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•.av<�... December 21,2017
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Mr.Thomas Cam Dbell
Plan Tras•rny r 1Ilan Florida Department of Business and Professional Regulation
Cone v— 11Manufactured 8 llding Program
mmdmq Trpv Storage Ill 1940 North Monroe5treet
Nunuyal loll No Suite 90A
Menufeawer South Cwmlry SMEs llL'
Tallahassee,Florida 323990772
.s—v—• SCS Gal 100
s,npY wnrla I Maqufxtural South CountryS heck,I
comma I— Plan Number. SCSGabEa200
cdm"a—rrw vu
nn prouaro-r n Dear Mr Campbell
Flm Ruppnaxm syrt.m NO
urage Professional Sal Vloe Industries Inc,an Iraeltek tympany('Inte lel:P91"),part of mental Du ldl Science
Nbww
da Professional It rig
Wlm Vvlmtr 100 Coon E.ppunn D SOIutfOns,In Pursuant to the reGUaeminls of the Florida Department of Business and PrOfeSslOnal RegulMloM,the
Ilm nanny cur 6ivlw wale o n.. above referenced documents have been reviewed for conn pllance with:
I'll I-par Dead•p.r
M--Fill load So s0 :0 2017 Florlda Building Code,6^Edition
+ubrmre n..—hoot load 2014 NatioroI EkctiI Code QJFPA-A)
ROY lona :0 10
•0.•Maury er I wan•and a- 0.o•a Theso lan.—imply
Nmules pace nw•PnO 1 D with Florida'ProduR Approval Rule 61630-3.006(FAC)A signed and scaled set o/plans are
sm,.r.rawaor ro<n.n. maintained on file In the Thud Party Agency cfflce of PSI.
ApprorN for INrnurw NotMm u+.qe No
Dal rw use est n—ana p.Alc Site, r,o All mandatory comments have been satisfied and plans are approved for construction by a modular building
Canm«w manufacturer that is currently approved by the Department of Business and Professional Regulatiora.
Crrpinar Nan fraAmq r
UNe YAgemy allI!/11/z011Nov If you have any question—require myassil in any way lease do not hesitate to wntact me
nate SuEmrM VN:
axle KseptoJ 01/OT/TO:a
ataus Kupterr
Respe,tfully submitted,
Professional Service Industries,Inc.
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® Department Mail
Building Sdence Solutions
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nMu�a���.•row<.a�+:ruw~ur"'i,...aea�.��w.�.:u.:s�:�w,a:.s�n.Mm:;� r ••.�+n...�+ CC Orlando Penner-South Country Shed,LLC-oip scstigmad.com
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w Ilaen.E mm/aulding
PSI APPROVAL 2017-12-21 �
_ - EYu••Fror51t8
ROOF SNFATIUNO OPTIONS: '
OSB OR FI. N 20 CUSS C OEFEWEW ■
I TT81B FlEERCLASS SWNOLES ,a•m••awu•n•
29 CAUCE CORRUOATTD YETN. UN ANY ELTION) niw.rdm.Oa
SEOVREO WOII WN.BIOuI.TS(R'SDREW W/�•DWXFAO cu
OR WASHER O E•O.C.(ON la ROWS)
NDEs X-O'TONa'-o'
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IF
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iQ.c.
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i wRaNR ww[EmM VYGI
END WA TRUSS END I I TRUSS �i�i evv w u0
R SN9S
I I ' E-� DEBCRaRON GATE E
�---OPTIONAL PORCH-- 1 W/,LL TOP RALE 11S'P.T.F(SCU 0•-IY WEWIAN0-4 F —2'aa'TRUSS -
'ro 12.OW:flNANG O Ia'D.C.
ROOF FRAMING PLAN OPTIONAL SIDE GABLE
,ROOF SLOPE YARCS FROM 1:12 TO DI12 UMUUU. /LI/10
DDVELE TRUSS AT NIP FRbIWNG N/A
'ro IT'OYEPIMN6 OESIW PRES;UR6 ��_x�
UREN BIR-20 214'
OR EOVAL ALLB DOORB 0.0-A].9 wa anolu a odic•�PPE�ro
Nut I
d. �wlmialaaw.mu,aL
BRIOCNG 0'-12•-11 11'-0•IINL —� Iy�j aI Bari E�w m.
