to 13'-9 FRAMING VARIES.W-0'to 13'-8'
End Wall Framing Option End'Wall Framing Option C/j//✓/`/'/J�
SCALE: 1/W-1'•O' SCALE:1/4'-I'-V
These Plans Were Designed in Lapsider Box Eave Master Plan D.sigmdBy: Pm*1NO. sheetNum- e�c—
Accordance Wrath the 201 O F1ordla Lark Builders -O.R.LL 1213=4
—Haney Associates,-Inc. S 7 9 7
Engineering&Construction Planning Building Code for a Three Second 409 Dixon Street t7 mw Br: Date:
-_._...__ . . _.. ._.....r_-Faust of l 6f} fr-...--- - . -MA.-- OMIT
-
- - - Vittalia,-Gi4 3Q474 _ -S o -
pap�l DetaI15 for Concrete ln5tallatim 0411 2mo 12 fL"Updju NO-M' 145TALL AWC
RE 95 REDuot'R6EK'q-t_�rj 5
t 1 10.1(2)-5WP5ON'MY @ 14*O.C.
30m R
OR`n4'@ I G'O.C.
a.;[; C;At%�Til- (150.1 GOoph)AND(1)1/2'Y4*LAG
DOWN F-tIGINtroz. r l W. BOLT THRLI WE PLATE Ed.2xlr'bL'--,rJ%G
0515%;(OR'-GLIWALSINIT). RMU;l-_V FOR
_lGMTffI'TO 500 L85 Of'�01510N 51V DIA.TMRU BOLT%YI7M 2'WAS"EP,
I ... T_'JW 5-mT
A449 GALVANIZED OR EQUIVALENT Al-ACMMfNr.
L
U'p
C
"IC
.5.1,"1'
TIGHTEN
To 500 Li
MAN
MINUTE f."MMA-1.5
10 MPH I.-AND ZONE.
51W SIMPSON TrqN OR WEC'Gt ALL
GROLIN)ANCHOR YAl"
EWDtL)tD 3'MN.:NSrALL A 5.10'01A.X 40
MIN"N't.101 Or 4'MM SLAB EDGE 51Nca G,raix(MoOn.#590GO)
I U."D Or" 822ONE:
ONE 5W
51NGL!G'MF-LLX(MO0tL159OG5)
4 I SO urn*Wt4D ZONE-
5EE GENIZIPAL N =- f 10
'5EE CHART FOR QUANTralE5)
Typical Details for Masonry Block In5tallatlon5
311 Z-GALVA?JZtD CABLE-I'
DOvvm tNGIN=JNG PART '2)-51mr50m-ox 0 14.O.C.
051556(OR EOUIVALENT). 10.13C-F+.)OK 51P"41'@ I--O.C.
74-TEm To Boo LB-1.OF TENSION 115,150.1=m-ph,AND(1)0^4 LAG 2 G 5LOCFJNG
.. .... ... ...... BCI-TTMRU BASE PLATE KZ_-_'�RRED VOK
LiSt(3)-311 Z'GALVAJC-_D CLAMP
It'-f3aMi ENGINEERING PAkXK1 518'DIA.TMIZU BOLT WJM;-WA-5TIM TMRI.I BOLTArTACKVZNE.
053b'-\G(OK fQUIVALENT) A4413I GALVANIZED OR--)IJIVALENT
BL
I I ONAP;I'MPO ZOW.
