HomeMy WebLinkAboutSHED LESS THAN 144 SF (6) RECEIVED JUL 15 2616
• �J �� hzfonnation i Laney Associates, Inc.
e d— .To Build On i _ ' Engineering&Construction Planning'
Engineering•Consulting•Testing
FILE Copy
F.L.Certificate of Authorization No.27124
June 25,2015
P.O.BOX 348 a SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300
Mr.Jim Richmond EMAIL:EMAIL:
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street Orrick R.Haney,P.E.
Suite 90A President
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed Date: June 10,2015
Manufacturer: Lark Builders
Plan Number: MLBE-14 Florida Manufactured Building Program 2014 Code Update
Dear Mr.Richmond,
Attention:
Pursuant to the requirements of the Florida Department of Business and Professional William E.Neary,III
Regulations,the above referenced documents have been reviewed for compliance with: Professional Services Industries,Inc.(PSI)
2014 FBC,5th Edition 1748 33rd Street
2011 NEC Orlando,PL 32839
2014 Florida Fire Prevention Code
Project: LARK BUILDERS MASTER DESIGNS
These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC)
v r5 Client Name: Lark Builders Inc.—409 Dixon Street-Vidalia,GA 30474
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI. Asseluent:
The plans on file with the state previously approved by the Florida Manufactured Building
All mandatory comments have been satisfied and plans are approved for construction by a Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014
modular building manufacturer that is currently approved by the Department of Business In
and Professional Regulations. 5 Edition.
If you have any questions or require my assistance in any way, please do not hesitate to Lark Builders,Inc. have the following designs on file:
contact me.
140 mph—Standard and Vaulted Wood Shed Master
• 160 mph Exp.D—Lapsider Box Eave Wood Shed Master
Respectfully S bmitted, • 160 mph Exp. D—Vaulted Ceiling Wood Shed Master
• 160 mph—Double Wide Wood Shed Master
m 160 mph—Metal Double Wide Shed Master
r
William E.Neary, I i! n 160 mph—Metal Lapsider Box Eave Shed Master
® 165D/1 75C—Metal Lapsider Box Eave Shed Master
Department Manager
Modular Facilities Division
Copy to:Ms.Berri Howard,Lark Builders berri n larkbuilders.com haneyassoeiatesraheusouth.nel
Professional Service Industries.Inc.•1748 331d Street•Orlando,FL 32839•Phone 4071304-5560•FaX 4071304-5561 15 EN224 Page]of 2'
FL Engineering Business 3684
PSI APPROVAL 2015-06-25
160 h -Exp. D - Lacider ®x ave o® Shed aster Play ApprovalSt
GENERAL NOTES: Lark Builders DESIGN PARAMETERS: 5MICD 5IGN ROOF)
[WIND DESIGN PER ASCE 7-I O,SEISMIC DESIGN PER AISC 341-051
I. THIS 5TFUCTURE WA5.DE51GNED IN ACCORDANCE WITH THE 2012 q
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon 5t reot 1. WIND VELOCITY: I GOmph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-I O. 2. WIND IMPORTANCE FACTOR: i.0
2. ALL MATERIALS AND.LABOP,SHALL BE IN ACCORDANCE WITH THE 3. WIND EXPOSURE: D
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE GA 30474 A. IVT.PRESSURE COEFFICIENT: 0.18
TIME OF MANUFACTUREVidalia,a. 5. ENCLOSURE CLASSIFICATION: ENCLOSED
3. VVPJTTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. Sheet Index -ROOF LOAD(ZONE N 1): , +'25.801-52.68 P5F
4. OUTSIDE OVERALL DIMENSIONS CAIJ VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE 02): +25.50/-74.19 P5F
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.0 I Cover-General&Design Notes -ROOF LOAD(ZONE!#3): +25:801-1 17.19 P5F
-WALL LOAD(ZONE 44): +56.00/-G I.30 P5F fig--ago Infarnlalion
5. LUMBER USED FOR CONSTRUCTION SHALL eE AS FOLLOWS: S1.11 Electrical&General Floor Plan -WALL LOAD(ZONE rt5): +57.001-72.00 P5F .�,°T�o,,B,u�l
FLOOR JOISTS- 2x4 5.Y.0.k2-(1 2-15%MOISTURE CONTENT) S1.2 I Skids&Floor Framing Plan -WALL LOAD(ZONE N4€t!5): +5G.50/-GG.70 P5F CODE REVIEW
2x6 5.Y.P.N2-(1 2-I 5%MOISTURE CONTENT) _ Professional service Industries
2x8 5.Y.P.#2-(I2-15%MOISTURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 125 P5F 17au 33rd street
