HomeMy WebLinkAboutEngineering :,-. .,. .....:. FLA Maru,4actxed Bt4dw7 Program
t 1940 North Monroe Street
Busines ,�; Store 9M
Professional Tafahasee, Fivida32399-0712
Phone 850 487 1824• Fax 850 414 8436
Re
f i Uulatloi i
Ken Lawson,Secretary Rick Scott,Gove mor
September 23,2016 RECEIVE®
Alex Martens JUL
Superior Sheds,Inc. J l J L 8 12019
2323 S.Volusia Ave
Orange City,FL 32763 ST. Lucle County, Permitting
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 manufaetrfre 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.floridabuildino.oro)for online renewal.if you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
IF
Please visit our website at www.floridabuildino.oro to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
UJbuilding permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
i •
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T J •.
SETUP ANO WMMION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF-DOUBLE WIDE SHED
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY UNE, ETC. 4 PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. "' •'t''L"V"•'
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
I
BULDNG IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE -I(I( BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). -� ••• y`�.
BULDING S BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING II 3.THE NEXT SECTION OF THE SHED.IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. ��,{VJ/1 FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1�•Ajj
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 CODE I FOR TIO
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. VERSIONau r4B.,.Au-T
THRU THE 2"x4"BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/Y WOE vm
EYEBOLT OR OPTIONAL (4.900LB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). x3011
1/2'THREADED ROD(FOR A'HIGH SET')IS SECURED THRU THE HOLE. 6.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS S11p00"�
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUADNo 1YpE
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 OWNS-mm TfPE w
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. nw mmcnoN NO[
BACKFILLED AND SECURED'AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE RECEIVED TRE wPPREssIDN yTyTEy1 Nue
CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2' OcaPANa saRBe
WEDGE ANCHOR. .JUL S L ZO19 AWWAM NUMBER a 7_. 1
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2'x5•WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC Wwo 6P® Y-+moe
2'x4"BOTTOM PLATE. IEAPD,URE °
ST.Lucie County,Permitting 1. BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE ENCWSM
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE INTERNAL PRESSURE COEFFICIENT
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. III.RUNCE FK 1x18
TABLE TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). RDaF Dun an m r
A C I G TOC CR ID RUNNER SPACING' S LOCATE ANCHORS PER TABLE 4A OR 4B.
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH %1 X2 X3 TYPE PAD oIMENs1oNs MA%.LIMO• MATmuL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE aaoF tn'E tDAn 2DPs In Lam.
20'-0" 40O 3'-7 13'-B" 1'-10}' 1'-f 1'-10)' I 2':8'x1 e- 17781_135 CO CRETE BLOCK OU (FLOOR SYSTEM)AND AT TO ANCHOR. RDDR DEAD tan e�
�' C ENT AND SAND D: FLOOR UNE IND Tss-taus I>R.
13'-8' 280 3'-E I V-8" 2'-B' 6'-4' - II 4'x8':16' 36001_135 CO CRETE BLOCK OU TABLE 4 •a•IAARNG OF WALLS,FtUDR ROOF IVA
C ENT AND SAND MI% 30'AUGER ANCHOR SPACING-SINGLE WIDEI
11'-B' 240 3'-0' 101-0" V-7' W-10' - III 16'x16' 3950LBS ABS PLASTIC PADS Yowls Pm BUILDING SHED WIDTH LW UPLIFT(PLA)ENO ANCHOR--MAX.INTERIOR SPACING-- NUIUOCANc vROTErnoKI uslDE No
1p'_p" 200 3-6' B'-0' D'-9' 6'-6' - IV 8'x8'.16' 19001_86 CO CR BLOCK 0 LITY
C AND SONO MIX 13'-B" 7.00 243 0'-0"TO Y-0' 10'-0" HUPIDaJ1E SHELLER USAGE NO
g'_p• 160 3'-6' 6'-0' 7-10' 51" - BASED ON 200oPSF SOL BEARING CAPACITY(2000PSF IS TTPKAL) SOURE FOOTAGE RED DAN TCD wn.
NoiEs 11'-B" 8,00 208 0'-0'TO 3'-0' 10'-0" REVISIONS
120 Y$ •VALUES ARE TROY ENI OF JOST TO CENTERS OF(2)4'.Y 1.HOIIDW OR SOLID CONCRETE BLOCHS(B• or)MAY BE STACKED
SKIDS ONLY.13'-B'WIDE SHEDS KAYE(4)SETS OF SKIDS, ON PADS MR HIGH SETS UP TO 46'WITHOUT REINFORCING. 10'-O" 6.00 174 0'-0'To Y-0' to'-D' REV I DESCRIPTON DATE BY
2 ABS PADS REQUIRED ON 11'-B•AND 1Y-8-WIDE SHEDS ONLY.
" 4.00 138 0'-0'70 3'-0' 10'-0'
-4-
TABLE 3 6'-0" 3.00 104 0'-0'TD S-T 10'-0•
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION 1 PAD. MAXIMUM LOAD AND PAD TYPE TABLE B
30"AUGER ANCHOR SPACING-DOUBLE WIDE
SHED WIDTHTYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RU ER INTERIOR SIDE RUN ER SHED WIDTH LW' I UPLIFT(PLF)END ANCHOR••MAX.INTERIOR SPACING•••
PAD TYPE PAD PAD TYPE (n 0040� MTB
13'-8" SW/DW 4.15/332 7 TO E 6'-0' 1936LB I,II,III,OR IV 1879LB I,II,III,OR N .20'_0- 10.00 1 400 1 0'-0'TO V-W 5'-0' 0 n•I.•.
