HomeMy WebLinkAboutEngineering • Ha_n s AssociateInc. ftlr.S: To Informd On------- -- i Buil
Engineering Ec Construction Plannin- g
Engrneedm•Conw/Nn9•Ye@VM
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@bellsouth.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 BuildineProeram 2014 Code Update Plan Number: 16ODSWW-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 NBC,5th 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!ohent: 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 All mandatory comments have been satisfied and plans are approved for construction by a
u j modular building manufacturer that is currently approved by the Department of Business
5 Edition. i 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
160 mph—Double Wide Wood Shed Master Respectful s miffed,
160 mph—Metal Double Wide Shed Master
• 160 mph—Metal Lapsider Box Eave Shed Master (y
• 165D/175C—Metal Lapsider Box Eave Shed Master William E.Neary,I
Department Manager
Modular Facilities Division
haneyassociaieslabellsouth_net _ Copy to:Ms.Berri Howard,Lark Builders berri(iDlarkbuilders.com
I SEN224 Pagel 0 2 Professional Service Industries,Inc.•1748 3V Street•Orlando,FL 32839•Phone 407/304-5560•Fax 4=304-5561
FL Engineering Business 3684
PSI APPROVAL 2015-06-25
160 mph Exp. D ® Lapsider Box Eave Wood shed Master Play Pro, s`�1'ps_:
I
GENERAL NOTES: Lark Builders DESIGN PARAMETERS: (HIP-GABLE ROOD
ED
I. THIS STRUCTURE WAS DESIGNIN ACCORDANCE WITH THE 2012 (WIND DE51GN PER A5CE 7-10.SEISMIC DESIGN PER A15C 341-051
IBC BUILDING CODE AND THE FLORIDA BUILDIN6 CODE.WIND 409 Dixon Street I. WIND VELOCITY: I GOmph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2 ALLMATERJABOVE CODE AND ALL OTHER APPLICABLE LAND LABOR SHALL BE IN COCAL CODES ORDANCE WITH
THE Vidalia, GA 30474 4. NT.FFE555UFE COEFFICIENT: 0.18:
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. Sheet Index -ROOF LOAD(ZONE#1): +25.80%52.68 P5F
4. OUT51Dc OVERALL DIMEN5ION5 CA14 VARY BETWEEN UMIT5 SHOWN -ROOF LOAD(ZONE#2): +25.80/-74.19 P5F
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S1.0 I Cover-General&Design Notes -ROOF LOAD(ZONE#3): +25.801-117.19 P5F ; �cs Information
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: -- -WALL LOAD(ZONE#4): +56.00/-61.30 P5F [R
S1.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +57.00%72.00 P5P e.,. T�B;1 on
FLOOR J015T5- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) S1.2 Skids&Floor Framing -WALL LOAD(ZONE4#
#45): +56.50/-66.70 P5F I 1
2x6 5.Y.P.#2-(I 2-15%MOISTURE CONTENT) I Plan CODE REVIEW i
2x8 5.Y.P.#2412-15%MOISTURE CONTENT) $1.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 1 25 P5F i Pmfessional Sem/ce Industries
_ 174833rd Sbeet
WALL 5TUD5- 2x4 5.Y.P.#1-(12-15%MOISTURE CONTENT) 8. FLOOR DESIGN DEAD LOAD- 12 F5F Orlando,Florida 32835
51.4 Openings Schedule&Framing
ROOF RAFTERS- 2x4 S.Y.P.#I-(12-15%MOISTURE CONTENT) 9. ROOF DESIGN LIVE LOAD: 20 P5F Plan Revievrer.William E Neary.111 1
2xG 5.Y.P.#I-(12-I5%M0I5TURE CONTENT) S1.5 Roof Framing&Schedule 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT Iinauoo UG i
COLIARTIE5- 2x45.Y.P.#I-()2-15%M0I5TURE CONTENT) S1.ti Typical Frame Section Details II. WALL DESIGN LOAD: BPSF i FLSM1-7s,smas,
WINDOW SILLS- 2x4 5.Y.P.#1412-15%MOISTURE CONTENT) 12. COMBINATION LOADS: AS PER A5CE 7-10 i
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.7 I End Wall Frame Options 13. 5EISMIC USE GROUP: B i I
SKIDS,FLOOR JOISTS AND 3/4'T4G FLOOR SHEATHING 14. BUILDING CATEGORY: I
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.17. 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: V B
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOORS: I
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM 20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL FIRE RATING: O
YIELD STRENGTH. CORRUGATED ALUMINUM,MASA ALUMINUM,4'LAE' 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 SIDING WITH 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2012 4 FLORIDA i
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,HARDI BOARD,STEEL SIDING AND BUILDING CODE _
ROOFS SHALL MEET MANUFACTURE R5 RECOMMENDATIONS. 'PLEKO'STUCCO ON 5/8'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:
5TUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. EGRESS 51DF WITHOUT THE USE OF A KEY. 2014 FBC,511,Edition
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SMALL BE 2 1/4'x I I/16'ALUMINUM EXTRUDED 2011 NEC
UNDERLAYMENT APPUCATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM
1507.2.8 OF THE F.B.C.2010 TRIM.DOOR ATTACHED TO VERTICAL 2x4. 2014 Florida Fire Prevention Code Haney Associates,Inc
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3.1-y,;x 16 Ga. 23.OPFIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, 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 DOOR.5,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. -r
LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN. 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE 51TE INSTALLED ITEM5: ``GK R.I I I Ilt' r'
CODES MAY BE USED INSTEAD OF DOORS L15TED ABOVE
1 5. BUILDING 15 CLASSIFIED AS TYPE'5' (STORAGE) I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ...........
16. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY 25.MAXIMUM WALL HEIGHT TO BE 8'-0',STUD AND RAFTER 2. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. � vOE �A�F
VARY. SPACING SHALL BE 16'O.C.,Max.FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No.64 '
ABOVE 7'-0',WALI5 UNDER 7'-O'IN HEIGHT MAY HAVE
17. ALL FASTENERS INTO P.T.WOOD SHALL HE MOT DIPPED GALVANIZED BUILDING. _*� � �•
FRAMING SPACED AT 24.0 Max.
FASTENERS. 4. ROOF DRAINAGE SHALL COMPLY WTM F.H.C. 1503 AND =_
18. MANUFACTURER INSTALLATION STANDARDS SMALL BE FOLLOWED IN 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED
R318.G 0-. STATE F
%
ORDER FOR THESE DESIGN DRAWINGSFOR EQUIVALENT OR GREATER PRODUCT.TO ACCURATELY REFLECT NOTE:TH15 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCESSORY ;CC- F
FIELD PERFORMANCE CONDITIONS. AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE (�` '•.,<°RLD.•' I
S
19. THESE STRUCTURES SMALL NOT BBUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER E USED FOR COMBUSTIBLE OR INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL I �i,S/ •'•' �
HAZARDOUS MATERIAL. 4005q.k.)MUST HAVE ATLEA5T(1)32'x80'(MIN.)DOOR. JURISDICTION APPROVAL.
These plans were designed in accordance with: L.a Sider Box Eave Master Plan �,kd
Project No. i ,� Sheet Number: j
j r 2014 FBC,5th Edition p 12EN27A_ I I
Haney Associates, Inc. 1 2011 NEC Lark Builders 160-D sww i
s1 .0
Engineering&c Construction Planning 2014 Florida Fire Prevention Code
409 Dixon Street1
PA.tlos Na,SIS Maq 8.G 39681-Phmea6l-4i676aa I 1 Dale:
-- -- -- Far Wind Speed 160 mph,Exposure D I Vidalia,GA 30474 _ e1 A. ozR7�13 I ,of 8 I
J-
PSI APPROVAL 2015-06-25
ELECTRICAL NOTE5: ._Approval Stam s:
I. WHEN AIR CONDITIONING 15 INSTALLED IN T115 BUILDING,IT SHALL BE ,I
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 FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION--
AND
MIN.,60"MAX.WIDTH l
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 5'NtPX. MAX i / BY 6'-8•N MAY DOOR
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. �(, / LOCATION MAY VARY.
'(
GROUNDED TO MINIMUM I o•-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 1
— — —
INSULATED BUSHINGS. i
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i 2x4 S.Y.P.q2 WALL
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NEPA 10 1),LATESTSTUDS W/5.Y.P,
EDITIONS. d? 412-2x4 SOLE PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCF551BLE Fn P.T.3/4'T4G I = //■�v�e■ 6 omiafon
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR SHEATHING ouc I {1"�'■TaBuiLlOn
WITH A MARKED'OFF'POSITION THAT IS PART OF THE HVAC ° SEE VARIOUS END O
i I WALL FRAMING SEE VARIOUS END WALL; CODE REVIEW
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS Q I FRAMING SECTIONS FOR
ONLY WHERE OTHER DISCONNECTING MEAN5 ARE AL50 PROVIDED BY UI SECTIONS FOR WALL WALL AND 17008 FRAMINGZ I Professional Service Industries
AND WINDOW FRAMING . 174833rd Street I
A READILY ACCESSIBLE CIRCUIT BREAKFR. I . O
I I i I Orlando,Florida 31879 �
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTINGa \ p Plan Reviewer.Win=E Neary,In
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS ¢ — ICC a185640
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL > ! i LA-11416 !
\ FL SMI-79,SMP-51
ELECTRICAL CONSULTANT. i 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, --� -----------'
SUBJECT TO LOCAL JURISDICTION APPROVAL.
