HomeMy WebLinkAboutDrawing r i f 6
FLA My diacwred Uft Program
.� yam✓ INC Nati Monroe Street
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P t{'SSIUsthe'sa4 Tjohassee,F�ida a23ss til
Phone-854,487.:1824•Fax;85t AM 8430
Ken Lawson,Ssembity Rick Scott,Governor
August 22,2016
Robert Moore
Lark Builders,Inc.
P,O.Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,I6 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 Q
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 property
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.(4uwiV noiidabaildlnq=Qi'ita for online renewal.If you have questlons
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www floridabuiidina.ora to see valuable information on.the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
1
ST.LUCE COU NT"Y13TJflDWG DW11SION
I
R EWE FVL D FOR CO&WLUNCE
REVLE111 BY &q-i-- J
VE
DATr3i
PLANS AND PEWMIT MUST BE KEPT ON JOB
0I?RTO L\T S P E C T 10 N W 11 L 2E Y,JIL 13 E.
PSI APPROVAL 2015-06-25
160 mph Exp. D ® Lapsider Box Eave Wood. Shed Master Plan Approval Stamps:
GENERAL NOTf5: Lark Builders DE51GN PARAMETERS: (HIP-GABLEROOF)
1. TH155TFUCTUEWA5 DESIGNED IN ACCORDAJICFMTI1THE P012 I (WIND DE51GN PER ASCE 7-10.505MIC DE51GN PER A15C341-051
P
113C BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street 1. WIND VELOCITY: I Gomph
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 3. WIND EXP05URE: D
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE ViJaha, GA 30474 4. iNT.FRE55uFE COEFFICIENT: 0.15-t I
TIME OF MANUFACTURE. 5. ENCLOSURE CLA551FICATION: ENCLOSED
3. VM,TTEN DIMENSIONS SMALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. Sheet Index -ROOF LOAD(ZONE#1): +25.501-52.66 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE#2): +25.50/-74.19 P5F
BUT MEMBER SPACING SMALL NOT EXCEED LIMITS AS INDICATED. S1.0 Cover-General&Design Notes -ROOF LOAD(ZONE#3): +25.80/-117.19 PSF
5. LUMBER USED FOR CONSTRUCTION SHALL 51 AS FOLLOWS: -WALL LOAD(ZONE#4): +56.001-G 1.30 PSF
SIA Electrical&General Floor Plan -WALL LOAD(ZONE#5): +57.00/-72.00 PSF
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) -WALL LOAD(ZONE#405): +5G.501-GG.70 P5F
2xG 5.Y.r.#2-(l 2-15%MOISTURE.CONTENT) S1.2 Skids&Floor Framing Plan CODE REVIEW
2x8 S.Y.P.#2-(12-15%MOISTURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOOR DE51GN LIVE LOAD: 125 P51' Professional service Industries
1748 rd Street
STUDS- 2x4 5.Y.P.#1-(12-15%MOISTURE CONTENT) S1.4 Openings Schedule&Framing FLOOR DESIGN DEAD LOAD: 12 P5F Orlando,Florida 32839
ROOF RAFTERS- 2x4 5.Y.P.#[-(12-15%MOISTURE CONTENT) 9. ROOF DESIGN LIVE LOAD: 20 PSF Plan Reviewer.Wiliam E.Ne,ry,III
2xG 5.Y.F.#1-(12-I5%M015TURE CONTENT) S1.5 Roof Framing&Schedule 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT I #5 85040
COLLAR TIES- 2x4 5.Y.P.#1-(12-15%MOISTURE CONTENT) 11 WALL DESIGN LOAD: 8 P5F LA#CC0
WINDOW 51U.5- 2x4 5.Y.F.#I-(12-15%MOISTURE CONTENT) SIX Typical Frame Section Details 12' COMBINATION LOADS: AS PER A5CE 7-I O FLSMI.79.SMPZI
G. ALL Of THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED;
I ij.7, End Wall Frame Options I& 51215M C USE GROUP: 5
SKIDS,FLOOR JOISTS AND 3/4"TW FLOOR SHEATHING 14. BUILDING CATEGORY: 1 II
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L=30 P.5.f. 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND GENERAL NOTES CONTINUED: G. CONSTRUCTION TYPE: V 13
SUBJECT TO LOCAL JUR15DICTION APPROVAL. 17. ALLOWABLE FLOORS: i-
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM 20.OPTIONAL EXTMOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL FIRE RATING: 0
YIELD STRENGTH. CORRUGATE[)ALUMINUM,MASA ALUMINUM,4'LAP 19: DESIGN OVERHANG: 8 INCH
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/8'P.T.T I-I I SIDING,VINYL SIDING WITH 20.DE51GN MEETS INTERNATIO14AL BUILDING CODE 2012 C FLORIDA
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,HARD[BOARD,STEEL 51DING AND BUILDING CODE
ROOFS SMALL MEET MANUFACTURERS RECOMMENDATIONS. 'PUEKOI"STUCCO ON 515'DENSE GLA55 GOLD. 21.THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE FOLLOWING CODES:
STUDS AND SHALL 13E LOCATED DIRECTLY OVER THE WALL STUD. EGRE55 51DE WITHOUT THE USE Of A KEY. 2014 FBC,51h Edition
12. ROOF SLOPES BEMICEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SHALL BE 2 1/4'x 1 1/1 G'ALUMINUM EXTRUDED 2011 NEC
UNDEPLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM
• 1507.2.6 OF THE!F.B.C.2b I o TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code Haney Associates,Inc.
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3x I-Y,'x I G G. C.