I IOMPM
30'GR-OUNJ ANCHOR Wrill !3W DIAM..X 40'GROUND c SINGLE 4*lila:a (MOM 859055) VAT"S!NGLr 61 HELIX(MODEL 1p5906o) ni
130 AND 150 MN WAND ZONE;; 130 AND 150 MPH WIND ZONt-
5,5."317 X 401 GKOt;ND ANCbOK W" WWDIAMI ..X 4&GROLNO ANCH®R
SINGLE 'MOM 11159MO) %MTH 5ING41 C'MELM RJODEL 459065
I ro mpl.i WIND 20"t- ✓ I GO mrs I VA14D ZONE-
W-CRAL NOTE-PI 0
SEE GEWR�NOTE 0 10 5U
pt CHART FOR QUANTiTZ51 (SEE CHART FOR.CILIANTMES11
y,LTI K:Mr,DOLT MIN.112*DIA.M.WITH __2zA BTL;m3.BEE PLANS I'Dik f?PACING
A 5.5'MU:MUM EMBWMENT AND A ANCHORING SCHEDULE
I.W!YIN.EDGt WFITANCr,5?ACF- '10
To P.'T.BOTTOM PLATE V, 41111101.9#A&1111IMIll ftwnbw 1110 130 1541160
.019
ANC'lOR5 AT V-Q'O.C.IFCK 0-a TO Lo .2.1. o"W"
IQ-iG'5UtLDiNG5.4'-O`FoK-G-C TO W-W I IIY-W r4l 4 2 2 2 2
141-cl BUILDINGS V4r I 1?4r rip 4
v4r I W-W r4r 4 2 2 2 2
2 2
lor-r r_v 4 2 2-
V4r r-W 7W 2 2
-L"7, 64r 114�w _r s 3
'r __L
_rf-jr _rr 6 3 3 3 3
rlgl'4r U)"(11 7141' 4 2 2 2 2
lair-W imr-C" ro a 2 2 2 2
IV IIY.Q* 14,11' r-or s 3 3 3
W-W IS,& r_T % 3 _T 3- 3-
Typical Anchon 55 Rjg�JIQ 5 to Concrete 51ab Datalt I a-W._ 2W41' " -a- S_3 3
17-C zc-w r-W IG 4 4 4
1111,41, 37v r-ol . 12 5 5 5
r
DF-51GN FAKAMETERPARAMETERSI ro Ir -(r a 2 -L-L
11.4, Ir-llr.(r r4r s -2 2 2 V
w.w 2A
ii�F' rw -a 72 '2 2 2
I. 'AIND OCSIGN PER,%C'7-10 Ira -a -3 3 a 3
101`1
2.:;'51GN VA SPEED -I''WPM- 3W(IM-150 W."I-I GO MiM _i�_ _10 -3 -3- 3
3.L ;)EXP05URC CAT ECME5: ir-V br-0r ----
tATVm:B,C t D - 13Cbwt-:B.C t 0 - I SCw**.'6.C I D - I roRfh:B4 C 1111--W 31W. LO __j2__.! _± 4
4.APNEI .
1It 11,4r 3iro r.(r 14 4 4 4 4
imfIORTAmU FACTM- ILO
5.ENCLOSURE CLASSIF!rATION: ENCLOSED 11114), Oda 74r 16 5 5 5 6
DESIGN htFT5 IN'TIERNATiONAL BUILDING CODE 2009 4 FLORIDA 5UW)ING COZ)'-2010 ir-r 170 W-W 0 2 2 2 2
mr ur-c, 6.4r a 2 2 2 2
lv-w W-V a 3' -L-L-L
GENERAL NOTE5 2170 64r a 3 3 3 !_
I. DESIGN-OR PAN 2,500 M CC,'i--PMr ll*-W 24*-W.. 6-47- to 3 S 3 3
2. ALL MMUX A.M01OR5 fAX0 Vtff THE MINIMUM WICM,NG LOAr,OF 3150,bs.AND N4 U%TWATE LOAD Of 11-0 W-47 64' 112 4 4
4725 bs. W-W 614' 14 5 5 5 5
3. WCAL A-4CHOR5 rM I Gomp WNp ZONES MU5T MfV,'A WNWULA VJOMMG LOAD OF 3454 rn- -4v--v re- 1s -5 -5 -S 5
A'4D AN',JI.TtWAlt LOAD OF 5200 hs. IV-r 4,r-V- W-W- 16 a -L i_-A.