10. ALL WIRES TO 5V✓ITCHF5 AND OUTLETS TO BE 6112 AWG THHN AND OPTIONAL ELECTRIC TO.'• WP ,` / 32'MIN.,60'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NEPA EACH UNIT FIELD BY 6'-8'HEIGHT DOOR, 4'-0'or G-O*
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER Optional Porch {
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT
SO.O'MAXIMUM BUILDING LENGTH
Electrical Symbol Key I Haney Associales lnc.
NOTES: I Certificate of Authonzation
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 16'O.C.,MAX. 1111 t t It t IIr,
[J1 Junction Box �0Q:`-z/z)/� '-�L�
_— Typical Floor Plan = No.
$ Switch SCALE: 1/-4'=1'-0
WPI Weatherproof ., sTATE 0
FS F�0R10P 'Oj��` {
$R iSwitch w/Receptacle Outlet 120v 10 S `�
These plans were designed in acrordnnce with: �' Project No. I Sheet Number:
2014 FBC,5th Edition ! Lapsider Box Eave Master Plan Designed ay: I7J Nzu I
Haney Associates, Inc. ! i 2011 NEC I Lark Builders i O.R.H. 1G0 D SWw I g 1 1
Engineering Bc Construction Planning ; 2014 Florida Fire Prevention Code I ! ■
r.o.m:3ae,sa ntu•,s.c av46:-enoeresr.6ts_tc11 ! i 409 Dixon Street I aged By: Daze.
For Wind Speed 160 mph,Exposure D i C.L.A. 0287/13
j Vidalia,GA 30474 1 i t 2 of 8
PSI APPROVAL 2015-06-25
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T SIZE --------
125 psf Live Load (2 Skid) 125 psf Live Load(3 Skid) v
Width{ Joist Size&Spacing { A I B Width Joist SizeBSpacing I A I B
6-0" 1 2x4's @ 16"O.C.,Max. 1 15" 42" V-0" 1 2x4's @ 16"O.C.,Max. 12"124"
8'-0" 2x6's @ 16"O.C.,Max. 118" 60" 8'-0" 2x6'3 @ 16"O.C.,Max. 16" 32"
10'-0" 2x6's @ 16"O.C.,Max. 24"172" 10'-0", 2x6's @ 16"O.C.,Max. 20";40" SEE SCHEDULE FOR J015T SIZE
11'-0" 2x6's @ 16"O.C.,Max. )24" 84" 11'-0" 24's @ 16"O.C.,Max. 122"
�.
2x6's @ 16"O.C.,Max. 28"184" 111-8"1 2x6's @ 16"O.C.,Max. 24"146" I X
IT-O"; 2x8'3 @ 16"O.C. Max. j 36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26" 52" L A' B' B° 'A' �I
13'-8"1 2x8's @ 16"O.C.,Ma 40"!84" 13'-8" 2x8's @ 16"O.C.,Max. {28"154" q
I
NOTES:
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS 5ET FORTH1 ■ nBuilrlO
c■ 1.10 nllnnn i
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWI5E SPECIFIED.
•ALL 5ND5 ARE P.T.-4xG 5.Y.F-#2 OR(2)-P.T.-2xG 5.Y.P.#2 1 CODE CODE REVIEW
�•w
•G'-0'WIDE UNITS MAY USE 2.4 5.FP.#3 JOISTS !
I Proresslonal Service lnoustries
•ALL JOISTS ARE TO BE P.T:S.Y.P.#2 '17�a 33rn srreee ,
P.T.SIDE RAIL TO MATCH P.T.51DE RAIL TO MATCH OnanM,Fiona 32839
J015T SIZE.SEE FRAMING J015T 512E,SEE FRAMING Plan Reviewer.William e Wary,ill
SCHEDULE FOR 51ZE5. SCHEDULE FOR SIZES. Mc r 5165040
LASUB0406
FL SMI-79,SMP-51
Q S
IHH H
I
m � i
SEE SCHEDULE FOR J015T SIZE i
SEE SCHEDULE FOR J015T SIZE
142
. to iHaney Associates,Inc.