COMMON TRUSS
(END muss) Q ` 1m-�'at �naI
END WALL VITEN BIR-2O 214' s>n N•Iwa��Ima�
�z .,.. OR EDVAL
MIP MUSS ���'�;' �lCEN9F~'• /j�
LL'
�14
HIP TRUSS C� '
STATE OF
OAIX
auuoN TRuss -I-a•-u•avERMAVG g //b4j/ONA1
ROOF FRAMING PLAN
HIP OPTION urv,`�aoRti�.ae°iDlaue
1 meal; FBPR-1 OF 7
PSI APPROVAL 2017-12-21
B75I F•I�4ni,ItAi
MREK BMT-20 2.4' "•`M
OR EQUAL CQQEREVIEW ■
..MAX OPTIONAL 2.4 ROOF SEE HEADER DETR.•.•1••ti+••°••
PURLINS av[•m1m[[ I I
oo.�n u+•w,v...c r...of
2.4 TRUSS O 16'O.C. OPTIONAL TOP PLATES-
2.4,2.6,2.0 OR 2.12.
C'7
COOS FOR TIO
rm[1�aK
mmq 1[O[
2x4 5 OS O VM 2.4 S DS O _
16'0 .MAX, 16'0 MAX. [
oI°o2o1[
uaoMw.raw[[arruu
aoauvtt r
p Bom Krt o0
K �o
xwrxrt ra°rdmK uvc[
w uvat
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OR LESS. (2)2.6 OR(1) fl MS
4x6 P.T.SVP pp2 SKIDS ALL DUCROTON MTE I
2.4 SOLE PLATE ELSE. ExTRA 90D5 ON
FLOOR FRAMING 11'-0'AND WIDER e.ah.,.
4[B
[L
YAR,'c5 I sD MAX. •I vaRlEs� �� ba 4/20/15
VARIES]'-0'TD 14'-0' VARIES]'-0'TO 14'-0' N/A
END ELEVATION END ELEVATION fits-Q-x000
WITHOUT DOOR WITH DOOR ti.mR..a
wa ,r.q swwv
JOIST STYLE SCHEDULE w 4e,d"m o= R°'•e"
MITEK BMT-20 2'.4' BRACED VS.STRINGER(seg p[uep
OR EQUAL wW[oeRolu'a'cow BR.1pF➢smE ps oNolsmN's'rm s1RKem smc om°n
17 [•.T UNIT WIDTH O • •, , [�„�
g00F PRCN TO 9'-D' if)10'-0• TO II'-0' To 12'-0'TO 1]'-0'TO ta'-p' W
93:12 B B 6 1O' 10' 12' Z a�°�'maYOR$a°"' Si
4:12 B B 1a' 10' 12' 12' — n w'[ a'i+r• ni
J wwnona n„` `nIu•nar"'r`mi
6:12 10' 10' 11' 12' Ix' I]' ¢ wmiv
0'-12* - 14'-0'MAX. I 6:12 12' IV 12' I]' I]' i4' Z \\\\1 )2)AA
OPTIONAL INTERIOR TRUSS e:12 x' 1' l' ]' 4' S' d `������w•T•:.•8A4O4/
(LOFT SPACE)
WITEK OR EQUAL OR 2-14' OREEQUAL-20 2'N' \ r N
,AMAX• �� ���
I/
STATE OF lU
2'a6'BRACE g //OTS+ p p ?��
DIM'S(SEE SCHEDULE 2'x4'STRINGER .)' L O R 10
0'-12'—I! u'-Q'MAX. I 0'-12'-41 1V-0'MAX. 4 "/, DNA;%o\
OPTIONAL INTERIOR TRUSS OPTIONAL INTERIOR TRUSS I'll
BRACED STYLE(SEE SCHEDULE) W.M.x T.BNd-
MPE
STRINGER SE(SEE SCHEDULE) M_Urana° N
•NOTE-4:12 MAXIMUM SLOPE FOR THIS BRACED TRUSS CI
SME.SEE SCHEDULE/OTHER STYLES FOR STEEPER SLOPES FSPR-2 OF 7
•DDotPkSoW�QN rvi17-12-21
d
�A1R 610.
4,4 P.T.POST END WALL ...n..—�..r
(SEE OETNLS) CODE REVI.Mumn.nn ■
PfIONAL PORCN� SEE HFIOEfl oETAO.
WALL SHEATHNG OPTIONS: are en /
_MA-POSS OR SHFARUNG EQUIV.'AIM: O a
HAROEE PANEL OR EQUIV. V
SEE HTMFR VMC /// / / -JPYES HARDEE HORS.$WINO W OR EQUIV.
