HomeMy WebLinkAboutEngineering i 1[ 1fl" 't' FLA Manufactured&"V Program
BUsi neS`f` 1940 North Mame Street
Professaal tem'
ralwnasse�, Flonda 32399-Om
Phone 850487181{• Fax 8511 414 8436
Ken Lawson,Secretary Rick Scott,Governor
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc.,located at 2323 S. Volusia Ave,Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS (www.floridabuildina.oro)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
SETUP AND INSTALLATION OF SINGLE WIDE SHED y^� SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDINGIS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR II 1. BUILDING IS PLA .CED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS l� 1
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE.PROPERTY LINE, ETC. ll PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP �-`- )'--'1-�"L'-�
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER,AND OTHER END TO LEVEL. ONCE THE l `�
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THEis SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1k"x4a" --- -- --
3.AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE '
SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30•AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATK>N
THRU THE 2•x4•BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). CODE`ER90N
1/2"THREADED ROD (FOR A•HIGH SET-) IS SECURED THRU THE HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS MM�FACTWFR wFpRa plpls
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS W17H NO REMOVED. BUXDING TYPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CON5rRUCH4N TYRE v-p
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION Nps
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM OxE vvPpEssW SYpIFY NpHW
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" occwANtt FHprs
WEDGE ANCHOR. AILaRARD KIR OF sTaRRs +
7. IF THE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2•x5•WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS B WWn.R..R R•'1•RRK'
2•x4•BOTTOM PLATE.
EXPORJRE
1. BUILDING ANCHORS SHALL BE "MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ENMMMIE OHMtrm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL. AVERAGE
wFORINAL pRpyXq ,
TABLE 1 ABLE 2 TABLE 3A HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. p.aRAKa FAma h
H RI KI N R P p TYPES 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). RaoF oEb Lw4o Iw
LOCATE ANCHORS PER TABLE 4A OR 40.
SHED WIDTH UPLIFT(PLF)m
SHED WIDTH X1 X2 A
TYPE PAD DIMENSIONS MAX.LOAD- MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LM Law
20'-0' 400 13'-8" 1'-10)" 1'-,D)• • 1 " 177USS CO CRETE BLOCK0 (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. flwpR pflw LnnCEMENT ANDSAND MIX FLpOR LM Intou'-e' Teo 11'-s' 2'-e 6'-4 n 4:e x16 35oaes COMCR E BLocKO TABLE 4A x RUING ARF Ill"FLOOR.ROOF RAA
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE11'-8" 240 10'-0• V-7• W-10• III 16"x18• 3950LBS ABS PLASTIC PADS MaoLnES RER�� '
SHED WIDTH LW UPLIFT(PlyEND ANCHOR••11AX.INTERIOR SPACING••• URRKux PR0TTDION 16Aw[10'-O" 200 9'-O• 0'-9• e'-6• N 814"x18" 1900LB5 LK13'-8• 7.00 243 O-0•W s-0• 10'-0• "uRR�C��8•_0• leo 8'-0• W-10" 51• •BASED ON 2000PSF SOL BEARING CMADm(20DCPSF a TYPICAL) sELARE FOmiwE Im rNw TLq Far.
ypj� 11'-a" 6.00 208 LT-0•W s-0• f0'-0" REVISIONS
8'-0• 120 -VALUES ARE FROM END a JOW TO CENTOIS a(2)4'.4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(e'.e'.te�MAY BE STACKED
SKIDS ONLY.13'-8'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 4e'WITHOUT REW ORCWG. 1O'-0" 8.00 174 D-0•W s-0• 10'-0• REV I DESCRIPTON DATE I BY
2.ABS PADS REQUIRED ON II'-B'AND 13'-8'WOE SHED ONLY.
e'-o• 4.00 +3e D-O•W s-0 ,o•-o•
TABLE 3 s•-D• 3.00 104 D-T W s-v
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDS
TYPE
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TAB. B
30•AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER
PAOPADp SHED WIDTH LW UPUFT(PVF)END ANCHOR--MAX.INTERIOR SPACING... D„•��.
WEB
13'-8• SW/DW 4.18/332 0"W Or 6'-0• 1936LB I,I1,III,OR N 1879LB I,11,111,OR N N
20'-0• 10.00 100 O-0'W 3'-0' S'-0' 0 DAR:
11'-8• SW/DW 6.00/480 0"W f W-0• 2558LB I,It.III,OR N 255" I,11,III,OR N •LAND WIDTH OF UPUFT ON RUNNER W 4/26/16
••LOCATION FROM END WALL OF AUGER ANCHOR
10'-0• SW/DW 6.00/400 LY W S 6'-0• 24ODLB I,I1,III,OR N 240OLO I,I1,III,OR IV •••MAXIMUM SPACING BIWEEN ANCHORS U) N/A
8'-0• SW 4.00/320 C W 6• 8'-0• 2029LB I,it.III,OR N 2133LB I,II,III,OR N 1.MES OR SPACING IS DESIGNED AS PER ASCE-T. W ALL
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER.
e'-O• SW 3.00/240 C W Lr e'-0 1658LB I,II,III,OR N 1866LB 11,III,OR N 3.ME MINIMUM NUMBER OF ANCHORS PER SHED IS(4) (1)ANCHOR PER EACH CORNEA. 1.FOUR DA ON PLANS ARE NOT PART OF THIS
•
LOAD WONT a I1PlsT ON RUNNER BETWEEN
INTERIOR ANSE
ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' PLAN T AND ME GOVERNED BY LOCM
BETWEEN MCHORS.. JURISDICTION.
