HomeMy WebLinkAboutSUBMITTED PAPERS_2SECTION 553.800)(cil, FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DCA INSIGNIA, FROM FURTHER PLAN
REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT
OF COMMUNITY AFFAIRS (DCA) ATTESTS THAT THE
PLANS HAVE BEEN REVIEWED & THE BUILDING HAS
BEEN INSPECTED BY A STATE! APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC,
lEL9CMM/PJLUMblf4G COtANKMONS:
GENEM NOM:
ATN"ON LOCAL 13UILDING 01P=.:
ALL ON -SITE ELI-'CTRICAL AND PLUMBING CONNECTIONSIINSTALLATION SHALL BE
1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE
THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURE19, HAVE NOT
COMPLETED BY A CERTIFIED ELECTRICAL OR PLUMBING CONTRACTOR RESPECTIVELY
FLORIDA DEPARTMENT Or BUSINESS AND PROFESSIONAL REGULATIONS ID5PRI.
BEEN INSPECTED, AND ARM NOT ATTMSTCD To an COVERED BY THE STATr OF FLORIDA
AND ARE SUBJECT TO INSPECTION ANDIOR APPROVAL BY THE LOCAL AUTHORITY.
2. IT IS THE RESPONSIBILITY OF THE! CERTIFIED CONTRACTOR TO INSURE! STRICT
DEPARTMENT OF COMMUNITY AFFAIRS INSIGNIA (L.ABELI. THIS LIST DOES NOT
C MPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS,
NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATeRIAL THAT MAY BE REO'D
sm)?"PAU71ON / FOUNOATIOIN:
OBTAIN ALL REQUIRED PERMITS, & SCHrDULE! & INSURE THAT ANY INSPECTIONS
FOR A COMPLETE INSTALLATION. ALL. SITE INSTALLED ITEMS ARE SUBJECT
RE UIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY
TO APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. ALL CODE
AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS
COMPLIANCE FOR THOSE SITE INSTALLED ITEMS SHALL BE DETERMINED AT
IN ACCORDANCE WITH THE REQUIREMENTS 01' THe FLORIDA DCPARTMENT Of-
SHALL Be BORNE SOLCLT AND EXCLUSIVELY BY THE CrRTIFU!D CONTRACTOR. ANY
THE LOCAL LE!VrL AND ARE THE EXCLUSIVE RESPONSIBILITY OF THE LICENSED/
COMMUNITY AFFAIRS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS.
FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAT EFFECT THE WARRANTY.
CERTIFIED CONTRACTOR INSTALLING THE STRUCTURE AND NOT JACOBSEN HOMES.
1. ALL LOTS SHALL BE PROVIOrD WITH DRAINAGE AND SHALL Be GRAOCO 50 AS
3. THE FLORIDA CERTIFIED CONTRACTOR 15 Nt!5PONSIBLr & SOLELY ACCOUNTABLE FOR
SCTUPIINSTAL.LATION INFORMATION 15 INCLUDED WITHIN THIS APPROVED PACKAGE.
To DRAIN SURFACE! WATER AWAY FROM THE P0071NGS AND THE FOUNDATION
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND
WALLS (By OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE! SOIL
COORDINATION OF ALL WORK PrRFORMI!D ON THE STRUCTURE, INCL SUBS.
(SUCH AS ALL MUCK AND/OR OTHER LLKr SOILSI. OTHER DELETERIOUS MATERIAL(SI,
4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA.
SM INSTALLW ffM:
ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC SHALL BE REMOVED FROM THE!
5. NO PORTION Or THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE
AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING.
BASE FLOOD ELEVATION AND THE FOUNDATION SHALL Be CAPABLE OF RESISTING ALL
THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE;
THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH
LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING.
1. ALL SITE GRADING/FILL AND LOT PREP. IINCLUDING DRAINAGE!I,
r
FOR EV = RY TEN PEET OF SOIL AReA� WATER SHALL NOTkCCUMULATE BELOW ANY
G. THIS BUILDING 19 NOT DESIGNED NOR INTENDED TO Be INSTALLED (LOCATED) IN
2. THE COMPLrTE FOUNDATION, Ttl!-DCWN, AND ANCHORING SYSTEMS.
PORTION OF THE STRUCTURE. ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMCS.
"HIGH VELOCIT'T HURRICANE! ZONES" - DADE! AND BROWARD COUNTICS.
21. TERMITE TRCATmrNT AND REQUIRED VAPOR BARRIER BELOW STRUCTURE.
2. CRA L SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY
IT IS THE RVSPONSIBIL.1TY OF THE CONTRACTOR TO VCRIrT THAT EACH
4. RAMPS, STAIRS, AND GENERAL ACCESS IINCLUDING ALL ACCESSIBILITY REC'MENTS).
APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS.
BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED
S. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEMIS).
