HomeMy WebLinkAboutProduct Approval Nationall:Deshin and Ms ectlon
501 North Jackson Ave,;SWtd..2 I
Bjjars Building
Russellville,.AL:35653
1
July 24,2015
Mr,Jm.R%!mond
Florida Departrri enfi of,Businss anti Professional Regulation
Manufactured Riaiiding Program
1940 North Monroe Street .
Suite 90A
Tallahassee,.Flo' a 32399'.0772:
RE:PIanApproval:R..es�dentiaLLawn Sforag Shed.
Manufacturer 1Neather!Ging Portable 0 00(ri
1.Ptan Number/Marne:UtititV Building
Dear Mr.Richmord,•
Pursuant;to the,i equiremer is of the Florida Department of Bus ness.and Professional
RegulWons,the above refer..ensed docLamerits'have-:been revieiived for c0cmplia ice tivith:
'2014 FOC,5th-Edition
2011 N%(NFPA..0):
Thies g plans.comply with Florlda..produ' .Apprgval Rule 69;620-3.006(FAC):
z
A:signed;and sealed set ofMaris are;ima nta ned ori ale:in the Third Party;AgeOcy office of
Na'tiohtit Cleslgri and lnspecti0h.
All Ma—ridatciry comiments have b6drisatisfied and olans are appr..oved for`constructioB:tiy.-a.
modular building rnanufacturer'that:is currently approved by the DepartmentO Business:and
Professional Regulations.
If you hawan ons or`requjre,rny.assistance in any way;pI ase-6,not hesitate to contact
me.
Respectfully submitted, '
John Farinelli,CBO,MCP, 9
SMP4
32'-W MAX LENGTH(11'-2°.WIDE)
20'-0-MAX LENGTH(10'-0'WIDE) �j
16'-W MAX LENGTH(8'-0'WIDE) '•D'
"APPROVED
a. DOCUMENT
o�
IQ
I I I I I I I I I I I I I OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2'WIDE
BUILDINGS'ONLY)
Illllllllllllllllllllll
X �q' INSIDE 4x6 TRTD SKID
4� IIIIIIIIIIIIIIIII � IIIII
iV
OUTSIDE 4x6 TRTD SKID
RE 'D FOR 1.1'2'WIDE,
I I I I I I I I I I I I L BUILDINGS ONLY,
TREATED RIM JOIST
CONT.2x4 TREATED FLOOR JOISTS @ 16.O.C.MAX.(8'&11'-2°VJIDE) (TMP)
CONT.2x6 TREATED FLOOR JOISTS@.16°O.C•.MAX,(10'WIDE)
(SPLICED'JOISTS,ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
- — - -- .aaa�oa rnnnnuncan -
°0`�� °�°°°°� UTILITY BUILDINGLV
RlUA-- HlND-=160--MPH- -FBc---2014-
a ti" s No.77209 ee u
e PROJECT NO SHEET NUMBER
D¢te 72 11S Wtan
No
. a DATE 07-212015
<OR0 ; APvroved say t- �. DRAwN sv: KLN
+,✓s11fpe��0111AL.a .eap0oa,w John Farin¢IO .Weather CHECKED BY: KILN UB
°`0p®°Gooaoecaasaapkwu(ar Bwj,;y P4',)3$f8$8fWr Fla,da Certi/icale SMP90 REVISION: SCALE:NOT TO SCALE
7-�3-� PORTABLE BUILDINC225
SHOP BUILT TRUSS @ 24"O.C. %e"OSB DECKING W/' SHOP',BUILT TRUSS @ 24"O.C.
(MATCH STUD:SPACING ASTM D3161 CLASS F OR
) ASTM D.7158 CLASS H (MATCH STUD SPACING)
SEE SHEET S2.2 FOR SEE SHEET S2.2 FOR
ASPHALT SHINGLES OR
ADD'L INFORMATION. 29-GAGE METAL ROOFING ADD'L INFORMATION.
PROVIDE CONT.METAL
3.5 f- DRIP EDGE AT EAVES
AND GABLE ENDS:
w oI REF.DETAIL,3/S-3.0(TYP)
x4.