NOTES 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED 6 PULED NEXT TO M 2.THIS BUILDING IS EXEMPT FROM THE FBC
1.PAD ANM SPICING 6 END TO CENTER OF PAD. EXISTING BUILDING:IN WHICH ANCHORS CBE PLACED ON THE END WNA3 AS CLOSE W ENERGY CONSERVATION CODE PER SECTION
2.PADS DINEIT THAN END PAD SPACING 15 CENTER TO CEM0. TO THE SIDE AS POSSIBLE. -) 1016.22.
3.USE SAME MAXIMUM SPACING FOR INTERIOR SPAC040. O] 3.REFER TO TIE-DOWN DETAILS FOR PROPER
Z) INSTALLATION REQUIREMENTS TO MEET CODE.
w W IT &,q JI
JI
2'.2'GALVANwED WASHER (' \�
2'.2'GALVANIZED WASHER WON 1/2'NUTT -1/2'THREADED ROD \\A, ; \,\CENSE
MIH 1/2'NUT OPTIONAL FOR*HIGH NOTCH OR COUNTERSINK BOLT Z \ ,•••
1/2'THREADED ROD ETES BOLTED TOGETHER WEM 1/2•x2' THRU 21i.0 1. PLATE V) T'••
OPTKNNAL FOR'HIGH SET' 1/2'PA�-2�.\-
BOLT k NUT"M(2)2'.2'GALVANg 2'.i BOTTOM PLATE HALED
1/2'COUPLER WASHERS(2.0001.8 SHEM CMACRT7
TO 2'.6"P.T.BASE
1/2'.6•poo Le.)INTO SIE W - '-
I/z•.Ir FORGED EYEBOLT :. MIN. WEDGE ANGOR INTO SLAB MN.
THRU 2'.i v.r.eonOM PLATE ,(SEETABLE1FOR svAUNc) `------ETES BOLTED TOGETHER WITH 1/2'.2" 0 13' STATE OFBOLTk NUT WOH(2)312'C✓LVMIZEO TYPE I,p,1N,OR N PM WRHGONER E WASHERS(2.000.8 SHEAR GPIGIIV) /�ITITTtqBLOCNWC A5 REWIRCO(SE[TMLE S)_ CONCRETE WEDGE4NOUNCiB. $CLIP OR II�NEOUIL LOCAL CODESWOE ND OTHERS
TJUR501CTx3V HIGH LOCAL CODES ANDYJUURIISDICTION H Z �'j oT'•., F(O R 10 P• ,r'•�'2A�\\
YY EARTH AUGER ANCHOR-✓ Y I (SEE TABLE 1 FOR SPACING) Q ///l`ns•Y'........... •..••.� \\\
IS
TABLE.FOR SPACING) It
WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION g ��//////DNA; \�
TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETEIt
J Mp11Ne T..11.in P.E.
TIE-DOWN DETAILS �
Q floFiOo License#64608
cz Sheet: AD-1 OF 1
117fol»I01ion
--
PSI APPROVAL 2017-12-22 lft'— Tb Build On J'>
CODE REVIEW
ROOF SHEATHING OPTIONS: . Professional Servlc Industries —L
qv
— 1�» OSB, 4" OSB, OR 4" CDX PLYWOOD WITH 20 YEAR CLASS 'A' 33rd l
Orlandrlantlo,Flotlda 32838
225LB FIBERGLASS SHINGLES AND #16 FELT Department Manager Vidor C Martin,PE _
FL PE#82379,LA PE442017
D4 ALUMINUM LSUCCC NU02436
29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION) SECURED WITH CODE INFORVATION
MIN. #14x1.25» SCREW W/4" HEAD OR WASHER ® 8" O.C. C00E0N a -
ua4.lpnaca
40'-0" MAX.
MAX.IF
wanwmc .may u„nom
camwlclioR,rrc --
_ r�r.o2cnw b..
s.c s..M."m,N �
,1uo.ri Mllbn ar sew -
awc
eYeeauac
wlo6.a rtaswac oxnlooR .;-o..
14.amalcp Ew:IM [.[.
aoo.auo la[o [..
