HomeMy WebLinkAboutEngineering Han Associates Inc. t�S;jFInformation
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' Engineering 8r.Con4trattio•Planning
Engineering•Cer>�tlny•1J••t/ng
F.L.Certificate of Authorization No.27124
June 25,2015
P.O.BOX 348•SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300
EMAIL:haneyassociates@bellsoutb.net Mr.Jim Richmond
Florida Department of Business and Professional Regulation
Orrick R.Haney,P.E. Manufactured Building Program
President 1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
Date: June 10,2015 RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Florida Manufactured Building Program 2014 Code Update Plan Number: 160DSWW-14
Attention:
Dear Mr.Richmond,
William E.Neary,III Pursuant to the requirements of the Florida Department of Business.and Professional
Professional Services Industries,Inc.(PSI) Regulations,the above referenced documents have been reviewed for compliance with:
1748 33rd Street
Orlando,FL 32839 2014 FBC,50'Edition
2011 NEC
Project: LARK BUILDERS MASTER DESIGNS
2014 Florida Fire Prevention Code
Client Name: Lark Builders Inc.—409 Dixon Street-Vidalia,GA 30474 These plans comply with Florida Product Approval Rule 61G20-3.006(FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
Asse$nent: of PSI.
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014 I All mandatory comments have been satisfied and plans are approved for construction by a
5t"Edition. modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
Lark Builders,Inc.have the following designs on file: If you have any questions or require my assistance in any way,please do not hesitate to
contact me.
• 140 mph—Standard and Vaulted Wood Shed Master
• 160 mph Exp.D—Lapsider Box Eave Wood Shed Master
• 160 mph Exp.D—Vaulted Ceiling Wood Shed Master Respectfully s miffed,
• 160 mph—Double Wide Wood Shed Master
• 160 mph—Metal Double Wide Shed Master
• 160 mph—Metal Lapsider Box Eave Shed Master
165D/175C—Metal Lapsider Box Eave Shed Master William E.Neary,i
Department Manager
Modular Facilities Division
haneyasso_ciates!�a_ Ils_o_uth.net Copy to:Ms.Berri Howard,Lark Builders berri(a)larkbuilders.com
I SEN224 - Page 1 of 2 Professional Service Industries,Inc.•1748 33r°Street•Orlando.FL 32839•Phone 4071304-5560•Fax 4071304-5561
FL Engineering Business 3684
PSI APPROVAL 2015-06-25
160 mph Exp. D e Lapsider Box Eave Wood shed Master Play ' _ ApprovalSt�lps
GENERAL NOTE5: Lark Builders (WIND DESIGN PER A5CE 7-1 O,SEISMIC DESIGN PER A15C 341-05)DE51GN PARAMETERS: (HIP-GABLE ROOD
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2012
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY., I GOmPh
LOAD114G DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2 ALL TMAL5 AND LABOR SHALL BE IN ORDANCE WITH THE 3. WIND EXP05URE: D
ABOVE CODE D ALL OTHER APPLICABLE LCOCAL CODES AT THE Vidalia, GA 3 04 74 A. INT,PPZ555URE COEFFICIENT: O.18 2
TIME OF MANUFACTURE. 5. ENCL05URE CLA551FICATION: ENCLOSED I
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. Sheet index -ROOF LOAD(ZONE 41): +25.80%52.68 PSF
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE @2): +25.50/-74.19 PSF 1 j
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.0 I Cover-General&Design Notes -ROOF LOAD(ZONE 83): +25.80%I 17.19 P5F i o,c• lnjomlatiun I
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: -WALL LOAD(ZONE d4): +56.00/-61.30 PSF ��Toyd., U
17.1 Electrical&General Floor Plan WALL LOAD(ZONE a5): +57.00/-72.00 P5F I .,._a.�,...o
FLOOR JOIST5- 2x4 5.Y.P.d2-(12-15%MOISTURE CONTENT) -WALL LOAD(ZONE 944#5): +56.50/-66.70 PSF
2x6 5.Y.P.N2-(12-1 S%MOISTURE CONTENT) `51.2 Skids 8 Floor Framing Plan I CODE REVIEW i
2x8 S.Y.P.P2 12-I S%MOISTURE CONTE _S1.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 1 25 P5F 1 Professional Service Industries
NT) g 1708 33rd Street
WALL STUD5- 2x4 5.Y.F.#I-(12-15%MOISTURE CONTENT) •51.4 Openings Schedule B�Framing8: FLOOR DESIGN DEAD LOAD: 12 PSF Orlando,Flonda 31&39
ROOF RAFTERS- 2x4 5.Y.P.0 I-(12-15%MOISTURE CONTENT) 9. RDF DESIGN LIVE LOAD: 20 PSF Plan ReNewer,William E Neary.III