OPENINGS SHALL Be ARRANGED TO PROVIDE CROSS-VrNTILATION AND SHALL BE
AND CONSTRUCTCD. JACOBSEN HOMES AND IT'S THIRD PARTY APPROVAL
G. ANY PORTABLE FIRE VXTINGUISHCRISI AND/OR FIRE SUPPRESSION SYSTEMISI ReQ'D.
COVERED W1 CC ROSION RESISTANT WIRC MESH, THE LEAST DIMENSION SHALL NOT
AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF T14E BUILDING
7. ELECTRICAL SERVICE HOOKUP [INCLUDING FEEDERS) TO THE BUILDING.
EXCEED 1/4- IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS
PLANS, SHALL NOT he HELD LIABLE. IF A BUILDING 15 INSTALLED INTO A
8. ALL ELECTRICAL CROSSOVER LOCATIONS IMULTI-SECTIONI STRUCTURES.
SHALL HAVE A NET FREE ARRA OF NOT LESS THAN 1 90. FT. FOR EACH 150 SO.
REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO
9. STRUCTURAL & AESTHETIC INTrRCONNECTIONS BETWEEN MODULrS/SECTIONS.
:��FCET OF CRAWL SPACE IAREA BENEATH BUILDINrl. CRAWL SPACE ACCESS PER
INSTALLED THE BUILDING, SHALL BEAR SOLE LIABILITY/RESPONSIBLITY.
10. EXTERIOR SIDING AND/OR ROOFING AT MODULE MATING LINES OR OTHER AREAS.
%'THr FBC/FRC. MIN, 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW THE BUILDING.
7. THESE! DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY
11. EXTERIOR WALL FINISH IENDWALLSI AND SOFFIT MATERIALS (rNDWALL AREASI.
ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBClFRC MAY BE! USED.
DESCRIBE! EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE!
12. WINDOW GUARDS. WINDOW PROTECTION, STORM SHUTTERS ION-SrTL. BY OTHPRSI.
3. TH FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE
NOT SHOWN, BUT ARE Rr:Q'D FOR THE COMPLETION OF THE ANY ITEM INCLUDED
13. BOTTOM OF FLOOR INSULATION/50770M BOAR? MATERIAL (WILL BE NOTED ON PLANI.
S HALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS
IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART
14. CROSSOVER CUCT AND CONNECTIONS (HVACI.
NY EVIDENCE THAT THE GROUNO-WATrR TABLE RISES TO WITHIN 6 INCHES OF THE
OF THESE CONSTRUCTION DOCUMENTS.
15. AIR CONDITIONING AND HEATING SYSTEM IRrPER TO FLORIDA ENERGY CALCULATIONS
GROUND L12VPL AT THE OUTSIDE! BUILDING PERIMETFR, OP. THAT THE SURPACL WATER
8. PARTIAL SETS OF CONTRACT DOCUMENTS IPLANS, NOTES, 012TAILS AND SPLCSI
PCR MINIMUM EFFICIENCY REQUIREMrNTSI. INSTALLED ON-SITL, BY OTHERS.
DOES NOT READILY DRAIN I -ROM THE BUILDING SITE, THEN THE GROUND LCVI:L OF THC
ARE NOT AVAILABLE I -ROM JACOB512N HOMUS OR THEIR ENGINEER AND SHALL
16. HVAC DISCONNECT, WIRING, 5RCAKrRS, SERVICE RrCVPTACLE, ETC_
UNDFR-FLOOR SPACE! SHALL, AT A MINIMUM, BE! AS HIG14 AS THE OUTSIDE FINISHED
NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS.
17. ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION (RIDGEMORMERS, ETC L
GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 15 PROVIDED.
OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS.
18. GABLE ENO FRAMING WITH HINGED ROOF SYSTEMS.
4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGFi EACH END OF EACH SHMARWALL
TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR.
19. FIRrFLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACC CHIMNEY FRAMING.
SEGMENT & COLUMN LOCATICNS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO
20, RE 'D GRAB BARS AND ANY REG'D WATER POUNrAINS/WATER COOLERS.
FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE
N(M: rHM FLOOR AND/OR ROOF DESIGN OF: THIS PLAN ir ,LtrHT-FRAME TR .
USS.Typr
21. REaD EMERGENCY & EXIT LIGHTING AND ANY RED 'D AUTOMATIC LIGHTING CONTROLS.
INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS
CONSTRUCTION- AS ReFURENCED IN PAC RULE 8BA-3.012(61. POSTING OF NOTICE! SIGNISI AS
THESE ITEMS MAY Be INSTALLED AT THE FACTORY (PRODUCTION FACILITY) AT THE DISCRETION
COLUMN LOADS, THE FOUNDATION SHALL Be CAPABLE! OF SUPPORTING ALL LOADS.
REQUIRED BY PAC RULE GSA-3.012161 SHALL BE SITE INSTALLED AND 19 THE RESPONSIBILITY
OF THE PLANT MANAGEMENT (IF POSSIBLE DUE TO DESIGN FEATURES). WHEN ITEMS ARE
5. THE DESIGN & CONSTRUCTION OF THIS BUILDING RVQUlRrS CONTINUOUS SUPPORT TO
OF THE BUILDING OWNER.
INSTALLED AND INSPECTED AT THE FACTORY. LOCAL APPROVAL IS NOT REQUIRED.
BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERLMETER OF MACH FLOOR.
UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS
IN G:
AMC NOT USED IN THC CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE,
%4"
CAUV04:
A MINIMUM 1 1/211 BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE
FOUNDATION SYSTEM ISIDPWALL & ALL MATING LINE AREAS SHALL BE SUPPORTMD1.
