HomeMy WebLinkAboutEngineering RECEIVED JAm 2 3 2017
Ips rLr t : FLA Maaufaca7ed 8W*q Program
BUsin, t ,. 1540 NoM M� a
%�f nal TaOaauee. Fbaida 32399.0m
�t't�E1�%11iL)fl
Phone'850487,.1824•Fax:M414-8436
Kehl Lawson,Secretary Rick Scolt Govemor
L!i
August 22,2016IRobert Moore
F �� 9
Lark Builders,Inc.
P.O,Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,ID MFT-114;Expiration Date:August 22,2019
Dear Robert Moore
It is my pleasure to inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds,Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
Indicated(on the cover page of the plans]for compliance with the Code by your Third Party
Agency for pians 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.(www'fidr1d6buildind.oro)for onilne renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.Floridabuildina.ora to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sinnccerrely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
rONCEALED FASTENERS OR ATTACHMENTS
ARE THE MpONSIMM OF THE
NOV
not- m t,,5
CONTRACTOR of am ST.LITCY-E COUNITY BVIT-D-T-Wr DrVIS ION
RE CE
MEWED FOR CO
REVIELWEDB�
THESE PLANS AND'ALL PHOPOSED WORK DATE 0 (71101
PLANS AND-PVRUVT JSTHEKEPT-ON-JOB
ARE SUBJECT TO AW CORRECTIONS OR NO INSPECTION NVILL BF_r&WE.
REQUIRED BY FIELD IMSPECTORS THAT
fA ANEC ,.
ESS I N1 0 R D E R TO---M_;
Y BE
0 ALL APPLICAS PPPROVAL 2015-06-25
m'Ips:
160 mph Up. D ® Lapsider Box' Eave Wood Shed Master Plan ApprovalSta
GENERAL NOTES: Lark Builders DESIGN PARAMETER5: (HIP-GABLE ROOF)
[WIND DE51GN PER A5CE 7-IO.SEISMIC DESIGN PER A15C 341-051
I THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2012
113C BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY: I GOmph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. MIND IMPORTANCE FACTOR: 1.0
2. ALL MATERJAL5 ALL
SHAUL 13E IN ACCOANCE WITH THE 3. WIND EXPOSURE: D
ABOVE CODE AND ALL OTHER APPLICABLE LOCALRDCODES AT THE Vidalia, GA 30474 4. INT.PRESSURE COEFFICIENT: 0.18±
TIME OF MANUFACTURE. S. ENCLOSURE CLASSIFICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING.
DIMENSION. Sheet Index -ROOF LOAD(ZONE#1): +25.50/-52.Gb P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE#2): +25.501-74.19'P5F
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.0 Cover-General&Design Notes -Roof LOAD(ZONE#3): +25.80/-117.19 P5F
mrafion
5. LUMBER USED FOR CON5TRUCTION SMALL 51 AS fOLLOW5: -WALL LOAD(ZONE#4): +5G.00/-G 1.30 F5F fiff-f-911.1/nf0� 110 11
S1.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +57.001-72.00 PSF
FLOOR_101575- 2x4 5.Y.1712-(12-15%M015TU?E CONTENT) S1.2 Skids&Floor Framing Plan -WALL LOAD(ZONE#405): +56.50/-66.70 PSf CODE REVIEW
2X6 5.Y.P.#2-(12-1517.M015TURE CONTENT) Pror-lonal Service
industries
2X5 5.Y.P.#2-(I2-j5%M015TURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 125 P5F 174833rd Strad
WALL 5TUD5- 2x45.Y.P.#1-0 2,15%M015TURE CONTENT) 5. FLOOR DESIGN DEAD LOAD: 12 P5F Orlando,Florida 32839
-15%MOISTURE CONTENT) S1.4 Openings Schedule&Framing 5. Roof OE51GN LIVE LOAD: 20 P51' Plan Revie,er.wialiann E_Neary.III
Roof:RAFTERS 2x4 5.Y.P.#I-(12 ICC 0 5185040
PxG 5.Y.F-#: 2-I 5%MOISTURE CONTENT) S1.5 Roof'Framing&Schedule 0. Roof DESIGN DEAD LOAD: SELF WEIGHT LA NU11111
COLLARTIE5- 2x4 5.Y.P# 2- 5%MOISTURE
CONTENT) �1. WALL DE51GN LOAD: 8 r5f FL SIM1.79,SMP41
W -0 S1.61 Typical Frame Section Details 12. COMBINATION LOADS: AS PER A5CE 7-10
WINDOW SILLS- 2X4 5.Y.P.#1-0 2-15%MOISTURE CONTENT)G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: IS1.71 End Wall Frame Options 13. SEISMIC USE GROUP: B
SKIDS,FLOOR J015T5 AND 3/4"TCG FLOOR SHEATHING 14. BUILDING CATEGORY: (
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F. 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND GENERAL NOTES CONTINUED: 1 G. CON5TFUCnON TYPE: v 5
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS:
9. ALL ALUMINUM TO 13E 3005-3105 ALLOY WITH 32,000 r51 MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 16. EXTERIOR WALL FIRE RATING: 0
YIELD STRENGTH. CORRUGATED ALUMINUM,MASA ALUMINUM,4'LAP 19. DE51GN OVERHANG: 8 INCH
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/5'P.T.T I-I I SIDING,VINYL SIDING WITH 20.DF51GN MEETS INTERNATIONAL BUILDING CODE 2012 4 FLORIDA
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKEF,HARD]BOARD,STEEL SIDING AND BUILDING CODE
ROOFS SMALL MEET MANUFACTUPER!5 RECOMMENDATIONS. 'PLEKO'STUCCO ON 5/5'DENSE GLA55 GOLD. 21.THE CONTRACTORWANUFACTUREP MUST COMPLY WITH THE
ALL HAVE THE SAME SPACING AS THE WALL 2 1.ALL DOORS SMALL BE ABLE TO BE OPENED FROM THE FOLLOWING CODES:
1 1. Poor RAFTERS 5M
5TUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS 51DE WITHOUT THE USE OF A KEY. 2014 FBC,51h Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 5HALL.HAVE!A DOUBLE 22.DOOR SHALL BE 2 1/4P x I I/161 ALUMINUM Emu= 2011 NEC
UNDEPLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL IN5EKT.ALUMINUM
1507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code Haney Associates,Inc.