2x6 5.Y.P.0 1-(12-15%MOISTURE CONTENT) 51.5 Roof Framing&Schedule 10. ROOF DESIGN DEAD LOAD: 5ELF WEIGHT ILcAc 0 shoe i
COLLAR TIES- 2x4 5.Y.P.81-0 2-15%MOISTURE CONTENT) Typical Frame Section Details I I. WALL DESIGN LOAD: 8 PSF FLsmt•7e,stars, I
WINDOWSILLS- 2x4 5.Y.P.#I-(12-15%MOISTURE CONTENT) _S1.6.I 12. COMBINATION LOADS: AS E'ER A5CE 7-10 '
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.7 End Wall Frame Options 13. SEISMIC USE GROUP: B
SKIDS,FLOOR JOISTS AND 3/4T46 FLOOR SHEATHING 14. BUILDING CATEGORY: 1
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: 1 G. CON5TRUc1ON TYPE: V B '
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 F51 MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. E(TERIOR WALL FIRE RATING: O
YIELD STRENGTH. CORRUGATED.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.TI-I I SIDING,VINYL 51DING WITH 20.DESIGN MEET5 INTERNATIONAL BUILDING CODE 2012 4 FLORIDA 1
1507.2 FOR SHINGLE REQUIREMENTS.RDF SLOPE FOR METAL ENERGY BRACE BACKER,MARDI BOARD,STEEL 51DING AND BUILDING CODE I 1
ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. 'PLEKO'STUCCO ON 5/8'DENSE GLA55 GOLD. 21.THE CONTRACTORIMANUFACTURER MUST COMPLY WITH THE
I I. ROOF RAFTERS SMALL HAVE THE SAME SPACING AS THE WALL 2 1.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE FOLLOWING CODES:
STUDS AND SMALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS 51DE WITHOUT THE USE OF A KEY. 2014 FBC,51h Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SMALL BE 2 1/4"x 1 1/19 ALUMINUM EXTRUDED 2011 NEC j
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM 2014 FloridaFire Prevention Cd
1507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. a rerevenonoe Haney Associates,Inc. 1
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3'x I-Y4'x 16 Ga. 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, I Certificate of Authorization
HAT CHANNEL PURUN5 ARE REQUIRED,WITH A MAX SPACING OF 4' GARAGE DOORS,60'x 72'ALUMINUM DOOR,32' AND THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY I No.27124 j
O.C. 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, - CODE IN ACCORDANCE WITH 10 1.5.214. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE SIZE,QUANTITY,AND LOCATION MAY VARY. •'- ``t t 1 t r t l t I1j
LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEMS: �( R. y rig
15. BUILDING 15 CLA551FIED AS TYPE'5- (STORAGE) CODES MAY USED INSTEAD OF DOORS LISTED ABOVE I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. � ...........q
16. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE V-0',STUD AND RAFTER 2, RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. kzz�,\CEN '•.ti�::�
SPACING SHALL BE I G'O.C.,Max.FOR ANY WALL HEIGHT `0 �� ••'C
VARY. ABOVE 7'-O',WALLS UNDER 7'-O'IN HEIGHT MAY HAVE 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE - No. 64 _
17. ALL FASTENERS INTO P.T.WOOD SMALL BE HOT DIPPED GALVANIZED BUILDING.
FASTENERS. FRAMING SPACED AT 24'O Max. 4. ROOF DRAINAGE SHALL COMPLY IAlTh F.B.C. 1503 AND
18. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED
FOR EQUIVALENT OR GREATER PRODUCT. 18 6 C?l'`j STATEC I
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT NOTE:THI5 UST DOES NOT NECE55ARILY LIMIT THE ITEMS OF WORK '-
FIELD PERFORMANCE CONDITIONS. 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCE55ORY AND MATERIALS THAT MAYBE REQUIRED FOR A COMPLETE �.`(C• F�OR10P•'ta�=�
19. THESE STRUCTURES SMALL NOT BE USED FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL I �i riS ••" �� I
HAZARDOUS MATERIAL. 400sq.ftj MUST HAVE ATLEA5T(1)32'x80'(MIN.)DOOR JURISDICTION APPROVAL. I Err
These plans were de-si ned in accordance with Project No. I I Sheet Number: I
'--1- I 2014 FBC,5*h Edition 9 j Lapsider Box Eave Master Plan Designed By: 12EN224
Haney Associates Inc. Lark Builders °.RIS.
! � ( 2011 NEC j I 160-DSWW I ++1
Engineering&c Construction Planning 2014 Florida Fire Prevention Code ! I ; I S1 .0 I
PM.Bos318,SLLM9S S.0 3966x-Phooc:961IA6.760e j 1 409 Dixon Street I Checked By: Date:
!'