INSTALLING A MODULAR STRUCTURm/BuiL.DrNG CAN Be EXTREMELY DANGEROUS. ONLY
MODULAR BUILDINGSISTRUCTURrS CAN WEIGH SEVERAL TONS. IT 1. EXTREMELY IMPORTANT
6. THE ENTIRE BUILDING/S7RUCTURE! SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION
QUALIFIED PERSONNSL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTUReIBUILDING.
THAT ALL PERSONNEL, ON THE JOB SITE. BE QUALIFIED AND PROPERLTIADEQUATELY TRAINED.
SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE
IMPROPER PROCrOURCS OR TtCHNIQUrS COULD RESULT IN SERIOUS INJURY OR DEATH.
A FLORIDA CERTIFIED CONTRACTOR 19 REQUIRED TO BE RESPONSIBLE FOR ALL SAPET-Y
A T SHY FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL B12 FREE OF KNOTS,
IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT
INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA
CHECKS, SPLITS ' BREAKS ' AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL
IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEV12R ATTEMPT INSTALLATION
AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE
BE OF TRFATEO LUMBER OR OTHER APPROVED MATERIALISI.
IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS ANDIOR EQUIPMENT.
CONTRACTOR SHALL, INSURC/ReQUIRC THAT SAFE AND PROPER TECHNIGUMS ARC ALWAYS USED.
7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BC COMPACTED TO A MINIMUM 8GX
DENSITY -PCR ASTM D-1557. POOTERS 12- BrL.OW VIRGIN SOIL AND BELOW PIROST-�Me.
8. THE! MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12
INCHES 1505-1 & IN ALL C SES THU FOOTINGS SHALL EXTEND BELOW THE PROST-LINE.
9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY
Wl ALL APPLICABLE CODES AND/OR REQUIREMENTS IINCLUDING STATE AND/OR LOCALL
TOtMM PROUCnOM:
1. APPROVED TERMITE PRE)TECTIONITREATMENT SHALL BE PROVIDED. A 6 INCH MIN.
C EARANCE SHALL Be PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE
FOR TERMITE INSPE=CN (4 INCHES MINIMUM FOR GARAGE OR PATIO SLABSI.
2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BCLOW THE! BUILDING
0 STRUCTURAL FRAMING ICRAWL SPACE AREA) TO THE SOIL.
3. A T-a- (12 INCHESI MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN THE STRUCTURES
EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOFIGUTTER DOWN SPOUTS, SPRINKLER
SYSTEMS, ALL SPRAY HEADS, MY OVERFLOW DRAINS, & WATER HEATER T&P DRAIN (ON-SITEL
TREATMENT SHALL 5C APPLIED TO ALL AREAS BENEATH THC DUILOINGJSTRU�RC JINCLUDING
PORCHES AND OTHER W" AREAS% AS WELL AS. ALL EXTERIOR AREAS THAT ARE LOCATED
WIT IN A MINIMUM OF IIQ- (12 INCHES] FROM ANY/ALI_ EXTERIOR WALLS OF TH2 FOUNDATION
SY TEM AND/OR ANY PORTION OF' THR BUILDINGISTRUCTURM OR AS ALLOWED 5Y THE P5CIFRC.
5. TREATrD SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN. 6 NIL POLY VAPOR
BARRIEk TREAT ENT SHALL Be DONE AFTER ALL EXCAVATION, BACK FILLING, & COMPACTION.
ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL Be RETREATED.
C
0. NO WOOD, VEGETATION DEAD ROOTS, CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR
ANY CELLULOSE CONTAINING MATERIAL SHALL be BURIED WITHIN PIPTIVEN FEET OF ANT
BUELDINGISTRUCTURE NOR THE POSITION OP ANY BUILDING/SrRUCTURE THAT MAY BE
BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 3 - SITE PRUP/rOUNDATION SECTION.
7. UNLESS OTHERWISE NOTED. A GALV. TERMITE SHICLD & P.T. LEDGER SHALL BE INSTALLED
ALONG THE FOUNDATION SYSTCM. WHEN P.r. JOISTS ARC USED LEDGER IS NOT REOT.
IMOMOR GL=NG PROTEMON:
WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED tLM SUPPLIED WITH THIS
BUILDING. GLAZING PROTECTION NOT REO'D Wl IMPACT MESISTANT WINDOWS.
STATE OF
FWRWA
2007FAC
tA
2007FRC
UK
2008 NEC
0
2007 FRC
SUPF
THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR. PLACEMENT IN HIGH VELOCITY
HURRICANE ZONES (HVHZI. ILL., DADE COUNTY OR BROWARD COUNTYI.
z THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE! FINE! INSPECTOR, ON -SITE!, FOR
COMPLIANCE WITH CIA 632, FIRE SAFETY CODE.
JACOBSEN HOMES CVRTIFII!S THAT TH15.MANUFACTUReD BUILDING HAS BEEN EXCLUDED FROM
THM REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD).