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3N I-Y4'x 16 Ga. 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, CeftificateofAuthorization I
HAT CHANNEL PUFUN5 ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,GO'x 72'ALUMINUM DOOR,32' AND THESE BUILDING5 ARE EXEMPT FPOIAI THE THE FBC ENERGY No.27124
O.C. 48-SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 101.5.2-
14. ANCHORS SHALL MEET THE REQUIREMENTS Or ALL APPLICABLE SIZE,QUANTITY,AND LOCATION MAY VARY.
LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 24.PREMANUrACTURED DOORS THAT MEET APPUCA15LE SITE INSTALLED ITEMS:
,GV� R.
5. BUILDING 15 CLA55INED AS TYPE".5' (STORAGE) CODES MAY BE USED INSTEAD Of DOORS LISTED ABOVE I. THE COMPLETE FOU�DATION SUPPORT AND TIE-DOWN SYSTEM. ...........44'.
G ALUMINUM WINDOWS-1YPE,SIZE.QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE 5�-O%STUD AND RAFTER
2. PAMP5.5TAIR5 AND GENERAL ACCE55 TO THE BUILDING.
0.*
LL
Q'rg
VARY. SPACING SHABE 16'O.C.,Max.FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No. 64
f7. ALL FASTENERS INTO F.T.WOOD 511ALL BE HOT DIPPED GALVANIZED ABOVE T-O",WALL5 UNDER 7'-0'IN HEIGHT MAY HAVE BUILDING.
FASTENERS. FRAMING SPACED AT 24'O.C..Max. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND ::-U.
18. MANUFACTURER INSTALLATION STANDARDS SHALL 13E FOLLOWED IN 2G.ALL BRAND MATERIALS SPECIFIED MAY 13E SUBSTITUTE[) P3 I 8.G '�n'. STATE F
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FOR EQUIVALENT OR GREATER PRODUCT. NOTE:TH15 U5T DOES NOT NECESSARILY LIMIT THE ITEMS Of WORK -,-<0.
FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCESSORY
AND MATERIALS THAT MAYBE REQUIRED FOR A COMPLETE • 0 R k 0
19. THESE STRUCTURES SHALL NOT BE USED POP,COMBUSTIBLE OR BUILDING FOR A ONE OF TWO FAMILY DWELLING UNDER INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL .........
4005q.ft.)MUST HAVE ATLEAST(1)32"x80"(MIN.)DOOR. JURISDICTION APPROVAL. IONA%-
HA7ARDOU5 MATERIAL.
These plans were designed in accordance with: Lapsider Box Eave Master Plan Designecl By: Project No. Sheet Number:
2014 FBC,51'Edition O.R.H. 12EN224-
Happy Assockttes, Inc. 2011 NEC Lark Builders 160-D SYM
Engineering&Construction Planning 2014 Florida Ore Prevention CodeS1 0
409'Dixon Street Checked By: Date:
P.O.U.349.SU May&c.29682-Ph...:864��7600 For Wind Speed 160 mph,Exposure 1) Vidalia,GA 30474 C.L.A. 02/27/13 1 of 8
z.
" `'".•'__..� ,':;'�' fir UI :S
PSI APPROVAL 2015-06-25
ELECTRICAL NOTE5: Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING,IT SHALL BE - -
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL _
- CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UNITS)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
-` 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE COIJTINUOU5 SOLID COPPER INSULATED 32"MIN„GO"MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION—_ 24° ,r �15Y G'-8'HEIGHT DOOR,
DI5TRIBUrION PANEL. ARE AND QUA MAY VARY
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO BE AND ARE OPTIONAL. 5�MAX MAXL • LOCATION MAY VARY.
I. 7� \.
GROUNDED TO MINIMUM I O'-0°COPPER CLAD EARTH DRIVEN ROD
i
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. _
5. ALL CONDUIT TERMINATION'S OF I°OR LARGER ARE TO HAVE PLASTIC —
INSULATED BUSHINGS. - I
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4$.DS 1 WALL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATEST STUDS W/S.Y.P,
EDITIONS. 'Q 1 k2-2x4 SOLE PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCF551BLE �_ � P.T.3/4"TCG i U neSs Infornallion
a, , To Build On
0I5CONNECT5ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR,SHEATHING I ,
I O
SEE VARIOUS END I
WITH A MARKED"Off'POSITION THAT IS PART OF THE HVAC SEE VARIOUS END WALL
WALL FRAMING \ I CODE REVIEW
EQUIPMENT SHALL BE PERM AS THE DISCONNECTING MEANS Q u FRAMING SECT-IONS FOR I
SECTIONS FOR WALL, � I z a Professional Service lndusvies
ONLY WHERE OTHER D15CONNECTING MEANS ARE AL50 PROVIDED BY \ WALL AND DOOR FRAMING.I 0 1748 33rd Street
AND WINDOW FRAMING. i
A READILY ACCESSIBLE CIRCUIT BREAKER. w I Orlando,Florida 32839
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING \ i Plan Reviewer.William E.Neary,III -
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS a — i ICC 0 518504
BEING IN COMPLIANCE WITH SEC. I I O / FL eMI
-9 OF THE NEC BY A LOCAL J9,
\i ,` I FL SMI-T9,aMPS1
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING I
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, J;�L$�R/p
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED, i " i -----------
SUBJECT TO LOCAL JURISDICTION APPROVAL.
