HomeMy WebLinkAboutEngineering Michael G Tomko,P.E. R E C E! D PARR 1
T.R.Arnold and Associates,Inc
Phone: 574-264-0745
Fax:574-264-07.40
Dec 7, 2016
Craig Young.
Jacobsen Homes
-Mr. Young,
Page SU-01-008 in the Jacobsen Homes' HUD"set-up manual was based on the 2004
Florida Residential Code. Since Florida has adopted the 2014 Florida residential code,
the wind speed map has been changed to represent ultimate wind speed in ASCE7-10
instead of the design wind speed called out in the ASCE7-05 maps
The wind pressures calculated from the wind speed map in ASCE7-10 are allowed to be
reduced by a factor of 12/3 if the structure is designed using Allowable Stress Design.
When using a wind design from ASCE7-05,the conversion to an ultimate wind speed is
as follows:
ASCE7-05(2004 FBC)VASD: 120 mph exp B=,ASCE7-10(2014 FBC)VN,T:`140 mph exp C
ASCE7-_05(2004 FBC)VAsD: 1,40 mph exp B=ASCE7-10(2014 FBC)VuiT: 164 mph exp C
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`*: No 63802
Sincerely,
STATE OF
'O�.•A P:�aa
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♦i S.4 O.R IV N
Michael G.Tomko •��r�e°a°°'�
FILE,
THEFOUNDATION ISDESIGNEDTO MEETTHE REQUIREMENTS OF THE FEMASS CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION.COLLAPSE,AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, LIHLTFrr A
AND ALL OTHER LOADS DURING THE BASE FLOOD.IN ADDITION,THE FOUNDATION 13 DESIGNED TO PROVIDE RESISTANCE TO UPUFTAND OVERTURNING OFTHE HOME DUETO FLOODANDWIND FORCESATTHE BASFLOOD. xLL' CEN rA
—FACTORY I-BEAM
�2 xe WOOD CAP 6'-0" 6,_0.. FMNo. 56
W �•gQ�' �':
S•xe•x1e•McRETE '-0" ACTORY '
•-y,:l.; Y UNITS
(CRY-6 ACXEO) PORCH T I W .�):, STAASOTij
'-0"4'-0"O.0 B PCI p�
„ „ 6,_0" O.C. 0
b MAX MAX
F-t :f+ •••F
r, :+ MAX SPACING - MAX M a0 +',FLS •4. R\�'•G�.`
— -- yd `
t1 .26 -- Or-- — �ONAfILMU�2�17-2017
°BADE COVERED W,TH(„;�CAPAam 6:d: 8:d: �: 8d €:k f:d E:d 6d 8: &k E: ) v o
FIwL POLYETHttENE, - '(Fj7.I�.
NmE: PIER TtPE'A' AS A I I I L�y(F7��' V
MAN HDGHT OF 3dr fA0N FACTORY I-BEAM - /Q R W
GRADE TO TOP OF P.T.2 x e
.7.2 xe WOOD CAP Q 6' 0" TYP. '—O
\U q Gya
• < 6'4B" MAX MAX U Fn p
QF A I I La a
::•. w -o" 6'-0" TYP. F-' D ZONE INFORMATION
..,.• 'xe'x1e•caNaaTE m MAX 5,_6„ MAX .
.••�.;!� YA30HPY UMTS Q I Q I •FEMA MAP INOIGTEB THAT7MI8 LOT 191NAFLOOD LANE
WITH BASE FLOOD ELEVATION AT 8'NAVO 88.
e FACTORY I-BEAN
F_+ I I •LOT SITE GROUND(ESTABLISHED)ELEVATION I84.D
�A�� p F F F' pp F ppr F pp pp ppTT,� -MINIMUM FINISHED FLOOR ELEVATION TOBE8.N
GRADE G:A, 8:d:
I35 PAD ® m 0® 0® ___ ®® __ 0® — m __ -
(23751 CAPACITY) -- — - LEGEND
DBE,w%DDw(srAR ®II
, PIER TYPE'B'71 A SUDNG GLASS DOOR(START) I C MAX
E OE TON70P OFF.,
2%0 ,-0 4'-O"O'C" SLIDING GLASS DOOR(END) .)..�I' F-1
MAX MAX DBL WINDOW(END
® 17.5'JQ5.5'ABS PAD-moo LBS.CAPACITY
STRUCTURAL LOAD LIMITATIONS:
CODE EDITION:2014 FLORIDA BUILDING COOS(STH EDITION)&ASCE 7.10
I.
