HomeMy WebLinkAboutEngineering IUFLA Mandactured 9uP*V Pto�n
U511105 ' 1940 North MontoeSireet
(� Suite 9aA
t`rQf ( na� ` " '�; .,� Tallahassee, F�a3.?399-0772
1 _ F:� .
Re e9uIil((f)il �� � Phone 8594E71824• Fax W4114.8436
Ken Lawson,Secretary Rick Scott;Govemor
August 22,2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalla,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 an 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'Lon 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 SCIS(womflorldabulidin4:ord)for online 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.Floridabuilding,oro to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sinccerrely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
PSI APl RUVAL 2015-013-25
pd
1 rah Exp. ® Lasler ®x ave o® Shed aster Plan ApProvalStamps:
GENERAL NOTES: ���-� �l�Bfl��r� DESIGN PARAMETERS: (HIP-GABLE ROOF)
[WIND DESIGN PER A5CE 7-1 O.SEISMIC DESIGN PER A15C 341-053
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2012 ^ Q
IBC 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. �(�7^ 2. WIND IMPORTANCE FACTOR: 1.0
2 EXPOSURE: D
ABOVE CODE AND ALL MATERIALS ALL OTH P APPLICABLE LOCBOR SHALL BE IN AL CODES ANCE WITH
THE Vidalia, GA 30474/ `-I" 4. NT.3. DPRE55URE COEFFICIENT: O.1 8:t
TIME OF MANUFACTURE. 5. ENCLOSURE CLA551FICATION: ENCLOSED
3. WRMFN DIME11,1510N5 SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENT AND CLADDING:
DIMENSION. Sheet Index -ROOF LOAD(ZONE#1): +25.80/-52.68 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VAFY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE#2): +25.50/-74.19 P5F
BUT MEMIDER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.01 Cover-General&Design Notes -ROOF LOAD(ZONE#3): +25.80/-1 17.19 P5F
g ��o lnfommliun
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: - -WALL LOAD(ZONE#4): +56.00%6 I:30 P5F $g�J°®.Tnl)ui)d On
S1.111 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +57.001-72.00 P5F
FLOOR JOISTS- 2x4 5.Y.P.#2-(1 2-1 5%MOISTURE CONTENT) -WALL LOAD(ZONE#44#5): +56.50/-66.70 P5F
51.21 Skids&Floor Framing Plan � CODE REVIEW
2x6 5.Y.P.#2-(1 2-1 5%MOISTURE CONTENT) Pro/esslonal Service Industries
2x8 5.Y.P.#2-(1 2-15%MOISTURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOORDE51GN LIVE LOAD: 125 P5F 174833rd street
WALL STUOS- 2x4 S.Y.P.#I-(I 2-:5%MOISTURE CONTENT) 8. FLOOR DESIGN DEAD LOAD: 12 P5F 0,1dl,Fledda 31839
ROOF P.AFTERS- 2x4 S.Y.P.#I-(I 2- 5%MOISTURE CONTENT) S1.4 Openings Schedule&,-Framing g. ROOF DESIGN LIVE LOAD: 20 PSF Plan Revi_..William E.Newry,III
I O. ROOF DESIGN DEAD LOAD: SELF WEIGHT LASOU0ICC 0 45040
Zx6 S.Y.P.#I-(I 2-15%MOISTURE CONTENT) S1.5 Roof Framing&Schedule Laauooaos
COLLAR TIES- 2x4 5.Y.P.#I-(12-15%MOISTURE CONTENT) Frame Section Details II, WALL DESIGN LOAD: 8 r5 I FL MI-79.SMP51
WINDOW SILLS- 2x4 5.Y.P.#[-(12-15%MOISTURE CONTENT) _S1.ti Typical12. COMBINATION LOADS: AS PER A5CE 7-10
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.7 End Wall Frame Options 13. 5EI5MIC USE GROUP: B
SKIDS,FLOOR JOISTS AND 3/4"TAG FLOOR SHEATHING 14. BUILDING CATEGORY: I
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F. 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE I
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: v B I
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18, EXTERIOR WALL FIRE RATING: O
YIELD STRENGTH. CORRUGATED ALUMINUM,MASA ALUMINUM,4°LAP 19. DE51GN OVERHANG: 8 INCH
I O. ROOF SLOPE SHALL BE 3:L 2 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/8"P.T.T I-I I SIDING,VINYL SIDING WITH 20.DESIGN MEETS INTPRNATIO14AL BUILDING CODE 201 2 4 FLORIDA
ENERGY BRACE BACKER,HA RDI BOARD,STEEL SIDING AND
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY
STUCCO ON 5/8"DENSE GLA55 GOLD. BUILDING CODE I
ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. 21.THE CONTRACTOR/MANUPACTURER MUST COMPLY WITH THE
2 1.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE
I 1. ROOF R4�ER5 SHALL HAVE THE SAME SPACING A5 THE WALL FOLLOWING CODES:
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS SIDE WITHOUT THE USE OF A KEY. 2014 FBC,5th Edition
12. ROOF SLOPES 13ETNEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SHALL BE 2 1/4'x 11/16°ALUMINUM EXTRUDED 2011 NEC J
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH N ALUMINUM PANEL INSERT.ALUMINUM �---
1507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Lode I Haney Associates,Inc.