WALL 5TU05- 2x4 S.Y.P.#I-(12-I5%M015TURE CONTENT) S1.4. 'OpeningsSchedule&Framin 8• FLOOR DESIGN DEAD LOAD: 12PSF Orlando,Florida 3x839
ROOF RAFTERS- 2x45.Y.P.S I-(12-15%MOISTURE CONTENT) _ 9 9. ROOF DESIGN LIVE LOAD: 20 P5F Ice 0 Plan 5185rer.William E Neary,III
10. ROOF DESIGN DEAD LOAD: SELF WEIGHT LA 1U11111 2x65.Y.P.0 I-(12-IS%MOISTURE CONTENT) S1.5� Roof Framing&Schedule LAsuooa99
COLLAR TIES- 2x45.Y.P.Y.1-(12-15°x.MOISTURE CONTENT) Typical Frame Section Details 11. WALL DESIGN LOAD: 8 P5F FL stns-79,SMP-51
WINDOWSILLS- 2x4 S.Y.P.tr l-(12-15%MOISTURE CONTENT) S1.6 I Typ 12. COMBINATION LOADS: AS PER A5CE 7-10
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: 181.7 I .End Wall Frame Options I 13. SEISMIC USE GROUP: B
SKIDS,FLOOR JOISTS AND 3/4"TAG FLOOR SHEATHING'S I4. BUILDING CATEGORY: I
7. TPU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND 16. CONSTRUCTION TYPE: V B I
SUBJECT TO LOCAL JURISDICTION APPROVAL. 1 7. ALLOWABLE FLOORS: I
9: ALL ALUMINUM TO BE 3005-3.105 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
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC ALUMINUM,5/8°P.T.TI-I I SIDING,VINYL SIDING WITH 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2012 B FLORIDA
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,MARDI BOARD,STEEL SIDING AND BUILDING CODE
ROOF5 SMALL MEET MANUFACTURER'S RECOMMENDATIONS. "PLEKO"STUCCO ON 5/8"DENSE GLA55 GOLD. 21.THE CONTPACTOR/MANUFACTURER MUST COMPLY\AA THE
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 21.ALL DOORS SMALL.BE ABLE TO BE OPENED FROM THE FOLLOWING CODES:
STUDS A14D SMALL BE LOCATED DIRECTLY OVERTHE WALL STUD. EGRE55 SIDE WITHOUT THE USE OF A KEY. 2014 FBC,59h Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SHALL BE 2'1/4"x I I/I G°ALUMINUM EXTRUDED 2011 NEC
UNDERLA.YMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM --
1507:2.8 OF THE F.B.C.201 O TRIM:DOOR ATTACHED TO VERTICAL 2x4,. 2014 Florida Fire Prevention Code Haney Associates,Inc.
R. OFINGPANELS ARE PLACED VERTICALLY 31'x1-Ya'xIG Ga. 23.OPTIONAL DOOR5 INCLUDE'DOUBLE ALUMINUM DOORS, CertificateofAuthod-tion
13. WHEN
HAT CHANNEL G PAN 5 ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOOR5,.G0"x 72°ALUMINUM DOOR,32° AND THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.�27124
48i1 SINGLE DOORS,AND PRE HONG STEEL DOORS.TYPE, CODE IN ACCORDANCE WITH 101.5.2•
O:C.
SIZE,QUANTITY;AND LOCATION MAY VARY.
14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE SfTE.INSTALLED ITEMS: �``�11�IRI t th rrrrr
LOCAL CODES AND TF115 IS NOT P.FOUNDATION DESIGN. 24.PREMANUFACTURED D09R5 THAT MEET APPLICABLE
1 5. BUILDING I5 CLA551FIED AS TYPE"5" (STORAGE) CODES MAY BE USED INSTEAD-OF DOORSLISTED ABOVE I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. VG
16. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE 8'-O".,STUD AND RAFTER" 2. RAMPS,STAIRS AND,GENERAL ACCESS TO THE BUILDING. :OQ..° '7
VARY. 5PAC114G SHALL BE 16 O.C.,Max.FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No. 64 58 '
ABOVE T-0°,WALLS UNfJER T-0"IN HEIGHT MAY HAVE - = 73•
17. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED BUILDING. _
FASTENERS. FRAMING SPACED AT 24"O.C.,Max. 4. ROOF DRAINAGE SMALL COMPLY WITH F.B.C. 1503 AND
2G.ALL BRAND MATERIALS SPECIFIED MAY BE 5UBSTITUTED .0
18. MANUFACTURER.INSTALLATION STANDARDS SMALL BE FOLLOWED IN 831.8.6 STATE
FOR EQUIVALENT OR GREATER PRODUCT. ��,n
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT NOTE:THI5 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
FIELD PERFORMANCE CONORIONS.. 27.ALL BUILDINGS(EXCEPT TH05E IN USE A5 AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE ' •'FLORID... Oji 1
19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER INSTALLATION.ALL 517E RELATED ITEMS APE SUBJECT TO LOCAL
�rrSS '"
HAZARDOUS MATERIAL. 400sq.ft.)MUST HAVE.ATLEAST(1)32"x80"(MIN.)DOOR. JURISDICTION APPROVAL. 'r,;ONALI
i These plans were designed in accordance with: r Project No. Sheet Number:
Thes2014 e plans
Edition rLapsider Box Eave MasterPlan F-ip ' 12EN224-