1 For Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 CI,.A. 02/27/13 1 0f8
1
PSI APPROVAL 2015-06-25
ELECTRICAL NOTE5: Approval Stamps:, _
I. WHEN AIR CONDITIONING 15 INSTALLED IN TM15 BUILDING,IT SHALL BE I I
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL I 1
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 FIXTIJRE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32'MIN.,60°MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATIC14
24` BY 6-8'HEIGHT DOOR
DISTRIBUTION 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,I- j
GROUNDED TO MINIMUM 10'-0'COPPER CLAD EARTH DRIVEN ROD •�—� i
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL — -'--'-- _
5. ALL CONDUIT TERMINATION'S OF I'OR LARGER ARE TO HAVE PLASTIC — "-• - - '
INSULATED BUSHINGS. I I
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4 5.Y.P.#2 WALL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 10 1),LATEST STUDS W/5.Y.P. I
EDITIONS. - C2-2x4 50LE PLATE 1
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE d1 P.T.3/4'T4G = I ��—�;Infomuuim I
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR SHEATHING K L `��To Build On
WITH A MARKED'OFF'POSITION THAT 15 PART OF THE HVAC ° 5EE VARIOUS END O I "�`" {
SEE VARIOUS END WALL d
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS p I'WALL FRAMING CODE REVIEW
FRAMING SECTIONS FOR i professional Service Industries
1;SECTIONS FOR WALL a
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY i0 WALL AND DOOR FRAMING.' 0 1748 33rd street
A READILY ACCE5515LE CIRCUIT BREAKER j��AND WINDOW FRAMING.
U1 Orlando,Florida 32839
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a '� 0 Plan Reviewer.William F-Neary•III
RATING OF THE MAIL)BREAKER MUST BE DESIGNED AND VERIFIED AS > — Icc o su 5000406ISS040
BEING IN COMPLIANCE WITH SEC. I 10-9 OF THE NEC BY A LOCAL' r ' FL SMI-79,SMPb1 i
ELECTRICAL CONSULTANT. '
I
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS. ''� � •-"'� ,
GROUNDING.ETC.)15 DESIGNED BY OTHERS,517E INSTALLED, r'1J$e$ ----- I
SUBJECT TO LOCAL JURISDICTION APPROVAL. r=
10. ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL E1.EGTRIG TO- WPv 32'MIN.,60'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD `./• BY C-8'HEIGHT DOOR 4'-0'or G'-0' 1
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. 1
1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER Optional Porch
ARTICLE 1210.8(A)(2)NEG-08. SOURCE TO UNIT
50'-O'MAXIMUM BUILDING LENGTH
Electrical Symbol Key Haney AssociatesInc.
NOTES: l Certificate ofAuthotiintion
GFCI Duplex Receptacle 120V 10 •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. No.27124
�_ •BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0'SHALL HAVE WALL
Incandescent Light w/(1)•60w Bulb FRAMING SPACED AT I G'O.C.•MAX. I \GK tR t yq7.,
[JI Junction Box �OQe zi �<;
_ Typical Floor Plan No. 134558 '
$ 1 Switch SCALE: 1/4'=I'-o'
WP I Weatherproof O TAE 0
OR I F p., c
$R ;Switch w/Receptacle Outlet 120v 10 'S/ONALt
— ------- - --—---------- ---- ----
—T}Lese plans were designed in dccordonce with:I Aojcct No. ( `�— Sheet Number:
Lapsider Box Eave Master Plan Designed By: I
2014 FBC,51'Edition i i 12EN224-
='' Haney Associates Inc. r O.R.H.
2011 NEC i l Lark Builders I 160-DSWW I �+
=F`�T Engineering Bc Construction Planning I ; 1 .1
2014 Florida Fire Prevention Code
P.0.Bez349,Su9f I,S.C1969t•P6e•c:864U6.7600I ' 409 Dixon Street I i 0—ked By: Date: i
For Wind Speed 160 mph,Exposure D C.LA. 0227/13 I
_ Vidalia,GA 30474 I_ 2 of 8
PSI APPROVAL 2015-06-25
Approval Stamps: _ —
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T 51ZE l-- ------ - --
125 psf Live Load(2 Skid) 125 psf Live Load (3 Skid)
I I
Width Joist Size&Spacing 1 A I B Widthi Joist sizeBSpacing I A I. B A e• A
6'-0" j 2x4's @ 16"O.C.,Max. 115" 142" 6-0" 1 2x4's @ 16"O.C.,Max. 112"i24" '� I
8'-0" 24's @ 16"O.C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 16" 32"
10'-0' 2x6'5 @ 16"O.C.,Max. 24"1 72" 10'-0"I 2x6's @ 16"O.C.,Max. 20"i 40" SEE SCHEDULE FOR J015T SIZE
11'-0"!, 24's @ 16"O.C.,Max. 24"1 84" 11'-0" 24's @ 16"O.C.,Max. 22"'44"
11'-8"i 2x6's @ 16"O.C.,Max. 28" 84" 111-8"1 2x6's @ 16"O.C.,Max. 24" 46" ^ X
13'-0" 2x8's @ 16"O.C.,Max. 36";84" 13'-0" 2x8's @ 16" "A° 'B •B° A•
13'-8—2x8's @ 16�40"1 84" 13--8-1 2x8's @ 16"O.C.,Max. 28"154" i
NOTES:
•FASTENERS WILL MEET THE MINIMUM REOUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH i c• lnfomwfion
UNDER F5C 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. I•.•-".•
•ALL 5KID5 ARE P.T.-4x6 5.Y.P.#2 OR(2)-P.T:2x6 S.Y.P.#2 I CODE REVIEW II
•9-0'WIDE UNITS MAY USE 2.4 5.Y.P.#3 JOISTS Prolesslonal Sewice ladusrries
•ALL JOISTS ARE TO BE P.T.-5.Y.P.#2 11748 33rd Street
P.T.SIDE RAIL TO MATCHP.T.51DE RAIL TO MATCH Orlando,Florida 37839
J015T SIZE,SEE FRAMING J015T 512E.SEE FRAMING Plan Reviewer.William E.Neary,III
SCHEDULE FOR SIZES. SCHEDULE FOR lcc 6 staso4odHHH
SIZES. u euo9aas
FL SMI-79,SMPSt I
4
1
I
I
m 1
SEE SCHEDULE FOR J015T SIZE i
SEE SCHEDULE FOR J015T SIZE
mmmm
142
Haney Associates,Inc.