'j"
O?Lm spws & -PRAMNIS PAC"GIE
00E
U."NG AGENCY
00No
APPROVAL
VF
THIS DRAWING PACKAGE COMPUES
WITH WE FLORIDA MANUFACnIRED OESCR"ON PAGE(S) 6/1
BUILDING ACT OF 1979 AND ADHERES
COVER SHEET & NOTES 1
TO THE FOLLOWING CRITERIA: % k" I- I v
FLOOR PLAN LAYOUT 2
COMPLIES W/ 2007 FLORMA RM CODE, ELECTRICAL CALOS & NOTES 3
12611
ho 63802 .0
INCLUDING ALL 2009 SUPPIEMMIS ELECTRICAL LAYOUT 4
5
EXTERIOR ELEVATIONS
CONSTRUCIION TYPE V_B
EXTERIOR ELEVATIONS 6,
OCCUPANCIr R-3
PLUMBING NOTES & DETAILS 7
TOTAL NUMBIR TYPICAL CRO55-SECTION 8
OF STORMS: .0
HVAC SYSTEM LAYOUT 9 q,- `10 R
150 MPH SHEARWALL & MISC. DETAILS 10 1�1
14 7b -of
WIND VELOCrIY 3 SEC. GUSTS 14
EXTERIOR GLAZING PROTFCTION 11
FIRE RATING OF
EUMORWALLS 0
21
A&LOWABLE
ROPOSED WORK
FLOOR LOAD 40 PSF THESE PLANS AND ALL P
ARE SUBJECT TO ANY CORRECTIONS
ALLOWABLE
20 PSI= r
ROOF LOAD REQUIRED BY FIELD INSPECTORS THAT 2--13" �51
0 MAY BE NECESSARY IN ORDER TO
SEISMIC LOAD
p
JAC05SEN COMPLY WITH ALL APPLICABLE CODES.
MANUFACIURER HOMES
ATMCHWWS:
HIGH VELOCITY JACOBSEN CERTIFICATION LETTER DCA
NO
HURRICANE ZONE RAISED SEAL LETTER - DCA
FLORIDA PRODUCT APPROVAL
R
SHEARWALL CALC'S
FLORIDA ENVRGY CALC'S
PLAN NO.- z
i�,,�k'_AM,IIESERVED FOR. LISMNG AGENCY APOILOVAL
MFT-68-MOD-506 k�Re �6RAWIN
V% pr-THE PLANS -AND opeciricATIoNs CONTAINED WITHIN YmB, 0,
KAGC INDICATES COMPLIANCE WITH THE CODES ftPFPRt!NCLO HERitti
IN, , ,
Rwl &
E
THESE PLANS COMPLY WITH RULE 9&72 CONSMUCHON CALCS FIGURED PER R301.2.1.1 - METHOD 2 --a
"o
FOR PRODUCT APPROVAL OR WITH
STATE OF FLORIDA STATUVE 553.942
DATE 07/28/10 CERT. NO SMP-47
RAISED SEAL (OR ELECMONICALLY SUM)
SET OF WILDING PLANS ARE ON 01
IN THE THIRD PARTY LISTING AGENCrS PLAN NuIvIBER MFT-68-MOD-5qp
OFFICE AS DIREOED BY FLORIDA DCA.
APPRO D BY WILLIANI TE �R
THE MANUFAcIUREws DATA sHEET
AND THE STATE (DCAJ INSIGNIA, SHALL
05 PERMANENTLY MOUNTED 70 OR
REVISIONS
ABOUr THE ELECnUCAL PANEL (COVER).
13Y
(sigI . - - - ��&
Patttre-�
D B
VILLI '/M
W), INC., q :771261 010,
SECTION 563.301 Xdj. FS, SPECIFICALLY EXEMPTS STATE APPROMID;MA NUFAC : TURCO IMODULARI
B S
30S NORTH OAXLAND AVE. UIL.ING BEARIM9 THE DCA INSIGNIA, PRO. RTHMR PLAN REVIEW BY LOCAL-CODM ENFORCING
AGENCIES. THU INS IN' IS -CO BY 1.1 1L.RMA CP..CNl .1 C ... �N 1."�
NAPPANEE, IN 4655D4490 AT- THAT THM PLANS NA- BCEI R=VIUWED AND THE BUILDING HAS 5... INSPECTED 51 A
STATE APPROVtO THIKD PARTY A.- M�ANT WITH -THE FLORIDA MUILDING C00t.
(5741773-7975 C.Ml Pl.RI.A R COOM�l 1;1
INCLUDING ALL 2... UPPLE.M.-
T BUILDING IS NOT A HUD BUILDING.
THIS STRUCrURE HAS BEEN DESIGNED FOR ERECTION OR
7, 114STAUATION ON A SITE BUILT PERMANENT FOUNDATION AND
15 NOT DESIGNED TO BE MOVED ONCE 50 ERECFED OR INSTALLED.
7 DRAWN:
APPRO)aMATE SQUARE FOOTAGE OF BUILDING-
C.YOUNG
821.8 SQ.FT. LnnNG AREA
-CHECKED:
M.T./N.T.
MATE-
7/15/2010
Tse ANS ANO70ETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE,CONI_l.l_
QCAU--
mv 11-0:j
II� PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHOTZF-q,,
mo-6-,z,�6PYINGI DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS, CqNT.AINMD.
_74
STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL. 711159E MA"i
P v TO
RO IDED THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE Coplea 6R:O-qieRt'�
WISE: REPRODUCE0. ANWOR DISTR15UTPO TO OTHERS FOR ANY PURPCSZ WITHOUT- EXPRESS W N
OF 11:1�.`
N HOMES. THIS DRAWING PACKAGE AND ALL THr CONTENTS �
H�ORI 7ATION FROM JACOB5V CONTCNTS�.