��� ww.gnuw
naw ow as
� SLOPE
naw I/,E Iola m asn.-Is01 art.
x Iwnw ar nua.rtoalt Moor
I10011rF3.or want [
ra4uanaa PROECIION Iawx -_ --
1 x RUNNERS OOOrAE sanm wu
OD aaualp raoaln 1.wva w[u -
I REVISIONS'
i•3 DESCRIPTON DATE I By
O
N �0
m I 2"x4" TRUSS
24" O.C. wra
En
LLJ MAX. Z 11/19/15
Of g N/A
1
d 55-CI-1800
W .���ea 1wr wr ar>rw»w m rw lw
END W JIL TRUSS END W LL TRUSS-/
SLOPE (n
Q Y OwlaaL OrrOa.01,®.Ac.u(a.r la W,ac[n
< •�.O 010 Im m n.VAt xN[u,.o'4»NN
G OM�I�Ow D w!O.WIn dFYrt Ov Oeui 7M.0,uu,
1.ML Owa�JO wO6 F 14i M WMY vtt.ungs
I l pw�0y� .Y0w6M 0 b MaallpaalwxwH 11Naoe
Z
10aa&OW
m SUP 6 bi M10»v[
Z `%j\\11IIIII/III/
[PTIONAL PORCH-4' OR 6' � 6W.T•; aq��'
%CENSC
3 OVERHA O
OVERHANG DESIGN PRESSURES1"x4" FASCIA ` —
ROOF 1+27.8/-94.7ROOF FRAMING PLAN
\ �':• STATE
WALLS/DOORS/WINDOWS +32.5/-29.2 '��°'• 0 R I O P �`
W Uh-T.Sold*ln PE.
O Rondo Llc 64608
O shoat: FBPR-1 OF 6
1
Hca Information
MITEK OR ALPINE 2'x5' �m.ToBuildOn ; L
OR EQUAL PSI APPROVAL 2017-12-22 Jey.«w{.a«.w�•w rer
mR CODE REVIEW I I
z'xa'COLLAR S Professional Service Industries
OREALPNE 2"x5 174833rd Street
4B OR EQUAL Orlando,Florida 32839
Department Manager Victor C.Marlin,PE
FL PE"2379,LA PE 942017
LSUCCC#U02436
3-i1 APoE
2.4 STUD CODE INFORMATION
24.O.C. 4A K. waE 1sasION a�iEeOec
WMFACaamr YOeoe{�{ I
{Ileall{lYF[ I
mK�eucrpa mE w
rYIE raOTrrnaK
2x4 BLOCKING ON---""' ME SeRRE5sMs1 sYSIN aEr[ 1
END WALLS ocnveK' {aMt
..wLa s MAW OF b101aFs
{A9c,aL v® a ray
oeos aE
Oac,oduft maem
MUOME ivitsu IE councow
AlrpaEAKOE r/craa E.r{
near MM 1G1U Meal
2x4 SOLE PLATE 2.4 SOLE PLATE aaar ud rOeD arw as a_ra{a Im{
a FLOOR FRAMING Rana aFAo rnw Ew
noa we few w nr{r-Eyfl an.
1l•ORION Or Rh S FLOOR.MK Iln
woetim m altar; r
WARN[RearicrION us.1aE b
L_ I%J r.aur.�c snta utert w
saw[FOOTA F 1M aart.Re ru
VARIES 6'-0'TO 13'-B� VARIES 6'-0'TO ,3'-a' REVISIONS
ELEVATION CROSS—SECTION END ELEVATION4'x4'P.T.ATTACHED WITH REY DESCRPTON DATE er
H24 OR EOUNALENT. SEE
TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY AND
SPACING.
Z D—
g -: I
11/19/15a j
NA I
ESI
W SS-G-,BOC
�,•l 2x4 S JOSO nun uE rn nc nnl v tt wt I
24'0 MA%. Q z�n°mo1f1pu"rte me�mcv oaaEawor
(2)2'x4'WD FIAT wwE'u°rwrs oE4"r°Er `x+muE�new
rtrc nuxsEs.r,c.wE aE Ir an
in
Z 7.44x.°*4.Mµo was,o w ME W�s.rx.r•..aa
2.4 BLOCKING ON Z unr.smus'a"`cw e<eLOOCon rww s,elcn.w W{ta
END WALLS aua&.;r' m ru-niE.w'�a
2x4 BLOCKING
ix
(2)2•x6'LAID FLAT un
Z � T'IQ
� �f'•.............
1
0 ���A, \yCENSF
2x4 SOLE PLATE
FLOOR FRAMING ? t
9. MAY. 0 r ix-
} i '• STATE [E/`
g
i.iJ '//
VARIES 6'-0'70 13'-9' VARIES B'-0'TO 13'-8' �llll 111\\`
END ELEVATION END ELEVATION Matln.w T.Ba Baldwin P.E.