23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS. nificateafAuthorizaHon
HAT CHANNEL PURLINS ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,GO'x 72"ALUMINUM DOOR,32" AND THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27124
O.C. 48"SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 10 1.5.2.
14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE SIZE,QUANTITY;AND LOCATION MAY VARY.
LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEMS: R.
15. BUILDING 15 CLASSIFIED AS TYPE".9" (STORAGE) CODES MAY 13E USED INSTEAD OF DOORS LISTED ABOVE I. THE COMPLETEF0UNOAfION SUPPORT AND TIE-DOWN 5Y5TFM. �N.............
"Z� NcEN
I G. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE 6-0',STUD AND RAFTER 2. PAMP5,STAIRS AND GENERAL ACCESS TO THE BUILDING.
VARY. SPACING SHALL BE I G'O.C.,Max.FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP(INCLUDING ffEDEP5)TO THE
ABOVE 7-0',WALL5 UNDER 7-0"IN HEIGHT MAY HAVE
15 INTO P.T.WOOD SMALL BE No. 64 8 S
17. ALL FASTENERS NOT DIPPED GALVANIZED BUILDING.
FASTENERS. FRAMING SPACED AT 24'O.C.,Max. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C.15. MANUFACTURER INSTALLATION STANDARDS-SHALL BE FOLLOWED IN 2G.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED 1503 AND
8318.6 STATE F
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FOR EQUIVALENT OR GREATER PRODUCT. NOTE:TH15 L15T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK '
FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCE550PYAND MATEPIALS THAT MAY BE REQUIRED FOP,A COMPLETE
19. THESE 5TPUCrUPE5 SHALL NOT BE USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDERINSTALLATION.ALL SITE RELATED ITEMS ARE!SUBJECT TO LOCAL
HAZARDOUS MATERIAL. 400sq.ft.)MUST HAVE ATLEA5T(1)32"x80 (MIN.)DOOR. JURISDICTION APPROVAL. ,0'
These plans were designed in accordance with; I Lapsider Box Eave Master Plan Designed By: Project No. Sheet Number:
2014 FBC,5"Edition 12EN224-
Hane Associates, Inc. O.R.H.
2011 NEC Lark Builders 160-D SWW
E:ngineering Sc Construct-ion Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date
Si
P.O.0-348.St.Mil,,S.C.29RI-Fh:064�67600
For Wind Speed 160 mph,Exposure b
Vidalia,GA 30474 C.L.A. 02127/13 1 of 8
t
t-
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'UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 32"MIN GO"MAX.WIDTH
DISTRIBUTION PANEL. AND QUANTITY MAY VARY — �4" /�`YBY 6'-$°HEIGHT DOOR,
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO-BE AND ARE OPTIONAL. 5'MAX. I-MAX.I- // \\ LOCATION MAY VARY.
GROUNDED TO MINIMUM I O'-O'COPPER-CLAD EARTH DRIVEN ROD •�-�
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I.OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS.
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH.THE NATIONAL i' - 2x75.Y.P. 2 WALLELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 1O 1),LATE5T /5.Y.P.EORIONS. u? 7 I
N2E PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE in P.T.3/4"T<G i = /a••";In orination
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED:A UNIT SWITCH ° FLOOR SHEATHIN� i 1 ��ToBuildOn
WITH A MARKED'Off-P051TION THAT 15 PART OF THE HVAC SEE VARIOUS END O 1 e^a�«a• s•
WALL FRAMING SEE VARIOUS END WALL I 2
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS O FRAMING SECTIONS FOR I CODE REWEW
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY U SECTIONS FOR WALL / z I Professional service Industries
A READILY ACCE551BLE CIRCUIT BREAKER. WALL AND DOOR-FRAMING.
� AND WINDOW FRAMING. � O 1 17483JrdStreet
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTINGw i Orlando,Florida 32839
E2 Plan Reviewer.WIIliam E Neary,III
RATING Or THE MAIN BREAKER MUST BE DESIGNED AND VERIF,IED'AS ¢ _ 1 0 i Cr 05185046
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL > Luaua0406
ELECTRICAL CONSULTANT. i I FL SMI-79,SMP-51
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING i.
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, , $
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED. ----------- .
SUBJECT TO LOCAL JURISDICTION APPROVAL. Iqe
,j
10. ALLWIRES TO SWITCHE5 AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO-' -WPV�—BY
32"MIN.,GO'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT'FIELD G'-8"HEIGHT DOOR. 4'-0"or G'-O"
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM• LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTLETS SHALL BEGFCI.IN ACCORDANCE WITH EXISTING POWER Optional Porch
9/ ARTICLE 1210.O(A)(2)NEC-05. SOURCE TO UNIT
50'-O"MAXIMUM BUILDING LENGTH
Electrical.Symbol Key Haney Associates,Inc. .
NOTES: Certificate of Authorization
GFCI Duplex Receptacle 120V 10 •ALL ELECTRICAL EQUIPMENT 5HOWN I5 OPTIONAL AND LOCATIONS MAYVARY. No.2717A
•BUILDINGS WITH WALL HEIGHTS GREATER THAN7'-O"SHALL HAVE WALL
O• Incandescent Light w/(1)-60w Bulb FRAMING5FACEDAT I G°O.C.,MAX. ```stttlR lllrrr'
AGK... /Nq
�J
Junction'Box `'•'i'�
Typical Floor Flan 0:' '/Z�/ '•-�-
$ Switch SCALE: i/4'=1'-O' _ No. 64 58 ;,*,
WP Weatherproof p':, STATE o r
' A'
$R Switch w/Receptacle Outlet 120v 10.
rl/lnitlwr
These 14plans here designed in accordance with: Lapsider Box.EaVe Master Plan Designed Project No. Sheet Number.,
Laney Associates Inc. 2014 PBC,5 Edition R Y:' 12EN244-
O.R.H.