Certificate of Authorization
No.27124
—" s�tltiufrli
\GyC R. yq i
3;4 P.T.-4x6 5.Y.P.#2 or 4'-O'or G'-0' 344 P.T.-4xG 5.Y.P.#2 or Q�'�LC'��F
I. (2)-P.T:2xG 5.Y.P.N2 SKIDS I. (2)-P.T.-2x6 S.Y.P.&2 SKIDS 4'-O'or G'-Cr O.• �h�/3 L
optional Porch OpAonal Porch No. 6644558
�}�
ff
50'-0'MAXIMUM BUILDING LENGTH 50-0'MAXIMUM BUILDING LENGTH Dl./L6�G
`STATE
Typical 2 5k1d floor Framing Plan Typical 3 5kid Floor Framing Plan �'!,1`S1ONA1
SCALE: 114'=1'-0' SCALE: 114'=P-9
! These plans were designed in accordance with: I Sheet Nwnber: ^�
P e I Lapsider Box Eave Master Plan IDcsigned By. project No. I
--
Laney Associates Inc. I 2014 FEC,5"Edition i 12EN224-
2011 NEC 1 ` Lark Builders ° 160-Dsww, ! �+� 2
Engineering&Construction Piannin I ! I S
yT't G 1; S ; I 2014 Florida Fire Prevention Code 409 Dixon Street ■
j .'}.• PA.B"a]46,ffiMOq SC.196n-P6o"c861dI67400_— I -------- ------ I I Checked By: Date:
For Wind Speed 160 mph,Exposure D i Vidalia,GA 30474 , C3.' ° 7111 3 of 8
i
PSI APPROVAL 2015-06-25
—Approval Stamps:__J'
2x4 5.Y.P.#2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2x4 5.Y.P.#2 WALL STU —
SEE PLAN VIEW FOR SPACING -
SEE FRAMING SCHEDULE SKI05 MAY BE P.T.-4x6 S.Y.P, 2x4 S.Y.P.#2 SOLE PLATE,
FOR JOI5T SIZE #2 OR(2)-P.T:2x6 S.Y.P.#2 CONTINOUS W/5/16'x4' SEE FRAMING SCHEDULE
r' LAGS AT 18'O.C.,Max. FOR JOIST AND BAND 51ZE I
(2)51MP50N H-3(OR , `
MI t p P.T.3/4'T4G FLOOR P.T.3/4'T4G FLOOR `
EQUAL)CUPS AT EACH SHEATHING SHEATHING
_-- _ STUD,ONE EACH 51DE I
OF SOLE PLATE I i'` �-'
5ENCO K28(OR EQUA OTCH SKIDS IYak IY2 -�,
NAILS AT 12'O.C.,ROWS FOR EACH FLOOR JOIST V "�•� '
n Y I
SHALL BE 1.5'FROM EDGE, ---.-__-- - _._J
STAGGER ROWS 6'FOR r- ` I 2x4 5.Y.P.#2
(2)-P.T.-5.Y.P.-2x6'5 5KI05. 2x BLOCKING BETWEEN 20ga.UPLIFT STRAP w/ !
SOLE PLATE
(-4)-0.13 1 x2.25'Nali5
START PATTERN WITHIN G' SKIDS,FASTEN TO ENDS EACH END,MINIMUM
OF EACH END OF SKID 2x4 BLOCKING BETWEEN, JOIST W/(3)-0.120'.3'
SKID5,FASTEN W/ OPiION'A' �t_-a 1 mlation i
(2)-0.120'.3'NAILS AT STAGGERED. #r
12.O.C.,STAGGERED. ' vf-To
SIDE,STAGGBw'1dOIt
/.' 3a WALL STUD TIEDOWN DETAIL i `�""•y'
/ i_%5KID4FLOOR FRAMING DETAIL 2 END JOIST FRAMING DETAIL 1• swe:ala'-r-P I CODEREV/EW j
1. s�a�t: •-r-a• NP1.' salt:Ls•-ro
Professional Service Industries i
174873rd Street
Onando,Florida 77879
Plan Reviewer.Mill..E Meaty,W
ICC 0 5185040
LA 0 00406
i FL SMI-79,SIAPSI
SKIDS MAY BE P.T.-4x6 5.Y.P.
#2 OR(2)-P.T:2x6 5.Y.P.#2 j
2x4 5.Y.P.#2 W4ND
SEE PLAN VIEW FOTACH SOLE PLATE ��• 2'LAP SPLICE FASTENED I I
O SKID FRAME WITH �r !
1' W!Q-5/1 6'x4'LAGS
SEE FRAMING S16.4'LAG SCREW Y
P.T.-4x6 S.Y.P.
FOR JOIST AND BT 18'O.C.,MAX. #2 SKIDS LAGS(BITTER FACE).(9)LAG I i
P.T.3/4'TEG FLO +7'� ATTACH J015T TO SKID WITH 5CREW5 TOTAL.
---
SHEATHI5116'x4'LAG SCREW OR(2) Haney Associates,lac i
51MP50N H-3(OR EQUAI)AT '•'• Certificate of Authorization i
EACH END OF JOIST,SEE f LC 3'x6'SPLICE PLATE ON 3 of _ No.27124
FRAMING SCHEDULE FOR SIZE. ---
DES OF JOINT,FASTEN(2)-P.T.-2x6 EACH PLATE W/(5)-SENCO1MPSON H-3(OR NOTE:ATTACH END JOISTS TO SKID WITH 2 5/16'.4' S.Y.P.#2 SKIDS K28(OR EQUAL)NAltS �v K R.2x4 5.Y.P. _ ( 3- rY
EQUAL)CLIPS AT EACH I ` \ ...........'9 'moi
SOLE PLATE LAG 5CREW5 TOR(4)-0.131x4'GUN NAILS?ANDA EACH SIDE. i Q ; EN !