Certificate of Authorization
THNo.27124
_ ```1tUut/rrrr i
`AGK
R' ...
344 P.T.-4x6 S.Y.P.#2 a 4'-O"or G'-0' 344 P.T.•4x6 S.Y.P.#2 or 4'-0'or 6'-O° Die'•�'at�z7/3F �L
I. CEN
(2)-P.T.2xG 5.Y.P.N2 5KID5 Optional Porch I. (2)-P.T:2x6 S.Y.P.7f2 SKIDS Optional Porch _� /JNa 558
50'-0'MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH 1/G __
0•. _STATE I
Typical 2 Skid Floor Framing Plan Typical 3 5kld Floor Framing Plan
SCALE: 1/4'=P-O' SCALE: 1/4'=V-O ''/rlIl tttt�`
These plans were designed in accordance with: I
I Lapsider Box Eave Master Plan ! Designed By: Project NO. � Shee[N»mber:
Haney Associates Inc. � 2014 FBC,5i°Edition O.R.H. 12EN224-
2011 NEC Lark Builders i 16a-DSWW,
' Engineering&Construct[on Planning j 1 2014 Florida Fire Prevention Code I ; I i S1 .2
409 Dixon Street
j •;..i.,:: PA.7bx]4a,54hWe,SC.396n-Po"aa:8446467609 i I I I IChC1_1`By: Date1
+.- i For Wind Speed 160 mph,Exposure D
Vidalia,GA 30474 j o) J-A ° 7115 3 of 8
PSI APPROVAL 2015-06-25
—Approval Stainps:__J/
2x4 S.Y.P.#2 WALL STUDS �
SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STUDS --
SEE PIAN VIEW FOR SPACING '
SKIDS MAY BE P.T.-4x6 5.Y.P,
SEE FRAMING SCHEDULE I 2x4 5.Y.P.#2 50LE PLATE.
FOR JOIST SIZE #2 OR(2)-P.T:2x6 S.Y.P.#2 CONTINOU5 W1 5/16'x4' SEE FRAMING SCHEDULE
LAGS AT 18'O.C..Max. FOR JOIST AND BAND SIZE I I
EQUAL)CUPS AT EACH(2)51MP50N H-3(OR—
YY7.3/q•TCG FLOOR P.T.3!4`TGG FLOOR
•'� I
STUD, SHEATHING SHEATHING
ONE EACH SIDE -.%`
OF SOLE PLATE I
SFUJCO K28(OR EQUA OTCH SKIDS IYk IYz' , _ !F
NAILS AT 12*O.C.,ROWS FOR EACH FLOOR J015T - �.%
SHALL BE 1.5'FROM EDGE, _/" !t ___._.._—.__-.__ Iy.,...__I
STAGGER ROWS 6'FOR 2x4 5.Y.P.#2
(2)-P.T.-5.Y.P.-2x6's SKIDS, 2.BLOCKING BETWEEN = SOLE PLATE 20ga.UPLIFT STRAP w/
Nails
START PATTERN WITHIN 6' SKIDS,FASTEN TO END EACH 131x2.25'UM
OF EACH END OF SKID 2x4 BLOCKING BETWEEN•' J015T W/(3)-O.120'x3' EACH END,MINIMUM
SKIDS,FASTEN W! `--"`-- NAIL5 AT 12°O.C.15kQ1
(2)-O.120•x3'NAILS AT SIDE,STAGGERED. OPTION•A` Vie'lnfomtation
�O?o Build On I
12'O.C.,STAGGERED. j .•�+'+•�.
