HomeMy WebLinkAboutProduct Approval T�p:Jim Smalley Page I of 9 2U1t5_U!j_;.0 1621:16 (UIN111) '1?jum)U0zt0o*:5 i-ronn: vvay�,it-. riMILIVY
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Intertek-P51 Tel :)56V
tntertek 3 IN
1748 33'4 Street Fax+1407 304 5501
sr' Orlando,WaI19 lntertek.oarn/bUl ding
TRi. A'; Department
§11.14W T.- etMWting.
eft.LUcle County
~f,
January 15,2018
Mr.Thorras Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
RE: Plan Approval, Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lyons,GA)
Agency Plan Number: ROBIN GA FOCR2017
Dear Mr. Campbell:
Professional Setvice Industries Inc,,an Intertek company("Interiek-PSI"),part of Intertek'Building Science
Solutions,in pursuant to the requirementsof the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,e Edition
2014 NEC
Asigned and sealed set of plans are maintained on file in the Third-Party Agency office of PSI.
Ali mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved bytheDepartment of Business and Professional Regulations,
if you have any questions or require my assistance in any way.Please do not hesitate to contact nie.
Yours sincerely,
Professional Service Industries,Inc.
Victor C. Martin,PE#82379 Rrdzard Olds,FL Ml- S 45
Department Manager Modular Plans Examiner
Building Science Solutions BuIldin-Science Solutions
CC:Wayne Hartley—Robin Builders, Inc.(Lyons,GA)—wdhrobln@bellsouth.com
Iti Intertek is a brand name representing the Intertek Group Pic legal entities,including but not limited to,Intertek
Testmg Services NA Inc.,Professional Service industries,Inc.("INTERTEK-PSI'),Architectural Testing Inc.("INTERTEK-
ATI"),and M'r Group Inc,("NTEATEEK-1VIT").
www,intertek.corn/building
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1.THIS STRUCTURr HAS-01112N='IGNED IN ACCORDANrC WITH THE
,2.ALL WIRE 514AJ.L UU912 7141-IN SOLID COPPER
2017 FLORIDA BUILDING CODE 6ru EDITION.2014 NAIONAL rELrCTRIC CODE, PROTtCTEO PER L014 NEC.. r-lYTURJ2 LOCATIONS&TYPE MAYVARY.
2017 FLORIDA FIRE PRE-VrNTION CODE*AND ASC E 7-10 FOR 100 NIPH'vljb*4D VELOCI'rf
(3 84-COND GUS'l).F XV(3SUKE G FOK PAR I IALI Y ENCLI X-5ED BUILO]Nas. 13.ALUMiNUMWINDOWS-TYPE,SIZE QUANTITY AND LOCATION MAY VATW,
MAXIMUM WIT4001-1 SIZE 46"WIDE e.JV,1-1101-1.
2.ALL MATERIALS AMPLABOR RHALL BE INACCORDANCE WITH THE ABOVE GODE AND Z
ALL OTHER APPLICA9LE CODES. 14.OPTI
MESA ALUMINUM 4"I-AP ALUMINUM Wau PT 7-111 SIDING,VINYL SIDING
WITH ENERG
-N`TLAL LAWN STORAGE.50/129 P5F FLOOR LOAD. OR LPSMAR7$QE.ROOP COVFRINGS Nfa r
3.BUILDING CLASSIFIED AS RESIDE
f,HIf-.1GLE 900F OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR ta j_.
4.WRITTEN DIMENVON 8 3 Hl'll-TAKE PRECEDENCE OVER 8C�NL ED D I MENSI ON a. PERMATILr�OVER 711 G"0SO AND 15 I.S.FELT.
S.OUTSIDE OVEPA-11.DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOW"j-PUT MEMBER F.USE 2-114'x.099'GALI RING SHANK NAILS FOR ALL CONN11-C-TIONS BETWEEN a
SPACING SHALL PIO) LIV.f FS AS INDICAI 1=0. if D.Et�011'4Er=REDVVOODANi:)FIBEI:kCEIVIENISVE)ING-R.AN.'DFRAtIE:.
6.ALI.FLOOR SKID&JOIST LUMBER TO BE#2 SYP KO PT. i�z 0
ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE#1 SY' FIELD.FLOORING ORIENTED PERPENDICULAR rO FLOOR JOISTS. '4
KD
PRESERVA nVE I RFATE-0 MACCORDANCE WITH AWPA Ul AND 17.rOUNDA!ION FOOTING AND ANCHORINO OF UNIT WILL BE THE C"WHER'S
B.TRUSS VESIGNED TO SUPPORT D.L�L.L.-:35 PSF.