STUD,ONE EACH SIDE F�
OF SOLE PLATE SIMPSON H-3[OR EQUAL]AT EACH ENO OF JOIST.
OPTION'B' TYPICAL SKID TO `
JOIST ONNECiION DETAIL 5 It:AL SKID SPLICING DETAIL 57ATE OF
5 t314--1I. scat:tea•-I.�! _
3b WALL STUD TIEDOWN DETAIL I. s la• I:O
•.CORIVp:�•�`
�INAL�C.%
-- These plans were designed in accordLapsider Box Eave Master Plan IDPsigned By
ance with — \ v -" --J
Pra eet No. Sheet Number. i
2014 FBC,51h Edition i
j i2E1V22a-
]Slane Associates, Inc.
Y zou NEC Lark Builders � °.R-H. iso-Dsww! �
r.,4• Engineering&Construction Planning ! 2014 Florida Fire Prevention Code
409 Dixon Street I %91 .3
PA.ttoxMg.St.NtllgSC.i9M-Fb—:8644147600 ; For Wind Speed 160 mph,Exposure D Checked By: Date:
Vidalia,GA 30474C.I.A 02/27/13 i
---- ---- - — -- - ' 4 of 8
PSI APPROVAL 2015-06-25
Approval Stamps:--_--
I
i
4.5 30.5•
42"Max. 60'Max. '
Max. Max. i
75.5"Max. i
i
ILU
i
I j
--------------------------------------------
------------
SEE
___ ____
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS. 1
I
50'-0'MAXIMUM BUILDING LENGTH 1 �f�J�''Infamrnlion
l�oBuildOn i
Typical Side Wall Openin6J5 Framing i•r E W
SCALE: 114'=P-17 i CODDEE REE VIE
t Professional Service Industries i
1 1748 33rd Street
Odando,Flodda 32839 !
Plan Rev!—.William E Newry•III
Ice 0 5165040
LA 5000406
WALL OPENINGS FRAMING SCHEDULE i FL SMI-19,SN1PS1 j
Max. Header/Sill Header Fasteners I Sill Fasteners King/Jack { Option A:Stud to Band Joist iOption B:Stud toi Option A: I Option B:
OpeninType (Each End) (Each End
g ) Studs i Strapping&Nails(each end) Band Joist Clips Anchor Lags Anchor Lags
(4)-16d Nails (3)-16d Nails ! 1/o 1 No Strap Required,Nail Per FBC&IBC j See Option A { IN/A) (N/A) ! i
(5)-16d Nails— (3)-16d Nails 1/0 No Strap Required,Nail Per FBC&IBC See Option A (N/A) (N/A)
_30.5" j 2/1 (7)-16d Nails (4)-16d Nails i/0 {No Strap Required,Nail Per FBC&IBC 1 See Option A { (N/A) (N I A) i
42^ )-16d Nails--I (5)-16d Nails i 1/1^{ (2)-20ga.w/(5)-0.131x2.25"Nails j (2)Simpson H-3 — 5 5
60" 1 212 (10)-16d Nails j (7)-16d Nails ; 1/1 (2}20ga.w/(5)-0.131x2.25"Nails (2)Simpson H-3j 7 5
r3/2 (10-1 Ed Nails (9}16d Nails 20ga.w!(7-0.132.25"Nails_ (3)Simpson H-3 j g 6 Hancy Assmiaics,Inc.
63" 2 1 i 3} !
Cutifieate of Authorization
75.5" 1 3 (13)-16d Nails (N/A) 2/1 (3)-20ga.w/(7)-0.131x2.25^Nails 1 (3)Simpson H 3 ` _10 i 7 i No.27124
gg^ —3 (13)-16d Nails j (N/A) 1 211 (3)-20ga.w/(9)-0.131x2.25"Nails j (3)Simpson H-3 t 11 12 1 ---�
1 ``tlluul,,,rx 1
pKR• /Y '., j
NOTES: CEnI
•ALL HEADERS ANDSHALL BE CONSTRUCTED FROM S.Y.P.p I O `1' II j— p:
•STRAPS,CLIPS AND ANAN No. 58
CHORING LAGS STATEO ARE FOR EACH SIDE OF OPENINGS 64
•STRAPPING MAY WRAP BAND J015T IF NEEDED TO IN5TALL REQUIRED N OF FASTENERS !":, �\ i1: '*'-�/ •* 1
•ANCHORING LAGS SHALL BE I"FROM STUD AND SPACED I.O.G.CENTERED ON BAND J015T
•REFER TO CLIP MANUFACTURER FOR CUP FASTENING REQUIREMENTS (I)-2x4 5.Y.P.✓/1 (2)-2x4 5.Y.F.#I w/1/2'PLYWOOD (2)-2xG 5.Y.P.#I w/ •%� STATE OF
•SIMPSON C51 G STRAPS(OR EQUAL)REQUIRED TO TIE HEADER TO JACK STUD FOR All SPACER or(1)-4x4 S.Y.P.C 1 I/2'PLYWOOD SPACER SOT•. ' i
OPENINGS 42'OR GREATER,STRAPS ARE AL50 REQUIRED FOR ALLINTERUPTED STUDS ON 3 ��@ .OR I'D".