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3"x I-Y4"x 16 Ga. 23.OPTIONAL DOORS INCLUDE-DOUBLE ALUMINUM DOORS. Certificate of Authorization
HAT CHANNEL PURUN5 ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,6O'x 72°ALUMINUM DOOR,32" AND THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY I No.27124
O.C. 48"SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 101.5.2-
SIZE,QUANTITY,AND LOCATION MAY VARY.
14 LOCAL ANCHOCODES AND THI5 S NSHALL MEET THE OT AI FOUNDATION REMENTS Of ADESIGN LL (CABLE 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEM5: ` ✓K R.
Ic;,
CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM.15. BUILDIN15 CLASSIFID AS TYPE'5" (STORAGE)
I]�
16. ALUMINUM WINDOWS E TYPE,SIZE,QUANTITY,AND LOCATIONMAY 25.MAXIMUM WALL HEIGHT TO BE 8'-0 STUD AND RAFTER 2• RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. �Qe;��,\CEN ''•.�_�
VARY. SPACING SHALL BE IG"O.C.,Max.FOR ANY WALL HEIGHT
ABOVE 7'-O°,WALL5 UNDER 7'-0"IN HEIGHT MAY HAVE 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No. fi4558
7. ALL FASTENERS INTO P.T.WOOD SHALL BE NOT DIPPED GALVANIZED BUILDING. - -
FASTENERS. FRAMING SPACED AT 24"OS.,Max. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1 503 AND
26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED TATE F
18. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 8318.6
FOR EQUIVALENT OR GREATER PRODUCT. -NOTE:THIS LI5T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK '0
OP.DER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT .P•.
FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE F ��ORIDP•`G;�
BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER 'i S
19. THESE 5TRUCTURE5 SHALL NOT BE USED FOR COMBUSTIBLE
HAZARDOUS MATERIAL. OR gOOeq'ft.)MUST HAVE A7LEA57(I)32°x80°(MIN.)DOOR. URISDCTION APPROVAL.
ELATED ITEMS ARE SUBJECT TO LOCAL ',,S/ONALt
These Ions were designed in accordance with: I Probst No. Sheet Number:
P e I La Box Eave Master Plan Designed by: J
2014 FBC,5Th Edition I OR.Ii 12EN224-
_ •i,..
Haney Associates, Ince 2011 NEC ! Lark Builders 160-DSWW
u Engineering 1l Constriction Planning 2014 Florida Fire Prevention Lode °
' I 409 Dixon Street
ChecAed By: Date:
P.O.naz]Ce,5ls M1fac,S.0 19683-Phone:fl64416.7696 For Wind Speed 160 mph,Exposure D I - Vidalia,GA 30474 C.L.A. 0227/13
-L 1 of 8
PSI APPROVAL 2015-06-25
ELECTRICAL NOTE5: Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE
THE RESP014SI8ILITY OF THE HVAC CONTRACTOR AND ELECTRICAL j
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UNIT(S)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 CONTINUOUS SOLID COPPER INSULATED 32"MIN.,GO"MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND 8AR IN THE MAIN WINDOW HEIGHT,LOCATION— 24" F\ BY G'-8°HEIGHT DOOR,
DISTRIBUTION PANEL. AND QUA14TFTY MAY VARY \.
4. EQUIPMENT GROUND EARN MAIN D15TRI13UTION PANEL 15 TO BE AND ARE OPTIONAL. 5'MPX. IMAX. I• i,/ \�\\ LOCATION MAY VARY.
GROUNDED TO MINIMUM 10'-0'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 2x4 S.Y.P.#2 WALL I
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST 57455 W/S.Y.P. i
EDITIONS. �o #2-2x4 SOLE PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE a7 P.T.3/4"TEG i = j wce Information
T
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH y FLOOR SHEATHIN� ' '.
WITH A MARKED"OFF"POSITION THAT 15 PART OF THE HVAC SEE VARIOUS END SEE VARIOUS END WALL'WALLFRAMING ' I CODE REWEW
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS Q - FRAMING SECTIONS FOR I ¢ professional Service Industries
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY io � SECTIONS FOR WALL / WALL AND DOOR FRAMING.' Z
\ I O 1748 33rd Street
A READILY ACCESSIBw LE CIRCUIT BREAKER. AND WINDOW FRAMING. / I I
i Orlando,Florida E
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a \� O Plan Reviewer:William am E..Newry,III
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS ¢ — I ICG R51850de
LA RU66d66
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL \ I FL SMI-79,SMP-51 i
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING =I
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, ____________I
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL. I G`r1
10. ALL WIRE5 TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL.ELECTRY TO-' WP \�32"MIN.,GO"MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY 0=8"HEIGIIT DOOR, 4'-0"or 6'-0"
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTIET5 SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER OPtlonal Porch
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT
50-0°MAXIMUM BUILDING LENGTH
Electrical Symbol Keyj Haney Associates,Inc.