2STUDS 2x4 STUDS
o @ 24"O:C. c @ 24"O.C:
Of
e"T1-11 SIDING, K ~
or b' O s 5e TREATED PLYWOOD, o %a"T.1-11'SIDING;
O O ° / LP'SMARTSIDE FLOOR DECKING,'FASTEN q.: LPSMARTSIDE
- PRECISION:SERIES - m.. PRECISION SERIES
`O
ISO SIDING,OR TO FLOOR ERAMING AT .. ____._ __ _ ,-�D - 100 SIDING;OR --- _ (4)4z6 TRTD SKID
6°O.C.AT EDGE$AND;IN
,0 29 GA METAL.SIDING 29 GA METAL SIDING
m THEFIELD.,REEERTO FASTENING
SCHEDULE EORADD'L INFO.
o (2)4x6 TRTD SKID t 514" 2)c4'TRTD FLOOR JOISTS
18°O:C:MAX @'WIDE)
8'-0"OR 10'0" 2x6 TRTD FLOOR JOISTS
c @ 16"O'.C.MAX(I&WIDE) 11-2
WOR 10'WIDE WtES FOR METAL'WALYROOF:PANELS:,. 1 V-2"WIDE
1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY.
2)METALIPANIBMARE TO.BE ATTACHED.'TO WOOD FRAMING
IN ACCORDANCE WITH DETAIL 4 ON SHEET S,3-
3)METAL PANELS ARE TO BE SCREWEOTO RIM BOARDS @,9"O.C.
NOTE:REFER,TO FASTENING SCHEDULE ON SHEEFhgiq=l v ryi'
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. - BUILDING SEfiION .
- _ _ � �.
LORD"',"*'
----UTILITY -BUILDING--I= I --MIND=160--MP
No.77209 e .. .. .t.
.,� .ems PROJECTNO:
STATE Date--Z/ llPtan NO <, ���^'a�-� DATE -07-2
e�0 a�< RiS1P" 00� d DRAWN sr• KLN
aae� �7�r�AL. �s��soao Approved Byna
oa000aaoacaecll�° Jobe _-nn l
Wh a�' i CHECKEO.BY: KLN
f�J3-16 glodu4x Building Ptans Uammer Fimid'a Cc6 cale SMP49 •PORTABLE'.BU I LD I N G S REVISION:
REFER TO DETAIL 5 ON REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT. ATTACHMENT.
2Y2"-20 GA METAL 2YY-20 GA METAL.
BRACING STRAP BRACING STRAP
REQUIRED FORREQUIRED FGR ATTACH STRAP TO EACH .
METAL WALL METAL WA'_L STUD W/(2)8d NAILS MIN:
SIDING ONLY(TYP) 4'-0"MAX SIDING ONLY(TY?) (TYP)
OPENING V-0"MAX OPENING
REFERTO,DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET 93.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT. ATTACHMENT.
U Li LI LI
8'WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL
®� (10'WIDE SIMILAR).
66App, �OpW�g99
REFER TO DETAIL 5 ON OPTIONAL WINDOW DOWMENT
SHEET S3.1 FOR STRAP 36"WIDE MAX(TYP) REFER TO DETAIL 5 ON-
ATTACHMENT. SHEET.S3.I'FOR:STRAP:
ATTACHMENT-' _ ."
2Y2-20 GAMETAL
2Yj'-20.GAMETinL
BRACING STRAP BRACING:STRkP
REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FGR ATTACH STRAP TO EACH' ,
METAL WALL STUD W/(2j 8d NAILS MIN. METAL WALL STUD WL(2)8d NAILS MIN:
SIDING ONLY(TYP) (TYP) SIDING ONLY(TY-) X (TYP)
REFER`TO DETAIL.4ON REFER TO DETAIL40N
SHEET 53.1 FOR STRAP 8HEET 53A FOR STRAP
ATTACHMENT. ATTACHMENT.
8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL
(10'W DE SIMILAR) _
-UTILI'T'YBUILDING-�fL0R1Dk--iVND=160 - __ -s :MPH FBC 2014
N10177209 p�
PROJECT No: SHEET NUMBER
.Data a. J S
DATE:
s Q, VA o � -_Plan No.^h 07-21 2015 rq'
'o7o®,Og,LO..ORIi �� APP!oved By 1� �) XLN
CRAWN BY KLN �_`1���B_
John Farinel8
ppppp� n'Al-' 'ope°° Modular Building Ptans Examiner Florida Certificate SMP44 . REVISION:'
� SCALE:NOT TO SCALE
ppp000®t069a4 �'-�'j-�
(2)2x4 TRUSS
GENERAL NOTES: PLATE
2x4 TRUSS 4.'30 4'-3' S'-10° 5'-10
I-REFER'TO SHEETS-0 FOR DESIGN LOADS. PLATE(iYP) 12
—1
,2.