OPENINGS 60'OR GREATER header/5111 Type I Header/5111 Type 2 deader/5111 Type 3 { ',S�ONAL
SCALE: 1.5'—I'-O' 5CALE: 1.5'-P-0' SCALE: 1.5'—I'-0"
These plans were designed in accordance with; j -- \ Project No. I Sheet Number: j
1 Lapsider Box Eave Master Plan Designed By:
�—2014 FBC,5*h Edition 1 j O.R.It 60-DS 4- 1
T Haney Associates, Inc. 1 2011 NEC ' Lark Builders 160-Dsww C p�
-rr._!-..- i I j �7
!, Engineering&Construction Planning I 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: {
P.o.8-348.ShMile,SIC.29W2-Fb—.064-W-7"o I For Wind Speemph,Exposure
1 d 160hD — J Vidalia,GA 30474 j c.i A. ozrz7/Is 5 of 8 --
PSI APPROVAL 2015-06-25
I Approval Stamps:
ROOF FRAMING SCHEDULE 5CHEDULE 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# 1 Required# AT IG'
O.C.,MAX.
Width' Rafter Size I — •ROOF FRAMING SHALL B2 SPACED TO UNC UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD
Width! Rafter Size
of Strap Nails of Strap Nails TRANSFER AND STRAPPING.
6'-0- S.Y.P.#1-2x41s 6(ea.end) s'-o" S.Y.P.#1-2x4'5 5(ea.end) 'RAFTER TO STUD STRAPPING SHALL BE 20,3a.x I Y2 WIDE AND FASTENED WITH 0.13 I x2.25'NAIL5.
_ __ •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND.R318.G !
8'-0" S.Y.P.#1-2x4's I 7(ea.end) 8'-0" ' S.Y.P.#1-2x4'5 5(ea.end) •ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE j
FRAMING
10'-0"j S.Y.P.#1-2x4'3 i 9(ea.end) 101-0"I S.Y.P.#1-2x4's 6(ea.end) •FA5TENER5 WILL MEET THE MINIMUM REQUIREMEtTS FOR ALL STRUCTURAL COMPONENTS AS SET
11'-0" S.Y.P.#1-2x6'5 10(ea.end) S.Y.P.#1-2x4'5 8(ea.end)
I FORTH UNDER 1`15C 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
i 11'-0", �
11'-8" S.Y.P.#1-2x6's—j 10(ea.end) 11'-8" S.Y.P.#1#1-2�8(ea.end)
13'-0"I S.Y.P.#1-2x6's j 11 (ea.end) IT-O"I S.Y.P.#1-2x6's 8(ea.end)
I
13'8"T S.Y.P.#1-2x6's ; 12(ea.end) 13'-8" S.Y.P.#1-2x6's 9(ea.end) j
n • lWomlation
aloBuiAlon
or 6'-O' CODE REVIEW i
Optional Porch Professional Service Industries j
1748 33rd Street
Orlando,Florida 31839
---- ---- Plan R-i—,William E.Neary,III I
-j ICC 0 5199040
LA 9000406
FL SM479,SMP51
t9 SEE SCHEDULE FOR RAFTER 51ZE '
o i
RIDGE
� I i
W �
a —�'
Haney Associates Inc.
i Certificate of Authorization
P.T.-4x4 5.Y.P.02 BEAMS i No.27124 -
UNDER WALL TOP PLATE TO — -�
ALLOW TOP PLATE TO RUN ~ —i
_ ----- ---- CONTINUOS FOR RAFTER 1 •��7K R.