ULTIMATE DESIGN WIND SPEED: ®13•XY5°ABB PAD=2375 LBS.OAPACITY
'TO"ph WIND SPEED
2. NOMNALDESIGNWINDSPEEM '
132mph WND SPEED
3. WIND EXPOSURE CATEGORY: "0"
d. IMPORTANCE FACTOR:1.0 SYMBOLS
5. DESIGNROOFLNELOAD: GROUND ANCHOR INSTALLATION_ F-AST��E0 7� p
20PBP 1� �s°c�Eur�N 1'PENETRATPIONIMETER NAIL F.T.-FRAME TIE-DOWN FASTENEDTO GROUND ANCHOR
e. DE ON FLOOR LIME LOAD: MIN.14 SCREWS OR 50R SCREW-HOLES �° G.A.
dO PSF FILLED.EVENLY SPACED.
T.OCCAsaumED SOIL BEARNGCAPACITY: 1500PSF BR CNET ILAYBE OMITTED ON"ITE IF R IS INSn�O RY THE MANUFACTURE •-COLUMN ANCHOR STRAP FA6IENEDTOOROUNOANCHOR
S.OCCUPANCYCLASSIFICATION: R3
2.CONSTRUCTION TYPE: VB 2XB.WN.PEWMBY RAIL
10.TNIeBUILDINGISNOTDESIGNEDFORPLACEMENTINAHIGN ALL TIE-DOWN STRAPS ETC.,SHALL BE TYPE 1 Q-0LNERTECHNOLOGIES,TIEOOWNENOINEERINO,ORMINUTEMANANCHOR$
VELOCITY HU RRICANE ZONE AS DEFINED BY THE FBC. FINISH B.GRADE 1 STEEL PIN.109000 LONGITUDINAL B LATERAL BRACING SYSTEM
MINIMUM YIELD 6NOTH..OS7R5'�MINIMUM 1HICKNESS -0LNER TECHNOLOOIEB,TIEDOWN ENO NEERINO,OR MINUTE MAN ANCHORS
OR MINUS.002 IN.-0.05MM)
-H T-O 9R O�LVANIZEp zwc LATERAL BRACING SYSTEM ONLY
oC11N�TNgO(pA�ST�SrANf1AR0 123pE-BBAU FB�� 7Sp
Po�ppl1TNpD5��IIERRCYNUN B ro 6(R hm RMPANEge04 v. .
M'D 1.5 g SO M OATURER 4'�'DTH.
TION NOTES: ap rJo S5M1I��L T)egEg oexwL m0awl
;OUBLOCKKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 15DO PEF SOIL BEARING CAPACITY. CERTIFlEDANCHORpROFE5510NA1 ARCHITECT nFD01W15-4'-D•as nmDWNfi-d'-m•as
ENGINEER ABNYD IR NATIONALLY RECOCNI E0
1 CONCRETE BLOCKS ARE ONLY RATED AT S000 POUNDS, POUND PIERS OR HIGHER MUST ;4.-0'O.G RRTpR{THE N IJ�I7�7 ANE mTWGOFA
DOUSLESLOCKED. SPACING (DAONGPAO SHOUID BEM�TI LEIS)EbUAL TO FLOOR J=S
3.STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC.,OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE
477328811BBS4
SPACED PER PUN.FOUR FOOT GROUND ANCHOR MAY BE USED. FRAmE
4.THE MODEL 1101'WNGENDINAL B LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES
ANDFRAMETIES.EACH SY8TEM 18 REQUIRED TO HAVEA FRAMETIE AND STABILIZER ATTACHED AT EACH LATERALARM T.1m MOW SNIM
STABILIZING LOCATION.THIS FRAME71E AND STABILIZER PLATE MUST BE LOCATED WITHIN 18•FROM CENTER OF GROUND PAN.