��^��^�� 3a WALL STUD TIEDOWN DETAIL
�SKIDEFLOOR FRAMING DEfA1L ! !END G FRAMING DETAIL L• 5CAlt:3/s''I'-O' I CODE REVIEW i
Professional Service Industries
1174833rd Street j
I Ovando,Florida 37639 !
Plan Reviewer.William F Keary,In j
I ICC 0 5185040
LA#000406
FL SMI-79,StaP-51 I
5KID5 MAY BE P.T.-4x6 5.Y.P. i
#2 OR(2)-P.T:2x6 5.Y.P.#2 i
2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING
_ ATTACH SOLE PLATE 2'LAP SPLICE FASTENED
TO SKID FRAME WITH •Y; W/(6)-5116'x4'LAGS
SEE FRAMING SCHEDULE { I ,
FOR J015T AND BAND 51ZE 5/I 1 84•LAG SCREW P.T.2 S S.Y.P. (OUTER FACE), CE).( )LA
AT I B'O.C.,MAX. � #2 SKIDS LAGS(INNER FACE),(5)LAG 1 1
P.T.3/4'T4G FLOOR 'f ATTACH J015T TO SKID WITH SCREWS TOTAL.
SHEATHING 5116'x4'LAG SCREW OR(2)
Haney Aa '
- 51MP50N H-3(OR EQUAL)AT Certificate of Authorization
EACH END OF JOIST,SEE 3'z6'SPLICE PLATE ON 3 of _,_„No.27124
FRAMING SCHEDULE FOR SIZE. '�` 4 SIDES OF JOINT,FASTEN
(2)-P.T.-2x6 EACH PLATE W/(5)-5ENC0 - —`tlttUltlrrr
2x4 5.Y.P.#2 2)SIMP50N H-3(OR 5.Y.P.#2 SKIDS K28(OR EQUAL)NAILS `��, 1< R.
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1684' G•......y
SOLE PLATE EQUAU CLIPS AT EACH LAG SCREWS(OR(4)-0.131x4'GUN NAIL.53 AND A EACH SIDE. 'tCEN
STUD,ONE EACH SIDE SIMPSON H-3(OR EQUAL]AT EACH END OF JOIST. I 0.-
Of
OF 50LE PLATE i__�,: No. 114558•• *, I
OPTION'B' TYPICAL SKID TO 17
/'f_\JOIST CONNECTION DETAIL 5 ICAL SKID SPLICING DETAIL I STATE OF :i J
3b WALL STUD TIEDOWN DETAIL �� � �T'•,
I. 5Cue:314•
I `rruntt`` k
------------- —---( ;— -- --- r`— - -----
These plans were designed in accordance with: ; I— Pro ecLNo. Sheet Number
is I i 2014 FOC,511 Edition I i Lapsider Box Eave Master Plan j 4DesignedBy. 12EN224 I
+rt Haney Associates Inc. ! ]
}. , 2011 NEC Lark Builders I O.R.H. 160-D SWW
;;31 Engineering&Construction Planning 1 2014 Florida Fire Prevention Code
S1 .3
I
P.O.eo.34e,St.Mil, C 29692.esaa�:e64ua7440 For Wind Speed 160 mph Exposure D I I 409 Dixon Street Checked BY: Date: i j
—c _ ( Vidalia,GA 30474 i CIA. 02127!13 j 4 of 8 i
PSI APPROVAL 2015-06-25
Approval Stamps:
i
I
4.530.5' 42"Max.
M_
Max. GO'Max. l
75.5"Max.
�1 -LLM �1 �1 I III 1.7TTI11i
1
.__. __.._ . .___.....—.— __. _
_ __. ---- __
. ..
5EE SCHEDULE BELOW FOR ALL i
OPENING REQUIREMENTS.
50'-O'MAXIMUM BUILDING LENGTH i !I ca Injomtnlion
`W� oBuiLOn I
Typical Side Wall Openmg5 Framing
SCALE: 1/4'=1'-O' i CODE REVIEW
Protesslonai Service Industries i
1748 331d Street
Orlando,Florida 32839
Plan Reviewer.William F-Neal.111
ICC 5185060
WALL OPENINGS FRAMING SCHEDULE 1A 6000d06 I
FL SMI-79,sMP57 i
Max. Header/Sill Header Fasteners Sill Fasteners j King/Jack i Option A:Stud to Band Joist 10ption B:Stud to! Option A: Option B:
Opening —Type (Each.End) (Each End) Studs l Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor Lags
14.5" j 1!1 (4)-16d Nails (3)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC I See Option A. j (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 j (N/A) (N/A)
30.5" 2/1 (7)-16d Nails (4)-16d Nails 1/0 j No Strap Required,Nail Per FBC&IBC See Option A j (N/A) (N/A) i
42" 2/1 _�_ (8)-16d Nails (5)-16d Nails 1/1 (2}20ga.w/(5)-0.131x2.25"Nails (2)Simpson H-3 i 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 J
63" 3/2 ; (10)-16d Nails (9}16d Nails ; 2/1 j (3}20ga.w/(7)-0.131x2.25"Nails ! (3)Simpson H-3 ' g g HaacyAmociates,Inc.