HaimevAssocAatteSy Inn. 2011 NEC Lark Builders 160-DSWWe®ngineerbp&c Construction Planring 2014 Florida Fire Prevention Code4.O.Box349,91c M1leq S.G39693-P9onc:964414769U 409 DIXO(1StT@Qt' Date:
For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 02/27/13 1 of 8
• i
PSI APPROVAL 2015-06-25
ELECTRICAL NOTES: Approval Stamps:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR.AND ELECTRICAL —1
CONTRACTOR TO VEP.IFY 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 FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOU5 SCUD COPPER INSULATED 32"MIN.,GO"MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24.. �:•\�BY 6'-8'HEIGHT DOOR,
DI5TRIBUTION PANEL. AND QUANTITY MAY VARY LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5'MAX. I,MAX.U ,! \
GROUNDED TO MINIMUM 10'-O°COPPER.CLAD EARTH DPIVE14 ROD 1`—'� i \
WrrH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. " _ _ _ ' ---------- '
5. ALL CONDUIT TERMINATION'S OF I'OR LARGER ARE TO HAVE PLASTIC -- —
INSULATED BUSHINGS.
G. ALL ELECTPJCAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4 S.Y.P. /WALL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(N FPA 1 O 1),LATEST STUDS W/S.Y.P.
EDITIONS. 'Q N2-2x4 SOLE PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE55113LE m P.T.3/4'T4G i = �'e`u`��a /�trfommlion
FLOOP.5HEATHING i O '�°.ToBui4fOn
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH o II SEE VARIO(15 END O i �.°s.w.m.�.w9•w�.x
WITH A MARRED"Off'POSITION THAT 15 PART OF THE HVAC SEE VARIOUS END WALLIL
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS O WALL FRAMING CODE REVIEW
FRAMING SECTIONS FOR i Professional Service Industries
SECTIONS FOR WALL / z
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY � \ WALL AND DOOR FRAMING.I O i 1748 33rd Street
A READILY ACCE5515LF CIRCUIT BREAKER w AND WINDOW FRAMING.
Orlando,FloridaWH 32839
—E-
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a \, I 0O Plan Reviewer.William E Neary,III
ICC 9 518504 a
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS ¢ —
� suooaas
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL. > \ i FL SMI-79,SMPSI
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, ,"�$IR p'�
GROUNDING,ETC.)15 DESIGNED BY OTHERS,517E INSTALLED.,
SUBJECT TO LOCAL JURISDICTION APPROVAL. G t
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE N 12 AWG THHN AND OPTIONAL ELECTRIC TO-' WP 32'MIN.,GO"MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT"FIELD BY 6'-8°HEIGHT DOOR. 4'-0°or G,_0,.
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
' 1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EX15TING POWER Optional Porch
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT 50-0°MAXIMUM BUILDING LENGTH
Electrical Symbol Ke Hi flatney of Aut on"uti
Certificate of Authorization
NOTES: No.27124
GFCI Duplex Receptacle 120V 10 =ALL ELECTRICAL EQUIPMENT SHOWN I5 OPTIONAL AND LOCATIONS MAY VARY.
BUILDINGS WITH WALL HEIGHTS GREATER THAN 7-0"SHALL HAVE WALL
- Incandescent Light w/(1)-60w Bulb 'FRAMING SPACED PS I G°O.C.,MAX. ``\GK'R'
—GEN
Junction Box Typical Floor Plan O: No2�sa558 '
Switch SCALE: 1/4'=P-O' ice: —
�� E O
yyp Weatherproof o•- F _�
$R (Switch wl Receptacle Outlet 120v 10ZONAI \t``,\'
'//ntllt
�'-- --- These plans were designed inaccordance with: ` I_apsider Box Eave Master Plan DesignedSy-' P2EN224. Sheet Number:
2014 FBC,5th Edition - 128N224-
Haney Associates, Inco i 2011 NEC Lark Builders O.R.H. 160-D SWW ��
i Engineering&Construction Planning I Zp14 Florida Fire Prevention Code °
P.O.0ax348.Sit bjtl4 S.C.29682-rlmnc:861-Gi6-7680 409 Dixon Street Checked-By: Date:
For Wind Speed 160 mph,Exposure B Vidalia,GA 30474 C.L.A. 02/27/13
� 2of8
~
�
�
PSI APPROVAL 2V15-05-25SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOP,JOIST 512F
\l
�
125 psf Live Load (2 Skid) 125 psf Live Load(3 Skid) X
Widthl Joist Size&Spacing I A B Width Joist Size&Spacing A E '13' W
-FASTENERS WILL MEEr THE MINIMUM FEQUIREMENTS FOP ALL 5TPUCTLIRAL COMPONENTS AS SET fOFTH
UNDER FBC 2304.9.1 AND TA5Uf 2304.9.1 UNLESS OTHERWISE 5FECIFIED.