I V-B" SW/DW 6.00/480 7 m E 6'-0' 2658LB I,II,Ill,OR IV 2558LB I,II,III,OR IV •WAD WIDTH OF UPLIFT ON RUNNER - Ld nFl 4/26/18
••LM0W MOM END WALL OF AUGER ANCHOR _
10'-0" SW/DW 5.00/400 O'TO E 6'-0' 2400LB I,II,III,OR IV 24COLB I,II,111,OR IV NOTES LIAXLUVY SPACING BETWEEN ANCHORS (n I N/A
B'-0" SW 4,00/320 O'TO 6" 6'-0- 20291_13 I,11,III,OR N 2133LB I,II,Til,OR N 1ANCHOR SPACWG 1_5 oESICNED/5 PER ASCE-7. W P ALL
2
ALL
MusuRENENTS ARE co m-TO-CENTBR. 0 GENERAL NOTES
6'-0" SW 3.00/240 710E 6'-0' 1668LB I,II,III,OR IV 1866L8 I.II,111,OR N 3,THE MINIMUM NUMBER OF ANCHORS PER SHED 5(4).(1)ANCHOR PER EACH CORNER. 1.FDUNCTION PIANS ARE NOT PART OF THIS
•lD1D WIDTH OF UPLIFT ON RUNNER - ADOITIONUL INVOIBOR ANCHORS AAE REQUIRED IF SPACING IS MORE RUCI.
N 10'-0' �j PLAN SET AND ARE GOVERNED BY LO
BETWEEN ANCHORS_ JURSDICTION.
KULL
NOTES 4.ANCHORS SBE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN lJJ 2.THIS BUILDING IS EXEMPT MOM THE MC
1.PAD SPACING IS END TO CENTAL OF Pb. EXISVOG BUILDING;W WHICH ANCHORS CAN BE PLACED ON THE EDD WALLS AS CLOSE ENERGY CONSERVATION CODE PER SECTION
AN 6
2.PADS OTHER THENO PADS SPACING CENTER TO CENTER. TO THE SDE AS POSSBLE. J I ORM.
3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. m 3.REFER TO RE-GOWN DETAILS FOR PROPER
::) INSTALLATION REQUIREMENTS TO MEET CODE.
O
wN%o� EW(T. a �i
2•x2•PxvANIZED WASHER-, Z `��`•L�? L\CENSE•�
V&CLVANRED WASHED WITH 1/x-NurI/2'THREADED ROD
OPTIONAL FOR wcx Er NOTCH OR MUNRRSIRK BOLT
WITH t/z'NurT � `
Vx'THREADED Roo BOLTED TOGETHER WITH 1/1'x2' THRU]'x1'BOTTOM PULE
o1maNAL FOR-CO sEr- e0 A Har WITH(2)Txz'GALVANIZED 1/2'COUPLER 2'.4'BonoY PUTS Halm I iy4?%%
AS ERS D TOGETHER
ER WITH
1/2*Q) TO 2'.B'P.T.TTOE
1/z-couPLER � =0 1/2's•(400 m.)CONCRETE I 1_v
f/r.12'FORCED EMEIGLT ION WEDGE M'CNOR.0 SUB ____ MIN. 0
4., :.' •.' . THRU 2'x4'P.T. TTOM PLATE V .
• (SEE TABLE I BOBFSPACING) m_______A_____ 0 C
EYES Boum TOOEmm WITH 1/2-.2' � i STATE OF /[(/`
BOLT A Nur WITH(2u'.2'NLVAMzm TYPE I,U.U.OR N PAO WITH 1/z'.r(400 m. sun A14 CONCRETE S BY OTHERS THROUGH CONCRETE SUB Br OTHERS THROUGH i 0". F P
BLOCKING AS REQUIRED(SEE TABLE 3).
WASHERS(2.DODIB SHEAR CAPACnY) CONCPEIE WEDGE ANCHOj CUP OR EQUAL IDOL CODES 0 JUIUSOICTION ICICAI CODES AND JURISOICIION Z / .C•''•. L O R 1 O N
so•EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING) O -...........•• "�C9`��
(SEE TABLE 4 FOR sPACIc)SHED WITH SKID ANCHSHED OR D WIITHTo CSKID
E SHED
WITH
ORED O CONCRETE OPTION g ��// 0 NAi
TO PAD OR BLOCKING
J MORN.W T.BDId*l.P.E.