NOTES: ' Cert rate of Authorization
GFCI Duplex Receptacle 120V 10 o ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. I No.27124 \
•BUILDINGS WITH WALL HEIGHTS GREATER THAN 7-0"SHALL HAVE WALL
Incandescent Light w/(1)-60w Bulb FRAMING SPACED AT I G"D.C.,MAX. `I1 t L l It,,,
�G
KR N q
•'IGEN •'•.ti
❑J Junction Boxoe' o2/z�j�/
Typical Floor Plan No. 64558 '
SCALE: I/4'=1'-O' _ •*'
Switch =
STATE 0 :r
WP Weatherproof
$n (Switch w/Receptacle Outlet 120v 10
� `,S7jONALt\\1�`
Ions were designed in accordance with: Pro ect No. Sheet Number:
These
I P e j Lapsider Box Eave Master Plan Designed By: 1
2014 FEC,5t1'Edition O.R.H. 60-DS 4-
µ' g$a>Z1ey Associates, II1C
ates, g . i 2011 NEC Lark Builders Ido-Dsww
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.nua348,S@Maq S.C.29662-eh"e.:e6"6a66u For Wind Speed 160 mph,Exposure D C.L.A. 02 ate:
Vidalia,GA 30474 2 of 8
PSI APPROVAL 2015-06-25
_ Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR JOIST SIZE ----- —�'
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) X
Width Joist size84Spacing I A B Widthl Joist Size&Spacing A B 'A' .B. .q.
6'-0" 1 2x4's @ 16"O.C:,Max. 15" 42" 6'-0" l 2x4's @ 16"O.C.,Max. 12" 24" (`-
8'-0" 2x6's @ 16"O.C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 16" 32"
101-0-11 2x6's @ 16"O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR J015T SIZE
11'-0" 2x6's @ 16"O.C.,Max. l 24" 84" 11'-0"I 2x6's @ 16"O.C.,Max. 22" 44" X
11'-8" 2x6's @ 16"O.C.,Max. 28"184" 111-8111 2x6's @ 16"O.C.,Max. 24" 46"
13'-0" 2x8's @ 16"O.C.,Max. 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26" 52" = B° B., n° 1-
131-8" 2x8's @ 16"O.C.,Max. 40" 84"1 13'-8" 2x8's @ 16"O.C.,Max. l 28" 54" I�
NOTES: S° Info-,anon
•FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 POR ALL STRUCTURAL COMPONENTS AS SET FORTH °.ToBui7dOn
UNDER FBG 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. •j°'nep'�""'"°'rs`"°
•ALL SKIDS ARE P.T.-4xG 5.Y.P.#2 OR(2)-P.T:2x6 5.Y.P.#2 - CODE REVIEW
•G'-O'WIDF UNITS MAY USE 2x4 S.Y.P.#3 JOISTS
Professional Service Industries
•ALL JOISTS ARE TO BE P.T.-5.Y.P.#2 1748 33rd street
P.T.SIDE RAIL TO MATCH P.T.SIDE RAIL TO MATCH Orlando,Florida 37839
J015T SIZE,SEE FRAMING JOIST SIZE,SEE FRAMING Plan Reviewer.William E.Newry,III
SCHEDULE FOR SIZES. SCHEDULE FOR SIZES. ICC
FL SMI-79,SMP-51
Q
Q
E3
SEE SCHEDULE FOR J015T SIZE
SEE SCHEDULE FOR JOIST SIZEMM mnm
m
142
I. Haney Associates,Inc.
Certificate of Authorization
No.27124
k TTK R. H,y�',
84q P.T.-4xG 5.Y.P.#2 or 4'-O"or G'-0° 344 P.T.-4xG S.Y.P.#2 or �Q:•'�\CEN F••�'�'�
I. (2)-P.T.-2xG 5.Y.P./i2 SKIDS I. (2)-P.T.-2xG 5.Y.P.N2 SKIDS 4'-O"or G'-O" p:: cz�z7/3 •,,L
Optlonai Porch Optional Porch _rte•: No. 558
50'-0"MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH
��• STATE L�f�y
Typical 2 Skid Floor Frammq Plan Typical 3 Skid Floor Fratninq Plan
SCALE: 1/4'– '-Or SCALE: I/4"=1'-o" �r,�NALttt��
These Ions were designed in accordance with: Project No. Sheet Number:
P 9 Lapsider Box Eave Master Plan Designed By:
H A g 2014 FBC,5th Edition 12EN224-
JL�ali.YleY tSSS®Q;Ya.1t�S� Lnc. 2011NEc Lark Builders °' 160-DSWW ®�
Engineering&Construction Planning 2014 Florida Fire Prevention Code l
t!iF/ 09 Dixon Street Checked Hy: Date: I
P.O.OM048,Si.Mae,S.C.29682-Pha"":864.646n600 For Wind Speed 160 mph,Exposure 0 Vidalia,GA 30474 C.L.A. 02/27/13 3 of 8
PSI APPROVAL 2015-06-25
F Approval Stamps:
2x4 5'Y.P.#2 WALL STUDS .� i
SEE PLAN VIEW FOR SPACING 2x4 S.Y.P.#2 WALL 5TUD5
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.4x6 5.Y.P, I 2x4 S.Y.P.#2 SOLE PLATE,
#2 OR(2)-P.T:2xG 5.Y.P.#2 SEE FRAMING SCHEDULE
FOR J015T SIZE CONTINOU5 W/5/1 G"x4"
LAGS AT 18"O.G.,Max. FOR J015T AND BAND 51ZE
t y (2)SIMPSON H-3(OR I P.T.3/4°TCG FLOOR P.T.3/4"TCG FLOOR
EQUAL)CLIPS AT EACH SHEATHING SHEATHING ! 1
_ STUD,ONE EACH SIDE
• OF SOLE PLATE
SENCO K25(OR EQUAU /—NOTCH SKIDS IY2xIYz 11 1/ t/
NAILS AT 1 2"O.C.,ROW5 FOR EACH FLOOR'J015T \
SHALL BE 1.5"FROM EDGE,
STAGGER ROWS 6°FOR /t / __ /t I
1 2x4 5.Y.P.#2 20 a.UPLIFT STRAP w/
� r� � 9
(2)-P.T.-5.Y.P.-2xG's SKIDS, 2x BLOCKING BETWEEN �. SOLE PLATE (4)-0.13 1 x2.25"Nails
START PATTERN WITHIN G° . SKIDS,FASTEN TO END EACH END,MINIMUM
2x4 BLOCKING BETWEEN J015T OF EACH END OF SKID J015T W/(3)-0.120"x3" I 1
SKIDS,FASTEN W/ ---- -A—
NAILS AI 12"O.G.ECH OPTION"A' � �a lnfirmm7ion ,
SIDE,STAGGERED. I ��
(2)-O.120"x3"NAILS AT I ToUuiWOn
12"O.C.,STAGGERED. 3a WALL STUD TIEDOWN DETAIL
I 5KIDCFLOOR FRAMING DETAIL 2 END J015T FRAMING DETAIL I. SCAIE:3ra•m l•-o• CODE REVIEW
I. 5CALE:I.5'=I'-O' Professional Service lndusVies
174833rd Sfreef
Orlando,Florida 32839
Plan Reviewer.William E.Neary,III
IGC 0 5195900
LA nuOD406
FL SMI-79,SMP-51 I
SKIDS MAY BE P.T-4xG 5.Y.P.