-G'-O"WIDE!UNITS MAY USE 2x4 S.Y.P.#3 JOISTS professional SorWce Industries
-ALL JOISTS ARE TO DE P.T.-5.Y.P.#2 1748 33rd Street
/_F.T,510E RAIL TO MATCH —P T.51DE RAIL TO MATCH Orlando,Florida 32839
J015T SIZE,SEE FRAMING J615T 512E.SEE FRAMING Pl,in ReiVOW—E.Pleary.in
_9CHEDULE FOR SIZES. 5CHEDULE FOP SIZES. Ice 9 5185040
FL SM1.79,SMP-Si
ic
-dHHH=+
SEE SCHEDULE FOR J015T SIZE
SEE SCHEDULE FOR J015T 51ZE
Hancy Associates,Inc.
Certificatc ofAuthorindo.]
R.
Optional Porcf( 'I Optional Forcff No. 558
59-0'MAXiMUM BUILDING LENGTH S(Y-O'MAXIMUM 13UILDING UENGTH
0 STATE
OR I
Typical 2 5kici Floor frarrun.1 Plan TyEical 3 51<0 floor framinq Flan
These plans were designed in accordance with: Project No Sheet Number.
2014 F8C,511 Edition Lapsider Box Eave Master Plan 'gnod 11y* 12EN224.: I
Haney Associates, ne. 2011 NEC Lark Builders 0— 160-D SWW
Bingineering&Construction Planning 2014 Florida Fire Prevention-Coce 409 D ixon Street 'I". S .2
P.O.D=348,Si.MU,,&C.29682-Ph...E64�6-7600 1.r& Date
For Wind Speed 160 mph,Exposure D C L'
Vidalia,GA 30474 3 of8
'
�
�
PSI APPROVAL 2015-06-25
ApprovalSt
2x4 5.Y.F.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING
5KID5 MAYBE P.T.-4x6 5.Y.P.
SEE FRAMING SCHEDULE 2x4 S.Y.P.#2 SOLE PLATE,
FOR JOIST SIZE it2 OR(2)-P.T:2x6 S.Y.P.#2 CONTINOUS W/5/16"x4° SEE FRAMING SCHEDULE
LAGS AT 15'O.G.,Max. FOR J015T AND BAND SIZE
y Y v U (2)51MP50N H-3(OR PT 314°T4G FLOOR P.T.3/4"TEG FLOOR j
P f EQUAL)CLIPS AT EACH SHEATHING SHEATHING
STUD,ONE EACH 51DE I �`
OF SOLE PLATE 1 -
5ENC0 K28(OR EQUA OTCH 5K1D5 lyk I}'Z C
NAI L5 AT 12"O.C.,ROWS FOR EACH FLOOR J015T l
SHALL BE 1.5'FROM EDGE, J Il /1
STAGGER ROWS G'FOR r ( I 2x4 5.Y.P.#2 20ga.UPLIFT STRAP w/
(2)-P.T.-5.Y.P.-2xG's SKIDS, 2x BLOCKING BETWEEN_: SOLE PLATE (4)-0.131x2.25"Nails
START PATTERN WITHIN G° l SKIDS,FASTEN TO END-1 EACH END.MINIMUM
OF EACH END OF SKID 2.4 BLOCKING BETWEEN-•. JOI5T W/(3)-O.120"x3" I
SKIDS,FASTEN W1 `----- NAIES AT 12°O.G.EACH
(2)-O.120°x3°NAILS AT SIDE,STAGGERED. OPTION"A° �n lnfoxildO n
12-O.C.,STAGGERED. �O To Build On
3a WALL STUD TIEDOWN DETAIL �°�`•�"°•�°
I SKIDEFLOOR FRAMING DETAIL / \END J015T FRAMING DETAIL I. 5CAV:31v-r-o• CODEREVIEW
I. SCALE:3/4-i'-O' VI. SCALE:I.5•�I'4 Proles5lonal Service industries
174873rd Sfreet
Orlando,Florida 72839
Plan Reviewer.WIN-E Neary,III
ICC W 5785040
LA 9000406
FL SMI-79,SMP51
SKIDS MAY BE P.T.4xG 5.Y.P. j
#2 OR(2)-P.T:2xG S.Y.P.#2
2x4 5.Y.P.#2 WALL STUDS SEE PLAN VIEW FOR SPACING 0!!!n,
ATTACH 50LE PLATE 2"LAP SPLICE FASTENEDTO SKID FRAME WITH y'.AY`� /(G)-5/L GN4"LAGS I
SEE FRAMING SCHEDULE 5/1 G"x4°LAG SCREW r, P.T.4xG 5.Y.P. (OUTER FACE),(3)-5/1 6k4" If
FOR JOIST AND BAND SIZE AT 18"O.C.,MAX. #2 SKIDS LAGS(INNER FACE),(9)LAG
P.T.3/4°TEG FLOOR €4 ATTACH JOIST TO SKID WITH SCREW5 TOTAL.