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE N 1 2 AWG THHN AND OPTIONAL ELECTRIC TO WP 32"MIN.,60 MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD \G' BY 6=8'HEIGHT DOOR, 4'-O°or 6'-0°
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
I I. ALL ELECTRICAL OUTLETS SHALL BE GRCI IN ACCORDANCE WITH EXISTING POWER Optional Porch
- ARTICLE 1210.5(A)(2)NEC-08. 50URCE TO UNIT 50'-0°MAXIMUM BUILDING LENGTH
Electrical Symbol Key j Haney Associates,Inc. .
NOTES:• Certirficate of Authorization
GFCI Duplex Receptacle 120V 1 H •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. No.27124
•BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-O°SHALL HAVE WALL
Incandescent Light w/(1)-60w Bulb FRAMING SPACED AT I G°O.C.,MAX.
...........
Nq
`0 •�?%N
FT Junction Box j}��
Typical Floor Plan Nozsa5ss ••
$ Switch SCALE: 1/4"=P-0° _ =
WP Weatherproof =0" STATE Q
$R Switch wl Receptacle Outlet 120v 10
r//lnntta�h
�– These plans were designed in accordance with: `I Lapsider Box Eave Master Plan DesigneaBy: Project No. .Sheet Number:
! 2014 FBC,511 Edition 12EN224-
Haney Associates, gnc. I i 2011 NEC Lark Builders O.R.H. 160-DSWW S1 .1� n
Engineering 8c Construction Planning 2014 Florida Fire Prevention Code
409 Dixon Street Checked By: Date:
'z,_ r.a.n.:]49,St.MU,S.GlBsex-ehon°:e646 6.7600 For Wind Speed 160 mph,Exposure D C.L.A. 02/27/13
- Vidalia,GA 30474 2 of 8
copy
PSI APPROVAL 2015-06-25
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOP,J015T 51ZE
125 psf Live Load (2 Skid) 125 psf Live Load(3 Skid)
Width) Joist Size&Spacing I A B Width l joist sizempacing A B 'A'
6-0" 2x4's @ 16"O.C:,Max. 15" 42" 6-0" 2x4's @ 16"O.C.,Max. 12" 24" B.
Max. 18" 60" 81-0n 2x6's @ 16"O.C.,Max. 16" 32-.
101-01, 2x6's @ 16"O.C.,Max. 24" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR J015T 51ZE
111-01, 2x6's @ 16"O.C.,Max. 24" 84" 11'-0" 2x6's @ 16"O.C.,Max. 22" 44"
111-81, W's @ 16"O.C.,Max. 28"184" 11'-8" 2x6's @ 16"O.C.,Max. 24" 46'
l ' 52" B. B.
-0111 W's @ 16"O.C.,Max.ax.i�_F
IT-011 W's Cc 13'
13'-8,, 2x8's @ 16"O.C.,Max. 40"184" .13'-8"1 W's @ 16"O.C.,Max. 128" 54"
NOTES: -
•FA5TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TRUCTUPAL COMPONENTS AS SET FORTHrp—MMInflo.-i"101110T
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERV45E SPECIFIED.
-ALL 5KID5 ARE r.T.-4xG 5.Y.P.#2 OR(2)-P.T.-2xG 5.Y.P.#2 CODEREWEW
•G'-O"WIDE UNITS MAY USE 2.45.Y.P.#3 J015T-5 Professional Service Industries
•ALL JOISTS,ARE TO BE P.T.-5.Y.F.#2 174833rd Street
P.T.SIDE RAIL TO MATCHP.T.SIDE PAIL TO MATCH Orlando,Florida 32839
J015T SIZE,SEE FRAMING J015T SIZE.SEE FRAMING Plan Reviemc W1111am E.Neary.flI
SCHEDULE FOR SIZES. r5CH MULE FOR SIZES. Ice 95185040
LAOU00406
dHHHFL SMI-79,SMPSt
SEE SCHEDULE FOR J015T 51ZE
SEE SCHEDULE FOR J015T SIZE
142
I, to Haney Associates,Inc.
Certifirate of Authorization
No.27124
5
H
rM ]V- t7 y, R. ly
...........
gg4
/—P.T.-4xG 5.Y.P.#2 or PT 4xf;SYP #2 or CEIV
4'-0'or G'-O' 4'-0'or G'-O" NO.
(2)-P.T.-2xG 5;Y.P.;F2 SKIDS 0-P.T.-2XG 5.Y.P.W2,SKIDS 58
O!"I'lOnal?Orctf 'I Optional Porch Z*:
50'-0'MAXIMUM,BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH
ST
Typical 2 Skid Floor Framing _I Plan
)Plan Typical 3 5kid floor framinc
SCALE: 1/4'=V-0' SCALE; 1/4"—1'-0" fill I
These plans were designed in accordance with: Lapsider B x Eave master Plan Designed By. Pmjcctx0. Sheet Number:
2014 FBC,5th Edition O.R.H. 12EN224-
Haney Associates, 2011 NEC Inc. Lark Builders 160-D SWW
Engineering&Construction Planning Dixon Street
2014 Florida Fire Prevention Code 409 Checked By: Date:
P.O.11�348.Six M,,S.C.29682.Ph...:864-646-7600 For Wind Speed 160 mph,Exposure b Vidalia, GA 30474 C.L.A. 02/27113 3of8
FOILE
PSI APPROVAL 2015-06-25
r Approval it ps:
2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STUDS.