1�
ARE� 714E� EXCLU51VE PROPERTY OF JACOBSEN HOMES. ALL RIGHT5 RE 0 COPYRIGH I
:SERVED.
C.P .....
-
MODEL
WHEN P UNDATION SYSTEMS ARE DrSIGNMD OR CONSTRUCTED BY OTHERS, JACOBSEN HCMCS AND ITS THIRD PARTY APPROVAL AGMNCYIS) ALONG WITH THE ARCHITECT ANDIOR ENGINEER OP THE BUILDING PLANS SHALL
NOT BE HELD R12SPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION ANDIOR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. COPYRIGHT C) 2010, JACOBSEti HOMES, SAFETY HARBOR, FLORIDA, ALI. RIGHTO RESERVED
USE 5/8- FIRE -SHIELD GYPSUM
ON THE INSIDE OF ALL
t_g- 4
EXTERIOR SHEATHING NOTE
USE 5/8" FIRE -SHIELD GYPSUM
WALLBOARD ON THIS SIDEWALL
- 1OI-11,7jr--
9-6 3/4" 1 is-10 I/r
32" O.C. STRAP I ti 11 r 11
SPACING (OFFSET) dK- 24 1/f X 60
qpq�mx Pw.* I
PW.FW-
<;
BEDROOM &2 ADVA
94 (@>
/b
66' FM PREP.
6'-11%.
OFFSET
f 'g. SOLP7
'EAT I
vim
IV RA 9L
.-14 I/T�X 60.1/4-,. 4 -w
7
-4
TV PW. IDD 1".
HT
MWORED TV Ple., & naw
6T IIIGH
BEDROO
118 STK
66* F 465
gr WDE
RECESS
2
67
30
L2
X3
54 11Y PH x
ERM dM(
36 Ilt X 601/4! 36 I/f x 601/4 _qL_ lc�i_
WP i e
PR
Vy- 1/1?
15
15-9 X
6 1/y T-t Or I I
METER AND MATING LINE PIERS ARE REQUIRED
1L PROPOSED WCK_
THESE P! ANS AND P S ALL SHEARWALLS SHALL HAVE A PIER INSTALLED AT
X CORRECTION BOTH THE SIDEWALL AND THE MATING LINE AREAS.
ARE SUf JECT To k MAXIMUM STRAP SPACING (TIE -DOWNS) ON SIDEWALLS.
I INSPECTORS THAT""
REQUIR 'D By FIELC ALL I -BEAM (CHASSIS) LOCATIONS SHALL HAVE PIERS
( IN ORDER TO ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION
MAY BE NECESSARI OWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN).
rompff WITH ALL APPLICABLE CODWNTD1E�TiON PER FBC AND STANDARD ENGINEERING PRACTICES.
LIGHT AND VENT CALCULATIONS
AM -
ROOM
AREA
INIL PT
LIGHTJ
Re .
Q. IT
LIGHT
PR.�
Sm FTJ
ism Fri
LIVING ROOM
1.1
14.46
2S..
72.
10.06
PASS
DIMINO ROOM
72
5.75
52.55
2.88
15.72
PASS
DaDRO.. .1
118
..4
28.52
4.72
36
PASS
BEDROOM .2
9.
7.62
7.69
5.76
5.915
PASS
4,-Io' 4 1, 'Ir 19-7 7/r 4 r �-4 3/4' 61
48" O.C. STRAP I
431
iT-o3/,C- SPACING (FULL LENGTH) 3 �.N = i -
314- MD m wr
WATER (cffo] 2v-O 1 94 71e 9-9 7/r
z-WROO6= PHOKE PREP. Imp
- ir � - - - I . - MI
ur I
Lm (��)
r-
25X27 7, a=
-DO I'mmy
Lin
10 DININ
BE I W. 72
OR
112f (M EW)
CAP
143- (M HAI
STK
L HL
REr.
DWR
'17
(Sh? LOOSE REFER OJL CAB.)
29r UK CIM
_
SIP LOOSE 21r PAN! FOR TE WALL)
&/�/ LIJ
8 **R-30 ROOF INSULAT
MH **R-19 WALL INSULATION**
67 **R-22 FLOOR INSULATION""
PREP FOR D 0
STAM PREP.