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TOP INF.ENGINEERING LLC
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ROOF SHEATHING OPTIONS: William E.Neary,III
— OSB, 4" OSB, OR I" COX PLYWOOD WITH 20 YEAR CLASS 'A' SMP-51,SMI-79,ICC 5185040
-- ct-
225LB FIBERGLASS SHINGLES AND #16 FELT 10649oakviewPointe Terrace —v ;✓l
D4 ALUMINUM Gotha,Florida 34734 �R
— 29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION) SECURED WITH CODE INFOR no
MIN. #14x1.25 SCREW W/4" HEAD OR WASHER @ 8" O.C. CODEvu.10N
F �
0'-0" MAX. nwxame
C..TR=.4 ME Y-E
FARE RIOIECIgN
ME SUPPR ON ST60 NONE
OCCEPAxCY ETARIQ
ALLOWLRIE NUVOER OF STOIOFS I
6AsO"a SPEED W tOa,Fe
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AIFORD110E FACTOR 1.1E'
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RDOF UAE EOM OR _w 1d0
FMR OFA.EGAD
5 FT R 1L1'E LOW Sro.)Ni-IOEPY OR.
11•Rk%.OF Wku-%FLOOR.ROOF N/A
Y00NS PER wwHO I
R.RRILWE FROTECT"AISACE NO
1 x RUNNERS —ROME SNarzR usACE No
00 SgMRE fOOTAOE )lE Sa1T.oR EESE
REVISIONS
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REV DESCRIPMN DATE 6T
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\_1"x4" FASCIA �G
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ROOF FRAMING PLAN ;�'•• SpTATE
WALLS/DOORS/WINDOWS +32.5/-29.2 <,,-. FQ 0 '�� �
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MREK OR ALPINE 2'x5'
OR EQUAL .-. ..
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INS MITEK OR OR EQUAL ALPINE 2'x5' _��is.,
I 48 I -� I �-
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3-A 3-A VARI21
4 SPUD CODE INFOR TIO
24'O.C. 1A C '"
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TOP LINE ENGINEERING,LLC OONsma°r ON ME Y-e
STRUCTURAL ENGINEERS
I iwE PRalECI1aN N.K.
William E.Neary,III 2x4EBO CKKIING ON ME
WLS µc M a.61EV
SMP-51,SMI-79,ICC 5185040 NL°W16LE NUYam OF SmWES
10649 Oakview Pointe Terrace aw.*N.
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Gotha,Florida 34734 EX=a°saRE amasm
R."'AL PRESaURE WEiRL IXf ./—ule
iYPaRCWCE FAcmR I.le
RwF°va Id0 lasr
2.4 SOLE PLATE 2.4 SOLE PLATE flOOF uh Irvn
RmR aF/U L"" IivS
FLOOR FRAMING —R Lrx UAO evs_oars ar.
w RATING OF*Ak .O°aR Ra°F N/e'
YGG—Pm w..HG 1
RURRME PRGRCRGN Ua E Mo
wm.%E auLm useE NG
6GWE i AGE
VARIES 6'-0'TO 13'-B' VARIES 6'-0'TO 13'-9' REVISIONS
ELEVATION CROSS—SECTION END ELEVATION 41x4'P.T.ATTACHED WITH REV DESCRIPTON DATE Br
TYPICAL ARCH FRAME WITH DOOR TABLE 2 FORVQUAITITYSEE AND
SPACING.
Z Gmea ey
g
11/19/15
N/A
w ss-cl-lsac
3-1 2a Ds® Nm°G a wN a=ua ua
2a'o .Max. ¢
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Z x
2x4 BLOCKING ON--""
END WALLS Z ° �am�.�nm�ceutla^r RlaxE.uaNawTMuK�1°'�¢Y„a�'a�Ne
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(2)2'x6'LAID FLAT Z ;,N T
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2x4 SOLE PLATE \
FLOOR FRAMING
- �1' STATE Lv`
•- VARIES 6'-0'TO 13'-e' • VARIES 6'-0'TO 13'-B' ` Q / 111111110"OA
END ELEVATION END ELEVATION Ma1ma"T. -#6 6PX
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Q Florida UGenae 84606
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1
4.4 P.T.POST -- _
(SEE DETAILS)
'&6'OPROWL PORCH END WALL 'DOOR&WINDOW LOCATIONS VARY
S1 HEADE DETAIL
WALL SHEATHING OPTIONS: y
T6"OSB OR SHEATHING.EQUN.OR BETTER `�!(
CORRUGATED ALUMINUM
214 JACK STUD 2'MAX. yARIE /// / // -D4 ALUMINUM SIDING CODE I FOR ON
SEE HEADER / / -�'OR g'T1-11 SIDING DUDE vERVON m1�ri%'"f°°^ '
DETAIL -JAMES HARDEE PANEL OR EQUIV. vmuixm
JAMES H29 GAUGER CORRUGATED HORIZ. NO
METAL IOING(RUN ANY DIRECTION) 111w mPE
1x4 RUNNER // / // / / -THERMO-PLY BLUE(0.136 THICK)WITH VINYL SIDING CDNMU=4 TYPE Y-e
/ / / nn PR H Note
ON INSIDE M sUPPR .N sYSR11 Ndc
/ asuPANOY smRE�E
ALLD((ASIE NUYem OF SIOPo6 I
/
M.11WD SPEID F"4x6 P.T.POST ExPO E
6'O.C.MAX. END WALL INaosuRE -0,600
DDOOK PR URE COEFFIDENE
41 O ANCE F/OIOR L.le
2x4STUDS 0 2x4 SOLE PLATE RDCF DFB LOAD Ing
PON
24'O.C.MAX. FLOOR FRAMING ROOF LNE LUAU >ae E LDb
FLOOR DDD LON
NOTE:WALL FRAMING MEMBERS ARE CONTINUOUS FROM i1DDR LME
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 'R'MONO OF*AM F W.ROOF N/A F�
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE LI_PFR muda I
ALL STUDS SECURED TO SOLE PLATE NOT CONTINUOUS, SHEET METAL CLAMPS,TIES, OR CLIPS humcAkE PRoTem N ue No
AND FLOOR FRAMING WITH 0.039' SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS N—ANE S—USWE ND
STANDARD WALL DETAIL
(I—)x12'STRAP W/6-10d NAILS THAN 0.040'NOMINAL THICKNESS. saYRE EmrAOE F1.—w—
WITH DOOR & WINDOW OPTIONS OR EQUAL REVISIONS
REV DESCRIPTON I DATE I BY
D'-D•MAX.