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE .SKIDS MAY BE P.T.-4x6 5.Y.P. 2x4 5,Y,P.#2 SOLE PLATE,
/- FOR JOIST SIZE #2 OR(2)-P.T:2x6 S.Y.P.#2 CONTINOUS W/5/1 G"x-4- SEE FRAMING SCHEDULE
I LAG5 AT 18'O.C.,Max. FOR J015T AND BAND SIZE
kkk�� I/ �I (2)SIMPSON H-3(OK—
'
3/4°T4G FLOOR P.T.3/4"T4G FLOOR
1�t A I EQUAL)CLIPS AT EACH SHEATHING SHEATHING
_ STUD,ONE EACH SIDE
OF SOLE PLATE
5ENCO K25(OR EQUAU OTCH SKIDS IY1k IYz
NAILS AT 12"O.C.,ROWS FOR EACH FLOOR JOIST 1 (I 1
SHALL BE 1.5'FROM EDGE, ------------I,--�
STAGGER ROWS G'FOR F- I 2x4 5:Y.P.#2
(2)-P.T:5.Y.F.-2x6'5 5rJD5, I 2x BLOCKING BETWEEN L. SOLE PLATE 20ga.UPLIFT STRAP 5
START PATTERN WITHIN 6° EACH 131x MINI Walls
SYJDS,FASTEN TO END EACH END,MINIMUM
OF EACH END OF SKID 2.4 BLOCKING BETWEEN-•` - J015T W1(3)-0_I 20'x3" I 1
SKID5,FASTEN W/ ---- -NAILS AT 12"O.C.EACtI]
OPTION"A° ppp�ME 1 1.01
(2)-O.120'x3"NAILS AT SIDE,STAGGERED. /1� OuildAl
12-O.C.,STAGGERED. 3a WALL STUD TIEDOWN DETAIL ` ''
,I I \5KI14FLOOR FRAMING DETAIL 2 END J015T FRAMING DETAIL CODE REVIEW
1. SULLL:314•=1'-O' I. 5CNLLEt 1.5•-r-0' ,Professional Service Industries
1746 33rd Street
Orlando,Florida 318]9
Plan Reviewer.William E-Neary,III
ICC a 5785040
LA#00408
FL SMI-79,SMP-51
SKIDS MAY BE P.T.-4x6 5.Y.P.
#2 OR(2)-P.T:2x6 5.Y.P.#2
2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING
ATTACH SOLE.PLATE 2"LAP SPLICE FASTENED j
�✓'- TO SKID FRAME WITH y�- W/(6)-5/16"x4"LAGS `
SEE FRAMING SCHEDULE 5/16x4°LAG SCREW P.T.4x6 5.Y.P. (OUTER FACE),(3)-5/16.4"
FOR J015T AND BAND SIZE AT 18"O.C.,MAX. ?I-. #2 5KID5 LAGS(INNER FACE),(9)LAG
P.T.3/4°T4G FLOOR ATTACH J015T TO 5rJD WITH SCREWS TOTAL. ,.
SHEATHING
5/1 GN4"LAG SCREW OR(2) Haney Associates,Ina
t 51MP50N H-3(OR EQUAL)AT -'til' ! Certificate ofAuthotization
5 EACH END OF JOIST,SEE ,1 y No.27124
1 F 3"x6'SPLICE PLATE I 3 of
FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT,FASTEN
(2)-P.T:2x6 EACH PLATE W/(5)-5ENCO Ittt t I t t t I rrr
q 2)5IMP50N H-3(OR NOTE:ATTACH END JOISTS TO SYJD WITH(2)-5/16x4° 5.Y.P.#2 5rJD5 K28(OR EQUAL)NAILS R.
2x4 5.Y P.#2 LAG SCREWS OR(4)-0.131 x4'GUN NAILS]AND A EACH SIDE. Q. :' CEN ••.ti
EQUAL)CLIPS AT EACH
5OLEPLATE � � r
STUD,ONE EAGH SIDE SIMPSON H-3[OR EQUAL]AT EACH END OF JOIST. O;' 0 7/3" ••.
OF SOLE PLATE No 56
OPTION"B" TYPICAL SKID TO
/ �JOI5TCONNECTIONDETAIL. / o \TYPICALSKIDSPLICINGDETAIL STATE OF
36 WAL STUD TIEDOWN DETAIL I. SCALC:3/4'-I'-0• I. 5G 3/4•—L-O TOT
I.
5cAlE:3/4•=1w• �tCs :c�ORiID.--'C?��
%rsIONALt `1:1
These plans were designed in accordance with: Project No. Sheet Ntlrnber:
Lapsider Box Eave Master Plan Designed Hy:'
2014 FEC,511 Edition O.R.H. 12EN224-
Haim Associates, Ine. 2011 NEC Lark Builders 160-DSWW
wi Engineering 8c Construction Planning 2014 Florida Fire Prevention Code S1 .3�Of -
409 Dixon Street Checked By: Date:
,L—
P.O.9,r34R.SI,MBe,S.0396n-P6°n°:864H6-7600 For Wind Speed 160 mph,Exposure D C.LA. 02/27/13
Vidalia,GA 30474
• E.- CC
�PY
PSI APPROVAL 2015-06-25
Approval Stamps:
'r
4.5 30.5" 42"Max.
\_ Max, Maz. GO"Max.
75.5"Max.
I
_1A
°L---------'---"---'-------------- -_--
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS.
5 50'-O"MAXIMUM BUILDING LENGTH ��ri Infornialion
To Build On
Typical Side Wall Open=15 Framing
_ I CODE
SCALE: 1/4'=P-0°
Prolesslonal nalSe W
rvice Industries
1 1748 331d Street
Orlando,Florida 31839
Plan Reviewer.William E,Nee,y,111
Iced 5105040
WALL OPENINGS FRAMING SCHEDULE, LASO000406
FL SMI-79,SMP-51
Max. Header/Sill Header Fasteners. Sill Fasteners King/Jack 1 Option A:Stud to Band Joist Option B:Stud to Option A: Option B:
Opening 1 Type (Each End) (Each End) Studs I Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor Lags
14.5" 1/1 (4)-16d Nails (3)-16d Nails 1/0 No Strap Requited,Nail Per FBC&IBC -See"Option A (N[A) (N/A)
(5)-16d Nails (3)-16d Nails 1/10 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A)
30.5" 2/1 (7)-16d Nails (4)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/'A)
42" 2/1 (6)-16d Nails (5)-16d Nails 1/1 (2)-20ga.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.w/(5)-0.131x2.25"Nails (2):Sirrpson H-3 7 5
63" 3/2 (10)-16d Nails (9)-16d Nails 2/1 (3)-200a.w/(7)-0.131x2.25"Nails (3)Simpson H-3 g 6 HaueyAssociates,Inc.