SEE EN
HN
LIVING ROOM
dbdg- db (D
30 'it x so 1747 -- --- - - - - - 30 117 X 150 1/4'
1/2 OCT. ABN /2 WL AME
0
211-5 3/,f 31.1 v
48" O.C. STRAP V-11 7/ir -
SPACING (FULL LENGTH) _010-mr=
W-3 7/r
4re ffi 0
M -
to
(M3 EIA� !a
"s
DOM asE
71-7"
OFFSET
z
32" O.C. STRAP
k-
SPACING (OFFSET)
MCP-1638-508*
@ "-IQ cr-n
M-OD-506
SIGNATURE
71W MM (OR OIE SEE OLT
FASO OSO W/ WIL - 15 GIL SMOG KOTIVA
IQ
7 ONE ME ORLY
A/SlUSST/ 0101S�) 15 GIL S17RE 0 3
r K I, Ma
IQ
- ME ME GLY
W
FASO / ir 14 SL SURE OR NIL OLtir MAL 0 3 K OUr KM
LK 3 FLOOR MM BELOW WALL
MDL 3 FLOOR J0M BELOW WALL
MK 3 ROM WM BELOW WALL
=7 a W - CIE SX ORLY
52RI/ WIIOLS�) 18 GIL SnIFLE # 4 K 0A VAX
J(D
7 d. 9 - ORE ME ORLY
FAIS10 COM MI/ IOL� a GL Son 0 3 K (Ut MAX
7 e 20DIr (CSI) - CIE SEE ORLY
FA/Ml M 1W 18 Gk SURE 0 6 K Of. MAX
WL 3 FLDOR JaM BELOW WALL
16L 3 FLOW JUM BELOW WALL
LOL 3 RDOR J= BELOW WU
'LEGEND 7
- PLOD R PLAN SYM50L�S`
(D OREG)
12' OR 14- CTURN AIR DROP fTYPJ
Q12-
DUCT RISER LOCATION ITIPI
IM
AIR AANDLEIR LOCATION rrypi
=2=2=
SH5ARWALL
C)
BMVARWALL DEBIGNATOR [SEE TABLEI
ElCOLUMN
LOCATION MeE TABLE)
II 7/G�. 1. OR IS 71.-1 RIDGE BEAM",
lu
... Ke NIS NVALL I ..ILUNII
C.... C.1 ... e. ALARM1.1
t,
U N SLIWORIS
Pa. III. P. 1, E.
N.I.- . U, PEET 7,
-p1B?MBEr -Trio." C
% STUI
_C
.1
SPAN
0
"rypa
_pE
"Be
2
0
0
0
0
0
2-15
0
0
2
2
211
N
11,411
0
0
0
N
0
2
6
0
2
2
2.4
N
1...6.
0
N
0
0
1
0
0
0
7,
0
0
0
4
0
0
0
0
N
0
Q
0
0
_O
0
"N.
&
0
_O
a
0
-
\;,.SHEARWAL L 59.77�1i'
'60,t
n,.�--'.DESIGN SPIEG
--L. Be --
I,
D
DESIGN SHEAR N`^LIE:
DESIGN SHEAR VALUa:
01PRTILRNIN3 rORC22
PC 43a
OVERTURNING RCE:
7.1 ILE.
DESIGN SH
222 PL
OVERTURNING FORCE:
.2 PLr
OVERTURNING FORCE;
d
16.2 L59
7.1 LES
DESIGN SHEAR VALUEI
Lp 51,01
PC
OVERTURNING RCMI
LES
D SIGN SHEAR VALUE;
o PLF
OVERTURNING FORC
LOS
4;
4��
DESIGN SHEAR VALUE: r�,
OVERTURNING FOR 275 LF
ce
_7
DESIGN B
IS R VALUE:
FLF
:VERTUR ING FORCE;
o LES
WINDOW SCHEDULE
9760 THERMAL PANE LOW I! W1
=',V
AREA
P LIGHT
R =D
is.. FT.)
PRoymp
IS "I'll
12 x 66
..7B,
A..
0
14 X 38
34862
Db4
a
1. - 40
63
1.4.
I.S.
K x to
20.
1. . ..
A..
4.4
2.08
14 . 12
24 1 40
2.084
1 GA48
1.772
48.
2.46
24 x 54
9�09
6.82
- . ED
10.26
7S.
50 X IS
5wsla
3053i
.1w
30 x 27
5.772
IS
30 x 40
..525
..2.
30 x Go
1-61
30 x 66
14,086
1103
D. 14
A.206
...15
Y-pr
56 ia
4mGB9
3S86
Tno J_
36 40
1 10,202
7.71
3 LO
15271
122
;�
. x .
5252
72 x 13
5 .761
' ODOR SCHEDULE
ARU�
S 0. FT.]
'LIGHT.
jROVjQeD,.
S
Vtih��'!,t4
PR CVI�
'f6p, -31
2i 6�9
21658
447391
21*6209
5.7
40
12
57.162
_SI
_j
2'.
'�. T,
o M. '.
I IS
0 nko,
_j 14
u-
C
Lo
0
FLOOR PLAN NOTES:
I ITEUS SH- -MI 1!
I. I._ CM �'
1__.G1 M I OTHEB,
AND L-L ... E.
GONE - MG .... BE ON.— , .1 -1-
"I ITEN I., IT, MCI __6
_R_ -1.
_EN MET= -1 GAEA.e R BE -
POUNCING ON` TIE - -
Vff 'T. 19 -M-,SlTr' B.y`,,ERB.
ALL RAUM STA.B.
1. �G ANO ... WARB ... OTHERS
INSTALLED ON 5ITC, BY QIHBAS.
SEE FLERICA ENBRG MCS FOR MIN. NVAC BPE
THUI EU...G AT .1 UUUBtEC .-CUT ANY
-APPROVAL OF TIESe PILANS N� be'FUIPPEOF
1.1 11 Ill *N-1 END TO END , OR 111�
=1... ARE -1
IF .. PLU. .1 SHOINN IICITH A PORCH, THE FOROM
� BE 'MMITE-11 I WIT"11 - 1-1-
OF _ P_Al 111, I.-IBELY. 11 IS -N
IG He, N._ A PORCH ONE MAY SE ADDED
11- 1 1 111110- 1 THE
HITCH ME LOCA"D AT BIT R END OF BUILDING
WITH - ft'.MR-L I THESE -
CL THIS P MAY BE CDNBT TED AS EIIHER AN ON -
FUME " � o' 'I- _ -
L " IN— "`S NOTE THAI Ile PLI.
ile"'NN=SIT6 �-N1DAAN_10Np=-V-E&
;ARE��RE�ERVED FOR LISTING AGENCY APPRO
APPROVED BY
07/28/10
,-.Be
P.P Hon-1
_p_ MFT-613-MOD-50
COMMIrS W1 2007 PI-ORIDA RES, CODE,
INCLUDING ALL 2008 SUPPLEMENTS
V�m_
4�'
lo 63802
Z,
z
rVE 1
ov:
IN
C.YOUNG
MI.T.114.7.