'&6'OPTIONAL PORCH
x ______ _______ ____-_ _--- __—__ __—__ __-___ ______ _-_-_ —__ D�e013y:
__-___ --------_____- -_-- _-_ _______ _----- ______ ______ -_____ ___ ___ SKID RUNNER SPACING- Z TR
SHED WIDTH X1 X2 x3 oaEa
11/19/15
FLOOR SHEATHING: 13'-8' 1'-10�' 1'-1D}' 1'-101' a-
3/4
-
3/4"PLYWOOD N A
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in Z x�iE.llvwaha ENOvoaom ro Ym n¢YpdIW sw+unna
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BLOCK \\\NN11111/S
b 2x6 P.T.24•D.C.TYP. ::D
v Y', E...............q
OPTIONAL 125PSF 0 16.O.C.
TYP.WITH 3/4'T&G PLYBOARD 0 �`P••::' \�\CENSE- '•.,./y��i
I 4•x4•P.T.ATTACHED WITHf,-'7[ T kUGTURAL ENGRN ERS�LC :D
H24 OR EQUIVALENT. SEElll"' `�
TABLE 2 FOR QUANTITY AND
SPACING. William E.Neary,III
SMP-51,SMI-79,ICC 5185040 STATE
?
10649 Oakview Pointe Terrace p'._ pF ;`4,
I s O �i �•..• �ORIDP
Gotha,Florida 34734 O 1���SSS*E �
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FLOOR JOIST,SEE SCHEDULE FOR SIZE MD1Lh.*T.BDldbin P.E.
J Florida U-n..#64608
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,� _...
Side Wall Header Schedule (180C) End Wall Header Schedule (180C) �=
Size{d} Max.Span NJ{b} Fasteners w/o strap ✓2
Building Width (each end){c} CODE I FOR TO
Size Up to 14'Wide Fasteners w/strapCOEE Y 39W1
1-2"x4" 6'-0" 0 4—3"x 0.131"nails YFAO XA mroem
(each end) 2-z' " 9'-0" 0{d} 6—3"x 0.131"nails
Max. Span NJ{b} x4(c)
1 4"X4" 6'-0" 0 3—3"X 0.131" Halls a.Tabulated values are for No.2 grade Spruce-Pine-Fir lumber. ME;" [ „�[
b. NJ-Number of jack studs required to support each end. "RE�M—.m SS'E"
4"x4"wZ'x4" 8'-0" 1 - 6—3"x 0.131" nails �M"
c. Laid flat &W*AEIE xYYmx Or sTEwrs
a. Tabulated values are for No. 2 grade Spruce-Pine-Fir lumber. d. No Jack studs, but 2x6 studs laid flat. "�"""°
pRVA RE
b. NJ-Number of jack studs required to support each end. afrUdJAL a�RE Y
c. Window header for window openings that have more than 50% combined stud wall above mR AMR 41e
•NOTES ROOF OFAO WAD ,a 3
and below, otherwise use door header schedule. ROOF LK L.A. ,S EE EOEO NR OE
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. F,noROFAo,mn
cl. See header details for alternate layouts, i.e. 2-2"X4" Or 4"X4" P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3.WINDOW HEADERS HAVE COMBINED 60%OR MORE WALL FRAMING ABOVE fL00R uEs wn ""°"-"°°a•°°`'
e. The header can'be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 'W RAT
NO F eu L% ' F
WA
equivalent and use the maximum span stated. HYRRIGWMEE SxLLM V c
IlR U51EE Ip
SOMM FMAOE 1,•vJE1.a m
REVISIONS
WALL STUDS ,tii REV DESCRIPTON DATE BY
II
SINGLE 2"x4" _
EXTERIOR HEADER
I; SHEATHING
Ji 1 1 1 Z oa�E Er. Ta
G--�Ir�L (2) 2'x4" WITH 1/2" PLYWOOD 2"x4" Q oovr
;.- OR OSB FILLER OR (1)4"x4" J 11/19715
I 4"x4" 0" .:
`12'x12" OR 16"x4" BETWEEN N A
l WALL STUDS. VENT IS SECURED Ld SS-CI-180-C
TO SHEATHING AS PER 12" MAX. - W
h—
MANUFACTURERS INSTRUCTIONS - n.,w w[xar F,"r w,wa wx m wm A«[
� z ME�Eien,EEr o''[ml mW ix[nc Mwcl aN�O'�+W
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & < M11-M.N."as MR O
4"x4" W/2"x4 ALEEC4PMO4PVA9[KMK]MaaF.cxa
OPTIONAL & DOORS DOOR 6' WIDE OR LESS l ""°m wa b"m r.4u wzAx w•YpWY
�w m c aamum EN-vrt Er vnw wry,aoa
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1[TAL
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FEv.+vro nur n.[Adam e,xE EEo xar amavE
G.F.1. NOTES—OPTIONAL ELECTRIC
OUTLET \,\CENSE /y
ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE. TOP LINEENGWEERING LLC P'''
N I r —ENCASE IN ALL METAL BOXES. T ucru LENGINEENS - U �'
SOURCE William E.Neary,III _
L I r SMP-51,SMI-79,ICC 5185040
WIRING DIAGRAM ,�; STATE
10649 Oakview Pointe Terrace
OPTIONAL Gotha,Florida 34734 w �'0 ••..�ORI O
10
0
/loll 11 11
QMEtY 0 T.8.10iR P.E.