Ccrtificate of Authorization
75.5" 3 (13)-1.6d Nails (N/A), 2/1 (3)-20ga.w/(7)-0-131x2,:25"Nails (3)'Simpsori H-3 10 7 No.27124
96" 3 (13)AU Nails (N/A) 2/1 (3)-20ga.w/(9)-0.131x2:25"Nails (3)Simpson H-3 11 12
;``1111tRlirrrr'
NOTES: AGK •N,q '�.
•ALL HEADERS AND 51LL5 SHALL BE CONSTRUCTED FROM SY P #I No.
STRAPS CUPS AND ANCHORING LAGS STATED ARE FOR EACH SIDE OF OPENINGS V!V D N 645 8 �
STRAPPING MAY WRAP BAND JOIST IF NEEDED TO INSTALL REQUIRED#OF FASTENERS A„
•ANCHORING LAGS SHALL BE I'FROM STUD AND SPACED i°O.C.CENTERED ON BAND J015T
•REFER TO CUP MANUFACTURER FOR CUP FASTENING REQUIREMENTS (I)-2x4-5.Y.P.#I (2)-2x4 5.Y.P.#I w/1/2"PLYWOOD (2)-2x6!kX.P.#I w/ .STATE-OF
•51MP50N C51 6 STRAP5(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER.or.(I)-4x4 5.Y.P.#1 1/2"PLYWOOD SPACER 0�
OPENINGS 42'OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON CC'F�ORIOP'r•C?
OPENINGS GO'OR GREATER Header/5111 Type I Header/5111 Type 2 Header/5ill Type 3 'ass/ONAL
SCALE: 1.5"-P-O' SCALE: 1.5'—1'-O` 5CALEi 1.5'—P-O' I r I I till
_ T ese pans were designed in accordance with: Project No- Sheet Number:
Lapsider Box Eave MasterPlan nesignedsy:
2014 FBC,511 Edition O.RJi 12EN27A-
Ha>ney Associates, Ione.. 2011 NEC Lark Builders :160-n SWw
r•"1 Engineering&-'Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S1 .4
P.o.11-34i,St.N1or,s.cn682-l'b r:e64-646.7600 For Wind Speed 160 mph,Exposure D Ch C.L.A. 02/27/13
Vidalia,GA 30474 5 of 8
( OPY
PSI APPROVAL 2015-06-25
ROOF FRAMING SCHEDULE Pp I S�
SCHEDULE AND ROOF FRAMING NOTE5:
t—
Wall Framing at 24"o.c., Max. Wall Framing at 16"o.c., Max.
-EUILOING5 WITH WALL HEIGHTS GREATER THAN 7'-0"SHALL HAVE WALLAND ROOF rPAMlMG5rACFD
Required# Required# AT I G*O.C.,MAX.
Width Rafter Size Width Rafter Size POOP FRAMING SHALL 19E SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER,LOAD
of Strap Nails of Strap Nails TRANSFER AND STRAPPING
6'--0. S.Y.P.—#I-2x4'5 6(ea.end) 6'-0" S.Y.P.#1-2x4!5 5(ea.end) RAFTFRTO STUD 5TRAPPING,5HALL BE 20,3a.x I Y2"WIDE AND FASTENED WITH 0.131 x2.25"NAJL5.
•ROOF DRAINAGE SHALL COMPLY WITH F.S.C.2010 1503 AND,8318.6
8'-0" S.Y.P.#1-2x4's 7(ea.end) 8!-0" S.Y.P.#1-.2x4's 5(ea.end) -ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED 014 THE INNER OR OUTER FACE OF THE
10'-0" FRAMING
(ea.end) 1 0�-on Sy.p.#1-2X4,s 6(ea-enj)— FASTENERS WILL mEer THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A55ET:
11'-0" S.Y.P.#1-245 10(ea.end) -0 S.Y.P.#1-2x4!5, §(ea-end) FORTH UNDER FBC 2304.9.1 AND TABLE'2304,9.I LJNLF-55 OTHEWSE SPECIFIED.
11'-8" S.Y.P.#1-2x6's 10(ea.end) 11'-8" S.Y.P.#1-2x4's 8(ea.end)
IT-W S.Y.P.#1-M's 11 (ea.end) 13'-0" S.Y.P.#1-2x6's 8(ea.end)
37-T S.Y.P.#1-2x6'5 —1 S.Y.P.#1-2x6's 9(ea,end)
finn
bftuildOn
Optwnat Porch
CODEREVIEW
Professional service Industries
1748 33rd Street
e— Odandol,Flqdda,32839
Plan ReA—William E.Neary,III
ICC#5185046
LA VU00406
FLSMl-T9,sMP51
SEE SCHEDULE FOR RAFTER 617E
ob
RIDGE
Battey Associates,Inc.
Certificate
"17Authorization_
P 5.Y.P.#2 5EAM5 No.27124
UNDER WALL TOP PLATE To
ALLOW TOP PLATE TO RUN
CONTINUO51FOR RAFTER
R
rrttrlr
BEAMING.(PORCHES)
.
N,J
50'-0'MAXIMUM BUILDING LENGTH Q.- \rEN
0
No 558
Typical Roof Framing Plan TATE 0
SCALE: 1/4'-P-O"
These pT.n!F--e—d-,9nej-.—..c,.rd
2014 FEC,511 Edition once with: Lapsider.Box,Eave Maste Dcsipedl! Project No. Sbeet Number—.
Hanfay Assoelatgs, Inc. i2oll NEC r Plan O.R.H.. 12EN224-
Engineering.Sk Construction Planning 12014 Florida Fire Prevention Code Lark Builders -160-D S*W
P.0.aax348,ShMUe,S.0 296&2-Plb-86416-7600 For Wind Speed 160 mph,Exposure 0 409 Dixon Street Checked By: Date;.