, 2o11NEc Lark Builders 160-DSWW
D
per• Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S e1
o 1
P.a.B"x JCB,S�Meq S.C.296n-Ph—:66"6-'/600 For Wind Speed 160 mph,Exposure D Checked By: ate:
Vidalia,GA 30474 C.L.A. 02/27/13 2 of 8
i
PSI APPROVAL 2015-06-25
r Approval Stamps: i
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EE SCHEDULE FOR J015T51ZE —
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) y �.
Width) Joist Size&,Spacing I A B Widthl Joist SizeBSpacing I A B •A' B° 'A'
6'-0" 2x4's @ 16"O.C:,Max. 15" 42" 6'-0" W's @ 16"O.C.,Max. 12" 24" 'I
8'-0" 2x6's @ 16"O:C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 16" 32"
10'-0" 2x6's @ 16"O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" 5EE 5CHEDULE FOR J015T 51ZE
11'-0" 2x6's @ 16"O.C.,Max. 24" 84" 11'=0" 2x6's @ 16"O.C.,Max. 22" 44" X Y X
11'-8" 2x6's @ 16"O.C.,Max. 28" 84" 11'-8" 2x6's @ 16"O.C.,Max. 24" 46-
1370- 2x8's @ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26" 52" I "A"
ll T-8" 2x8's @ 16"O.C.,Max. 40" 84" 13'-8" 2x8's @ 16"O.C.,Max. 1 28" 54" 'I
NOTE5:
•fA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 5ET FORTH � /njommtion
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWI5E 5PECIFIED. —.ToDuildOn
•ALL SKIDS ARE P.T.4x6 5.Y.P_#2 OR(2)-P.T:2x6 S.Y.P.#2 w�.�c. q.,,a.,,
•G'-O'WIDE UMTS MAY U5E 2x4 S.Y.P.#3 JOISTS CODE REWEW
•ALL JOISTS ARE TO BE F.T:S.Y.P.#2 Professional Service Industries
1748 33rd Street
P.T.SIDE RAIL TO MATCH P.T.SIDE RAIL TO MATCH Orlando,Florida 32839
J015T 512E,5EE FRAMING J015T SIZE,5EE FRAMING Plan Reviewer.William E.Meaty,III
SCHEDULE FOR 51ZF5. 5CHEDULE FOP 51ZE5. tcc a 5185040
LA 9Uoo496
FL SMI-79,SMP51
S
m
5EE SCHEDULE FOR J015T SIZE
5EE SCHEDULE FOR J015T SIZE
Ell HHH
\J
142
1. � Hartey.Associates,Inc.
Certificate of Authorization
i No.271?A
K R.
344 P.T.4xG 5.Y.P.#2 orG'-O' �' CEN••
4'-0"or 344 P.T.4x6 S.Y.P.#2 or 4'-0'or G'-0° pe: 1az
I. (2)-P.T.-2xG 5.Y.P.N2 SKIDS I. (2)-P.T.-2xG 5.Y.P.#2 SKIDS
Optional Porch 'Optional Porch No.h 5a
_-*'
50'-0°MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH =•DI/�
�C STATE
Typical 2 Skid Floor Framing Plan Typical 3 Skid floor Framing Plan %lip.
SCALE: 1/4'=P-0' 5CALE: 1/4"=1'-0"
r,Ilnttllt
These plans were designed in accordance with: La sider Box Eave Master Plan Desi ned6 PmjcctNo. Sheet Number:
2014 FSC,5T1i Edition p - O.R.H. 0 12EN224- u
Y�aneg�ASSO�1Stes, brie. 2011 NEC Lark Builders160-DSWW
" ,Engineering ac Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street ChecfcedBy: Date:
c yr• P.O.Du Na,Sts Mae,S.C.39602-Ph-864 46.7600 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 02/27113ate:
3 of 8
e `
PSI APPROVAL 2015-06-25
1 Approval Stamps:
2x4 5.Y.P,#2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STUDS
�•
SEE FRAMING SCHEDULE .5KID5 MAYBE P.T.4xG 5.Y.P. SEE PLAN VIEW POP
S.Y.P.#2 SOLE PLATE,
#2 OR(2)-P.T.-2xG 5.Y.P.#2 Cx4 5.Y.US W/O 16"x4°
FOR JOIST SIZE SEE FRAMING SCHEDULE
LAGS AT 18'O.G..Max. FOR JOIST AND BAND 51ZE
•�"— y!( X V (2)51MP50N H-3(OR ,T.3/4°TEG FLOOR P.T.3/4°T4G FLOOR
f EQUAL)CLIPS AT EACH SHEATHING SHEATHING
STUD,ONE EACH SIDE
OF SOLE PLATE j
SENCO K28(OR.EQUAU OTCH SKIDS IY2'xlYz 11 tl
NAILS AT 12'O.C.•ROWS FOR EACH FLOOR J015T A !I _ �+ I
SHALL BE 1.5"FROM EDGE, _____ _ ___
STAGGER ROWS G'FOR r � 1 2x4 5.Y.P.#2
(2)-P.T.-S.Y.P.-2xG's SKIDS, I 2x BLOCKING BETWEEN I; SOLE PLATE 20g0.UPLIFT STRAP Nails
START PATTERN WITHIN G° \ SKIDS.FASTEN TO END EACH 13 I x MINI UM
EACH END,MINIMUM
OF EACH END OF SKID 2x4 BLOCKING BETWEEN'. JOIST
SKIDS,FASTEN AT `----- NAIL5 AT 12.O.C.EACH I OPTION"A° i P 1 mt°tion
(2)-O.120k3°NAILS AT SIDE,STAGGERED. I�°.T°Dui4lfhF
/�, 12'O.C.,STAGGERED. - /y 3a WALL STUD TIEDOWN DETAIL � "`R`°•'�"
I 15KIDEFLOOR FRAMING DETAIL / 2 MEND JOIST FRAMING DETAILI. S m:3/4'-1'-a' CODE REVIEW
I. SCALE:3/4'e I'-O' I. 5CALE:I.S'�1'-P Professional service Industries
1749 33rd Street
Orlando,Florlda 31839
Plan Reviewer-William E Neary,111
ICG 0 5785040
LA a000406
FL SFAI-79,SuIP37
SKIDS MAY BE P.T.-4xG 5.Y.P.