I Certificate ofAuthorintion
75.5° I 3 (13)-16d Nails (N/A) 1 2/1 (3}20ga.w/(7)0.131x2.25°Nails (3)Simpson No.27124
96" 3 (13)-16d Nails j (N/A) 1 2/1 j (3)-20ga.w/(9)-0.131x2.25"Nails j (3)Simpson H-3 11 12
NOTE5:
AGK........Ryq
•ALL HEADERS AND SILLS 5HALL BE CONSTRUCTED FROM 5.Y.P.#I 1 1;'11 1 e -•��C /�S• ��
•STRAPS,CUPS AND ANCHORING LAG5 STATED ARE FOR EACH SIDE OF OPENINGS `V L+ )) I �' No�'/64 58
•STRAPPING MAY WRAP BAND J015T IF NEEDED TO INLLSTAREQUIRED#OF FASTENER `A
S f•,'/' /�
•ANCHORING LAG5 SHALL BE I'FROM STUD AND SPACED I.O.C.CENTERED ON BAND J015T ~ =,� -i
•REFER TO CUP MANUFACTURER FOR CUP FASTENING REQUIREMENTS (I)-2x4 S.Y.P.#I (2)-2x4 S.Y.P.M I w!I/2'PLYWOOD (2)-2x6 S.Y.P.#I w/ STATE OF
•SIMP50N C5 I G STRAP5(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or(I)-4x4 S.Y.P.#I I/2'PLYWOOD SPACER I0,�•-
OPENING5 42'OR GREATER,5TRAP5 ARE AL50 REQUIRED FOR ALL INTERUFTED STUDS ON CC• F�ORI�P••'(��_: i
OPENINGS GO'OR GREATER 11eacieE/51111 Type I he5a�/5115 Typo 2 header/511 Type 3 'i;�'S�ONAL���`�`
These plans were designed in accordance with: i j j Project No. i I Sheet Number:
Lapsider Box Eave Master Plan Drsigaed13y:
2014 FBC,511 Edition ( j 12EN224- j
Haney Associates, Inc. j zou NEC , Lark Builders °R1i 160-DSWW ;
.. Engineering 8c Construction Planning 2014 Florida Fire Prevention Code1
S w
P.O.IM.MR.Si.Mae,S.C.3%a2-M-964-ua-fwo j ' 409 Dixon Street Checked By: Date:
For Wind Speed 160 mph,Exposure D
Vidalia,GA 30474 ; cLa. o2mns , 5 of-
PSI APPROVAL 2015-06-25
------------....
_ Approval Stamps:
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24"o.c., Max. Wall Framing at 16"o.c., Max. .BUILDING5 WITH WALL HEIGHTS GREATER THAN 7'-0'5HALL HAVE WALL AND POOP FRAMING SPACED
Required# I Required# AT 16'O.C.,MAX.
q •ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD
Width) Rafter Size I Width' Rafter Size
lof Strap Nails_� of Strap Nails TRANSFER AND STRAPPING. I
_6'-0" I S.Y.P.#1-2x4's 6(ea.end) s'-o^ S.Y.P.#1-2x4's 5(ea.end) •RAFTER TO STUD STRAPPING SHALL BE 20 a.x I Y2 WIDE AND FASTENED WITH 0.13 I x2.25'NA1L5.
_ _ •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND R318.G
S-
8--0-1 S.Y.P.#1-2x4's 7(ea.end) 8'-0" S.Y.P.#1-2A4 s 5 ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE
FRAMING
10'-0'1 S.Y.P.#1-2x4's i 9(ea.end) 10'-0"1 S.Y.P.#1-2x4's 6(ea.end) .FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TRUCTURAL COMPONENTS AS SET
11'-0" S.Y.P.#1-2x6's i 10(ea.end) 11'-0"I S.Y.P.#1-2x4's 8(ea.end) FORTH UNDER F13C 2304.9.1 AND TABLE 2304.9.I UNLE55 OTHERWISE SPECIFIED.
11-8-1 S.Y.P. -2x6's _j 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.#1-2x6's 8(ea.