Vidalia,GA 30474 C.L& 02j27/13 6 of
+tt N
PSI APPROVAL 2015-06-25
Approval Stamps:
2 I/2°x I/2"CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4 J`
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 TRAXX/I AT 8'O.C.
TO EVERY RAFTER wl -----------
(2)-O.131°x 2Y4" 1 �-'�-`�� SEE FRAMING P.T.4x4 BEAM5
�- LONG GUN NAILS "� - '�, SCHEDULE FOR RAFTERS NOTCHED AND AND -
I I (2)H-3 CUPS AT FASTENED AND
AN ER
----_ __--- EACH CORNER -
1 ATTACH TOP PLATE TO STUDS WITH(4)-0.131 x 3.25'
w/(2)-0.13 1 x3.25'GUN NAILS, GUN NAILS
o p ATTACH TOP PLATE TO RAFTER 4x4 AT EACH
K ip SEE ROOF FRAMING PLATE w/511 G°x3'LAG 5CREW5 CORNER CUT
SCHEDULE FOR STRAPPING AT 18°O.C.,Max. DOWN TO
REQUIREMENTS SUPPORT BEAM5 P.T.A4x4 AT
O EACH CORNER
2,4 5YP#I STUDS AT I G" .
- OR 24'O.C.
O SEE 51.2 FOR 5KID (2)H-3 CLIPS AT
2 I!2°x I/2° CORRUGATED 3'x 5°STEEL NAIL'MITEK'
AND FLOOR FRAMING PANELS(FASTENED W/#8x EACH CORNER OR'ALPINE'PLATES,(2)
IYx WOOD SCREW AT G" PER POST 1M`7°.ToBuifdOn
O.C.OR EQUAL)
CODE REVIEW
11 - VARIES,6'-0"to 13'-8' Professional Service Industries
1748 33rd Street
4'-0"or 9-06 Odando,Florida 32839
Plan Reviewer.Williarn E.Neary,III
Typical Frame 5ectlon Iccn5,85040
SCALE: 1/4"=1'-0" Typical Porch Option Frame I FLS MI-79,SMP-51
SCALE: I/Z°=1'-0"
5IMP50N H-3
HAT CHANNELS AT 24'O:C.,MAX. - 20 COLLAR TIES OR EQUAL AT
FASTEN.131' EVERY RAFTER W/:(2)- �` EACH RAFTER
0.131 k 2Y4'LONG GUN NAIISd NAILS AT
SEE ROOF FRAMING I6 -
SCHEDULE FOR RAFTERS TAPERED 2xG
.ATTACH TOP PLATE TO
51MPSONH-3 OR ; STUDS w/(2)-0.131x3.25"
EQUAL AT EACH GUN NAILS,ATTACH w/TOP ATTACH FASCIA Haney Associates,Inc.
RAFTER , PLATE TO RAFTER'PLATE Cevi£cate of Authorization
TO RAF7ER5-w/
5/1 G"x3 LAG 5CREW5 AT (2)-0. No.27124
18"O.C.,Max: 131 x3.25°
3°x 5'STEEL NAIL'MITEK OR'ALPINE GUN NAILS
EMBEDDEDCHYDRAUUCALLY OR BY 11Gd NAILS 6°O.C.MazT NoP2 2x6ERED P F. ```;GK t IR11 ly r i
ROLLER PRESS,TYPICAL 1 0��.. ��F
CONT.2x6,NAILTO
4'-0'Mm.2x4-S.Y.P.#I COLLAR TIE 1x4 WITH 16d NAILS N���JJJ.- 4 58
AT I G"O,C.,Max.
EACH TAPERED 2x6 ��^d •'
.. w/(2)-I Gd NAILS /TN OVERHANG OPTION DETAIL may`✓may'J
I®. '� :3/4•-r-a STATE 6F
I RIDGE COLLAR TIE DETAIL 2'\O\iEPHANrOPTION DETAIL- CCS;;c(OR10P;r� �
1.. Cntt:l•-ca
/nnnt
These plans were designed in accordance with: Lapsider BOX Eave Master Plan Designed By: Project No. SheetNtlmber:
2014 FBC,511 Edition 0 0 A- ■
HidEleySR.Fi Associate , Ine. '2011 NEC Lark Builders 1560-D-D SWW
-, Engineering&Construction Planning 12014 Florida Fire Prevention Code 409'Dixon Street Checked By: Date:
P.O.aon348:SIa[,NgSC19682-P15—:1164-6W600 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 02/27/13
7of8
PSI APPROVAL 2015-06-25
Approval Stamps:
3'x 5"STEEL NAIL'MITf OR'ALPINE'
GABLE END TRU55
PLATES EACH 51DE'Of ASSEMBLY GABLE END TRU55
EMBEDDED HYDRAULICALLY OR BY
ROLLER PRESS,TYPICAL
2x4 5YP#I STUDS 2x4 5YP#I STUDS
AT I G"OR 24"O.C. / ,20V.T-WALL BRACING 5TRAP5.ON ••� AT I G"OR 24"O.C.