5/1 G"x4°LAG SCREW OR(2) Haney Associates,Inc.
SHEATHING 4`\_ 51MP50N H-3(OR EQUAL)AT
Certificate of Authorization
EACH END OF JOIST,SEE 3'xG°SPLICE PLATE ON 3 of No.27124
FRAMING SCHEDULE FOR SIZE. 4 510115 OF JOINT,FASTEN
'`I•- (2)-P.T.-2xG EACH PLATE W/(5)r5ENCO ,tttI I I1//rrr
2)51MP50N H-3(OR 5.Y.P.#2 5KID5 K28(OR EQUAL)NAILS �� K R. y 1.
2x4 5.Y.P.#2 '� NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/I Gk4° . �G_ 4 �i�
EQUAL)CLIPS AT EACH LAG SCREWS(OR(4)-0.131x4"GUN NA115]ANDA EACH SIDE. ; Q- ••SCEs,'••
SOLE PLATE .`Q':'v6'•(C
STUD,ONE EACH SIDE SIMPSON H-3[OR EQUAL]AT EACH END OF JOI5T. O;' cZ�z7/3 '•.-1--
N
OF SOLE PLATE _ o ' 558� .�:
OPTION 8" TYPICAL SKID TO
l '+ \JOIST CONNECTION DETAIL / ?!TYPICAL SKID SPLICING DETAIL OF .i.
/-3NWALL WALL STUD TIEDOWN DETAIL I. 5CALE:3/4•=I'-0• L51.fi sc :3/a'm l'-' �0,kN
I®. 5CALE:3/4•=I.-a. CO'•..CORIOP'. Com
SZOLNAL\ 0'
These plans were designed in accordance with: projcetNo. Sheet Nlunber:
Y —� Lapsider Box Eave Master Plan DesignedBy:'
+ FM1 Haney Associates' Anee 2014 FBC,5t1i Edition O.R.H. 12EN224-
A 2011 NEC Lark Builders iso-Dsww 1
Engineering&Construction Planning 2014 Florida Fire Prevention Code 11
P.O.o":nos,sl:nme,s.0 29682-raee°:fic4�&16eo 409 Dixon 3047 Checked By:y: Date:
For Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 CL-A. 1]2(27/13 4 of 8
I
PSI APPROVAL 2015-06-25
Approval Stamps:
I
4.530.5" 42"Max.
Max. Max. 60'Max.
75.5"Max.
---------- ------------------------------------------------------------ I
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS.
50'-0"MAXIMUM BUILDING LENGTH a±° Jnfomfnlion
��°TnBuiGlOn
Typical 51cle Wall Openmg5 Framing
SCALE: 1/4'=1'-O' CODE REVIEW
Pro/essional Service Industries
II`
174823 Street
Orland°,Flodda 32831
Plan Reviewer.William E Neary,111
ICC 15"0'10 5780d0
WALL OPENINGS FRAMING SCHEDULE FLA#UO0406
LSMI
FL SMI-779,9,
SMP-51
Max. Header/Sill Header Fasteners Sill Fasteners I King/Jack Option A:Stud to Band Joist Option B:Stud to Option A: Option B:
Opening Type I (Each End) (Each End) Studs I Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor Lags
14.5" 1/1 (4)-16d Nails I (3)-16d Nails j 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) j (N/A)
22.5" 1/1 j (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
Nails 19=16d Nails 2/1 (3)-20ga.w/(7)-0.131x2.25"Nails (3)Simpson H-3 8 6 I Haney associates,Inc.