Q
11Er1OE Gee"EE 64606
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS-CI-180-C = 6h80u FBPR-4 OF 6
�4
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
PORCH END
4"x4" P.T. CODE 1 FOR TIO
(2) 1/4'x6" LAG BOLTS EACH �a'+ � '�
END OF ANGLED BRACE TYPICAL 4"x6" P.T. F�"1fl61
euaoLNc TFPE
coNBTmIaT1oN TFPE w
M PRO
PORCH CORNER TECRDN
NWL
FM TRNPR690N smGl Nal[
OOCIIPAxCF raR�
A LOPBIE NBYew OF 70— I
. GL9C 111Na BPFID Y"-laanga
IXPOaa E
Woos dn®
of-j"Pw uw LRxTF wr
4fPORTANCE FACTOR I.la
ROOF DEW LGN IaPY
4"x4" P.T. ROOF LNE LCAO aam TaNr lua
FLOOR Ow TGN 1B r
FLDDR LNE LGN s�D.1[P9-12—F oDf.
•R•RAONa OF 1TAwI.ROOK.ROOF Np
IRFS
VODvrR auanNc 1
SECURED ISCHEOULE
MR-WE PRORTRON U5#E ND
PER FASTFnnaaFANE 91aTER IrsNE Na
W WRE FDofACE w sLr.a Tlss
REVISIONS
REV DESCRIPTON DATE BY
(2) 1/4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN Wain or
11/19/15
SIDE WALL a N/A
ARCH FRAME
Q' SS-CI-180-C
Ld
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b TY1P LINE ENGINEERING LLC Q sarrTn Twa M*At+.ucV
�•�� STRUCIORAL ENG EERS � •Au slum,R.VIOB.1R11>S].ua.ra>N le�,nor
William E.Neary,III
aamTm w-srt Tn vnw Twm TnuL.
DRa SMP-51,SMI-79,ICC 5185040TT
Am xoA atm Gwowv Rda
10649 Oakview Pointe Terrace Z
Z rimnom TxAT TNC A®BOO oaa Naf eaoeGa
Gotha,Florida 34734
. IIT
O
END WALL 2'x4"JACK STUD O
4'x4" P.T.
STATE
SECURED WITH STRAPS AS J 0%. ppF <v��
PER FASTENER SCHEDULE �i �`•'•. "L OR ID
LEJ �i C�''••......... G\��
OI
Llolfh.w T.Baldwin P.E.
PORCH TO SHED CONNECTION o Florida Dc°aaa 84608
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS-CI-180-C o sh°°I° FBPR-5 OF 6
29.M11 to Wndltlst 3-lad cemmmp v7 x 0.1361
• Fastenlna Schedule(r) 4-3'x 0.131 nags race hall -
1iecT.m.23pa.+d.t1 4-3.14 seat ea ... -_ ..`.
Cormead.. F.d.nlnp(.,.) Lec.Uon 30, agar strip3- Commm13112'a 0.162'1
1.JaW to ad]or ghid
..a.r er 3-Rd c.hmna(2117 Y 0.131') 4-3'Tit
x 0.131 naL Fecanmla
4-314[agent leg "',"~�•}-. - •��-'_f"�� _
]-3'14.c9.smAas 31.Wood structural panels and paNd000rd(b) 12'andI.. 6d(C,Ly --1 `•t�;_
2.Bridging tuldal 2-ad comman(211T%0.131•) SUMoor.mof and wdi eWashing(to.aningl 2318'x 0.119'neil(n) _-__-` 1
2-3'x 0.237 nals loD..4 each and 13/4'10 gryo(o) �--••-a
2-3.14 9090 slaidim
3.1'x 6subli-lose to Coch'oist 2-84 conmon2 UTX 0.131 r-nal 5.91.foor(ca.N.M.A.M. Cladaynont to 19137 to 91P m(d).sale}
4.WiOer than 1'x B'aublo.m aech oisl 3-80 Cammam(2117'%0.131' feta nail hanin9) 7 918'x 0.119'nal(p) ,✓f?