#2 OR(2)-P.T:2xG 5:Y.P.#2 1
2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING
ATTACH SOLE PLATE 2"LAP SPLICE FASTENED
,'cif:
411
TO SKID FRAME WITH �-a�-`{ W/(G)-511 6"x4"LAGS
SEE FRAMING SCHEDULE t I
FOR JOIST AND BAND SIZE 5/1 GAT
LAG SCREW P.T.4x.6 S.Y.P. (OUTER FACE),(3)-5/16"x4"
AT 18"O.C.,MAX. #2 SKIDS LAGS(INNER FACE),(9)LAG
SCREWS TOTAL.
P.T.3/4°TCG FLOOR H3F ATTACH J015T TO SKID WITH ,Haney Associates,Inc.
SHEATHING 511 G"x4"LAG SCREEN OR(2)
i 51MP50N H-3(OR EQUAL)AT Certificate of Authorization
EACH END OF JOIST,SEE ,�% No.27124
r FRAMING SCHEDULE FOR SIZE. ?i�; 3"x6"SPLICE PLATE
4 SIDES OF JOINT,FASTEN STENTEN
(2)-P.T.2xG EACH PLATE W/(5)-5ENC0 ---- `trtttl,r4rr
L 2)51MP50N H-3(OR 5.Y.P.#2 5KID5 K28(OR EQUAL)NAILS ��� �C R. ,
2x4 S.Y.P.#2 '� NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 G"x4° EACH SIDE. :�Q-�G•••. Hq
SOLE PLATE EQUAL)CLIPS AT EACH LAG 5CREW5[OR(4)-O.13l x4"GUN NAILS)ANDA : CEN
,c•.ti�'�
STUD,ONE EACH SIDE o'�7//$3- ••. :
SIMPSON H-3[OR EQUAL]AT EACH END OF JOIST. Na_645 58
OF 50LE PLATE I:.�.; t_
OPTION"B" TYPICAL SKID TO = ao
®JOIST CONNECTION DETAIL 5 TYPICAL SKID SPLICING DETAIL STATE OF
Oma••
_3b_WALL 5TUDTIEDOWNDETAIL
_ I. 5CALE:34•=1'•a I. sc :3)4•el-o :,mss FCORIOP••'�j��
'.L.. 5CALE:314•=1'-O•
.,`4ZONAL�C.�•
f,in Ll Lt
These plans were designed in accordance with: 1 Project No. Sheet Number J
Lapsider Box Eave Master Plan Designed By:'
T��y T I 2014 FBC,5m Edition O.R.H. 12EN224-
%I ala.&b��L�S�UCI�.te�, JLnC. 1 2011 NEC Lark Builders 160-DSWW
Engineering 8c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street 0
Checked By: Date.
r.0.6°x3a9,Six 11f0c,S.0 T96n-Ph°ac:96/616.7609 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 02/27/13
� _ _ _ � 4of8 _
PSI APPROVAL 2015-06-25
Approval Stamps
1-
4.5 42"Max.
Max. Maz. GO"Max.
75.5"Max.
Ll I I IJTt -11, 111
.__..___.__. --
.___..__..__..__ _..__.
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS.
50'-O"MAXIMUM BUILDING LENGTH �� lnfommlron
I R oBtuldOn
Typical Side Wall Opentng5 Framing 1
CODE REVIEW
SCALE: 1/4'=I`-0"
1 Professional Service Industries
1748 33rd Stmet
Orlando,Florida 32839
Plan Revle-r..William I-Neary,III
ICC H 5t 85040
WALL OPENINGS FRAMING SCHEDULE ` SMI-7,
FLL5141-7 0 SMPS1
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 1 Strapping A 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 1 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)
_3_0.5" 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)"S'impson H-3 5 5 l
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
(7)-0.1,31 I Haney Associates,Inc.