63" 3/2 I (10)-16d \ ) Ccctificate of Authocvation
75.5" ` 3 j (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(7)-0.131x2.25"Nails (3)Simpson H-3 10 7 —27124
96" 3 (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(9)-0.131x2.25"Nails (3)Simpson H-3 11 12
ttttulffl,,�
KR ly
NOTES: ` \G:......:.,
•ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM 5.Y.P.0I 1 ��•�'\O�/l�
•5TKAP5,CUPS AND ANCHORING LAG5 STATED ARE FOR EACH SIDE OF OPENINGS �J! =• a. 6 58 '
(y1/ V� No. 6 58
•STRAPPING MAY WRAP BAND J015T IF NEEDED TO INSTALL REQUIRED#OF FASTENERS
•ANCHORING LAGS SHALL BE I"FROM STUD AND 5PAGED I"O.C.CENTERED ON 13AND J015T
•REFER TO CUP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 S.Y.P.#1 (2)-2x4 S.Y.P.#I w/1/2"PLYWOOD (2)-2x6 S.Y.P.#I w/ – STATE OF
0 51MP50N C51 G STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or(I)-4x4 S.Y.P.#1 1/2'PLYWOOD SPACER OT•-
OPENINGS 42'OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALL INTERUI'TED STUDS ON
OPENINGS GO'OR GREATER deader/5I1 Type I Header/511 Type 2 header/Sill Type 3 sS1ONA1- Er.`�`
SCALE: 1.5"=P-O" SCALE: 1.5'–1'-O•' SCALE: 1.5'–P-0" rr i l l l l l t t%,,0 t t
TN-e puns were designed in accordance with: Projcct.No. Sheet Number:
Lapsider Box Eave Master Plan Designed Hy:
2014 FBC,511 Edition 12EN27A-
Haney Associates, Inc. ' 2011 NEC O.R H.
I Lark Builders leo-Dsww
I•� Engineering&c Construction Planning 2014 Florida Fire Prevention Code ad6
...r,. 409 Dixon Street Checked Date:
*.Jj? P.O.a•s348,Sit M0gS.C.29682-Ph•nm864-16-7600 For Wind Speed 160 mph,Exposure D
Vidalia,GA 30474 c.I,.n. 02a7/13 5 of 8
PSI APPROVAL 2015-06-25
Approval Stamps: _
ROOF FRAMING SCHEDULE 5CMEDULE AND ROOF FRAMING NOTE5: �
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
Required# AT I G.O.C.,MAX.
Width) Rafter Size Required# Width Rafter Size q •ROOF FRAMING 5HALL BE 5PACED TO UNE UP DIRECTLY OVEKTHE WALL STUDS FOR PROPER LOAD
of Strap Flails of Strap Mails TRANSFER AND STRAPPING.
o RAFTER TO STUD STRAPPING SHALL BE 20ga,x I Y2"WIDE AND FASTENED WITH 0.13 I x2.25"NAILS.
6'-0" S.Y.P.#1-2x4'5 6(ea.end) 6'-0" S.Y.P.#1-2x4's 5(ea.end) .ROOF DRAINAGE SHALL COMPLY WITH F.S.C.2010 1 503 AND R3 I S.G
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 ON THE INNER OR OUTER FACE OF THE IIII
FRAMING
10'-0" S.Y.P.#1-2x4's 9(ea.end) 10'-0" S.Y.P.#1-2x4'5 6(ea.end) o FASTENERS WILL MEET THE MINIMUM REQUIREMENTS POR ALL STRUCTURAL COMPONENTS AS 5ET i
11'-0" S.Y.P.#1-2x6's 10(ea.end) 11'-0" S.Y.P.#1-2x4'5 8(ea.end) FORTH UNDER FBC 2304.9.I AND TABLE 2304.9.I UNLESS OTHERWISE SPECIFIED.
11'-8" S.Y.P.#1-2x6's 10(ea.end) 11'-8" S.Y.P.#1-2x4's 8(ea.end)—
IT-O" S.Y.P.#1-2x6's 11 (ea.end) 13'-0" S.Y.P.#1-M's 8(ea.end)
12
13'-8" S.Y.P.#1-2x6'5 (ea.end) 13'-8" S.Y.P.#1-2x6's 9(ea.end)
csa Information
n Mo BuiLdOn
e9a<.ao•waa•..,..,.o
_ o ;4'-0'or G'-O° CODE REVIEW
Optional Porch Professional Service Industries
1748 33rd Street
Orlando,Florida 32839
----- ------; Plan Reviewer.William E.Mary,III
ICG C 5785040
LA#UO040G
FISG+I-79,SMPS1
------IFF
� I
m SEE SCHEDULE FOR__RAFTER
T
512E
o I i
RIDGE I �\
w
Hmey Associates,Inc.
Certificate of Authorization
P.T:4x45.Y.P.82 BEAMS No.27124
UNDER WALL TOP PLATE TO
ALLOW TOP PLATE TO RUN
----- ---- CONTINUOS FOR RAFTER \````+K+R.
o 111 rrrr�
BEARING.(PORCHES) \�'...........