WITHOUT DOOR WITH GARAGE DOOR ra oe ue.=OF6
Z FBPR—
(ONLY ON ENDWALL) F W
I 4x4 P.T. POST ��N-�c. 6lfamntion
(SEE DETAILS) PSI APPROVAL 2017-12-22 LMJ'.ToBui(dOr:
'
V'1.6'OPTIONAL PORCH-1 END WALL •DOOR&WNIDOW LOCATIONS VARY k'+'•""'e•`�"'^`+•^'""e __ _ __
CODE REVIEW I f
4AIL Professional Service Industries !—� ►!�—�i--
1748 33rd Street
/ / Orlando,Florida 32839 —�
Depanmenl Manager Victor C.Martin,PE '1✓"�"�"'
WALL SHEATHING OPTIONS: FL PE 1762379,LA PE✓:42017
/ OSB OR SHEATHING EOUIV.OR BETTER LSUCCC pU02436
2x4 JACK STUD
tIE— / / / -CORRUGATED ALUMINUM
2•MAX. D4 ALUMINUM SIDING CODE INFORMATION
EE HEADER ]`OR I'Ti-11 SIDING coot�arsroN
DETAIL —JAMES HARDEE PANEL OR EQUN. 4AMFrcnMtDr
/ —JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. Bulxlx:rs[
29 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION)
1.4 RUNNER // / // /// -THERMO-PLY BLUE(0.136 THICK)WTTH VINYL SIDING r
ON INSIDE
rrd // / ALLOWABIE NJIrDt d STOIa
> / sac V,w.srEm r lee•y.
4.6 P.T. POST nFos�nE
6O.C. MAX. END WALL
MDaY Fx6AR CO[RYJFNI �/-nre
NPORWYE FAGTtlI
2x4 STUDS O 2x4 SOLE PLATE soaF orAo�o "'r
24.O.C.MAX. FLOOR FRAMING soar u�E tdD .es m raelr lap
rtDox oUD IatD rery
FlDos u.E tdD -tw orx
NOTE:WALL FRAMING MEMBERS ARE CONTINUOUS FROM m
FOUNDATION SILL 70 ROOF AND SECURED 70 ENSURE A 's'wxc a YtYts.Woos.xoor W.asrr
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE lbotxu Pm
ALL STUDS SECURED TO SOLE PLATE NOT CONTINUOUS, SHEET METAL CLAMPS,TIES,OR CUPSAND IllmnuE IMD1rD110M es1D[ kF
STANDARD WALL DETAIL LSAF18 W/6F FRAMING
NAILS ORMPSON EOUAL SHALL .0 FORMED OF THICKNZEDESS.
STEEL OF NOT LESS M yo
THAN 0.040'F NOMINAL THICKNESS.
sal.xE rooms ex�
WITH DOOR & WINDOW OPTIONS REVISIONS r,
REV DESCRIFION GATE BY
0'-0`MAX.
'&6'OPTIONAL PORC"
x I —- — -- -— -— -- —- — — — TABLE 2
— — ----- ------ ----- -- — — — —— — — -- — — — -- z
wIB
SHED WIDTH XI X2 X3 °"`
11/19/16
FLOOR SHEATHING: )3•_g• 1'-10]' 1•_10]• 1'-10f' 4.
-3/4•PLYWOOD Of vQw7_N/A
-3/4•P.T.PLYWOOD 11'-8• Y-e' W-4" W SS-CI-1800
-3/4'T&G 10'-0• 1'-7' 6'-10` - H
-3/4`P.T.T&G (n 'ow.weo niuuurc lar wn a n.e.ux ra wn..r
8'_p• 0'-9' 6'-6' - Q ms snow a om)'n:a rr or..cwuxa,�w
6'-0` W-10• 81' a..01 ss..-
--ALIAS ASE FROM 00 OF DOST TO DOOM OF W 4•x4•
mos ONLY.IS-r WXX:s[D6 WAQ(4)SEM 6F moa.
R w 2x4 P.T. S.Y.P./2 PULLING
x x BLOCK
z
2x6 P.T. 24`O.C.TYP. ♦♦♦♦��E.......:.Bq
OPTKXUL 125PSF O 16`O.C. O ♦♦,t� •. /i
> TYP.WITH 3/4`T&G PLYBOARD C) `♦ •r'• OCENSE
Qi
4•x4`P.T.ATTACHED WITH 7
H24 OR EQUIVALENT. SEE O 8
TABLE 2 FOR QUANTITY AND }
SPACING.
p STATE ;rk
O �ORLDP /cam♦�♦
61
x -- FLOOR—- --- -- ------ ----
JOIST,
---- ---- ----
- /•.j..i....A
----- - ---
JOIST, .....1.�
\```♦
SEE SCHEDULE FOR SIZE Matthew T.9,Wn P.E.
J Florid.Licenxs#64608
J
FLOOR FRAMING PLAN G Sheet. FBPR-3 OF 6
S� Injdlnudion
PSI APPROVAL 2017-12-22 �ToBuildOn ? -
y,,."...a"...�•,..W.