BEARING.(PORCHES) j \�'...........f1'4
50'-0°MAXIMUM BUILDING LENGTH /�/S�
I :: No.��6A55
i-p t
TATE O j
Typical Roof Framtnq Plan f% ,�;•., I
SCALE: 1/4'—P-9 j %C�s:c<OR10P'•'�j`` j
I
'---�-- 1-- TTT�iese p ons( were designed in accordance with: I\`---- — -- ------^pro ect No. ' --- '
Lapsider Box Eave Master Plan f 'Designedlly I Sheet Number:
2014 FSC,511 Edition 12EN224-
Haney Associates, Inc. 12011 NEC � Lark Builders j i o.xli 160-Dsww �q � i
Engineering 8z Construction Planning 12014 Florida Fire Prevention Code l 1 ■ '
P.O.Box 346,slx htaq SG 29682-Phl-864416-7600 1 For Wind Speed 160 mph,Exposure D 409 Dixon Street Checked By: Date:
Vidalia,GA 30474 I L c.lA a2127/13 i 6 of 8
PSI APPROVAL 2015-06-25
r Approval Stamps:
2 112'x I/2'CORRUGATED TOP PLATE EXTENDED AND NAILED TO 4x4 �—
ROOF PANELS FASTENED BEAM W/(2)0.131 x 3.25'GUNNAIL AT 6'O.C. } —
HAT CHANNELS AT 24' WITH 1/4`-14 x 3/4'HWH !
O.C.,MAX.FASTEN TRAXX/I AT B'O.C. I i
TO EVERY RAFTER w/ i
(2)-0.131''2YY _�_ _ 512E ROOF FRAMING P.T.4x4 BEAMS
LONG GUN NAILS SCHEDULE FOR RAFTERS NOTCHED AND AND 1
~ - (2)H-3 CLIPS AT FASTENED TOGEHTER
1___---_e__---_) EACH CORNER
ATTACH TOP PLATE TO STUDS WITH(4)-0.131 x 3.25'
w/(2)-0.131 x3.25'GUN NAILS, GUN NAIL5 I
b ATTACH TOP PLATE TO RAFTER 4x4 AT EACH
oOc SEE ROOF FRAMING PLATE w/5/1 Gx3'LAG 5CREW5 CORNER CUT
a K SCHEDULE FOR STRAPPING AT 15'O.C.,Ma'. DOWN TO
o P.T.4x4 AT s
0 REQUIREMENTS 5UPPORT BEAMS EACH CORNER I '
b
2x4 SYP A I STUDS AT 16"
Co r` OR 24'O.C. I
i9 Q
SEE 51.2 FOR SYJD2 I/2°z I/2° CORRUGATED (2)H-3 CUPS AT ,
AND FLOOR FRAMING PANELS(FASTENED W/+;'8 x EACH CORNER 3'x 5°STEEL NAIL'MITEY.' i
OR'ALPINV PLATES,(2) �pc-t lnfomxuiort
IY'WOOD SCREW AT G' PER P05T 11MJ6 aBai(dOn
O.C.(OR EQUAL)
CODE REVIEW
VARIE5,6'-0'to 13'-5' 1748 3slonal Service Industries
1748 77rd Shoot
4'O Or 6'-O Odando,Florida 32879 i
Typical Frame 5ection i LA t S0 r.W 11 am E.Nary,111
Ms9
icc t s1949 _
SCALE; I/4'=1•-0' Typical Porch Option Frame i FL SMI-79,SMP-51
SCALE: 1/2'=I'-0' 1,
51MP50N H-3
HAT CHANNELS AT 24'O.C..MAX. 2x4 COLLAR TIES -_ OR EQUAL AT
FASTEN TO EVERY RAFTER u/(2)- �1"�< _ - FTER
EACH RA
0.131 x 2 Y4°LONG GUN NAILS SEE ROOF FRAMING 16d NAIl5 AT
_ _
SCHEDULE FOR RAFrER5 ' TAPERED Zx6
ATTACH TOP PLATE TO
�. 51MP5ON H-3 OR STUDS w/(2)-0.131 x3.25'
EQUAL AT EACH ! GUN NAILS,ATTACH TOP Haney Associatrs,Tnc.