#2 OR(2)-P.T:2xG 5.Y.P.#2
2x4 5.Y.P.#2 WALL STUDS e�!W2'
SEE PLAN VIEW FORSPACING ATTACH SOLE PLATE SEE FRAMING SCHEDULE TO SKID FRAME WITH t-�.V /(G)-5/SI Gu
x4"LAGS CE FASTENED
~ FOR J015T AND BAND 51ZE 5/16"x4°LAG SCREW P P.T.-4xG 5.Y.P.
AT 18°D.C.,MAX. (OUTER FACE), CE).(1 Gk4"
`ttl #2 SKIDS LAGS(INNER PACE),(5)LAG
P.T.3/4'TEG FLOOR tiff ATTACH J015T TO SKID WITH SCREWS TOTAL.
SHEATHING 5/I Gk4'LAG SCREW OR(2) Haney Associates,Inc.
51MP5ON H-3(OR EQUAL)AT 'tib•• Certificate orAuthodzation
EACH END OF J015T,SEE f L�! 3"xG°SPUCE PLATE ON 3 of No.27174
FRAMING SCHEDULE FOP SIZE. 4 SIDES OF JOINT,FASTEN _
2)51MP50N H-3(OR 5.Y.P #2 SKIDS K25(OFQUAL)NAILS CO t`t t 1 R.
2x4 S.Y.P.#2 NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 6k4° GK
SOLE PLATE EQUAL)CLIPS AT EACH LAG SCREWS[OR(4)-0.131 x4'GUN NAIL51 AND EACH SIDE. Q•X•'•'GEN..STUD,ONE 1'
OF SOLE PLATE H SIDE SIMPSON H-3[OR EQUAL]AT EACH END OF JOIST. Oe' 012_7/3F ��
No. 58
' OPTION TYPICAL SKID TO �•� -_
�_ ,JO15T CONNECTION DETAIL ATYPICAL SKID SPLICING DETAIL STATE OF
3b. ALL STUD TIEDOWN DETAIL I. saaE: 4•-ra -�sCA :314•�r-o• �0,�•-
fit
These plans were designed in accordance wit Project No. Sheet Number.
2014 FBC,5*h Edition Lapsider Box Eave MasterPlan Designed By. 921je1224-
Haney Associates, Inc. 2011 NEC oR� �� ®�
Lark Builders Ib0-DSWW
it Engineering&Construction Planning I 2014 Florida Fire Prevention Code
-n;•a;^ P.O.Box 349,SIN M0g9.Ct2968Z-Ph...:864-U6.7600 For Wind Speed 160 mph,Exposure b 409 Dixon Street Checked By: Date:
Vidalia,GA 30474 C.L.A. 02/27/13 4 of 8
PSI APPROVAL 2015-06-25
Approval Stamps
4 30.5" 42"Max.
I Max.x. Max. GO"Max.
75.5"Matt.
PF 11 11
___..__..__..__..__
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS.
50'-O"MAXIMUM BUILDING LENGTH ��/nfaro a.
Tn 'ill.
Typical Side Wall Opening5 Frammq
SCALE: 1/4"=1'-0" CODE REVIEW
Prolesslonal Service Industries
1748 33rd Street
Orlando,Florida 32039
Plan Ravi—William F-Neary•III
PS
WALL OPENINGS FRAMING SCHEDULE LAOU004OGao
LA 0000406
FL SMI,-79,SMP-51
Max. Header/Sill Header Fasteners. Sill Fasteners King/Jack Option A:Stud to Band Joist Option B:Stud to Option A: Option B:
Opening 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 Required,Nail Per FBC&IBC See Option A (N/A) (N/A)
22.5" 1/1 (5)-16d Nails (3)-16d Nails 1/0 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 (8)-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)Simpson H-3 7 5 —�
63" 3/2 (10)-16d Nails (9)-16d Nails 211 (3)-20ga.w/(7)-0.131x2.25"Nails (3)Simpson H-3 8 6 Haney Associazes,lne.