-4. mCrio;*WUST Bt Ii,*TALj=V TO MkNUFACTIAL-R6 ncOMMSNDAT;ON5.ANY Eipamr,Cp DAMAGE 11'417 5V-41' GAr III, s 6 6 1 CAIJ5ED t;M4 INSTALLATION WJ:,VOID ANO:OK AND MUST 5:!DISCARDED. IT-W 14%r v_w 9_ 2 2 2 2
5. CONTRACTOR SMALL V151T THE SITE AND 7.MCROUGMLY°AMILMM TMrAISdLf VM EX1.57 ING 113W I641' W-W 9 '.Ll 3 3 a
OIN5 -
CONDTTI .CONTR,%C_TOF,5 KE_lPO'rI3LE FOP WEfTiNG SOIL CLAS54FICAT ION"OR 50-4 WL0*IL IT-e 2IY4r 61-V 12 3 3 3 3
ANCTIOR5 ftK MA,4UFACTUKtKS R!Q`Jd?WtNT5. 174 247F_ 15 _4 1 7'-A
r. ONE ANCHOR SMALL 1517 PLACED AT FACH 8131DING CORNR'W-T-flN I?CF CORPZK mcr 36'-w 64r la 4 4 4
7. A14Y REQUIRED MILRMWIATE ANCHOR.SMA.L BE PLACED EQUAL O45TANM APART rRom EACH OTHER, Tii; 670-- IT-W 21 5 5 6 IF
45. IMZ AMCMDRIW51 bt IN THE 5rM SOIL CLA55 M V41110'.THE LOAD R!=:NREMKW,5 WERE 5V. I7'4T 4Cr-T P-W 24 a 8 6 6
9. USE Ti,':. DOWN ENC4%EEKING IOR WMPfRNBiZ 1/2'X 30-GROUND AMCMCK IWTrl SINGLE A-MaW OR 113W 64r 24 6 6 6
51V VIA.X 401 AND 4W GROUND ANCHOR WlTrl 5INGLt V HEW ISO 5ff4r Ir_r 2r 7 7 7 7
10. FOP,I 60mpn W ND 70NE5 USE TIE DOWN!NGINfXNC(OR COWARA"MODEL f 59090 3/4'DIAM.
13-C 141-M 6.4r 12 2 i 2 2 2
30 Writ,A DOUBLE W MEUX(USt IN SOIL CLASSES 2)OR MODEL III 5SZ50 SJV DIMA.A 30'YATM A G! 17-V 16-T 94'- 1-2 _T__3 _3 -i'
MUJX AND A 4'hf.'I W fIJ5E IN 50L CLA_btS 344) 137-W _my�_ V-V Is 3 3 3--3
It. INSTALLATION OF Th:AlJCl IOK5 VEST MEET ALL AT REG-AREMEIN-75 AS SPZCAMED BY TIF,DO&N 17-W 21W 2-0 _4 ii--4 -4
-NGINEERING.INC TO iNC IUD!KQUKfMMT5IN5 fOK SPACING AND SITE 5MOMC SOIL Co.- 1174• W-W' W4r 2-4 -5 -5-5 'S 5
12. VAMMUM STRUCTURE HFIVSrIT IS 12 FEET 13-W 31W W-W 26 s s 5 -b"
13. NUMBER Or ANCHORS L15TED IN ANCHOR 5CIEDULE AM Trf MINNA-IM REGURFD NUMBER OF
174' 417-V T-W 32 a a 5 6
AVC"OR5 TO RUN ROWN EACH 50C WALL(TIE TOIAL NUMB'-R Or ANCHORS R--QUOCD PER BUIUDING IT4r F4 32 a a 6 S
WOULD W 2X THE k-1457ED IN THE SCHEDULE) - J-
"De 1.74r 36_ 7 ± 7
.. j J.
....... 77. 7
-�. 'i - DMICNeD FOR:
Itc,
LARK BUILDERS
405 DICIC-50NI 51RECT
Haney Associates Inc.
VIDALIA,G.A.30474 Planning
&Construtimlon P1
MIDJECT NUfAMP: P.O.An 34 Six Mk SiC"Ul-nme U44W7600 AIM 044WL"f
12LN224
DATE:ApnI 12th.2012