CODE REVIEW
Professional Service Industries
1748 33rd Street -
Orlando,Florida 32839
Department Manager Victor C.Martin,PE -
FL PE#82379,LA PE#42017 ��� '
LSUCCC/W02438 ((
HEADER DETAILS cODEI FOR TION
aoE
End Wall Header Schedule (180C) _
Side Wall Header Wall Header Schedule�180C)
Building Width Size{d) Max. Span NJ{b} Fasteners(each end ct�p
Fasteners w/strap ){ ) MAW
Size Up to 14'W ide 1-2"x4" 6'-0" 0 4—3"x 0.131"nails atSC«C WID w
Max. Span NJ{b) (each end) 2-2'x4"(c) 9-0' 0(d) 6—3"x 0.131"nails °
pC1e9NE
111"X4" 6-0" 0 3—3"x 0.131" Halls a.Tabulated values are for No.2 grade Spruce-Pine-Fir lumber. •'�
4"x4"v�2"x4" 8'-0" 1 6—3"x 0.131"nails b. NJ-Number ofjack studs required to support each end.
c. Laid flat
a. Tabulated values are for No. 2 grade Spruce-Pine-Fir lumber.
b. NJ-Number of jack studs required to support each end. d. No Jack studs, but 2x6 studs laid flat. naax aE � Es.
x MtE1G a wus.rwox,aoar w.
c. Window header for window openings that have more than 50%combined stud wall above
and below, otherwise use door header schedule. -NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
d. See header details for alternate layouts, i.e. 2-2"x4"Or 4"X4" P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. REVISIONS
3. WINDOW HEADERS HAVE COMBINED 5OX OR MORE WALL FRAMING ABOVE REV DESCRIPTON DATE I BY
e. The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
equivalent and use the maximum span stated.
WALL STUDS
Zwra
a.k
11/19/15
d
SINGLE 2"xN A
4`
EXTERIOR HEADER
SHEATHING Ld Ss-G-1800
N ."woor —w run.ns—mwo-
1 }�t (2) 2"x4" WITH 1/2" PLYWOOD Q x.�.ao a oi�"ncl�ii.'av a"wu
t- OR OSB FILLER OR (1)4"x4" 2"x4" 'rw a Ex:ea nr n...axm
i'
' `bEAx11a6 n.xnL rixa a"o"IaEMY
I 12"x12" OR 16"x4" BETWEEN J4"x4" au°0°"oa °rOm � ono+n.0 wx
' WALL STUDS. VENT IS SECURED i"xwa.xo Daae m,1ar*"II,"14 vnsraio,a
y vt TO SHEATHING AS PER 12" MAX. Z r�i.'*�,
't MANUFACTURERS INSTRUCTIONS
r"vaem,wa M�.00 om"m nm.ne
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & �� T.III,
(OPTIONAL)) & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" z \\\\��Ew,,,?•;,eq�o%
D �\ oCENSf
0
_J f�
J :• STATE
0. FO 0 R 10
Cr /I 1 0�........ ;`\\
Ld L1atth w T.Baldwin P.E.
QRoHdo U..r..1646015
IEFBPR-4 OF 6
_ SECURED WITH STRAPS AS c• ln� F �' l
_ r PER FASTENER SCHEDULE APPROVAL 2017-12-22 R��ToBuildOn -
1•r`n•4e.e...+w.•x.rs
PORCH END CODE REVIEW
Professional Service Industries _: ►.�.-��
Orlando,
d rd Street � _-
Orlando,Florida 32839
Department Manager.Victor C.Martin,PE �V•
FL PE#82379,LA PE#42017
LSUCCC#U02436 R
4"x4" P.T. CODE INFORMATION
(2) 1/4"x6" LAG BOLTS EACH rnoF TvenR
END OF ANGLED BRACE TYPICAL 4"x6" P.T. W"6—ev,
Ixaec irF[
PORCH CORNER na`
Ran#,ea Ia#kp1 tt S�eRS
Mrtxaa F•®nF mvnpprt .,-au
MFa•T#xa Furs• ,.,•
Ina oua IL1D ,a9r
4"x4" P.T. •aa u.E m ren,a,•
FIOp,I00,ea
now IAE oLae
N sQ rary-,aeFv an.
X ek a 1wus.nm•,acOF W�
I1001•l5 PFA•I.U•Ilf
SECURED ISCHEDULE
AS F"01EC
PER FAST
saau,F nxrola
. REVISIONS 1
REV DESCRIP70N DATE BY
(2) 1/4'x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN
g a.`
SIDE WALL11/18/15
ARCH FRAME d N/A
Q.' ss-CI-1800
LiJ rwe wa,m e•w a nn ww a+wo aw
N001O�e..nSo10ac" we Doer mmwaea
Q a iaa.�omra..waa•arrurwx
� a w.mea oa n•saa ne.we r1 n w.Dem
ww..00 m n.a•.xaa w o•w#uw
a ap00"moa s•nwm w..rF n mwa n...uaw
4 OR i+oan ww•au•s n Inr n<,F,a�M vnnawo,s
64,4',t'.
Z 'ay F�tnm uae e•c _
Z a Ilawo�MmmC mnr�oo•ea on o0o xor�irmsac
r `` T 1111111
(if \\\\Y\ ..........eq
i
�YCENSe
P'
END WALL 2"x4" JACK STUD 00 i
4"x4" P.T.
(J-)
STATE
SECURED WITH STRAPS AS -� 1 0'•. ,�pF
PER FASTENER SCHEDULE Q �i A", �OR I D P
= 11111 11\\\
U Elotlh•w T.Baldwin P.E.