..ifrcate of Authocvation
75-5" 3 (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(7)-0.131x2:25"Nails (3)Simpson H-3 10 7 f4o.27124
96" 3 (13)-16d Nails IN/A) 2/1 (3)-20ga.w/(9)-0.131x2.25"Nails (3)Simpson H-3 11 12
i�tuniurrr
` GK R
NOTES: Q,\_ '9
GEN
•ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM.5.Y.P,'#I OQ:' 8
•STRAPS,CUPS AND ANCHORING LAGS STATED ARE FOR EACH SIDE.Or OPENINGS U i No 58 '
•STRAPPING MAY WRAP BAND JOIST IF NEEDED TO INSTALL REQuiRED#OF FASTENERS n
.ANCHORING LAGS SHALL BE I"FROM STUD AND SPACED I"O.C.CENTERED ON BAND JOI5T -
•REFER TO CLIP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 5.Y.P.#I (2)-2x4 5.Y.P.#I w/1/2'PLYWOOD (2)-2xG S.Y.P.#I w/ — STATE
.5IMP50N C51 G 5TRAP5(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL .SPACER or(I)-4x4 5.Y.P.#1 1/2'PLYWOOD SPACER 'O
OPENINGS 42"OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON :FCpRIOP:'���
OPENINGS GO.OR GREATER Header/501 TypI header/Sill Type,2 H sa de/51Type 3
SCALE: 1.5"—
SES r5o
lilt
I ese p ans were designed in accordance with:
No. Sheet Number:
2014 FBC,5th Edition LapsiderBox Eave MasterProject
Plan Designed roeaa-
Haa1ley Associates, Yne. 2011 NEC Lark Builders e'er '160-DSWW
" #g Engineering&construction Planning 2014 Florida Fire Prevention Code 409 Dixon StreetS 1 to
P.a.Cox 348,Six MCI,SC.396n-P6o"e:864-M&7600 For Wind Speed 160 mph,Exposure D Ch y: Date:
Vidalia,GA 30474 C.L.A.C.L.A. Date:
5 of 8
1r
1
PSI APPROVAL 2015-06-25
Approval Stamps:
ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24"O.C., Max. Wall Framing at 16" O.C., Max. •BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0"SHALL HAVE WALL AND ROOF FRAMING SPACED
AT I G'O.C.,MAX.
Width Rafter Size I Required# Width Rafter Size Required# .ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD
of Strap Nails Of Strap Nails TRANSFER AND STRAPPING:
6'-0" S.Y.P.#1-2x48 6(ea.end) s'-0" S.Y.P.#1-2x4'8 5(ea.end)
-RAFTER TO STUD 5TRAPPING SHALL BE 20,j..x I Y"WIDE AND FASTENED WITH 0.131x2.25"NAILS.
_ _ •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND R318.G
8'-0" S.Y.P.#1-2x4'8 7(ea.end) 8'-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
FRAMING
10'-0" S.Y.P.#1-2x4's 9(ea.end 10-0" S.Y.P.#1-2x4's 6 ea.end
) ' ( ) .FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET
11'-0 S.Y.P.#1-2x6's 10(ea.end) 11'-0"I S.Y.P.#1-2x4's 8(ea.end) FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERV45E SPECIFIED.
11'-8" S.Y.P.#1-20's 10(ea.end) 11'-8" S.Y.P.#1-2x4's 8(ea.end)
13'-0" S.Y.P.#1-2x6's 11(ea.end) 13'-0" S.Y.P.#1-M's 8(ea.end)
13'-8" S.Y.P.#1-2x6's 12(ea.end) 13'-8" S.Y.P.#1-20's 9(ea.end)
c�e Injomiation
18��r.ToBai1dOn
4'-0'or G-O°V CODE REVIEW
Optional Porch Proressional ServiceIndustries l
174833 rd Sfreet
Orlando,Florida 33839
-- ---- ----- I Plan Reviewer.William 6,Neary,In
ICC45185040
i LA 4000406
FLSMI-79•SIdPS1
I
b
m SEE SCHEDULE FOR RAFTER SIZE
f may' b RIDGE '
/1
N
w
jHaney Associates,Inc.
Certificate of Authodzation
P.T.-4x4 5. P.#2 BEAMS No.2717A.
UNDER WALL TOP PLATE TO
ALLOW TOP PLATE TO RUN �1111ttt
CONTINUOS FOR RAFTER
BEARING.(PORCHES)
�,. 50'-O'MAXIMUM BUILDING LENGTH �, 0� e� P ?,�,r';
*: No. 558, =
Typlcai Roof Framing Plan sTATE 0
t`. R P
SCALE: 1/4'—I'-0° 'RFs•.C OR IO,:'Cj
rr/nn11``
--
These plans were designed in accordance with: Project No. Sheet Number:
Lapsider Box Eave Master Plan Designed By:
Ha�1C�T Associattes Lne• 2014 FBC,51h Edition 60-DSA-
zo11 NEC Lark Builders O.RH. 160-DSWW '®p
Engineering&c Construction Planning f 2014 Florida Fire Prevention Code S1 .5
409 Dixon Street Checked By: Date
> $'� P.O.04%348,SI:MD,S.C.29683-P!•"e864b46.7600 For Wind Speed 160 mph,Exposure D y
Vidalia,GA 30474 c.1.A. 02R7/19 6 of 8
t °
PSI APPROVAL 2015-06-25
Approval Stamps: _
2 1/2"x I/2"CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4
ROOF PANELS FASTENED BEAM WI(2)0.131 x 3.25'GUNNAIL AT G"O.C-.
HAT CHANNELS AT 24" WITH 114"-14 x 3/4°HWH
O.C.,MAX.FASTEN TRAXX/I AT 8°O.C.