5.7 su0uaa to gistor Bruer 2-laid carman t312'x 0.167) blind and lace nag 7189e9dp) 6�C.Edges and lntennedime,4'o.C.Or
6Sol.pla0lolotlarblockng 16d(3117 x 0.1357 a i6'O.C. pone.ond dalong edge ddpMzona3 CODE I FOP PO
3-Y 0.13+DOOR a B•D.C. TYPIC0l(.a nag 718'I01' (d(c) Iraferlp Figure 90.S1dASCE 71 CO.E VFRRI.1 m�a .0 uun
3-to guide limpl.s el 1T ac. 1 118'to 11/4' 10d(d)or Said) 4WUFAMUCEF
aILIDIIO WE -da
Sole Nag lojdsl a blocking el breGodw01 ]-tad c.n.m(I Ur x 0.1351 at 18'o.C. Y4*ad lass BalCl
Pone) 4-T.0.131'Ralf a 16 OG. brecea wad penal 718'toV ed(c) wNsmacnoN 71PE Y-0
4-]'14 pad.d .sac 18'a.,. IVB'to1V4' 10d( orb MPRIMMKIN NW[
7.Top plata to Stud 2-ISO comn.(3112-Y 0.162.1 32.Pantl sloing(to hrangHq) 117.1ma am HIRE SUPP869aN SSMU NONE
3-]'%0.131'nags end nip yq•
PcaPAW dada
9-9.14 page maples 33.Fiberboard she8ihing(m) 112;and lass VI(good rochng nedg) ALLgYM1E NUYBFA ori Sme6 [
B.Studio sale plata 4-edro..on(219.0.1911 Bd[omnm half IT x 0.1131
.-3'x 0.131'nals toaned No.189Oge elapl.0) am.1d1ND SP® v idi
3-3'149.9.ampes 25137 No.l l gage loding ndl(h) 6'o.a Edges and InlermadWa Essicsew
e
2-ladcmunmpll7x sorter) ed common nail(211T x 0.131') ilj=m on-
9-3'x 0.191'nalc - and had. No.18 Balla ste0lagt
3-9'14papa dais 34.Intend.panel lrp ]IB' 408}} 6'o.c.Edges and intom.dma IMDOAL PRESSURE c0angFM ♦/-al.
IVWRONCE FACIgR I.m
B.Double sleds ted(3112'x 0.135.1 at 24'D.C. e, Mmm or a%nor s ars mend D to use mlcept me of oMea stated. Roo,11FAD LOAD 1489
T[GA 11 hall.8'a... in,.0011 b.Nelle sp.cod at b Inctas on cant..edges.12 Inches a hummodam supports excRN elnchas a supports where spans are 48 Inches or Mae.F.nal1Ing of
T 14 Gage stn as at S'D.C. Wood structural penal and paNclebueld dephr.ns and show value.Ofer to Section 2305.Neils forwml shoahblg ere pamdRod to be Common,bac or casing. lanai LIVE IDm lOPSS on lam fall.ID1D'
10.00otdo lop pigs$ 1 ad(3 VT[0AW)d I b'o.C. c.Cohmnorddmned shank(6d-Tx0.1IT.ad-2 V7a 0.131;IDO-3'x 0.14T), r1DOR DW I= m-
3•x0131•nail a6'o.C. Typical fac.nal it.Comnon(ad-Ta 0.113'.Bd-2 V7"x 0.131'1 Od-9'x0.1487.
r'w.R lq'E lash
3'14 gape staples at 6 D.C. a.Delamad shwa(ed-T x 0.113`,ad-2 VT x 0.131',10d-3'x 0.1481.
L Conasler resistant along(ed-+7/8'x RAW-,ed-2318'x0.128').casing(6d-Tx 0.099;8d-2 UT 0.1137 Male 'R'RA Nr•WYI'IU5•FtOaR'RDN N/AT�
Doubts top Plot.. 8-16d common(311T•0.167) g.Feslm is spaced 3Inches m ca.er a edea.edges and a inches on center a Irdermede0 supports,When used as structural shingling.SPBC09 shat b.8 Ilo.glE9 PFA aa.N. I
12-3'[0.13+'heil5 top spllc. Inches on cmtafon the edges and 12 Inches on center aidertreoaa supports lornmssucturtl sheathing. she CME PPMUMIIN USAGE Na
1273'14 papa sl es h.Cmnoaoamsidens roofing Rale win 71161eh-0iam.ter head and l V24hch length for 112dnch sheathing and 13141nch 1mNh for25132.IMb smarting.