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0.13 IN 2Yd'LONG
ATTACH WALL 5ECTION5 / GUN NAILS ORS8x2Y4°LONG Max. ATTACH WALL SECTIONS
w/511 G'x3"LAG SCREWS % SCREWS AT EACH MEMBER w/511 G"x3"LAG SCREWS
AT 18"O.C.,Max. CF0551NG. / AT I8°O.C.,Max.
c_
i \
N
I x
- SEE 51.2 FOR 5YJD AND FLOOR �a Infamlmian
VARIES.G'-q'to 13'-8" FRAMING VARIES,G'-O°to 13'-6° l�Ps 1"N't,ildOn
End Wall Framin Option I CODE REVIEW
End Wall Framing Option e p Professional Service Industries
SCALE: 1/4"-1'-0' SCALE: 1/4"=1'-0' 1748 33rd Street
Orlando,Florida 34839
Plan Revie-r..William F—Neary,III
ICC OS 85040
GABLE END TRU55 3°x 5"STEEL NAIL'MITM OR'ALPINE' GABLE END TRU55 IAaun*709 srePs1
PLATES EACH SIDE OF A55EMBLY FLsh-7s,
EMBEDDED HYDRAULICALLY OR BY
e ROLLER PRESS.TYPICAL a s
i
�'-
2x4 SYP#I STUDS � 2x4 5YP#I.STUDS
AT I G"OR 24"O.C. 20ga.T-WALL BRACING:57RAPS ON '\ AT I G'OR 24'O.C.
J S6°Max. \ INTERIOR AND EXTERIOR OF WALL. G3"Max.
FASTEN WITH(2)-0:131 N 2Y4!LONG i Haney Associates,Inc.
ATTACH WALL SECTIONS GUN NAILS OR,#8x 2-Y4"-LONG ATTACH WALL SECTIONS I Certificate of Authorization
w/5/I G"x3"LAG SCREWS' i 4 5CREW5 AT EACH MEMBER O *1511 G°x3'LAG SCREWS No.27124
AT 18"O.C.,Max. t` , CROSSING. .i. AT 18'O.C.•Max.
R. N
q
If
5EE 51.2 FOR 5K10 AND FLOOR '�C;• N 88558
VARIES,6-0"to.13'-8' FRAMING VARIES;G'-0 to 13'-8" - -
End 1Nall Framing Option End Wall Framing Option %p�• ScTATE o
SCALE 114"=1'-0° "SCALE: 1/4'--'1'-0"
'�.S/ONAt-
These plans were designed in accordance with: Project No. Sheet Number:
2014 FBC,5th Edition 9 Lapsider Box Eave Master Plan Designed By:O.R.H. 12EN224-
Rainey Assoeaates, Inco 2011 NEC Lark Builders
i 6O-D SW W
Engineering 8c Construction'Planning 2014 Florida Fire Prevention Code S1 .7
P.O.s"x348,six mile,S.C.296M-Ph-864-44sasos 409 Vidalia,
G Street Checked By: Date:
����` For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 0227/13 8 of 8
RFI1 t lllL<!i
ECEIVE :.sL 7a-.4.;
DO cD TABLE 2A 165D/170C TABLE 2B - 140C "
2 ANCHOR UFIEM S DES CENTER-70-CENTER.
A5 PER ASCE. GR_ De- 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
2.ALL OR SUREMENII ARE GREG ASLO-CEMER.
3.TIE-DOWN ON TO BE 1-1• 0.035-WVAMZED SIEEI,FEDERAL SHED WIDTH �IMUM ANCHOR SHED WIDTH �IMUM ANCHOR
SPECPRIA140 DOS-]BI-X.'TYPE-1,FINISH-B.GRAD[-l. TIE-DOWN SPACING SPACING CODE INFORMATION
STRAPS AND CONN E T HAHGAME TO HAVE 4,723 lH.MINIMUM 1M-oOxN STRAP TI
ULTWATE CMACIIT(3,150 LB.•1.5). () '+w l]T D'lot OR 169. 4f- � cOOE v6DON '�'•` -
9.ALLEARTH ANCHORS SHALL HWE A MINIMUM 4,300 I.B.[MALAY. (ICL NOIW 2 U5 DR(1)+.e P.T.STP#2 seas 11P�0�;16'�,-p" �' 1D'-0' UP TO 16'-D" 10'-0" .w.e
9,EARTH ANCHORS LOCATED AT EACH CORNEA,MAXIMUM Te-FROM END LLS-BL In Ox mpuxOJ. - - _� luxVACluRd rtiv.OLILL AO
(4 MINIMUM PER BUILDING),MD SPACED AS PER TABLE 2AB.0 DEPENDING M-WeN SINAP OWED TO TTPL TYPE'I TYPE 2 6'-1"TO 2O'-0" B'-0" 18'-1"TO 24'-D" 8'-0" AGFF.T
ON SHED WIDTH,WIND SPEED.AND EXPOSURE ANCHORS NOT NEEDED 3 AHCNDR.IrN I/2'UMOE a 30' RM-NOR IX&DxG Tro[
ON ENDS. BOLT Lmmruu HRM 1ASXCPS A b•AucrR wcnOR '-1"TO 24'-0 6'-0'
6,CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON FOR ROCX/CGRAL FOR SCR/CUT TABLE 1A - 120C WNSMURN,T.x 1+
SHED WIDTH.WIND SPEED,AND EXPOSURE. 2-.3•(+W l8)WHCRETE OD ANCHORING TO CONCRETE FIRE PROMCT-
]:CONCRETE ANCHORS TO HAVE A MINIMUM Of 4•COVER(DISTANCE FROM REWE M2HOR WRx G-DHANxn D TABLE 2C - 1 201. MMINUM ANCHOR FIRL SUPPRESIION SVSIFY NOME
MCHOR TO EDGE OF CONCRETE). DTPE J) D' TYPE 3 30"AUGER ANCHOR SPACING SHED WIDTH SPACINGNOME
B.MINIMUM SOIL BfMING CAPACITY IS 2.000 PSF(TYP.) COME",wC"ll OCCISMR nOA.¢
9.EARN ANCHORS ANO CONCRETE ANCHORS MAY BE USED M CONA2NCRON WDN WANK.BOLT SHED WIDTH NA%IMUM MCMOR
PROVIDED THAT THE SAME-IMUM SPACING IS—GREG FOR EACH �caxw[t[ SPACING 24'-O" 6'-0' ALIa1A011 Ann12G aF nHR..