63" 3/2 (10)-164 Nails (9)-164 Nails 2/1 3 20 a.w! x2.25"Nails 3 Sim son.H-3 8 g
Certificate of Authorization
75.5" I 3 (13)-16d Nails (N/A) 211 (3)-20ga.w/(7)-0:131x2:25"Nails (3)Simpson H-3 10 7 No.27124
96" 3 (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(9)-0.131x2.25"Nails (3)Simpson H-3 11 12
utntr
.'` "'r.
\CK R. yq
NOTES: pie'•
ALL HEADERS AND SILLS SHALL BE GSCONSTRUCTEDTED ARE
FROM 5.Y.P.#I ® 8
5TRAP5 CUPS AND AN. LAGS STATED ARE FOR EACH SIDE Of:OPENINGS 1k 645
STRAPPING MAY WRAP BAND J015T IF NEEDED TO INSTALLREQUIRED#OF FASTENERS i \ /1 _ No. •:
•ANCHORING LAGS SHALL BE I"FROM STUD AND SPACED I°O.G.CENTERED ON BAND J015T _
•REFER TO CUP MANUFACTURED.FOR CLIP FASTENING REQUIREMENTS (I)-2x4 5.Y.P.#1 (2)-2x4 5.Y.P.#1 w/1/2'PLYWOOD (2)-2xG 5.Y.P.#I w/ — STATE OF
•51MP50N C51 G STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or(I)-4x4 5.Y.P.#i 1/2'PLYWOOD SPACER �pT F
OPENINGS 42'OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON F•'•tORt�P''
OPENINGS GO'OR GREATER r1 5 der/515"Typo I heSaderlSill Typ�e 2 H 5 der/Sill Type 3 '�•S&YONA�t g�`•`
Project No. Sheet Number:
p ans were designed in accordance with:
Lapsider Box Eave MasterPlan Designed By:
2014 FBC,50 Edition2EiI224-
Haney A s®ciates, Inc. 2011 NEC i Lark Builders O.R.H.OR160-D SWR'
1 Engineering 8c-Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S 1 A
t" l Checked By: Date:
P.O.Hoa 340,Six MBS S.C.296n-Phe•e864fi167600 For Wind Speed 160 mph,Exposure DC.L.A. 0227/13
Vidalia,GA 30474 5 0f8
PSI APPROVAL 2015-06-25
Approval Stamps:
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTE5:
Wall Framingat 24"o.c., Max. Wall Framing at 16"o.c., Max.
9 .BUILDINGS WITH WALL HEIGHTS GREATER THAN 7-0"SHALL HAVE WALL AND ROOF FRAMING SPACED
Required# Required# AT I G°O.C.,MAX.
Width Rafter Size q Width Rafter Size •ROOF FRAMING 5HALL BE 5PACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD
of Strap Nails of Strap Nails TRANSFER AND STRAPPING.
•RAFTER TO STUD STRAPPING 5HALL BE 20,j..x I Ye"WIDE AND FASTENED WITH 0.131 x2.25"NAIL5.
6'-0" S.Y.P.#1-2x4's 6(ea.end) 6'-0" S.Y.P.#1-2x4's 5(ea.end)_ .ROOF DRAINAGE 5HALL COMPLY WITH F.B.C.2010 1503 AND R318.G,
8'-0" S.Y.P.#1-2x4's 7(ea.end) 8'-0" S.Y.P.#1-.2x4'8 5(ea.end) •ROOF FRAME TO WALL FRAME 5TRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE
FRAMING
10'-0" S.Y.P.#1-2x4'3 9(ea.end) 10'-0" S.Y.P.#1-2x4's 6(ea.end) .FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCTURAL COMPONENTS A5 5ET
11'-0" S.Y.P:#1-2x6's 10(ea.end) 11'-0" S.Y.P.#1-2x4'S 8(ea.end) FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWI5E SPECIFIED. j
11'-8" S.Y.P.#1-2x6'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.#1-2x6's 8(ea.end)
13'-8" S.Y.P-#1-Ms 12(ea.end) 13'-8" S.Y.P.#1-2x6's
s In
as To BuidOn
4'-O"or G'-0°V CODE REVIEW
Optional Porch Professional Service Industries
1748 33rd Street
Orlando,Flodda 33839
-- ---- ----- -----. Plan Revienen William E.Neary,III
ICC 9 5185040
j ILA 0000406
FLSMI-79,S16P51
i
In 5EE 5CHEDULE FOR RAFTER 51ZE
$ I i
I I
RIDGE i
Ti '
CHaney Associates,Inc.
> Certificate of Authorintion
I P.T.-4x4 5.. P.#2 BEAM5 No.27124
UNDER WALLTOP PLATE TO
ALLOW TOP PLATE TO RUN 111111/l
--- ---- CONTINUOS'FOR RAFTER ```7�t< R, rr!!
BEARING.(PORCHE5) �`Q,\..!.. ......
50'-O"MAXIMUM BUILDING LENGTH
No.
o 558
Typical Roof Framinq Plan STATE o
F
SCALE: 1/4=I'-O° ��S+
S,
'!rr/ONAL7��.`.
T ese ons were deli ned in accordance with: /�—
P B Lap$ider Box Eave MaSter Plan Designed By: Prole/r No. SheetNuinber:
2011, 57h Edition O.R.H. 12PN224-
l I��agey Associates, Inc. '2011NEc Lark builders 160-DSWW
_M
Engineering&Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street S1 .5
P.O.114x348,Six Mee,S.C.29682-Plb-86"fi 7600 For Wind Speed 160 mph,Exposure D Checked By: Date:
P P P Vidalia,GA 30474 C.L.A. 02/27/13,
6of8
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 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 2Ya4 (-------'---------
(2)-0.1 3 I"x —� �`'� i SEE ROOF FRAMING P.T.4x4 BEAMS
LONG GUN NAILS `�- SCHEDULE FOR RAFTERS NOTCHED AND AND
`l 1 (2)H- CORNWITH(4)-0.13 1 x 3.25"
AT FASTENED TOGEHTER
-------- ----- l
1 ATTACH TOP PLATE TO STUDS
.10-0.