1+.Blocking bowemlasla or falters to tap Piano 3-ad common 1211T a 0.1311 1.Corrosion- letwit alepl.s with nominal 7/1&Inch[mat a l_inch cram and 1 1141nch length for V2-inch shealnIng and t+l2-Inch length for 25M inch shee05n 1NHaaJAIE 9n1TEA USAGE Na
3- 0.1J7'ndle menall Panel supports at 181n00(201nNaa if a.ngth m1,In Na long&ocdw d Mo panel,unims dheMse m.kedl. GQUW rOIr UE 171. cia
3-3.14 .d es ). Casing(1 117 x OABPI or finish(I Ur x 0.077)Rasa spaced at a laches on penal sages,12 k ch.of inlarmadeto supports. rat
17.Rim foist to Cop plate Bit(2 UT.-II-)a 6 o.c. - A.Panel supports a 24 Inches.Casing.finish nails Spaced a 0 inches m m
panel edges,12 Inches 4 int.edalo Supports. REVISIONS
3'x 0.131 mere m 6'a.c. maned 1. For rod ahaaWng applcalions.ad rills(2 V7a0.113')-the mNmum required blrwmd...ed panels. REV I DESCRIPTON I DATE 11BY
3'14 pace slope,d 6'a... o Staplon shell hate a ndnlmum warm Mmh d711B Tach.
13.Tap plates,laps end intersections 2-lad cammanpU7x 0.167) M.
For rod sheeddng epplIcclom.festomers spaced at 4 Inches an cont.a Ropes.B Inches a intermedin.suppose.
3-3'x 0.131'nals lace nail 0.1`e1tonrs speed as 4 inches an center at edges,fl inches Or Inleneoem supports for sub8oar and wall sheathing and 3hrzhes on center 4 Rapes.a Inches, �T mrllrrere r Nc
3-3.14 coca deplas mtemrediae appals for toot sheething.
14.Cadauou header.line pieces 16d common(311T x 0.182) 18'D.C.thong edea p.Fasteners spaced a 4Inches m cont-I edges,a inches a Inew n.oae Supports. _ W Illlarn E.Neary,111
15.Ceienglants to plae 3-edcomnont211T x 0.+311 I.See Festoner Memae Scne&le. SMP•51,SMI-79,ICC 5185040
5-3•x 0.131'rals menial f. F.-Mar must be Installed Win can spacing betwean them across allecNnB.-be,. 106490akslew Pointe Terrace
3-3'+4 gegen gaplas
15.Conunuauah®dorm stud 4-9a common l2 VT.0.131 ..had Alternate Fastening Schedule Gotha,Florida 38734 Z watrr ltr• WTB
17.0sang)ntts,talrs war pgpuons 3-ilk Care on(3VTx 0.1]57 Holman,Table 2308.10.4.1 cormeagpn F..t.NnB °ate
(Sm Tablo2308.10.4.1) 4.3'Y 0.171 amid (a[.nail 17/1s/ts
d-3'141190.crepes 'ALT31.33.Wood mnlcmmlPanme andpomcumoord 1-and T'x 0.097 Ring Shank Ned-SrAllaor. a
18.Coma folds to parallel mhos 3-moCWMM(I UT 0.135)mialmom,Tabla 2308.10.4.1 ,real and sheaNng OPfrandnpl Shan od2e,10'o.c. (Z
N/A
(senT.ua23oe.Io.q.t) 4-T14dInonae reeadl
4-3' Strap&SlmpsonStrong-Drive®SD Screw Schedule Strata&Fastener Schedule(a)M131 nods
(yJ SS-CI-180-C
1g.ReRr la Nae 3-Bocommanp 117x 0.1311 PerWO..e. Uplift Wal hdenOr IbRer F.danaI Plata is or Pems[Deec. Uplift Wallfadenef Rafter Fad.ner Plum FA ormr )-.-- stalls Ar.Nal rMiortrm nNl mglm Mc
_ 3-3'x0.131 1 H7 435 &SONLS 4-S 1.5- H1 400 &8&115- 48d F]��1pITe f�%pn1/pI.
roans• H11Z 750 &MIG17 &SD1(k2.W HIIZ 750 0-18&2.S &10&2.W Q a M9 Rt lale9.