RESPOWDIBILTI`YrOR COMPLIA14CE WITH LOCAL,COUNTY OR MUNICIPAL CODE
=hIFJlJT8 FOR THIS STRUCTURE
9.ALL ALUMINUM SIDING/ROOFING T'0 BE 3004 ALLOY CONFORMING TO A�ST 1,1 8-209. REQUIRE
32,000MININIUM YIELD�TRENGTH. ROOF DRAINAGE PER 1503A&R903.4
lia.USE ft X 314"rPE A'SHEET METAL SCREW FOR ALL CONINFCTiONS BETWEEN
-R ATTACHED ON CONNE�;TIONS BETWEEN ROOF AND FT4A(",F- SIRUCTURAL LOAD LIM11A]IONS
SlPACVNG A9 FOLLOWS:
ROOF/SIDING-INTERIOR MEMBERS 10OL, VLOOR LIVE LOAD:
C51DING- 12'001 BOTTOM PERIMETER" A.50/12w Nr
i�At4l�L1,1�-:I-IITWTl�3111111,,I.,Lllil=flA..PIAIIIINIIIGE.110 RIS
» DOL113LE ALUMINUM DOORS GARAGE AND PREHUNG STEEL alm
yATTACHED 70 Vr"ICAL 00ORJAM4.OPTIONAL DOORS INCLUDE Ll�.D;
—
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AND WIDTl REQUIREMENT If BlJJLL)tNi;i IS +409,8F PER FBG
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10)1.25"X.105"NAILS CTYP.) X4 SVP 411 K17 BOTTOM PLATE L�In`44
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4' SIN Lr )ICLIX & MIK t
FMPE8MENT OF 24*. LUC TE RISK CATE60PY I BUILDING EXPOSURE D L
END VIEW ANC;i RS ONLY ALONG LING 160 M.P.H. 0 SEC GUST) EXPOSURE C G
'n to (D
SIDE OF BUILDING. END ANCHORS 2017 rLURIDA BUILDING CLII�E 6th L13111ION T, ,, F
SCALE, N.T..i WITHIN L' OF ItCH END, IHLN 10. MAXIMUM INTLRIOR SIDLWALL HEIGH'I LN T Iv
,--
v W MAX ANICHUR SPACIND. BUILDING IS 8'0' INSIDE WALL HETriHT .4
IU MINY111UM WIDTH OF FLUOR IS IV113' WIDE
la. MAXIMUM LENGTH 0.' FLUOR IS till' LONG
1.1. PIFR 1�!`Ar.Tt4fl RFQ[JIP1rNrNT!, !�AMF A!�
N2
i
I H`
AUGER ANCHOR SPACING REOUIREKPATS
ANKH❑R ATTACHMENT DETAIL
SCALE. N.T.S. ur N
rOUNDATION ANGHOR11VC;I IF.EX)INN jY-1.31'1114
21.44 DASEPLAT2 (1) 1/," ZINC PLATED NUT TO BE ESITE DESIGN AND LOCALLY
PERtAT I ED
1/4' PLYUMOD -<I) 2'n2'xlvVl ZINC PLATED WASHER
dG GAUGE G-90 GALV
__-Px4(6)Pr RIM JUISI 1/2' VIEU1,L ANCHOR wjrH J!�E-_ 1.5'V v 113
SHAPED BRACKET
1/2' y 12* EYEBOLT 3' MIN EMBEDMENT INTU ATCACHED TO EACH r.nSUPu,s:mari
SOLID CQNCRrTF SLAD STUD . F"TLNEII W/ rstkc4kwz
THRuLIGH 2.x4 WALLPLATF 125, Non—t
_ —EYE BOLT A7TACHED T12 ANCI;OR WITH 00- O.OS9 g!OPIN BLIODERS INC
2,.1 PT BOTTOM PLATE. PIING S:iAi`jK`GALV WAILS S. STAE §Y.
30436
Cl) 11a,ga, ZP DULT. <2) Pxe,4/0, SPA"114C Or ANCIIORS TO mLk=0J0Z4W
AI.0-145 ALL
LP WASHLY,(1) 1,a' Z11 NU I BE 'MAY i T
4 BASEPLAiE
_�A-24 SIMPSON(or EQUAL) FOUR WALLS WITH I
8704 UPLIFT WITH LIZ!' VEDGC ANCHOR 141-1 HIM Y OF "j-011
APICWOR HIN 'V FRIIEUMENI. FACH r.r1RhFR. P.T. BASF
L
rCATE ANrHFIRS Ut4i.Y Af.13,NG
CONi�R17-TC-SLAD Df LONG SIDE OF BUILDING. END 71" ETC SLAB BY
ANCHORS WIININ.2' 13P FAL'IA MIN LOCAL CODE
UT LRS LOCAL CODE 41 TIC DOWN DETAILS.
111NA A)RiSVICTION END, THEN 3' MAX SPACING AND JURISDICTRIN
Apply v=11
D APPLY
71
u Tz
SHED WITH AT*TACHED SKIDS SHED WITHOUT FLOOR V
"IJE DOWN
rq.