2.MAXIMUM TRUSS SPACING=24'0.C. oiiv 3:5 "13.8
3.TRUSS TOO CHORD SHALL BE BRACED WPSTRUCTURAL WOOD N 2.4.
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. ( 8'•0° � tD
4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. 2X4 TRUSS
r 11-?°
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) PLATE'(TYF)
PRESSED IN PLACE EACH 810E OF TRUSS. ALL TRUSS MEM$ERS TO BE 2x4 SPF#2
ALL TRUSS MEMBERS TO BE2xS SPF,
#2
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS;END ZONE. (UNLESS'NOTED OTHERWISE)
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE,2 MAX REACTIONS
COMPONENTS AND.CLADDING WIND PRESSURE, HORIZ: 36 LBS.
UPLIFT: 228 LBS. MAX REACTIONS
7.DEFLECTION MEETS U240 LIVE LOAD AND U180 TOTAL LOAD. GRAVITY: 216 CBS.
HORIZ: 49 LBS.
8.LOAD DURATION ADJUSTMENT FACTORS: 8'WIDE- UTILITY'TRUSS UPLIFT: 307 LBS.
GRAVITY.; 204 LBS.
LIVE:1.25
WIND: 1.80 1l'-2"WIDE UTILITY TRUSS
9.REPETITIVE MEMBER INCREASE:1.15 5'3" F-3"
2x4TRUSS
PLATE.TYP)
12
�. —13.5
it
DOCUMENT
ALL TRUSS MEMBERS TO BE 2x4 SPF#2
MAX REACTIONS
NORM-43 LBS.
UPLIFT: -275 LBS:
GRAVITY: 282 LBS.
lo-'-WIDE-UTILITY TRUSS.
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° ��.. o �ILITY
Mo 77209 PRorECT r4a:
SHEET NUMBER:
,£ PAMi 07 2
Date1-2015
__ .11Pian No Ga:✓"�Si,,L j -rL
ORAWN.BY: KlNS-22—
�1JvOApproved 8yco
�/�° �Q wteather ^�' CHECKED BY: KLN
�oQ0! ohn Farinele, p ee ^^ q�,/�C ✓ REVISION: SCALE:NOT TO SCALE
ModuWr BuiWirfg Pun's Examiner Floiiaa CuBlicate 5MP4q PORTABLE -E U I L D I,N G S � .
VARIES(SEE PLAN)
ROOFTRUSS TOP PLATE CONT,2x
(TYPI JOINT TOP PLATE
oil
TREATEF2x4xlV-0`LONG
2x4 SPLICE SPLICE PLATE CENTERED
ON SPLICE,EACH SIDE OF-� e TREATED 4x&
(10)Sd NAILS PLATE r NDi
SKID w/2 ROWS iOd:NAiLS SKID
EACH SIDE (34 O.C:STAGGERED "APPkOVED"
STUD:il OP JOINT
(TyP) 24"MAX 24° MAX DOCUMENT
1-WALL TOP PLATE SPLICE DETAIL 2-SKID SPLICE DETAIL
SIMPSONMTSi6 TRUSS TOP 2)'"-20 GA STEEL STRAP. TOP PLATE.
STRAP (MIN)
IN X EACH
CHORD WRAP AROUND JOIST&
NAILS(t611N}IN EACH ATTACH TO JOIST 2y2 20 GA STEEL STRAP.
END OF THE STRAP W/(41 i0d X 1a/Z NAILS WRAP OVER WALL TOP
AT EACH TRUSS. I3 S"NAILS
WRAPAROUND
EAC SIDE OF JOIST. PLATE.PROVIDE(3}Sd' 2x4 STUD.
NAILS INTO'TOP Ofi PLATE @ O.C. (END 11VALI
PORCH HEADER. PROVIDE(5)10d NAILS-MIN
INTO STUD/SIDE OF PLATE: (42x4STUDS
(SIDE WALL)
PORCHOOST
BEYOND :
REF DETAILS-ON 2x4 TOP PLATE EXTENDED
SHEET 50:FQR FRpM BUILDING at,a. {2}3"NAILIS
ADD'L INFO. t, - ATS"O.C.