VINYL SIDING CODE FOR M
OET/JL i// / / ('PLWi000 lR 1aa111
SNARISTOE Ofl EOUNALENT
NMOEE PINEI OR EOUN.
29 GAUGE CORRUGATED METAL SWWG(RUN ANY DIRECTION)
THERMO EL OR NICUE(0.1ARD mq uxe-
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D5 xuuwuu slduc
Eln
h8 P.T.POST
B'O.C.MAN. END WALL
wawFb wvruon
2a4 STAGS O las SOLE PINE
1S'O.C.4A%. FLOOR TRAM.-
NOTE:WALL FRAMING MEMBERS ARE CONTINUOUS FROM duoMi
FOUNOATON SILL TO ROOF AND SECURED TO ENIURE A
COMIMTOVS LOM PAM. WHERE WALL MEMBERS ARE n yyq
NOT CONIIRUOVS,SHEET METAL CLAMPS.TIES
.OR CUPS n dortu:m
STANDARD WALL DETAIL SHAD l3E FORMED OF cALVMREO STEEL OF NOT LE55 OESRCR�O 9 ��
THAN Q.E F NOMINAL MICANIZED
WH DOOR & WINDOW OPTIONS
AWES 3'-0'TO 10-0'
PRONAL FORD"
O+n 1/20/10
FLOOR SNEAMwa OPTIONS SCS-6-2000
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11'-0'MIO O%DERRIF AND UNDER WALLS
FOR'NO FLOOR/FARM MN DER OPTION d
STATE OF �q
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BOOR JOUST,SEE SCHEDULE FOR SCE -FLOOPOUNS ARE��A - uHr 1nDM00R JTo n-r m ED-0'ro 11'-0' g �''��✓/ 10%;�\w`�``
-FLOOR\MIM NO SIUDS _
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OPTIONAL FLOOR FRAMING PLAN -NO FLOOR Wm1 SKIM Las TO SET WALL ON GROUND ndm ua.a.FGAIMR
Y NAI[,O.C.SPACDIC 2A• In' J
sA.>a FSPR-3 OF 7
PSI APPROVAL 2017-12-21
_��R•N'bIIM
SE
CURED WITH APB AS
FASTENER SCHEDULE COUEREVIEW ■
PORCH ENO 4'x4•P.T.
SECURED WITH STRAPS AS
e
414'P.T. PEP FASTENER SCHEDULE
CODE ro it
(1)1/4'x6'LAG BOLTS EbCN a¢4uwN _
END OF ANGLED BRACE TYPICAL 4'.B'P.T.
414'P.T. _(2)I/41E'IAC BOLTS EACH -
4'.6'P.T. ENO OF ANGLED BRACE TYPICAL
PORCH CORNER
PORCH INTERIOR COLUMNIN
.nN '
.PPK,..oaDA mn.nmr
. a
SMPBONEBR 4.CK POST
TOP PLATE
OR 2'.0r � I•, BASE BRACKET ON ar n
TOP PLATE 214'.2ATE OR 216' -�'.I. nXvu w,aulolN
TDP PLATE laaecNc oenul,mL�
ZIkk �7
O,C 'x( 4'a4'PORCH HEAD.4 P PES INTO ENO WALL
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4'.4'P.T. EOUNALENI. 645E ATTACHES 70 END WALL R 0[SCIUPTON DATE I
TIES PORCH HEADER 4'N'P.T.
TIES INTO 56)E WALLA USING{'1.6'LAG BOLT IAIMNULI 4.4 -
MINWWA OF 1 STUD HEADER ATTACHES TO BRACKET USING
LAG BOLT MINIMUM.
4'.6'P.T. 2'K4'.2-,G'OR 216'
UNDER PORCH 4'X4' 4.6'P.T. -
NIB
4/20/19
SECUflED WITH STRAPS AS N/A
PER VASTENE.,SCHEOUIE SIDE WALL SECURED WITH STRAPS AS
PER FASTENER SCHEDULE SDE WALL SCS-20GO
END WAIL END WALL (/)
~O
2.4'JACK STUD Z •..o •"��� °
PORCH TO SHED CONNECTION PORCH TO SHED CONNECTION
OPTION 1
OPTION 2 I—
J
w
ELECTRICAL NOTES:
\\'\OT......
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES p4, STATE OF
1
4, 20A GFCI OUTLETS O
5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. a '�iFSS•••.......•• ��+p�`
6. ALL SWITCHES TO BE AT 48"-52" A.F.G. z
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TABLE 1 — 160C TABLE 2 — 200D
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