13'8°r S.Y.P.#1-2x6's 12(ea.end) 13'8" S.Y.P.#1-2x6's r9(ea.end) I
i
e, In
f �ao TOBU&I on
4'-0'or
CODE REVIEW
Optional Porch Pmfessional Service Industries i
1768 33rd Street
Odando,Florida 32839
__— ---- ----- Plan Re:iWilliam E.Neary.III
ICC 0 57 55040
LA 0000406
! FL SMI-79,StAMI
m I I
I I
SEE SCHEDULE FOR RAFTER SIZE
o '
O RIDGE
W
E2
Haney Associates,Ina
> Certificate of Authorization
P.T.-4x4 5.Y.P.#2 BEAMS No.27124
UNDER WALL TOP PLATE TO
ALLOW TOP PLATE TO RUN --�
__ — -- - ---- CONTINUOS FOR RAFTER `�•``,y�IR
BEARING.(PORCHES)
. GEN
50'-O"MAXIMUM BUILDING LENGTH �, -i//3 ••,,L ,
a 64558
TATE O .• I
Typical Roof Frarnlncl Plan „�:•
SCALE: 1/4'-I'-O' I ��s':c�ORIOp:•'�j�: I
i r'rrnnu�` i
i-
------ ------- — 1--- — -- — -------- 'l ——----- r-- -
T�iesepiansweredesignedinaccordancewith: Lapsider Box Eave Master Plan IDesignedBy: _ i SheetNltmber: i
Haney Associates Inc. 1 2011 NEC 5*1 Edition I I O.R.H.
`�• , 2014 Lark Builders ' 160.DsWW l S1 .5
�
�-r Engineering Sr Construction Planning [2014 Florida Fire Prevention Code I ? '
P.o.aoa3ae,sl:ntua sc 2s6a3•Pa"o<:eu-5a6asaa 409 Dixon Street I Checked By: Datc: !
For Wind Speed 160 mph,Exposure D C LA OZ127/13
Vidalia,GA 30474 — 6 of 5
PSI APPROVAL 2015-06-25
2 1/2'x I/Z'CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4.4— Approval Stamps_
ROOF PANELS FASTENED BEAM W/(2)0.131 x 3.25'GUNNAIL AT G'O.G. �t
HAT CHANNELS AT 24` WITH I/4°-14 x 3/4'HWH j
O.C.,MAX.FASTEN TRAXXI I AT 8'O.C.
TO EVERY RAFTER w/ -- --- -- -
(2)-0.13(N2Y4' SEE ROOF FRAMING P.T.4x4 BEAMS (`
LONG GUN NAILS�� ` - SCHEDULE FOR RAFTERS j
(2)H-3 CUPS AT NOTCHED AND AND
-------- EACH EACH CORNER FASTENED TOGEHTER I I
ATTACH TOP PLATE TO STUDS WITH(4)-0.131 x 3.25' i
w/(2)-0.131 x3.25'GUN NAILS, GUN NAILS
o b ATTACH TOP PLATE TO RAFTER 4x4 AT EACH
K Zp SEE ROOF FRAMING PLATE w/5/1 GSt3'LAG SCREWS CORNER CUT
p 4 SCHEDULE FOR STRAPPING AT 18.O.C.,Max. DOWN TO +
zO P.T.4x4 AT
F SUPPORT BEAMS I
b EACH CORNER V I
r2x4 5YP#I STUDS AT 16'
OR 24'O.C. I ,
O (2)H-3 CUPS AT '
SEE S I.2 FOR SKID 2 I/2'z I/2' CORRUGATED 3'z 5°STEEL NAIL'-11—
AND FLOOR FRAMING PANELS(FASTENED Wl#8 x EACH CORNER OR'ALPINC PLATES,(2) Aa+� lnfomwtion 1
IYz WOOD SCREW AT G' PER P05T I /�`�� DBulldOn
O.C.(OR EQUAL) Jy
t f -r•c-+�.•�+.,
CODEREVIEW
VARIES,G--O 13'-8' 1 Professional service Industries
+ 170833rd Street
4'0'or 6'O Orlando,Florida 32839 1
Typical Frame 5ectlon I Plan Revtever.William E.Neary,III
icc o 5ta5040
SCALE: 1/4'=1•-0• Typical Porch Option Frame LAASU0079,406MPs,
SCALE: 112'=I'-O' i.
HAT CHANNELS AT 24'O.C.,MAX. 2x4 COLLAR TIES OR EQUAL
AT
FASTEN TO EVERY RAFTER w/(2)- --�= _ `''�� EEACHRAFTER
0.131 N 2Y4"LONG GUN NAILS _ SEE ROOF FRAMING I Gd NAILS AT -
- SCHEDULE FOR RAFTERS ! TAPERED 2x6 `�� I I
==- � ATTACH TOP PLATE TO
SIMPSON H-3 OR STUNS w/(2)-0.131 x3.25'
EQUAL AT EACH GUN NAILS,ATTACH TOP ,Inc.