/(2)-0.13 1 x3.25"GUN NAILS, .GUN NAILS
ATTACH TOP PLATE TO RAFTER. 4x4 AT EACH
K io SEE ROOF FRAMING PLATE w/5/1 GN3"LAG SCREWS CORNER CUT
MO SCHEDULE FOR STRAPPING AT 18"O.C.,Max. DOWN TO P*TI
4x4 AT
REQUIREMENTS SUPPORT BEAMS EACH CORNER
b
2x4 5YP#I STUDS AT 16"
io - OR
24'0.C.,
O SEE 51.2 FOR SKID 2 1/2'x 1/2" CORRUGATED (2)H-3 CLIPS AT 3'x 5"STEEL NAIL'MITEK'
AND FLOOR FRAMING PANELS(FASTENED W/#8 x EACH CORNER OF'ALPINE'PLATES,O 2
IYi PER POST
WOOD SCREW AT G" ��+��• Infomm[ion
�°To Build On
O.C.(OR EQUAL)
M t1L�.'1 CODE REVIEW
VARIES,G--O'to 13'-8" al 17448873337Servlre Industries
1rd d SYrect
4'-0"or G'-O" Orlando,Flodda 31839
Plan Reviewer.William E.Neary,111Ice
,
Typical Frame 5ection LA#000840660
SCALE: 1/4"=1'-0" Typical Porch Option.Frame R.SMI-79,SMP-51
SCALE: 1/2'=1'-O"
. SIMPSON H-3
HAT CHANNELS AT 24'O.C.,MAX. 2x4 COLLAR TIES OR EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- —`` EACH RAFTER
Yd'LONG GUN NAILS SEE ROOF FRAMING 162 NAILS AT
0.131'x 2
-�_- TAPERED 2x6
SCHEDULE FOR RAFTERS
� ATTACH TOP PLATE TO V
- —`- 51MPSON H-3 OR ;', STUDS w/(2)-0.131 x3.25"
EQUAL AT EACH GUN NAILS,ATTACH TOP Haney Associates,Inc.
RAFTER ATTACH FASCIA
PLATE TO RAFTER PLATE w/ Certificate of Authorization
- - - ' 5/1 Gk3'LAG SCREWS AT TO RAFTERS w/ No.27124
'1 'I 8'O.C.,Max.
3'x 5'STEEL NAIL'MITEK'OP'ALPINE LS AT1 GUN NAIL5
EMBEDDED CH SIDE Or.A55I!M6Ly HYDRAULICALLY OR BY 11Gd G°O.C!Max. J No.2-P 6P.F. `��\G t AT
R.t
ROLLER PRESS,TYPICAL > ` Q' '\GENS' '�
4'-0"Min.2x4-5.Y.P.1.11 COLLAR TIE I x4 WITH I Gd NAILS CONT.2x6,NAIL TO N 64558 '
AT I G"O.C.,Max. EACH TAPERED 2xG - c •' G
w/(2)-166 NAILS 3 OVERHANG OPTION DETAIL - -
I. 5 :3/4•=1' =6% STATE OF .
��'-.
I RIDGE COLLAR TIE DETAIL 2 OVERHANG OPTION DETAIL �•:F(ORIDP-r����
. 5GQt: I•,V• 1. 5GALE:3/4'.I'-P
";'.9/0N AL le\�`•
These plans were designed in accordance with: Project No. She A Number:
_ p s Lapsider Box Eave Master Plan Designed By:
+ �7f p Y 2014 FEC,5*h Edition O.R I1: 12E60-D SW-
� lac9IAC�T.1-�SSO.Cldt@Sl lIIlCe '2011 NEC Lark Builders 160-DSWw
EngineeringI &Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
•
Y. P.a.011349,sI1hnl,S.C.n682.Ph111:964a46a699 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. ' 02/27/13
I_ `y \ 7of8
c ,
PSI APPROVAL 2015-06-25
Approval Stamps:
3'x 5"STEEL NAIL'MITEK'OR'ALPINE' GABLE END TRU55
GABLE END TRU55 PLATES EACH SIDE Of A55CM13LY
EMBEDDED HYDRAULICALLY OR BY
ROLLER PRESS,TYPICAL
2x4 5YP#I STUDS2x4 5YP#I STUDS
AT 16'OR 24°O.C. -� / 20,3a.T-WALL BRACING STRAPS ON �� AT 16"OR 24'O.C.
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0.131°x 2}r4"LONG / 22.5° '\
ATTACH WALL SECTIONS GUN NAILS OR#8x 21/4 LONGMax. ATTACH WALL SECTIONS
w/5116"x3'LAG SCREWS SCREWS AT EACH MEMBER / \ w/5/I 6k3°LAG SCREWS
AT 18"O.C.,Max. Ilk<
CROSSING. AT 18°O.C.,Max.