FFI�
's
OF
WEC:
E x
ki8dm:
0
AND 11�1 .1 -IETART ... 1.1 T.II- .1 IHIANIN. N.- B.I...TION U-1 --H- 'MI' 1E,11 INI 11 Ill ODNIENI, N11 IR, I. STRICTLY B IME.. . A..
TIIE RBCUPICNT POR C PURPOHIC. ONLT AND SHALL NOT BE I.ANNEQ, O-Be. Ilt OT..WI.E B.C.E ANB.R BIETRIBUTED TO OTME*5 AMI ftRPDSZ WTHOUT EOeESS MIrTtN AUTIORIe-ON M 05SENI HONE5. TH15 DRAWINQ PAC- AND IT5 CONTENT. Me THE E PI.PERTT OF N HOMES -L RIGHTV RESERVED. COGlT 2GIO
COPYRIGHT (C) 10, JACCBSeN HOMES, SAFETT HARDIOP, FLORIDA. ALL RIGHTS RCSeRVBD.
0
nfcmc" WAO CA"MA"ONO
BUILDING SIZE: 821.8 Sq. ft
1. MINIMUM NUMBER OF GENERAL LIGHTING I GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM
[Sq. Ft. x 3 VA / 120 VOLTS / 15 AMPERES - MIN. NUM. OF GENERAL LIGHTING I USE CIRCUITS REOVI
2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT.
GENERAL LIGHTING / GENERAL. USE: . 821.8 K 3 VA 2465.4 VA
TOTAL VOLT-AMPFRES; 2465.4 VA
3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1.600 VOLT�AMPfRES PER 20 AMPERE CIRCUIT:
SMALL APPLIANCE LOAD: 3 x 1,500.00 VA 4500 VA
LAUNDRY LOAD: 1 K 1,500.00 VA 1500 VA
TOTAL VOLT-AMPPRES: 6000 VA
4. NAMEPLATE RATING OF ALL FIXED APPLIANCES IIN VOLT-AMPERESI:
CLOTHES DRYERi 5800 VA
RANGE: 9600 VA
COOK TOP: 0 VA
WALL OVEN: 0 VA
MICROWAVE OVEN: 2400 VA
DISHWASHER: 1380 VA
GARBAGE DISPOSAL: 1080 VA
WATER HEATER: 4750 VA
OTHER: 0 VA
OTHER: 0 VA
OTHER: 0 VA
TOTAL VOLT-AMPPRFS: - 25010 VA
5. NAMEPLATE RATING OF MOTOR AND LOW-POWER-rACTOR LOADS (IN AMPERESI:
RANGE HOOD[SI: 1 x 1.1 AMPERES - 1.1 AMPERES
EXHAUST FANISI: 3 x 0.7 AMPERES - 2-1 AMPERES
CEILING PANISI: 3 K 1 AMPERES - 3 AMPERES
FURNACE BLOWER IGAS / OIQ: 0 . 8 AMPERES - 0 AMPERES
TOTAL AMPERES: 6.2 AMPERES
MULTIPLY 120.00 VOLTS
TOTAL VOLT-AMPERES: 744 VA
6. TOTAL HEATING AND AfR-CONDITIONING LOAD
(USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - IN THRU IF) - IN VOLT-AMPERES):
A 100% Or TH12 NAMEPLATE RATING(SI
OF THE AIR-CONDITIONING AND I OR
COOLING IVOLT-AMPEReSh I x 14400 x 10OX 14400 VA LARGEST
B. IOOX OF THE NAMEPLATE RATINGISI
OF THE HEATING WHEN A HEAT PUMP
15 USED WITHOUT ANY SUPPLEMENTAL
ELECTRIC HOATING lVOl_T-AMPaRBSI: 1 12000 100% 12000 VA
C. IOOX OF THE! NAMEPLATE RATING(S)
OF ELECTRICAL THERMAL STORAGE AND
OTHER HEATING SYSTEMS WHERE THE
USUAL LOAD 10 EXPECTED TO BE
CONTINUOUS AT THE FULL NAMEPLATE
VALUe. SYSTEMS QUALIFYING UNDER
THIS SECTION SHALL NOT BE CALCULATED
UNDER ANY OTHER SECTION IN 220.821C)
(VOLT-AMPVRESI 0 x 0 x 100% - 0 VA
0. 100. OF THE NAMEPLATE RATINGISI
OF THE HEAT PUMP COMPRESSOR AND
BSX OF THE SUPPLEMENTAL ELECTRIC
HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP
COMPRESSOR IS PREVENTED FROM 0 x 0 x 10ON 0 VA
OPERATING AT THE GAME TIME A. THE
SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATING SYSTEM
TO BE ADDED TO THE SUPPLEMENTARY 0 X 0 .1009 0 VA
HEAT FOR THE TOTAL CENTRAL SPACE
HEATING LOAD [VOLT-AMPERIESI,. TOTAL LOAD IGD�� 0 VA
E. 65X OF THE NAMEPLATE RATING[S]
OF ELECTRIC SPACE HEATING IF LESS
THAN FOUR SEPARATELY CONTROLLED
UNITS (VOLT-AMPER251 -0 _. 0 x 55Y 0 VA
P. 4OX OF THE NAMEPLATE RATING(SI
OF ELECTRIC SPACE HEATING IF FOUR
OR MORE SrPAIRA7CLY CONTROLLED
UNITS (VOLT-AMPERESI: 0 K 0 x 40% 0 VA
USE THIS VOLT-AMFFRE RATING FOR THE TOTAL
OF THE! HEATING AND AIR-CONDITIONING LOAD: 14400 VA
7.