TO EVERY RAFTER w/ ------------------
(2)-0.13 IN 2Y4 ��/�� � 5EE ROOF FRAMING P.T.4x4 BEAM5
LONG GUN NA1L5 ' 5CHEDULE FOR RAFTERS NOTCHED AND AND
• (2)H-3 CUPS AT FASTENED TOGEHTER
(�----___I ---------- _--_-1 EACH CORNER
ATTACH TOP PLATE TO STUDS WITH(4)-0.131 x 3.25"
w/(2)-0.131 x3.25°GUN NAILS, GUN NAILS
b ATTACH TOP PLATE TO RAFTEP. 4x4 AT EACH
o� i0 5EE ROOF FRAMING PLATE w/5/FGk3°LAG SCREWS CORNER CUT
K 5CHEDULE FOR STRAPPING AT 18°D.C.,Max. DOWN TO'
o O FA 4x4 AT
REQUIREMENTS SUPPORT BEAMS EACH CORNER
O
2x4 5YP#I STUDS AT I G"
OR 24'O.C.
O SEE 51.2 FOR 5rJD 2 1/2'x 1/2" CORRUGATED (2)H-3 CUPS AT
AND FLOOR FRAMING PANELS(FASTENED W/#8 x EACH CORNER OR'AL
STEELPINE'PLATES,
ITEK'
(Z) ���''� Injomlation
IYi WOOD SCREW AT G" PER POST lP'°�°To Build On
O.C.(OR EQUAL) :4
CODEREWEW
+ VARIES,G'-0"to 13'-8' Professional serviceIndustries
1746 23rd Streef
or G'-O" Orlando,Florida 31839
Plan Revlewer.William E.Neary,111
Typical Frame 5ectlon liAI 11411 a
SCALE: 1/4"=1'-0" Typical Porch Option Frame PLsMl-79,Il.",
SCALE: 1/2'=1 LID"
SIMF50N H-3
HAT CHANNELS AT 24.O.C.,MAX. 2x4 COLLAR TIE5 OR EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- —` ` EACH RAFTER
I Gd NAJI-5 AT
0.131k 2Y4"LONG GUN NAILS SEE ROOF FRAMING TAPERED 2zG
SCHEDULE FOR RAFTERS
' �;,, ATTACH TOP PLATE TO
SIMPSON H-3 OR
EQUAL AT EACH ( STUDS w/(2)-0.131 x3.25"
t GUN NAILS,ATTACH TOP ATTACH IA Haney Associates,Inc.
RAFTER
PLATE TO RAFTER PLATE w/ Cutificate of Authorization
-
5/1 G TO RAFTERS w
°x3'LAG 5CREW5 AT TO
3 I x3.25' No.27124
' I W O.C.,Max.
\-3'.5°STEEL NAIL'MITEY'OR'ALPINIT 11 GUN NAILS
PLATES EACH
1GJ axLS i d TAPERED S.P.F.
EMBEDDEDHYDRAULICALLY OR BY 1 G°D.C., �` Y, R.f Iy Iix�
No.2-2xG '�•, \C'
ROLLER PRESS.TYPICAL t `O�Q;: GEN
4'-0"Min.2x4-5.Y.P.#I COLLAR TIE Ix4 WITH I Gd NAILS CONT.2x6,NAILTO N . 58
AT I G"O.C.,Max, EACH TAPERED 2x6
w/(2)-I Gd NAILS OVERHANG OPTION DETAIL _ c —
I. STATE F
I RIDGE COLLAR TIE DETAIL 2 OVE HANG OPTION DETAIL /` .
I. CAR::I-1'-0 . 5CALt:3/4-1'-0
Irrtnntttt
These plans were designed in accordance with: Pr j.No. Sheet Number:
P 9 Lapsider Box Eave Master Plan Designed
-1- 2014 FBC,51^Edition O.R.H.H. 12EN224-
Laney Associates, IIIc. '2011 NEC Lark Builders 150-D SWW
- Engineering&Construction Planning 1S1 .6
2014 Florida Fire Prevention Code 409 Dixon�iXOn Street
P.O.Rox348,51x Mey S.C.296n-Ph.nea61.6�47690 CheckedBy: Date:
" For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L:A. 02/17/13 7 of 8
PSI APPROVAL 2015-06-25
Approval Stamps:
GABLE END TRU55 3"x 5"STEEL NAIL'MITEK'OR'ALPINE' GABLE END TRUSS
PLATES EACH 51DE OF ASSEMBLY
EMBEDDED HYDRAULICALLY OR BY
ROLLER PRESS,TYPICAL
2x4 5YP#I STUDS 2x4 5YP#I STUDS '
AT I G"OR 24"O.C. //
20ga.T-WALL BRACING STRAPS ON AT I G"OR 24"O.C.
INTERIOR AND EXTERIOR OF WALL, \
ATTACH WALL SECTIONS FASTEN WITH(2}0.131°x 2Ya LONG 22.5°
GUN NAILS OR#8.2Y4'LONG Max. ATTACH WALL SECTIONS
w/5!1 G"x3'LAG 5CREW5 5CREWS AT EACH MEMBER w/5/I G"x3'LAG 5CREW5
AT 15'O.C.,Max. / CROSSING. / AT 18"O.G.,Max.
I r
SEE 51.2 FOR SrJD AND FLOOR
lion
FRAMING VARIES,60°to 13-8° e._._•,_.._•dOnVARIES,G'-O"to 13'-8' =ca"Sm""'a
End Wall Frammq Option End Wall Framing Option CODE REVIEW
Professional Service Industries
SCALE: 1/4'=1'-0° SCALP: 1/4'=P-0° 1748 33rd Street
Orlando,Florida 32839
Plan fteNewer.William I-Neary,III
3"x 5°STEEL NAIL'MITEK'OF'ALPINE' LA#U0 40G
GABLE END TPU55SIDE .GABLE END TPU55 FL eu I-79. I.