N
SEE 51.2 FOR SKID AND FLOOR �g5�1gibre ation
VARIES,6'-O°to 13'-8° h T itildOn
VARIES,6'-0°to 13'-8" FRAMING e+ •
End Wall Framin Option I CODE REV/EW
End Wall Framing Option g p Professional S—keIndustries
SCALE: 1/4'=1'-O° SCALE: 1/4'=P-a' 1748 33rd street
Orlando,Florida 32839
Plan R-i—r..William E.Neary,III
ICC 0 5185040 I
GABLE END TRU55
3'x 5"STEEL NAIL'MITEK OR'ALPINE' La 9u00406
PLATES EACH 510E.OF A55EM13LY GABLE END TRUSS FL SMI-79,SLiP51
EMBEDDED HYDRAULICALLY OR BY I _
ROLLER PRESS,TYPICAL
i
i
2x4 5YP#I STUDS2x4 SYP#I STUDS
AT I G"OR 24"O.C. / 20ga.T-WALL BRACING STRAPS ON AT 16°OR 24°O.C.
96°Max. % 63'Max.
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0:131"x 2Y4-LONG / Haney Associates,Inc.
ATTACH WALL 5ECTION5 / \ GUN NAILS OR#8x 2&LONG \ ATTACH WALL SECTIONS Certificate of Authorization
w/511 6'x3°LAG SCREWS' 4 SCREWS AT EACH MEMBER ,O W/5/1 GNX LAG SCREWS No.27174
AT 18'O.C.,Max. r '\ CROSSING. i. AT 18'O.C.,M-.1,
IN R.Rllrrr/i
K H ' .
'IN QQ'\G
O;• No. d'S�sa '••�;
SEE 51.2 FOR SKID AND FLOOR = :*C
VARIES,G'-0"to 13'-8" FRAMING 'VARIES;6'-0"to 13'-8° _ —
End Wall Framing Option End Wall Framing Option O�, TATE O
SCALE: I/4°=I'-O° SCALE: 114"=P-0" S'•-�ORI�p
�'�rsZONAL
rr/nnit``
These plans were designed in accordance with: Lapsider BOX Eave Master Plan Designed By: Project No. Sheet Number:
L T I 2014 FBC,51h Edition O:R H 12EN224-
'-I-F, Harney Associates, dice 2DUNEc Lark Builders leo-DSWW �.�
- Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street °
lxb
P.o.mx348,slllgnC.294n-rb""�s4ae44-14ao Checked By: Date:
For Wind Speed 160 mph,Exposure D VId81fe,GA 30474 C.L.A. i 02127/13 8 of 8
TIE-DOWN NOTES: TABLE 2A - 165D/170C TABLE 2B - 140C
1.ANCHOR SPACING IS OF AS PER ASCE-7. OD-OD oo•DD 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. "'MUM ANCHOR MAXIMUM ANCHOR
3. TIE-DOWN STRAPS TO BE 1-J'A 0,035'GALVANIZED STEEL,FEDERAL SHED WIDTH SPACING SHED WIDTH SPACING
SPECIFICATIONS OOS-781-H,TYPE-1, FINISH-B,GRADE-1. TIE-DOWN
STRAPS AND CONNECTING HARDWARE TO HAVE 4.725 LB.MINIMUM 'IRI 1IiF CODE vER510
ULTIMATE CgPACITY (3,150 LB.x 1.SJ. TIE-DOWN STRAP (1)pip gTp 12 ON B'WIDE OR LE55. EIL fvi WP TO l6'-� 1D'-D UP TO 16'-D" 1o'-D" MANUFACTUR
4.ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4.300 LB.CAPACITY. (SEE NOTES) (2)2.6 OR(1)4.6 P.T.SYP e2 SKIDS \ylu/�/
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16'FROM END ALL ELSE(GN BE SET ON GROUND). 16'-1"TO 20'-0" S'-O" 16'-1"TO 24'-0" 8'-0" AGENCY
ON SIHED WIDTH,W NNIMUM PER ID(SPEED.ANDPEXPOS EXPACED AS OSURE. ANCM RS NOT NE DED R TABLE 2A,B.0 TNG 71E3 ANCHOR wRHO/2D GRADE70 PS TYPE 1 TYPE 2 BUILDING_
ON ENDS. BOLT MINIMUM WRN WASHERS 30'DRIVE ANCHOR 30"AUGER ANCHOR 0'-1"TO 24'-0' 6'-0" TABLE 1 A - 120C CONSTRUfT10
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON FOR ROCK/CORAL FOR SOIL/CLAY
SHED WIDTH,WIND SPEED,AND EXPOSURE 1/2'.3'(400 LB.)CONCRETE 'A.'I DD TABLE 2C - 1200 ANCHORING TO CONCRETE FIRE PR07EC
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4-COVER(DISTANCE FROM WEDGE ANCHOR WITH U-CHANNEL '' I 00- MAXIMUM ANCHOR FIRE SUPPR
ANCHOR TO EDGE OF CONCRETE). (TYPE]) TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH SPACING