ANCIHORED TO CONCRE-FE ANCHURED I'D CUNCRETE
d"e. ........ 1-2/20/17 113 Of
FNF) VTF\d
EEND VIE,d ow",r�T
k_aS NOTED I
SCALE. N.1.S. PSI APPRC.lv,%L 2012;-07-'S SCALE-
USE 1/2"DIA.RED HEADS
CO3.035 GALV.STRAP OF 4750#CAPACITY OR EQUAL @ 2'FRM EACH END&@ 8'-0"O.C.(MAX) c«"w Now
PATIO ANCHOR MICS-2
OR APPROVED EQUAL 0 11
STRAP IS THREADED W/2 1/4"MIN EMBEDMENT N-
THROUGH SLOTTED BOLT IN 2500 PSI CONCRETE .035 GALV.STRAP OF 4750#CAPACITY z c
-- -- - - --- ----- -- - - -- - -- - -
-- - -O-I
--- -- -
&AS THE-BOLT TIGHTENED, tn
THE STRAP WINDS AROUND a I
THE BOLT SHANK.
J
J
a G
3 a
00
DOUBLE PT 2X6 SKIDW _j a
00
3 1/2"CONCAETE SLAB. o Wa
DOUBLE PT 2X6 SKID d c z 3 0
W Z 0
a +.A.r,.�,,;,d,•;:'��•, CONCRETE SLAB BY OTHERS z J a
O �.;:.,:`s;i_<+`• :;t ;; LOCAL CODE AND JURISDICTION APPLY 4 a a a
2"(OR 4")X 8"X 16"CONCRETE BLOCK GENERAL . NOTES BLOCKS&TIE DOWN ANCHORS SPACED 2' >to 0
FROM EACH END,THEN ON MAX.8'CENTERS.
TIE DOWN ANCHOR: 518"X 30"TWIN 4"HELIX(#30DHC2)OR 1.BUILDING ANCHO S 1 TO EARTH SHALL BE M�O
5/8"X 24"6"HELIX(#24SH OR EQUAL FOR SOIL . in ro
A 5/8"x 30"TWIN 4" EL X OR 5/8"x 24"SINGLE ti a cq
MODEL MRA(#24D C1)O EQUAL FOR ROCK 6"HELIX OR EQUAL FOR SOIL WITH AVERAGE w M M
HOLDING POWER OF 4 000#
TIE ®OWN T O GROUND 2.MINIMUM EMBEDMENT bF EARTH ANCHORS 24" , Fa a m w-04
U
3.BUILDING ANCHORS INTO CONCRETE SHALL BE Q4 rn N a p
1/2"WEDGE ANCHORS WITH MINIMUM 3" N cn vi I o W
SCALE:2"=1' EMBEDMENT .4 va
4.LOCATE ANCHORS PER SPACING REQUIREMENTS a o"- z
SHOWS HEREIN W
LOO m z „L_
5.CONCRETE SLAB CONSTRUCTED TO LOCAL 'n J 0�0;
BUILDING CODE '
U
6.END PAD SPACING IS END OF BUILDING TO
CENTER OF END PAD C
f_a .�
7.PAD SPACING OTHER THAN END IS CENTER ai W=
TIE DOWN TO SLAB 8.TO CENTER 0 J U J H
BASE OF EACH PAD TO BE 8"x 16"x 4"SOLID CONCRETE O U J
BLOCK(CEMEMNT AND SAND MIX 00<m
C 'E: = 9.HOLLOW OR SOLID COBXCRETE BLOCKS MAY BE
DRY-STACKED ON PADS FOR HIGH SETS UP TO
48"WITHOUT REINFORCING
2X4 SYPKD STUD 24"OC 10.ANCHOR SPACING IS BASED ON ASCE 7-10 FOR
RISK CATEGORY 1 BUILDING EXPOSURE B No. RMYOM1/wwe.
1/2"EXPANSION BOLT 48"O C 160 M.P.H.(3 SEC GUST)2017 FLORIDA BUILDING
2 1/4"EMBED WITH 2"X1/8"ROUND WASHER CODE 8th EDITION _
11.MAXIMUN INTERIOR SIGDEWALL HEIGHT OF BUILDING
12 MAXIINSIDE
UM WIDTH HEIGHT
F FLOOR IS 13'6" ROBIN BUILDERS,INC.
2X4 PT BOTTOM PLATE 13.MAXIMUM LENGTH OF FLOOR IS 50' 552 S.STATE ST.
14.PIER SPACING REQUIREMENTS SAME AS AUGER LYONS GA 30436
ANCHOR SPACING REQUIREMENTS
912_5
12 526-3266
CONCRETE SLAB
TIE DOWN DETAILS
NOTE:WITHB(3EBOTTOM
XT 1020 NAILS AND WITH HE/2TOWIDEUDS
X
WITH(
26 GA.GALV."U"STRAP AT EACH
STUD TO BOTTOM NAPLATE CONNECTION. - -— -
(14)11/4'X.105 ILS PER STRAP.
f-AS
BC 201
E
9 1:1:OF1
TIE DOWN WITHOUT FLOOR D
SCALE:1"=1'
r