PLATES EACH DRA LI ASSEMBLY FL SMI-79,SIdP51
r EMBEDDED HYDRAULICALLY OR BY
ROLLER PRESS,TYPICAL --�
2x4 5YP#I STUDS - \ \ 2x4 5YP#I.STUDS
AT I G°OR 24'O.C. / \ 20ga.T-WALL BRACING STRAPS ON \ AT I G°OR 24°O.C.
9G"Max. , INTERIOR AND EXTERIOR OF WALL, G3"Max.
14 FASTEN WITH(2)-0.131°x 2Y4'LONG
I Haney Associates
ATTACH WALL SECTIONS
GUN NAILS OR 2Y4 LONG � � � ATTACH WALL SECTIONS Certificate ofA
uthodzaGon
w!511 G-x3"LAG SCREWS \ SCREWS AT EACH MEMBER / O w/511 GN3'LAG SCREWS No.27124
AT 18°O.C.,Max. CROSSING. r` AT 15'O.C.,Max.
r
`�auuulfrr
.`���G�•R. hyo':
%gz GEN
SEE 51.2 FOR SKID AND FLOOR NoorN 8
VARIES,G'-0"to 13'-8° FRAMING VARIES,6'-9 to 13'-8°
End Wall Framing Option End Wall Frammq Option ";0 , STATE O
SCALE: 1/4°=1'-0° SCALE: 1/4°=P.O" 0,.,
SCALE:
�'ssZONE�\`�.
//""ALn n,,,\
These plans were designed in accordance with: Project No. Sheet Number:
Lapsider Box Eave Master Plan Designed By:
Haney Ass®eaates Ine. 2014 FEC,5th Edition 60-D S 4-
O.R.H.
� zoll NEC Lark Builders 160-DSWW
Engineering&Construction Planning
14 Florida Fire Prevention Cade 409 Dixon Street
S1 .7
P.O. i 3a8,6x ay S.C.6C396n-Phe66fi4676aa Checked By:
For Wind Speed 160 mph,Exposure D
Vidalia,GA 30474 C.L.A. , 02a7n3 8 of 8
h,
TIE-DOWN NOTES• - ' SZ'[✓ys-,
Flu,
DD TABLE 2A — 1650/175C TABLE 2B — 140E
1.ANCHOR SPACING S DESIGNED CNEO AS PER ASCE-mTER. . DD• DD-D 30"AUGER ANCHOR SPACING 30"AUCER ANCHOR SPACING
2.ALL DOWN WRAPS
ARE CENTER-T.0CENTER.
3.TIE-Dowty STRAPS TO BE H. .-f. G-B.GRADE-1.
E-1. FEDERAL SHED WIDTH IMum ANCHOR SHED WIDTH IMUM ANCHOR
SPECIfIGlI0N5 005-7B1-X, E-1,M'191-8.GMDE-1. TE-DOWN SPACING 11
SPACING CODE INFOpMATION
STRAPS AND CONN CT.0 HARDWARE TO HAVE 4,725 I.B.MINIMUM 77TT
ULTIMATE CAPACITY(].150 LB.a 1.5). TIE-WWN SIPAP 11 IN SYP/1 ON B'WO[DA l[SR 4T` 51"''•'1�'n WOC Y[PSDN
4.ALL EARTH ANCHORS SHALL]AVE A MINIMUM 4,]00 l&CAPACITY. (5[[NOrts) (])LB OR(1)4.B m/1 s[Ds U(?_'-''016:0 10'-0" UP TO 16'-0" 10'-0"
5.EARTH ANCHORS LOGTED AT EACH CORNER.MAXIMUM I6•FROM CHO ALL ELSC(GN BE I.P.L.ON—fX I. L�,r(h WNNAeIUREPIAWC—M ac
(4 SHE PER BUIIDWGI,AN SPACED AS PER TABLE 2A.B.0 DEPENDING IR-DOWN 51RAP BOLTED TO WE TYPE I TYPE 2 y 6'-1n TO 20'-0- 6'-0• 16'-1n TO 24'-0' B'-D• 9C
(4 SHE
WIDTH,WIND SPCCED,AND EXPOSURE. ANCHORS NOT NEEDED ]NHCHOR wIM,/]•ORAD[z Y
ON ENDS. BOLI MxIYUY WRN NASXERS 30'ORNE ANCHOR b•AUGER ANCHOR PM1DN6 lYP[
B.CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.B.0 OFFENDING ON FOR PWNCORLL FDR SOIL/-, '-1"TO 24'-0' 6'-D" TABLE 1 A - 12
0C coxsmucroN,rvE Y-R
SHED WIDTH•WIND SPEED.ANTI EXPOSURE /]•d-11OD 18.1 CoxCXErz J•A.ICONCRETECAE IXRXIIDN
7.CONCflEfE AN
TO HAVE A MINIMUM OF 4•COVER(DISTANCE FROM WEDGE AxOHGR NRH)-1-Mr
CoWcR n TABLE 2C - 120E ANCHORING TO Wo•N
ANCHOR TO EDGE OF CONCpETE). (f1P[]) D• TYPE] 30"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANC OR RRC SUPIP[SSON STSICY
B.MINIMUM SOIL BEARING CAPACITY IN 2.000 PSI(7YP) CO-EIE.WW.R SPACING UP.WR MOUArt