-- - RAFTER ATTACH FASCIA ;
_ ��,� PLATE TO RAFTER PLATE w! i CcrtiTirate of Authociution
5/10.3'LAG SCREWS AT TO RAFTERS w! f No.27124
I B'O.C.,Max. (2)-0.131 x325 -
3'x 5'5TEEL NAIL'MITEP OR'ALPINE' GUN NAILSPLATES EACH 51DE
EMBEDDED HYDRA O CALLOR BY 1F A55EMBLY 1Gd NAILS 6'O.C.Maxi - No ERED 5G.P•F. j ����K'R"y+,,�
ROLLER PRESS,TYPICAL Q.;�XCENBF.;A\
:��� •....... q
4'-0`Min.2x4-5.Y.P.#I COLLAR TIE Ix4 WITH 16d NAII5 CONT.2x6,NAIL TO (��:. t 5'28
AT 16'O.C.,Max. EACH.TAPERED 2x6
w/(2)-166 NAILS / 31 OVER, OPTION DETAIL
�= 11
/� °-+°� -0• C:. STATE F 1
I RIDGE COLLAR TIE DETAIL ! Z \OVERHANG OPTION DETAIL I F•`•��ORt�P''C9 j
I. xxL:V-11-O'
I. 5CAic: 4•-r.o �'ss/OVAL �C•`�` 1
''++intillt�
-- -- -— - — `r These plans were designed in accordance with, TI — 'T ProjedNo.1 Sheet Number. -
a e Lapslder Box Eave Master Plan Designed By: I
2014 FBC,51h Edition ` ! 12EN224-
= Haney Associates, Inc. '2011 NEC Lark Builders O.RH. 160-DSWW! c
Engineering&Construction Planning i V
g g I 12014 Florida Fire Prevention Code ! 409 Dixon Street Chceked B: Date:
e.o.eox74e,si.ha.,scssae2.-eeaa�eaaus•7s99 , y !.�— —�
For Wind Speed 160 mph,Exposure D C.LA. 02/27/13
`_ j � P P '� _ _; � Vidalia,GA 30474 � �• ! 7 of S
PSI APPROVAL 2015-06-25
—Approval Sova1 S
3'x 5'STEEL NAIL WITEK OR'ALPINE'GABLE END TPU55PLATE5 EACH SIDE OF ASSEMBLY GABLE END TRU55 `'----""---'�---
���' --__ EMBEDDED HYDRAUUCALLY OR BY
ROLLER PRE55.TYPICAL
_ I I
I
2.4 5YP#I 3TUD5 I 2x4 SYP#I STUDS
AT IG'OR24'O.C. AT IG'OR24'O.C. i
20ga.T-WALL BRACING STRAPS ON I f
INTERIOR AND EXTERIOR OF WALL, i
I
FASTEN WITH(2)-0.13 IN 2Y;LONG 22.5' j
ATTACH WALL SECTIONS GUN NAILS OR#8x 2Y4 LONG Maz. ATTACH WALL SECTIONS
w/5/16'x3'LAG SCREWS SCREWS AT EACH MEMBER wl 5/16"x3'LAG SCREWS ,
AT 16'O.C.,Max. CROSSING. AT 18'O.G.,Max.
I
N
I
SEE 51.2 FOR SKID AND FLOOR ���T B° p I
VARIES,G'-O'to 13'-8' FRAMING VARIES,6'-D'to 13'-6'
rr..•rr-�.•..uv
End Wall Framing Option End Wall Frammq Option i
CODE REVIEW
SCALE: 1/4'=1'-D' SCALE: 1/4'=P-O' 174837b aSteef Ice fndusMes
I Odaado,Florida 32879
Plan Revie—r..William E.bleary,III
ICC25185040
3'x 5'STEEL NAIL BAITER OR'AL.PINE' La cuooaos
GABLE END TR 355 GABLE END TRU55
PLATES EACH SIDE OF ASSEMBLY i FL SMI-79,SIAP41 `^
EMBEDDED HYDRAULICALLY OR BY
J _ ROLLER PRE55.TYPICAL
I I
2x4 5YP#1 5TUD5 2x4 SYP#1 STUDS I
AT 16'OR 24'O.C. 20ga.T-WALL BRACING 5TRAP5 ON AT I G'OR 24'O.C. j
96'Max. INTERIOR AND EXTERIOR OF WALL, 63'Max.
FASTEN WITH(2)-D.131'x 2Y4 LANG
ATTACH WALL SECTIONS GUN NAIL5 OR#8x 2 Y'LONG ATTACH WALL SECTIONS Haney Associates,Inc.
Ye Certificate of Authorization
w/511 G x3'LAG 5CREW5 4 5CREW5 AT EACH MEMBER w/5/1 G*x3'LAG 5CREW5 I No.27124 '
AT I6'O.C.,Mu. t` CROSSING. - AT I8.O.C.,Max. j—
•I �pK R
SEE 51.2 FOR SKID AND FLOOR No.
VARIES,G'-O'to 13'-8' FRAMING VARIES,G'-O'to 13'-6' - : -1
End Wall Frammq Option End Wall Frammq Option i:�5% STATE P
SCALE: I/4'=1'-O' SCALE: 1/4'=P.0"
:,(�`S'•.�OR1D,: ���
I 'xriS7ONAL1IV�`� i
— --------------------------
These plans were designed in accordance with: Lapsider Box Eave Master Plan I Designed By.
Project No. Sheet N1Ltn&m
2014 FBC,511 Edition I I ORH. 12EN224- t
Haney Associates, Ync. 1 2011 NEC I I Lark Builders 160-DSWW Ir
Engineering&Construction Planning I 2014 Florida Fire Prevention Code I I i ' S1 .7
:• 409 Dixon Street Checked BY: Date:
NO.B..3A Sk aiOq S.C.29691-Irb-116A-6A6-7600 I y'
II For Wind Speed 160 mph,Exposure D I C.L.A. 02/17/13
i Vidalia,GA 30474 –L 8 of 8
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MASTER ANCHORING PLANfill
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