PORCH TO SHED CONNECTION 0_ `°rtda`a'n" a4soB
a Sheet: FBPR-5 OF 6
Info/motion -- 1
F FaebnlnaScheduletrl 20 JNAO.twAdl a PSI APP ,spy 3,
�,y =25Y�If-`2 Iraa[I T°B:ildOn
(FBG T.p•233140.11 -S 14 - -- -- -
Bl.ladpyaw 3-tm common l]1rr A 0.1R) rl r
eonn.,Bm FabN .m Lea.Ben 4_3'.0131 nal. F-am a MchMM CODE REVIEW
t..dalb,n agNy 3-3.14gpm121?.0171') twnaltee, 1748 33rd
Service fntlusMes ---111 -
2. roLbl 2-ed<aranml[�,O.ur) 31.Wood Frill"an.I3 andpank3[dede) v2'Sendlx3 A.M. 5*.I.m 171833rd Srreei � V�-
2-r,0.rznel. Dene!eyn em SIbbac and Wd,.al:h.athmp Ito-,g) 2 Yr A 0.113.1.11(# Orlando,Florida 31838 -
1314-16 gM*) Department Manager Victor C.Martin,PE '
suMaaalxa to eyn olcl 2-id[unman! a 0131 bc.net FL PE#82379,LA PE#42017 J
4.VYdr,nc l'x 6'suMtv,o.ynd„ 3-80cdnman 111n'a 0.131') hapnx Sin.Boa lcandnBm suMoor-mdMement l0 t&370314' 861111 or 6d(a) LSUCCC#U02436 �R
5.7sldou to',Ia , 2-1M commm(3 VT x 0.1621 Glad and W.nap beninp) 2vs.s 011]'nellq ;r O.c Up.c0 olyme0b.X cc.[
e.Ed.04.td I.,or bockbg 1M(3 In,0.1357 a 16•o.c. 2'16 page(#) ;campmaM eM cled[np adpa afOp#Sona 9 CODE INFOR TION
3',QL31-[B'0,c Typal IS,nail -.
]'M gape Ala.
AS 17 o C WIC) ;Ir.Rr IO F1gun 3e11 al ASCE>7 cool SamDN
1 116'tp l v4'
-(d).,edd) IMMIACIUIIot
SOM pe.to la[[damga aracbrN 3-180 canmm 11112'301351y 16'oc 14'end lust britt) AAeAQo-
paxl 4-]'a 0.191'netsa 18'oc WKad wetIxmal 718'101- 6d(c} oven-now M[
4-3'14 [eqx t 16'o[. t 116'la t W' tOdldL a est ne,"Aame'1IDN Fp,[
Z hp pea to std 2-16000mmm(,Y7xU.ta:'1 2.Pane,ding Do hanin9ft In:Ins rBt SOPIlloze faimm Rat
3-3'x 0131'Sols cd nM
Sia'
850d to..1(e• 4-edcammon l�',0.19rI 3].Fb4r5oW0sln[nbp(g,O) 111'andlKs Na.l t gagelMn,nal{n) A13e11•eoL,aAbIN OF 20OR r3 a14c
-r,o.u r nm. to«,a m cdnmm nal(T,01u1
3-3.14No lb pe{1a.1,00 1 eA4C"D S O
papa aegK W31 No 1 I Uem rowing n.16,1 'C O.C.Epps and.1-- rJIPp3U.E
C
2-IM comnm(3117,0.1627 90 canmm nsl(2112.01317 o1c]OslleE atlaem
!-9'a 0.191'0x1 w1a nod N0 1d ilaaop)
_ >4.n,ma pxel 1M' 4 IMOfet PPESSUR[COEFIIDOp ./-61.
p.Dmnl,Foods 18013 t1rr,O.%etl 24'p.e. a ro ". W)1 'r oc Eoges Sranlwmecele WranRleE Mma, I.,.
3',013I'P[I[6'o.,. lace rot .ma ref oa Word to ua eCep naso.Into ROOF OFM LOA: 10FFF
3'M [apx[5'o.c. D.6WI5 age[yla PIn<Ik3mcony al,dpi#.12 in..a u. .6ae supports w,[45 lncnx as u{ ,Mae spans Wa 4P Inches a- Foi neNgd
mood slruaurt IIyW m0 pMbla6oad 8,011rems xO.nM Mels,ray to Sacibl 2305 Hods la mall snetnnp yp nanivnse to ee canmm,ua a cn3ng ROCf,IYE IL1D >ay a m.O.Ir+xP
Io.Dom-p pees lad(3112',0.1]57 et Ir O.<.
3'a 0.131'nel[B'o.t. Typce lcenWl [.Calnmxoaelormed shyk l6d VT,Ol3'.ad-211YIO.1Bj.10d-3'30.1441. Raa43F.to LOAD
d.DW-.lad-Y.U 113'04 2YY.0131',100-3'<U.14B7.