6.WOODSHIMBMAYBEIN9TALLED WHEN NECESSARY BETWEEN THEI41t1AMANDTHETOP OF THE PI ER SHIMS SHALL BE FRTF OF 8•xle•CMU BLOC" m
KNOTS SPLITS AND SIMILAR IMPERFECTIONS.SHIMS SF(ALL BE OF P.T.LUMBER,CEDAR,ORABB AND BEARING ATALL CONTACT DRY STACKED
POINTd SHALL NOTBE LESS THAN 2/3 OF THE BEARING PRIORTO ADDING THE SHIMS,
6.ALL TIE DOWN ANCHORS SHALL HAVE AMNIMUM4,725 UL ULTIMATE CAPACITY AND SHALL BE INSTALLED PERTHE MANUFACTURER'S SPECIFICATIONS.
7.THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTER SETUP,AND IS INTENDED FOR USEAS A PERMANENT FOUNDATION.
&ALL PIERS SHALL BE CONSTRUCTED OF S'X 8'%18'CONCRETE MASONRY UNITS CONFORMINGTO ASTM COO. -YL MINIMUM POLYETHYLENE FILM
9.INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR ODOR OPENINGS. �� JOINTS SHALL BE TAPPED 11-Naas
10.I•SEAM SUPPORT PIERS MAY BEINSTALLED LATERALLY(B)DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLA%MUST BE + AND sEAitn NTH ADHEBVEs
LOCATED DIRECTLY BELOW THE 4BEAM CENTERLINE.
11.ALL MASONRY PIERS MAYBE INSTALLED IN ADRY STACK SUBJECTTO LOCAL JUTUSDICTION
Senyb En0lneering SerYlma THESE STANDARDS AND PLANS MEET DRAWNO INFORMATION CUSTOMER: GAYTON&SHERI KYES OP.BIGNED FORIO
318 S.Smile N.Y.BID.100 THE 2ou F.e.c.-RESmENTIAI(Sih Eanmt- ADDRESS: 99 NETTLES BLVD,JENSEN BEACH,FL 34957 ISF ROOF U%fa M
LBKe Wslea,FL 33853 CENTRAL NAMe MODEL#UKNOWN-15'-4"X 46'-0'(HUD) eF�AR'Na SOIL
cm.:e53se9seeD Vw•ULTIMATEDESIGNWND SPEED-+7OMPH(RISKCATERGORYNBUIMNG) ".I. FOUNDATION PLAN AND DETAILS
TY
Fex:1•888b1.g ae V•BLE IGOLAL DESIGN WIND SPEED•1J2 MPH(RI6K GTERGORY II BUl01N0) HOMES DATE: PROVIDED BY �I �Op
Weoaile:WWW'.eanybenglneeJing.mm (TABLE 1609.Gi) �y(■'((]fl,EJ•(■P
Emall:Info®eenybenglnm%ng.mm MARKV.RICHTER.P.E.051108 I 02'16Ta1 „$EN1fB ENGINEERING SERVICES
3158.SCENIC HWY,STE.ISO sma:
LAKE WALES,FL 33863 FEr:Yn rrv:•r.:_J.:+rvc:n+vrL= 8 1
g)cwrwmHr mla OFFICE:SSMD5800 , NOTPRINTEOTosr LAKE WALES,FLORIDA 33853
r
HANDRAIL GRIP SIZE _ STAIR TREAD AND RISERS
THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES, THE RISER A8 JJJI g
THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE s p
ADJACENT TREADS, LB
1�•2' OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.
A, ° THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE W
E MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION W
OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.
16 ~ THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE . EE flfl
SMALLEST BY MORE THAN 3/8 INCH. p g
A. b6 � B @
THE RADIUS OF CURVATURE AT-THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER EXISTING STRUCTURE ppp
THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES ' �gBg a
NONCIRCULAR CIRCULAR RECESSED SHALL BE PROVIDED ON STAIRWAYS WITH SOLD RISERS.A NOSING IS NOT REQUIREb WHERE
THE TREAD DEPTH IS A MINIMUM OF 11 INCHES.