RAFTER t'�i PLATE TO RAFTER PLATE Haney Astociares
w/ ATTACH FA5GA Certificate of Authorization
Ali tv 5/1 G'x3'LAG 5CREW5 AT TO RAFTERS w/ i No.27124
•l (2)-0.13 1 x3.25' L
.,
3'x 5'STEEL NAIL•MITEK'OR'ALPINE' 18'O.0Max.•t GUN NAILS
EMBEDDED GH SIDE OF ASSEMBLY HYDRAUUCALLOR BY 11Gd NAJL5 AT
6'O.C.Max. - J No R-2 6P•F• 'i � �`GK iR't IN
ROLLER PRESS,TYPICAL 1 QQ'\•.�CENSF���
4'-0°Min.2x4-5.Y.P.#I COLLAR TIE I x4 WITH I Gd NAILS CONT.&G,NAIL TO 0' N'X4558
AT 16'O.C.,M . EACH TAPERED 2x6
w!(2)-I Gd NAIL5 3 OVERHANG OPTION DETAIL
// Off•• STATE F :• ;1
I RIDGE COLLAR TIE DETAIL L�5���OVERHANG OPTION DETAIL `'%F•'A-1OR10P•'
.,
ZONAL
I ' These plans were designed in accordance with: r Lapsider Box Eave Master Plan Designed By:j Project No l �— Sheet Number. I/
2014 FBC5'^Edition I I ORA
12EN224- J
Haney Associates, Inc. '2011 NEC' Lark Builders 160-DSWW /„�
Engineering&Construction Planning 12014 Florida Fire Prevention Code I i I ■V f
409 Dixon Street
P.O.eo:sae,sla arae,s.c 3vsax-ehooa:ssraaslaaa I I I Checked By: Dale:
For Wind Speed 160 mph,Exposure D I I I C.L.A. - 07117/13
`_� �\ __+- _ Vidalia,GA 30474 i 7 of 8 _
PSI APPROVAL 2015-06-25
Approval S
3'x 5'STEEL NAIL'MITEK OR'ALPINE'
GABLE END TRU55 PLATES EACH SIDE OF ASSEMBLY GABLE END TP
U55 — ---`--
�-`'� _ EMBEDDED HYDRAULICALLY OR BY
ROLLER PRE55,TYPICAL
i
I
2x4 5YP✓1I 5TUD5 i 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,
i
FASTEN WITH(2)-0.13 I k 2}"4 LONG 22.5• I
ATTACH WALL 5ECTION5GUN NAILS OR C8x 2164'LONG Max. ATTACH WALL SECTIONS '
w/5/16'x3°LAG SCREWS SCREWS AT EACH MEMBER w/5/1 G"x3'LAG SCREWS
AT 18'O.C.,Max. CROSSING. AT I B'O.C.,Max. i
c
Ly
N
SEE 5 1.2 FOR SKID AND FLCOR---f��
r!rc. aLfonnation
VARIES,6-Oto 13'-8' FRAMING �JToBuX0n
I
`
End Wall Framing Option End Wall Framing CODE REVIEW Option i Professional service Industries
SCALE: 1/4'=1'-O' SCALE: 1/4'=1'-0' i �do ndpFIana39
Pian Revinwn William F Henry,III
3'x 5'STEEL NAIL'MITEK'OR'ALPINE' I ICCastesoao
GABLE END TRU55 GABLE END l'RU55 I LA 9000406 ;
PLATES EACH SIDE OF A55FM13LY ' _ 1 /—' !FL 5141-79,514P51
EMBEDDED HYDRAULICALLY OR BY
_ ROLLER PRESS.TYPICAL -
i
I
2x4 5YP#I STUDS `� 2x4 5YP#I STUDS
AT 16'OR 24.O.C. 96"Max 20ga.T-WALL BRACING STRAPS ON 63 Max AT 16'OR 24'O.C. ! i
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH(2)-0.13 IN 24'LONG Haney Associates.Ina
ATTACH WALL SECTIONS GUN NAILS OR k8x 2Y4'LONG ATTACH WALL SECTIONS Certificate ofAuthoti7adon�
wl 511 Gx3'LAG SCREWS Q SCREWS AT EACH MEMBER w/5/I 6x3'LAG 5CREW5 INo.27124 j
AT I&O.G.,Max. r CROSSING. - AT 18'O,C.,Max.
��G .
SEE 51.2 FOR SKID AND FLOOR
VARIES,6'-O"to 13'-8' FRAMING - VARIES,6'-L7'to 13'-8' —�
End Wall Framing Option End Wall Framing Option I;Off, srATE
i
SCALE: I/4'=I'-O' SCALE: 1/4'=P-0°
lltnntt`t I
rTheseplansweredesigned inaccordancewith: lI i Lapsider Box Eave Master Plan Designed Project No. Sheet Number: —�
i ! 2014 FBC,51h Edition i ! i Bn y° 12EN224-
r Haney Associates, YI1C. i 2011 NEC i Lark Builders R H' 160-DSww i
—r' Engineering ac Construction Planning 2014 Florida Fire Prevention Code I 409 Dixon Street S1 .7
e o.nox 949,sti 2o5&C.x952-M-11 .US-7600
I Checked By: Date:
i For Wind Speed 160 mph,Exposure D ` Vidalia,GA 30474 I C.LA. . 02!17/13 I $of 8 i
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