9
50'-0"MAXIMUM BUILDING LENGTH ` \OE
O; a�nl3
No. 5 5,
58
9
Typical Roof Framing Plan STATE o
'�F Ff OR10p;r••
SCALE: I/4"=1'-0" i S'•• C7
�''rS�ONAL�C.`•
rr/Illi++�`
i T ese p ans were designed in accordance with: /\ Lapsider Box Cave Master Plan Designed By: Project No. I Sheet Number:
I 12FSI224
AAA �T 2014 FBC,511 Edition O.R-H.•
i ney sso_IateSI
� nn 12011 NEC I Lark Builders 160-DSWW
-s" o�
�z Engineering 8c Construction Planning (2014 Florida Fire Prevention Code 409 Dixon Street
e.o.00=a48,SixMU•S.cz9sGz-rno"°s5444Gf... For Wind Speed 160 mph,Exposure D Checked By: 1271:
L Vidalia,GA 30474 c.i a. 02/27/13 6 of 8
PSI APPROVAL 2015-06-25
Approval Stamps:—I
2 1/2"x 1/2"CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4
i
ROOF PANELS FASTENED' BEAM W/(2)0.131 x 3.25'GUNNAIL AT G"O.C.
HAT CHANNELS AT 24" WITH 114"-14 x 314"HWH
O.C.,MAX.FASTEN TRAXX/I AT 8'O.C.
ZE
TO EVERY RAFTER w/ 1^--------_-------
(2)-0.13 I"x 2Ya` — SEE ROOF FRAMINGI'lP.T.4x4 BEAM5
LONG GUN NAILS J ;�� SCHEDULE FOP.RAFTERS NOTCHED AND AND
'' l I- - (2EACH CORNER T FASTENED TOGEHTER
---'C --------
1 ATTACH OP PLATE TO STUDS WITH(4)-0.131 x 3.25
T.1(2)-0.
!(2)-O.131 x3.25'GUN NAILS, GUN NAILS
o ATTACH TOP PLATE TO RAFTER. 4x4 AT EACH
g SEE ROOF FRAMING PLATE w/511 G5r,3"LAG SCREWS CORNER CUT
Q O SCHEDULE FOR STRAPPING AT 18'O.C.,Max. DOWN TO P.T.4x4 AT
REQUIREMENTS SUPPORT BEAMS EACH CORNER
ds r 2x4 5YP#I STUDS AT I G"
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"5TEEL NAIL'M1TEK'
AND FLOOR FRAMING PANELS(FASTENED W/#8 x EACH CORNER OR'ALFINIT PLATES,(2)
IYz WOOD SCREW AT G" PER P05T &I'�e Injom
MB TaBui(dOdOt
O.C.(OR EQUAL)
f+' j;i. a1 ftpn CODEREVIEW
11
Professional Service Industries
VARIES,G'-O"to 13'-8'
77dB]Jrtl Sf/ee7
4'-0"or 9-0' OAantlo,Floritla JI8J9
Plan Reviewer.William E.Neary,III
Typical frame 5ectlon LA 05 85040
SCALE: 1/4"=1'-D• Typical Porch Option Frame I FL SMI-7e,SMP51
SCALE: 1/2"=V-O'
SIMPSON H-3
HAT CHANNELS A7 24'O.G.,MAX. 2x4 COLLAR TIES OR EQUAL AT
FASTEN TO EVERY RAFTER w/(2)- _ EACH RAFTER
16d NAILS AT
0.131 N 2Y4'LONG GUN NAILS SEE ROOF FRAMING �
SCHEDULE FOR RAFTERS TAPERED2x6
_ ATTACH TOP PLATE TO ,-- —
_�-=�,,. 51MPSON H-3 OR �i1 STUDS wl(2)-0.131 x3.25'
-' EQUAL AT EACH t, GUN.NAILS,ATTACH TOP : Haney Associates,Inc.
fl RAFTER ATTACH FASCIA
I PLATE TO RAFTER PLATE w/ Certificate of Authorization
1 TO RAFTERS w!
1 511 G"x3'LAG SCREWS A7 (2)-0.13 1 x3.25" No.27124
' I&O.C.,Max.
\-3"x 5"STEEL NAIL'MITEK OR'ALPINP � GUN NAILS
PLATES EACH SIDE OF A55EMBLY I Gd NAILS AT TAPERED S.F.F. ` \% tR.!!ti 4,
EMBEDDED HYDRAULICALLY OR BY I G'O.C.,Max. No.2-2x6
ROLLER PRESS,TYPICAL 1
Qe'\ TCEN3��F-9��1,
4'-0"Mm.2x4-S.Y.P.#I COLLAR TIE 1x4 WITH 16d NAILS CONT.2x6,NAILTO EACH TAPERED 2x6 �. Ntjlllll
AT I G'O.G.,Max. w/H 16d NAILS �e (OVERHANG OPTIE F
ORIDP,:'
I RIDGE/COLLAR TIE DETAIL 2 OVERHANG OPTION DErA1L �C?