PartinBler:4'-fiJ" Perimeter:>fi� ���� � '
-HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED •PLANE o
ADJOINING THE TREAD NOSING.-OR FINISH SURFACE OF RAMP SLOPE, I rI
SHALL BE NOT LESS THAN 34.INCHES AND NOT MORE THAN 38 INCHES. r�^-
'HANDRAIL SHALL BE PROVIDED ON'AT LEAST ONE SIDE OF EACH. 00' V910
CONTINUOUS RUN OF TREADS OF'FLIGHT WITH FOUR OR MORE RISERS.
r EACH P.T.POST FASTENED TO PERIMETER 2 X e P.T.LUMBER(SPR1 OR SPd2)
HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A JOIST USING(3)1/4"X 4-1/Y'SIMPSON's SOsP�T
MAX 16"O.C.SPACING,FASTEN USINGLOAD OF 50 PLF�APPUED IN ANY DIRECTION AT THE TOP AND TO WOOD SCREW§OR EQUIVALENT. - 16D NAILS OR EQUAL
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. .5/4 DECKING TO P.T.M JOISTS WITH r41
4'-0"TYP. T. 5/4" X-6 BOARD RAIL CAP • MIN.2-3'SCREWS PER CONNECTION
8'-0"MAX
OPENINGS SHALL NOT ALLOW
THE GUARDS MAYBE WOOD,ALUMINUM,VINYL,OR EQUIVALENT. THE PASSAGE OF A•4" DIAMETER SPHERE
2 X 4 TOP &BOTTOM ATTACHED TO
TO POSTS WITH (2)#8 WOOD SCREWS
ON INSIDE FACE. z OI�I
2 X 2 BALUSTER OPENINGS FOR REQUIRED GUARDS ON THE W
z SIDE OF STAIR TREADS SHALL NOT ALLOW A STAIR AND LANDING ILLUMINATION REQUIRED 1
MIN. (3) SIMPSON'S SIDS 1/4';X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. u
WOOD SCREWS FOR RIM JOIST TO POST n
CONNECTION, (5) 16d NAILS OR EQUIVALENT 3'-0'LANDING HEIGHT-5 STEPS(MIN.)
ATTACH BALUSTERS TO TOP &BOTTOM 4'-0'LANDING HEIGHT-7 STEPS(MIN.)
P.T. STEP LANDING FLOOR FASTENE ¢� W/MIN. (1)#8 WOOD SCREW OR EQUIV.TO HOST FLOOR MEMBERS USING SIMPON'S X .
1/4" X 3-1/2" SOS WOOD SCREWS OR
EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN b T. 2X6 CONCRETE OPTION:
IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND
ANCHORS AND TIEDOWN STRAP CAN BE OMITTED.
THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING
2X6 P.T. LANDING CONSTRUCTION CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT.
- 16", O.C. FLOOR JOISTS USING(5) 16d NAILS OR -
EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION. n
t to
_ - 30" GROUND ANCHOR (3) 2 X.12_P.T. STAIR STRINGERS 8 p.. E m ui
W/TIE DOWN STRAP y 9 " z
STRAP TO.WRAPAROUND P.T. 2 X 6 TIGHTLY _ _
(DO NOT OVER-TENSION,STRAPS) &
(EACH SIDES OF LANDING) - gm
(1) 2 X 6 P.T. ATTACHED TO POSTS `` ,,pj '�
USING(5)'16d NAILS OR EQUIVALENT AT EACH The seplansaMspecleca8orls
PP �•;••\CE •••C com with Section 1609 olthe Orawlnp NwMec
2X6-TO POST CONNECTION. i� `' 2014��GResidantlal(661EoiUcn)
��' No. 5 6 •• vULT`ULTIMATE DESIGN WND SPEED"170 MPH
STEP CONSTRUCTION
V ASD"NOMINAL DESIGN WMD SPEED•132 MPH
STATE r (TABLE 16m.3.1)
NOTE: = :LJ `
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ' O•• 4i ` (3 e0m W0aem)
AI_I DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. F °':C OR\�Q'°��` sc ys e°cm.°xN sea.
All STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER �',S.S �G �.` s1B s.scenic Hwy ����[1]]]]�AIIII o
Lake Weles,FL�� qLj
�NAI ,°' mote:BesseALL FASTENERS IN 0 U A TAI SS ST '•rr11r .Fax:i•866-as -