McxOR TYPE TYPICAL ANCHOR TYPESO+se Hum vLm
UP TO 24•_0" 10'-0' +.-ILvlu lunrlw
20'-0" 7-0' .—RE vD
D2W�PR[SIIWL WmeXart ./-nM
OANDOMI20C T-
7�'�14-0" B'-0' pDOF DUD laa
12,_0" 9'6' _
1M-OOxN nRM/2-GOLI.GR MRU ROOF WE lM0
iLOOR ANT HRH 1/2-GRAOC 9 () •.SIP/3 ON B'Ha[ON LESS. (1 a.STP 1)ON e'NNE OR LLSS i100P DGD LOAD LOPFF CA
TL-OpYN STRAP BOLrzO TMRU E I BOLT NDaNR1 WRX WASX[RS 1()2.0 OR 11)+•F P.T,STP/2$eaS (2 2.8 OR
R OYLT W INW WRM•NIRASOMCM [LY(GN 0C Ln ON GROIIxO). ALL FLSf(WlIK INT ON GA.UNND)Aas' 10'_0" 1D•-6^ RppR W[LOAD
TIE-WHIT STRAP SEWR[0MIMU
-T
T[-GOWN STPAP DOMED 10 TYPE GRAR
MM(BJ f00.1.5•NAA9 ,B'-D" 12'-0" 'R'R.+tua d PARAS,n000.ROOF WA/]•V•(+W Lfl)COxCPnL 3 BWT WRWY CII;HERE 3 u0pA6 PEn DMWXO _
bEOG[ANCHOR 1Rn NAsn[R ( ADDS/e•.30•rARM AxeNOw 6'-D" 12'-0' rMRRcua PRO1[enOx IrsleE
• • NLO4�2ANCSNOlOO UI UOINOIRRN�n GI STILL FOR 50tt/cuY. ;IppGN[Ixulw ID.1GL
(IYP[])47�9 ORM SIYLL FOR POCK/CONI '' TABLE 1 B — 1400 SOWRE FDDTFDC ne LGn.w Mo
+ epxcpne IANCHORING O CONCR REVISIONS
+-WxCR� W�CROFFIGET[IVmO�A On P.)s•PK[oSHED WIDTH �IMUM ANCHOR REV DESCRIPTON DATE 8Y
AF9'b•uAe. SPACING
4 '
24'-0" a'-0'
20,_0" 5'-0' .
R-p01IN SIRM BOLTED I- i 6'-D" 5'-0'
FLOOR 20151 1rtIN 1/2•GRADE S (1 + STP I2 ON W-1 OR L6£
(11+•+STP 12 ON e'110L OR LEIS BOLI MMWM NIM WASHERS (()2.0 R(1)+.S P.T.STP 1 mas 14'-0" 6'-0' 0"u.
1/]'V•(+W lEl COxCRnC L4 SOl[PIAR(xeTURNLT I2)2.e OP(II'+•0 P.T.SIP/I SAGS LLSIT. BE
Sn ON GROOxp),
WEOGE-NOR IGH 2.1AmER DURABLE WOOD OR P.1.) ALL[LSC(Cw
----' � t¢-WIN OIBn OOUNO).
4" ([C xO1s) 12'-D" ' B/NI1A/
15
I/D•.m•VARIN AxCImR
n[NO.wcLR sT;L 10'-0"
1/2•.]•(+W LBJ WNwnc FOR SOL/CLAY.OPxt slnE LARK BUILDERS INC.
eEOG[ANCHOR 1.2•HASHFA FOP ROC1/CONAL
.•DDNvILIE B'-0" 12'-0'
• A--RETE '6'-0' 12'-T—
L
2'-O' .
4•CO.-
TABLE 1C-165D/175C
- ANCHORING TO CONCRETE
SLWIMUM ANCHOR
HED WIDTH
SPACING
"L2
P/2 ON e'1O[OR LESS i¢-WNx STRAP 24'-0" 3'-B"
TN-WIN STRAP BOLTED 10 ll)40 P.T.ITP/3 SRaS 0-WTg) 111)4..sw/2 GN e•IEE GR LLss20-0" 4'-0'CR-N2ANCIaR 1n;1/2- e<sn ONGROUND). AL 2.e GR(O..B P.T.STP 12 mos 11111111/
L+SOLE PNR(INTUMILT cPApE s WLi YNOIW LVIIH ALL asq-IN,Sn ON GROUND). \ /
1 E-(+W 18)CONCRn[ pMMn[1oOD OP P.T.) HASHERS.A1TO CONTRA,US AND
1EWC ANCIOR HIM 2•wASnER AIMCHW TO GROUND ANCHOR m0ux0Rn 1%3 f�,RAO�C 16'-0" S'-0'
3emc�--I1--
-------�q" ON OPPOSGE saC I WIT IUNWRL IRM NAMx ��`•��.`'" \CENSE•-l�'C //ice
I •. ______x_____ N?D/e-.b-EARTH AxtlaR: AUG./e•.3G•EARTH ANG... 14'-0" 5•_5 MOLL
I w sTu
FOR sa/Cu i;:) smE FOR sawcuT, [L
W •• ORM STM1E FpR RWN/[OPw . , •ORNL S1TLC FOR ROCx/CORAL . .
.1 4 fat pxN RDNNRCFD ,• 12'-D" 7-0" =•�` 1Ij/
1 nE FWNO TON Z
cDNcpnL DWPDapx.L swvORT PAD(P,i,NOW. lo'-O" B'-0' _
--8"-4 xc nc DLWA'DR PAD)sPActD (Y
STATE OF
TIE—DOWN DETAILS = ;1 E(/
6-0" 72-0 U �i�.o'•., FCO RIOP :'•����
Q �/i FS•••.... ..
/ON
AI11\\
LLI MRtlxew T.BDItl11A P.E.
+ In ibrltlD Ucelue 64608
sXeel: AP-1 OF 1