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF(TYP.) CONCRETE ANCHOR MA%IMUM ANCHOR OCCUPANCY
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION wrtn EXPANSION BOLT SHED WIDTH SPACING 24'-O" 6'-D" ALLGwABI_E N
AN
THAT THE SAME MA%IMUM SPACING IS FOLLOWED FOR EACH 4'CONCRETE
ANCHOR TYPE. BASIC WIND S
1 77TYPI_ COAL ANC�F OR TYPES z(�P TO 24 7Os 10'-0"
`�. - 2O'-O" 7�-D" EXPOSURE
ENCLOSURE
r ._ _ 16•-Q" 7-6" INTERNAL PR
. 14•_0" 8,_D" IMPORTANCE F
. ROOF DEAD LO
TIE-DOWN STRAP BOLTED THRUT 12'-0" 9'-6" ROOF LIVE LG
TIE-DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2'GRADE 5 (1)4.4 SYP j2 ON 8'WIDE OR LESS. (1)4.4 SYP S2 ON B'WIDE OR LESS. FLOOR DEAD L
FLOOR JOIST WRH 1/2'GRADE 5 BOLT MINIMUM WRH WASHERS (2)2.6 OR(1)46 P.T.SYP e2 SKID (2)2.6 OR(1)416 P.T.BY
e2 SKIDS
BOLT MINIMUM WITH WASHERS ALL ELSE(GN BE SET ON GROUND). (LLL ESE(
CAN BE SET ON GROUND). 1 O'-O" lO'-6" FLOOR UNE LO
TIE-DOWN STRAP SECURED
TIE-GOWN STRAP BOLTED TO TYPE WITH(e)tOD.15'NAILS 8'-Q' 12'-O" -R'RATING OF
1/2'.3-(400 LB.)CONCRETE 3 ANCHOR WITH 1/2'GRADE 5 MODULES PER
WEDGE ANCHOR WITH WASHER BOLT MINIMUM WITH WASHERS MODULENE.PR
s/8'.30'EARTH ANCHOR: 6'-0" 12'-0" _
• 1/2'x3'(40W LEL CONCRETE =:iAUGER STYLE FOR SOIL/CLAY, HURRICANE 15nE
WEDGE ANCHOR ITH U-CHANNEL DRNE STYLE FOR ROCK/CORAL TABLE 1 B - 1 40C
MPE 3) SOIWLE FOOTAG
4'CONCRETE ANCHORING TO CONCRETE
4"CONCRETE ,(1 -OPTIONAL SUPPORT PAD(P.T.WOOD, MAXIMUM ANCHOR REV
CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING
_ - 24'-0" 4'-0"
20'-0" 5'-0"
TIE-DOWN STRAP BOLTED THRU 16'-0" 5'-6" p,"
FLOOR JOISTT WIT 1/2"GRADE 5 (1)14 SYP 02 ON S'WIDE OR LESS.
(1)4.4 SYP/2 ON S'WIDE OR LESS. BOLT MINIMUM WITH WASHERS I.
2.6 OR(1)4.6 P.T.SYP B2 SKIDS 14'-D•
2.4 SOLE PLATE(NATURALLY (2)2.6 OR(1 4.6 P.T.SIP 2 SKIDS ALL ELSE(GN BE SET ON GROUND).
1/2'.3'J....S.'H-E
LELDURABLE WOOD OR P.T.) AL
l ELSECAN BE SET ON GROUND.
( ) Sco
WEDGE ANCH71E-DOWN STPAP 12'-O" 7'-6'
_ 4" (SEE NOTES)
WITH EYE HOLE::AUGER ANCHOR
10'-0" 6-6" M"tl
1/2-0-(40.LB.)CONCRETE FOR SOIL/CUT.DRNE STYLE
WEDGE ANCHOR LB)2'WASHER FOR ROCK/CORAL
4'CONCRETE 8'-Q" 12'-0"
4'CONCRETE 6'-0" 12'-O"
4'CONCRETE
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
(1)4.4 STP 1) .6 B'WIDE OR LESS
TIE-DOWN STRAP 24'-0"
GRODOWN STRAP BOLTED 2- (SEE NOTES) (1)4.4 STP 1) .6 P.T.WIDE OR LESS.
(2)2.6 OR(1)4.6 P.T.STP S2 SKIDS
GROUND ANCHOR WRH 1/2- ALL ELSE AN BE SET ON GROUND). (2)2.6 DR(1)4a6 P. STP/2 SK6Y.a 20'_0"
1/2'•5'(400 UB.)CONCRETE 2.4 SOLE PLATE(NATURALLY GRADE 5 BOLT MINIMUM WITH ( ALL ELSE(GN BE SET ON GROUND).
WEDGE ANCHOR WRH 2'WASHER DURABLE WOOD OR P.T.) WASHERS,ALSO CONTINUOUS AND TIE-DOWN STRAP BOLTED TO
ATTACHED TO GROUND ANCHOR GROUND ANCHOR WITH 1/2'GRADE 1 6'-O" S'-0" z
ON OPPOSITE SIDE 5 BOLT MINIMUM WITH WASHERS Q
_ ______•.___ 5/B'a 30'EARTH ANCHOR: 5/8'.30'EARTH ANCHOR: 14'-0" 5'-6"
AUGER STYLE FOR SOIL/CLAY. ALOE R SME FOR SOIL/CLAY,
GO DR NE STYLE FOR ROCK/CORAL I'•I• DRNE STYLE FOR ROCK/CORAL
1 : 4 OPTIONAL REINFORCED 12'-0" 7-0"
CONCRETE FOUNDATION z
I-8 <C.NcREEE
OPTIONAL SUPPORT PAD PAD)
WOOD,
CONCRETE BLOCK OR PAD)SPACED
ly-
AT
8
'-0'MAX. V.
10,_D•• Q �
TIE-DOWN DETAILS 6'-0" 12'-0" v
Z
Q
w
V .
� ¢
Sheet