I. scae: •-1:-0 I. 5CALe:3/4• 1•-o I ��'s`S�ONAL
i These plans were designed in accordance with: LapSICler BOX Eave Master PlanDesigned By: Pjcct
No. Sheet Number:
i 2014 FBC,5*1 Edition O.RH. 12EN2EN224
����y���®�>ia�e§9 ���' '2011 NEC Lark Builders Ifi0-D SR TV
Engineering&o Construction Planning12014 Florida Fire Prevention Code 409 Dixon Street S1 .6
Checked By: Date:
P.O.9ox348;51xbfk,&C.39682-Pho1e:864446-7600 For Wind Speed 160 mph,Exposure D Vidalia,GA 30474 C.L.A. 0227113
7 of 8
PSI APPROVAL 2015-06-25
Approval Stamps:
GABLE END TRU55 3"x 5°STEEL 515E OF 55EMEOPXINE' GABLE END TRU55
PLATES EACH SIDE OF ASSEMBLY
�^ EMBEDDED HYDRAULICALLY OR BY
' ROLLER PRE55,TYPICAL I+
2x4 5YP#I 5TUDS2x4 5YP#I STUDS
AT 16"OR 24°O.C. 20ga.T-WALL BRACING STRAPS ON i
\ AT I G"OR 24"O.C.
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0.13 Lk 2 Y4°LONG 22.5°
ATTACH WALL 5ECTLON5GUN NAILS OR;iBx 2Y LONG Max. ATTACH WALL SECTIONS
w/5/1 6°x3°LAG SCREWS SCREWS AT EACH MEMBER w/5/1 G"x3'LAG SCREWS
AT 18"O.C.,Max. CRO551NG. \ AT 18°O.G.,Max.
N \
I y
SEE 51.2 FOR SKID AND FLOOR Infamfation
VARIE_5,6'-O°to 13'-8" FRAMING VARIES,6'-0"to 13'-8° w TolwldOn
End Wall Framin Option
cooEREvIEw
End Wall Framing Option 9Proleuional Service lndasVies
SCALE: 1/4'=P-0' SCALP: 1/4'=i'-0" 1748 33rd Street
Orlando,Florida 32839
Pian Reviewer.William E.Neary,III
ICCa5185040
GABLE END TRU55 3"x 5"STEEL NAIL'MITEK'OR ALPINE' LA 6000406
PLATES EACH 5D OF ASSEMBLY GABLE END TRU55 Ft.SMI-79.SldP-51
FIMEEDDED HYDRAULICALLY OR 15Y
ROLLER PRE55,TYPICAL
I
2x4 5YP#I STUDS \� \ 2x4 5YP#I STUDS
AT I G"OR 24'O.C. I li AT 16°OR 24°O.C.
96°Max. I 20ga.T-WALL BRACING STRAPS ON 63°Max.
x \ INTERIOR AND EXTERIOR OF WALL,
FA5TEN WLTH(2)-0.131°x 2y4'LONGBarley Associates,Inc.
ATTACH WALL 5ECTIONS � GUN NAILS OR#8z 2 Y,LONG ATTACH WALL SECTIONS Certificate of Authorization
w/5/1 G"x3-
/16"x3°LAG 5CREW5 o �� 5CREW5 AT EACH MEMBER / o '� w/511 G"x3'LAG SCREWS No.271 2712
AT 18°O.C.,Max. t` I` CRO551NG. F, AT 18°O.C.•Max.
I�
R� ```SU 1i 111 rrrr
\ Ky
,Q� •• ;9,y.
oQ -�,cE//��,5S33� ec�
5EE 51.2 FOR SKID AND FLOOR :� N6A558 *_
VARIES,6'-0"to 13'-8° FRAMINGVARIES.G'-0°to 13'-8" _ -
End Wall Framing Option End Wall Framing Option
SCALE: 1/4"=1'-0' SCALE: 1/4"=P-O" CC'F<ORIDp:•`Oj�
llllnni``
These plans were designed in accordance with: Lapslder Box Eave Master Plan Designed By: Project No. Sheet Number: —�
2014 FBC,511 Edition - O.R.H. 12EN224-
''..: Han V- ArLssoc aces, Inco 2011 NEC Lark Builders 160-DSWW
Engineering&Constructions Planning 2014 Florida Fire Prevention Code 409 Dixon Street S1 .7
Checked By: Date:
P.O.nos 348,Six hfily 6.C.29681-Phaee864-646-7600 For Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 C.L.A. 02/27/13
8of8