3-YI49890QDMOS H2q 485 SSON+.S' SSON1.5' bSON1.5' H7q 485 541&1.5' S8&7.5' ?Bax 1.5' M x.ADD[ ra mdoa ion mots.Si4l1Antl1
H2.SA 540 - SSON7.5' SSONIS' H2.5A - 8d 8d �'
A srvai x41100.mass eC lA a+4 3x sIDN a.Pr
20.1'Degond breala each stud and pima 2-Bal 0.131.117x0.131') H.5 410 SS Ri SSD9c1.5• 12w 410 SBd Bit Naim
2-3'x 0.191 mals lace nail M2.ST S45 7-50211.5' SSDN+.S" MA 145 S8d SAd a. aN1 4m sac rt.SuL W.YC AR as WrOAy
7+.1'a8'snoemnp to oechba n9 3-8d 3 140.17f12'Y 0.131') (ecu nal H1A 4B5 7-SDN1.5' SSON7.5' IgA 4 141&1.5' S8&1,5 A.IM oN-strtrt.Nan nm.area
T2.Wide than l'[6shanthin la each beam 3-Bd Commonl7112'x 0.131 lace rwl M3 320 4SDRr1F 4Wasl.5' H7 320 4ad led Z 1.IiL.}j�,` 289'an am yc1..peau"sRCPxAnWR
0 e ft•M1er H4 280 4SDN1.5' 4S09S1.5' �} Z d4k 4Ba b�ppoodf�ss
23.Built-up comer Code 184 common(31a'a 0.182) R.Rar Z a�111pr Yad zVs a Corr Morden dxu<tIP4Ih11gm
]'a Q731 mals 16 o.c. HS Rig- 4SD&1.5' 450N1.5" HS 265 4Bd 48d �E.M4i s lausas.Aram.fle 10 toln smlra nxai
L7S12 895 &SON1.S &SONLS" LTS+2 am &t0ac7.5' &10&1.S aMnW mar ora Dam T---
3:
-- NmaDa
3'14 gagasmple. 1B'o.<. L75.16 +015 B-SDNI.S• &609x1.5" MIR 821 &10&7.5' &10&1.S � expos
24.BuiLupgadereMbeans 20d.-M.(T.0.1-21m3T DC. face nail at to and balsam staggered an LTS-18 1235 6SON1.5• 65D&1.S' LTS18 620 610&1.5' &10&1.5'
T x 0.131•raft.24o.C. opposite sides LTS-20 1215 &SON1.5- 6SD9c1.5' LTS-20 em &10&1.5" &10&1.5' \\\ f W T• e
3.14 gage step,$a 2P D..C. MT&12 895 7-S0N7.5• 7SON1.5' MTS12 am 7-10&1.5' 7-10&1.5' Z \\\ �,C..............
MTS1a 1075 7-SON1.5' 1-SDNIS- MT&I6 Ban i-10&1.S 7-10&1.5 �. l
7-28 calun.n(PY 0.1821 MTS-18 12ss 7-sDN1.r 7-sDNTs• MTs1e sin 1-+om1s" Tao&+s p \\\��:• �\CENSf
9-9'x 0.131'ngls
face nall.1 earn and a each SNNe MT-120 1255 7-SDN1.5• 7-SDN1.5' M1S20 BW 7.10&1.5• 7-10&+.5' (, `�•�'. •'
9-]'14 Boge deples P.-..¢. IIM1 Column Fadenar Rafter F.demr P.MIM.e Uplift Lolumn F.daner Barter F.d.ner •�
25.7 blanks tea Gammon 31R'xo.te7 et each beedn A71 - ..Era 1.5 7-SDN7.5' AT7 7d5 2-10&7.5" 2.10&1.5'
25.014n Oa to mbar 3-10d common(9'%0.+481 Porch A2J - 450N1.5' 4SDN1.5' Porch AZ1 185 470&7.5' 4-10&1.S
4-7%0.131 mgt (ace nail 033 - 46DN1.S 450N1.5' All 750 4100 4100 rr
4-3'14 gape delves ParWDec IIs Wall fedenar Floor Feden.r P.rllldm UpllR Wallhalenu Floor FesLn.r (n
27.Jack.alar la hip 3-10d[dn.en(7'[0.1481 W.11m FI91Ha LSTA-+B 1,735 7-SON1.5' 7•SO27.5' Wall la Flom(e) LBTA-1B 1,110 7-iW 7-ted J_
4-3•x 0.131 nails meneg PadflD.c IIs Wellf.d.ner Floor Fastener PeNl0aee UNIR SWdl.denor header Frd.ne Q �� STATE ?(�`
4-3•+4 gape aeples ]acts.1-V4'WIOo 4,725 7-SONI.S TP-35 WR 5-3Y 0.131' S-]Y 0.131•
Te4)owna H.ader(d} HP40p1,80,81 4,72 5.31[0.131' Satz 0.+31' Tom•.. ,,p P :•�\
se'x^umsacna 4.3m �i� ''`0 R ID
2-164 common 13117 x 0.16!1 a My..de m hue ng-m. Partal0a.a UpIl Well f.d.n.r Floor F.dan.r \ \
]-3:10.131*nals Osco nal //�S ".... •••••"'. G \\
D.Hondas oro.Sen.. n.4hwn. 70Ga 1-114-WiW 4,725 7-Irdo " - // Sir �N `\
9-314 aed.pl.s SI6a30'Mchm 4,300 - 0 // 0NA� \�
ace.Row rdmnp T"by dug.baem T-tea cammmpv- ,.1671 e. strep.cm ba cu Inane"ll maw hint mac ngsama Strom a.
x0.131'.61, loaned b.Ranatiesmahtlwgl to bado.orycan-t-.1o,14".x.&csrD..wycehrmr Z'
3-3.ld gaga staplesIvO.c.Cut is rectums on comets and studs adjacent to carriers. 11J )Jatthwrr T.Baldhin P.E.
C.Omy needed.iihmw.6%inl snaanhp weals. )- Florida t}een.o#6460B
2-lad[share,(311T x 0.18T) d.Headers mer 6-span. (/}
3_T.0
.131•nal[ lace add
3-3.14gage depl.s 2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#55- 1-180-C � shCe' FBPR-6 0F 6