2x4 TRTD BEAM ATTACHED TO
a a STUD
_ -EXTENDED TOP PLATE:
REF.FASTENING SCHEDULE
FOR ATTACHMENT.
NOTE.-REFER TOl/t3.0-F6R INFO NOT SHOWN. 4-STRAP ATTACHMENT. 5-STRAP ATTACHMENT 6-TYPICAL CORNERDETAIL
3-PORCH EAVE.DETAIL SCALE_il2"-1'q° SCALE 1'=0"
peceasw naafi -FLORDA�mmViNn&i607
°tipyg o - - - - D �i UILDIN - ' IMP1
a UTIL�'Y
No.772p9 , m
NOTE: REFER TO.FASTENING SCHEDULE:ON.SHEET,"I.FORATTACHMENT� PROJECT NO: SHEET NUMBER.
• I; INFORMATION NOT NOTED ON THIS SHEET. ,� DATE -07-21--2015
eO �e ° .0 Date 7 2Y - Ptah No. 1 J`u� -vt*{ DRAWN BY KLN $41-M-R.OO .tl ,°°4f AS- KiCHECKED BY: .f{L(ij
e+°` Approved By
.�09o0� e r
W, -a
0rQ11lAl.. -
allJohnEarineli PORTABLE BUILDINGSREVISION: SCALE:1°=1'-0
SIMPSON MT.S16 SIMPSON MTS16
(2)le"x S°LAG STRAP.REF 31S3.1 STRAP.REF 3/S3.0
SCREWS THROUGH (TYP) (TYP)
Top PLATES INTO RQOF TRUSS
4x6 P.T.POST (TYPI
P.T:PLYWOOD
CEILING AT PORCH
ONLY.
(2)5/e".x 6"LAG
4x6 P.T. SCREWS THROUGH
POST TOP PLATES INTO
4x6 P.T.POST
P.T.lx PORCH BOARDS
w/(2)3°NAILS.INT10 fi
CONT.2X P.T. EACH FLOOR JOIST
RIM JOIST
2x4 TRTD.BEAM ATTACHED TO TOP PLATE EXTENDED
EXTENDED TOP PLA E.. CUT CORNER TO PORCH POST
4x6 P.T. STUDS SHORT
REF.FASTENING SCHEDULE
POST FOR ATTACHMENT_ TO SUPPORT
(6)3°NAILS(MIN) PORCH BEAM
FROM END JOIST 4x6 P.T.SKID
INTO CORNER POST
P.T.9X PORCH BOARDS SOLE PLATE
w/(2)3°NAILS-INTO STUD WALL &P)
1-CORNER PORCH POST DETAIL EACH FLOOR JDIST
4x6 P.T.
POST P.T.1x PORCH BOARDS
wl(2).3"NAILS INTO
CONT.2x P.T. EACH FLOOR.JOIST �.
RIM JOIST 4x6 P.T.SKID
REF DETAILS 1&2/S3.2
FOR POST BASE
ATTACHMENT FLOOR JOIST
(8)3°NAILS(MIN) PORCH VARIES(SEE PLA1!) (TYP)
FROM JOIST 4x6 P.T.SKID
INTO POST `T NOI
NOTE:REFER TO 1/53.2 FOR INFO NOT SHOWN.
"APPROVED" NOTE:REFER70 DETAILS 1/S3.2 AND 2/S32 FOR INFO NOT SHOWN.
2-'INTERMEDIATE PORCH POST DETAIL DOCOMENT OPTIONAL PORCH SECTION
gp9c°va-e Wz aaay°d - - - - ..
s UTILITY BUILDING=-BUILDING ----,wl ID-=160--MPH -Fof-% -2014
9 Y`1 I 110.77209tS p. NOTE REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO:
INFORMATION NOT NOTED ON THIS SHEET. - SHEET NUMBER
DATE: 07 21 2015'
Q ee` .�.L. a he "DRAWN BY: KLN �l l
ms's • ,.• ee Date 7y Alam No 'aL KLN �o� YB-FLrKe - 'CHECKED BY:
�Oaeao . 4,00vee A{rproveif By
°p0p°a° pp° REVISION SCALE: °=1'-0°00007y3,I ohn Farincl0 PORTABLE BUIL®INGS