3'M peg,atepK a B'oc. a.DWarmed.nark IBd�1'a 0,t l0;87�I YY a 0.191'tow�3'x 0140). rtaoa�tan -
I. Carrosbn-_'Ston Wimp nid-1 71973 O.1M'.Bd 2 Y8`a 0.129")a cxing(fd 2'x O.UPJ'M-2172-,0.113")nyl. •II•e37ao Oi'aWA Ha01L Mer 1v
LRbe lap qex B-160 eamrnm 13 112'a 0 16Ti p.FK1mys.pspd]xxn•s m<xlt t Klada•dPa and 6 n<hse m cxtr s Inoyme0ya wWms,Men us,0 es enuctuel s1lMbnp SPacnq coal M 9 UaDlla M KKM,A
12-3'a 0.131'nxa lap apke mcn.s as asn0i m lne.dpps and 12 ircnps on cooly t Ina0ne0b.upFa,c br nmymc,ure an.ehiro. ,
12-J'14 sbplK h.Cam:trtwsisad rodnp nets w1h II16Arc"fi ,h,ad nd 1 112.mh l"h b IlOinch,M ng ca I1Nnch Imps lar 2 22+ncn sh.atninp H31efJ1E� nc
t 1.NdSorg Wlwxn jdb or eAi-l0 top ply 9-rA«Comm n In'.0.131') 1. Gxrosimr o-I siegK-1 naming 71W-1,craw a 1-nth[iwn rod 1 11-1 lanpn la 112--h.1-rg cd l 112-nth I"h hr 2991inch 0-In MMIBpVt e61p la4p[ Mo
9-3'x0131'nx, t-M Pan.lsl5µxlae tB inchas(Ig1MK�lwxph xiF.nlh•b�p dY•caal Jlh.prPM,uNrs,anlnus•mWksal SaW11 FpOrIQ m,Vr.sls
3-3.14 gapes j.Casing(1117',O.nerl o An,,.pl;r,0.0727nxs sWWa Pi-W 1x
12 M.0.1 la tap pb 121/7,1.19,7 a r 0.c. tree gas,111,103[inoerm. svRbrb
Y,0.1]1 ruts a r o.c g,p,r I Penh 3upwds y 74 in.:Ms.fa.bp Ir nnian nuts spaced e B IncMc m Dmel c<1pac.12 ircn•F a n,am„dee cuppdm REVISIONS
L Fa rod fh,yhnp a„p¢sai.,as rolls 11 VT.01137 er,In,minorum re[,d:M tr'u:cd seu[tute penes. OESf7ePfON DATE BY
3'M [ x y A' EF
m-Stegx shat neve a minimum,rotor W doh d 1(16 kch
19.To quos.Iep3IM lnlWseabns 2-16d casnm(31/1'.0.1617 n.Fa rad sh-I,,g yy1cyblc.baxlW IMW SO 4 61cns1 m cxn0r a edjes.B AIO.c t NawmpOb cupx4ls.
J-3',0.131'MIs tat..0 o.Fes,mys spa.d o 4 ncM1.s m cmty a edges.B In<nK[b1Nme0[e 3uppv;s M slMw m0 well shpamxlp sig 91chK m cctW a.ro.s.6 irs:h.s t
1-r 14 M.We Intem:edate supports for rod sl,ehmg.
14.
C-1 ma aw. 161camrrwn 3prx 0.16 tr 0.c.Abll D Fes1m=.•s[paeh 014 acnes mcm!WdwV.,a Stns t F.--.su,Oon,
15.cel.g,-wgte ]-M canmmnlrr x0.1911 o Sep F-..,all -SCO-
5-3'a 0.131'mi. -. r. FaMeatn mi-t a-AaAd W b own Spacing tylwwn Nem torso eec Nnp n,N
]-3.14 pqO,Sapion -
t6.Gurc,luauenl,Idxroaua 4-Maammm 11T,0.1317 mpnx Akernate Faetenlna Schedule I o-een ar.