9.EARTH ANCMOflS AND CONCRETE ANCHORS MAY BE USED W CONNNCTNN GX W—BOLT SHED WIDTH ' 'MUM ANCHOR OCE
PROVmED THAT 7HE SAYE MW W W SPACING 6 FOLLOWED FOR EACH I.O�gcrz SPACING 24'-0" 6'-0- ALWWApLL NwRM N SIOD[s
ANcnoR TYPE. TYPICAL ANCHOR TYPES
IU P 7024'-0" tD'-o' ."m 5°® •�'•°^"/' '
_ 20'-0" 7'D- ...RE Vo
. l 16'-0" 7-fi' ENnOSURE - OCIOw
_ 0]1ODML DP6zMC WfFFLDfIR
14'-0" W-T oEPOmAra:E rfsrOR
• Roof DrFD LOAD
TL-DDNN STRAP DOMED 1HPu 1Y•_0" g•_fi` ROOF INC LMO
iR-GOWN STNP BOLTED IMRu HOOK W6r WIM 1/X1 UML! ( I.1 SIP/]ON C ND[DR rcc (I)4.1 SIP/1 ON B'NDE OR{CSS >a!r
FLOOR A6f wTlll 1/]-LRUIE S BOUT YMOIUY NRH WASMDK (�2•B OR(I)4.B P.T.51P/]S[nz (2)2•B OR(11 4•B P.l.STP/25[M FLOOR O[AO 10A0 Iyy
DOLT MND+UM WITHwA5H416 —(-BC SR ON DIEOYN)). TR-DOHA SUMP SECURED RLL C..(-BE SET OH Lg0YN0). 10'-O" 10'-6" HOOP WC lOAD MOPMI
llL-DOWN SIPAP B011EO LO TYPE WITH(R)100.1!•NN6 •R'B-0 OF X—FLOOR ROOF yA
/;-Er(IOD 6)c.xcxErz s AxcHOR Wrtn,/a•cruoc s B'-0" iz-v
bEWC ANDNOIF WITH IUSHOT BOLT-MUM a;,l/6xCR5 YOMOES PER RURX`R.
2 •cc W In 3/e••]0•-1N AxCHge IYRIN'ANL"-ICC.US•LE
. • • WCW� MR wRM.--a ....
NC 6OL-FORORWWWRAL 6'-0" 12'-0' IwR.-E—ER—E
RIPE 3) 1. TABLE 18 — 140C sowxE.W1N;c 1]Yi.MIR.oR 1aF
COxCRLIC 1 WxOR[i[ -
owmxu wPPORI PAD(PAT.NDDD, ANCHORING TO CONE REWSIONS
MAXIMUM ANCHOR REV DESCRIPTON DATE BY
CONCR[rz DIM[OP PAD)SPACED SHED WIDTH
' AI B'-0•MAX. SPACING
+�24'-0" 4'-0-
20'-0" 6-61
FE--. 16'-0" m..x Rr
fLWR.IDaST Wrtn 1/X•—1 s fl1 4 4 SYP/2 ax W NNE oR Loss. WTB
61�)
P/2 ON D•„a DR 165. BOLT MNWY..NASHEPS (�1].
OR(lI 4.X P.T.STP/1 5[n5
1/X•.]'NW LR.1 WxcRETE ]d SOL[PArz(xYXRNLT (1)I.B P.l.-/1 s[ms Lu OR . ax uomn). 14'-0" 6'-0- Y.
DDE—OR Wrtn 2-MANE OORABE2 WOOD OR P.T.) Be SR ON cRaUxO). B/11/15
rIE-WWx sm P 2_0 7•-b•____--= (KL N016) 40•GPM R IMLE NN A
[/ole ABRCE slrL[ 10•_0• _6•1/]•d•(4W IFN)CONGRfl[ TOP WRfCGT,ORrv[SIYIF •. HARK BUILDERS INC.
NCWC AIKNOP MRH 3-NASMN FOR RW[/CORLL tZ'-0"I•COMPETE 6'-o" 12-0-
4 COxCREIE ,
I TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
T2-WWN SUMP GOLRD ro 14 STM/2 Ox C-1:OR HESS TL-WWN STMP 24'-D" 3'--6-
HMD A-CN I,WIM 1 1' 0 OR(1)4.4 P.T.SIP/2 SAWSL[ss.
ALL LLSE(CN B[SCT ON.ou.1. I2)2.0 OR I1)4.8 P.T.SIP/1 SXD9
XN SOIL PG2(1AnRALLY OP.10E S.-.LCT.R YiRN 20'70" 4'-0" `
I/ra•No0 Ia)Coxc . DIRAmC WOW W P.L) NAVRAR.ALSO Ca -UR AW LLL L6[lCN B[S[I ON GROUND). �� AN -T �/�
NEDGE ANCMR NIIH
X.
WASHER ATGCIU[p TO GROUND.wCHOR TF-DON-STRAP RM1F0 TO �• B //
u]m AYCMOR Nnn,n•GRADE '1 O/
-It
ON aPP1xI1[SIDE s BOtT Mmewx wrtH wrslRls 16'-0" 5'-0" Z \\�,(�.••••••••••••••••,.,( //
w`R•.b•TO AAOIOR AUCEB.b'FOR AIRDROP: 14•_0" S•_6• `\\ 1,10ENSF
AUGER SDIL TOR SdL/CGT, FA SIYIC FOR W WCGY, R•;
�... DRNE smE row RpCx/eoaAA 4 Done sxlE r0R PWN/mgAL I.";I• D- /�)�"•/••t`i=
a oPrDx.L RE000RC[D 12•_0". 7'-0' C0 MN COx<PR[1ISUPPORT PAD(P.r.NOW.COxCRCEC BIWN'OR PAG)SPACED f
TIE—DOWN DETAILS = P, STATE OF
PLO
P
Of 4,11111 0%
list
IW-• MOI1DeW T.B.IdWn P.E.
(n florid.Ucenze 164608
sneer: AP-1 OF 1