17.GNYylol.lz.lap aW pyakma J-160 Codroa1(3 V2'c 0.1351 mkftm TWO 1306.104.1 Genmction FaebMn QZ Wye
OeM:
15M TeNa 2306.10.41) 4 33au171 nb lua MI
ALT 31-33.Wood sVuclWO Penam xd Da,icbnrald c0laaa x 0.077 np J 11�1e�15
le.cwmg sono',o palet rely. 1-160 calm-(3tl7 n 0.195)-:0,03,0.TdU,2506.10 4 I Sleeoa rod and x e1 eneahnp Uo hanwpl 5'aar11 adpa,IO'o.c. d
ISM Tab.2308.104.1) 4-3'.0.131 nets Ic.MI A
4-3'+4 gaga ta+l.s StraD&Slm oson Strona-Drive®SO Screw Schedule Strap&Fastener Schedule(a Of
W ss-cl-lsoc
IQ Rena to dye 3-BOCfmmmRV2'a 01717 ParWpac. M Wxlhbnar Rab D&l5'r Plata Fibn.r IN
c Uplift W.Ilhbn.r AabrFabmr Plab Fabmr app---OF,Iy FUNSARO 411
rlah M1 475 65D41.5' 4.5041.5` 400 6881/5 480 (n xcurtoyc
I.nM 1t 7 0 - SWI5W-2 5' 6S 2 Y2 Y 750 616825' 61682
14 pap[epee r1K otxvT_
N1A SSDht S' SSCA V 2.5 1.S 44 5881.5 5681 Y 28011. ysu q�rmq�+
20 1.OaeonA or-W ech dud end pod, 1-a0 canmm(111T a 0.1317 H.� 5.00 5 -1 5504;. S. 1. 535 1� SM SB6 A SSR O��iN -AS vF.Scor
1-9'x 0.1]1 Mla let#M1 ST S45 SSUk1. SSD41. 545 SM 110 I pas ,c rt..As kat w x'MNF,Iy
]-]'14 tepx - A uoo
21.1-xa-ahadnMg to-h-g 3-50canmm1,Ts 0.111 Ocenal -7 --9: 1.' 475 16011.5' 1.5' y•xwun O9-vrt no3iWe 3xeu iotx
No 370 45D415' L 1.5•
22.Now Own,l'v 5'shclhing 10 eco b•ybp 7-edcanmm11111',0.1!17 hie wl ]� 4-81 Z arcia F��� y_
23..-Pconysuns 1Bd canmm 191?,0.1827 X'o.c. R.R4r NI 45Dik1.' LSD41.S A•hrlbl133 400 470 Z atM tNl yeIM#aux ssatae4[LLWpe
3',pill nal, 18'o c. 47 45D41.5 4- 1. am LfU 460
]'M x L15.12 Bps 65LYh1.S 65D41 S - BID 61081.5 61081.5 Wapla y ym.xNs
24.aulhuD AMy sn0 Mems 101 caynm IP s n.1pT1 a l7 oc. L 1 107'
650x1. 6. 1. 82761081.5 61081.5lace nil t lop ma limon sLVWAd m LTS.18 1 5 6-$D1 . 6 1. Bpi 61081. 61081.53'e 0131'11N[N'ac 3-MpapsW t2 ec. slay L .p 1215 65041.5 6SD41S 620 1 1. 61081.5 7- '1. -SCAR. -1 1. 7.1081S - Z ♦ �7-00 gv .1 1 7-1081 1 �anca,mma3o1p11 e 1 s X15 i.5 - 15• a 1.• O ♦� tCENSEf •lw a.n8 miam aye swn. /e0 1-108L5' 740815' L /
3-r 14 tFO1e. ►Adel)... l Uplift Column Febmr NllOr Febn., P-100- Uplift Gd-m Fabner Rab,Fabner U `44i
• %•i i15.Z pcks 160 Lynmm 317,0162' MCR Marin 1-SCJ4 -SD41. Alt 245 11081.5" 0108152P.-11.1.ret# -1 [anmm IT,x O.Mr) Party A23 - LSD415` LSON S' PWd1 A23 565 L1081.5" 41081.5 _ 3114-3'[0.19,M13 enx All 4-S1*AIV 4SD41.5` AS TT L1al 41044 ]'14 [epee PerWO,e. IIR Wallhbmr Flsx Fmbmr PF N--- IR Wall hean•r Flcwr mi mr V) 2
11 Xkrly le AiD ]-1 canmm W.1.1487
Wall bFloe a 15TH 18 1.235 7-SO41.S - 1.5 W.IIb FIeer14) LSTA15 1.110 7-im i-im _J _
4-3'x 0.131 nal. FAD... IIR Wall hbn•r Flex F.bmr Para#dc IR fWOhbn,r /YaNriabm -
4-3.14 gaga..gx Q ��' STATE i42�
111Ga.114'W18 A, ]5041.5 TPJ IYR 1 131' 1 0.131 �{.,.1 sn/•C
n.4]xvm 96'k JO'Anchor 4,300 14aMKn H 41],418051 4125 501 n.131' "- 0.131' "" '/O' 1,0 R 1 D P' :j��♦\`
2-ted Conmm(3112',0 M27 ly m• matin umz,. ro / �n
3-3'.D.131'nom atm a s. •• \
P O,c IR Walhbmr lea abnar
2.a„drnylo2.byddpt-o 2-ledcomon( n•a'M11e _ // $ - C�!•`\
n�rosd3a my 6'Fpx. a.1-1WW1d• 4,125 74081.5 / $~•••+..... G
3-J'x 0.131•.0 eyW • .0 //" 11`
(3 In'.0 1 cepa<yi MaO m m[ap xl byu ma„ro sem:arx 13.1 // 1- �\
3-3'14 pep taTles B.Rets 100 to s,ld Wel tO b e evyy cmreahm b 14•o.c.a can tw alyy any br Z
ie-o room lsaarsd mcemers md.m8!]lam,,o camrs. W Mabee T.B.WW]n P.L
2-16dCmmm13 vr,01821 c 0111 OSoOm duminumt Vrryl shetnnq svalis F. FIorWO u-- e460e
3-3.14 gq,ne.a BMI d Mee815 a.W 6'cpan. Q s-: FBPR-6 OF 6
3-J'14
r �-