TOTAL CALCULATED LOAD [LOADS AS CALCULATED IN I THRU 5 ABOVE):
TOTAL GENERAL �IGHTING I USE CIRCUITS (21:
2465.4
VA
TOTAL SMALL APPLIANCE AND LAUNDRY LOAD 131:
6000
VA
TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCESN:
25010
VA
TOTAL NAMEPLATE RATING OF MOTOR & L-Pf LOADS 151:
744
VA
TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 ABOVE):
34219.4
VA
a.
TOTAL COMBINED LOAD IFROM 7 ABOVEI:
34219.4
VA
FIRST IOKVA AT IOOX:
10000
VA
SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD:
24219.4
VA
9.
FIRST 10KVA AT IOOX�
10000
VA
[FROM 8 ABOVE) 24219.4 VA - REMAINDER AT 40X:
9687.76
VA
SUBTOTAL OF BOTH LOAD COMBINATIONS:
1968776
VA
10.
TOTAL COMBINED LOAD (FROM 9 ABOVEI;
19687.76
VA
TOTAL HEATING AND AC LOADS (6) - LARGEST OF LAI THRU IF];
14400
VA
SUBTOTAL:
34087.76
VA
SUBTOTAL DIVIDED BY - VOLTS!
240.00
VOLTS
MINIMUM CALCULATED AMPERES REQUIRED:
142.03
AMPERES
I ELECTRIC SERVICE
PANEL
0
GONOM MCMC" NOUSS
1.
GI I
A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA)
24. LUMINAIRES (PIXTURPS) IN CLOTHES CLOSE79:
SHALL MAKE ALL REQUIRED ON-SITrz ELECTRICAL CONNECTIONS. ALL OF: THE ON -SITE
A. LUMINAIRF (FIXTURE) TYPES PtRMITTff-D:
CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL.
11) A SURr-ACE-MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH
2.
ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN
A COMPLETELY ENCLOSED LAMP.
ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELfCTRICAL
(2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). .0
CODE (NECI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION
B. LUMINAIRE IFIXTURE) TYPES NOT PERMITTEtO:
%
3.
OF THE BUILDING / STRUCTURE.
WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY
(1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOS;S NC�
LAMPS AND PENDANT LUMINAIRES (FIXTURESI OR LAMP HOLDERS SHALL t
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED.
BE PERMITTED.
THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO
C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHE:s CLOSETS SHALL BE Pr=RMITTED TZ:
BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT
INSTALLED AS FOLLOWS:
BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING
(1) SURF-ACE-MOUNTF=D INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON` --I`
LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) 19 NOT INSTALLED
WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A M`p7,xw,-
AT THE FACTORY, THE MEANS OF DISCONNFCT SHALL BE DFSIGNED AND INSTALLF-0
CLEARANCE Or 12 INCHES BETWEFN THE LUMINAIRE� (FIXTURE) AND THE NEA
ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY
POINT OF A STORAGE SPACff.
HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUC7URE.
(2) SURFACE-MOUNTFD FLUORESCENT LUMINAIRES (FIXTURES) INSTALLF-D 0
4.
HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE
THAT UOFFH
WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE 15 A MINIMU
CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTUREI
A UNIT SWITCH WITH A MARKED
EQUIPMENT IS BEING SERVED. 0
POSITI N
AND THE NtAREST
THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED
POINT OF A STORAGE SPACF.
CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNE!CTING MEANS, WHERE
(3) RECESSED INCANDESCENT LUMINAIRES [FIXTURES) WITH A COMPLETELY ENCLOSE�D
OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE
LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED
CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE,
THERE IS A MINIMUM CLEARANCE OF 6 INCHES Br=TWEFN THE LUMINAIRE (FIXTURE)
BY OTHERS.
AND THE NEAREST POINT OF A STORAGE SPACE.
5.
CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS
(4) RPCPSSPD FLUORESCENT LUMINAIRES (FIXTURPS) THAT ARE INSTALLE�D ON THE WALL
AFTER THE HPATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY 07HF-RS).
ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE
G.
ALL ELECTRICAL COMPONENTS SHALL BE! UL LISTED AND SHALL BE INSTALLED IN
OF 6 INCHES BETWEEN THE LUN11NAIRE (FIXTURE) AND THE NEAREST POINT OF A
ACCORDANCE WITH THAT LISTING.
S70RAGE SPACE.
7.
ALL WIRING 19 NM CABLE, UNLESS OTHERWISE spEcir= IN THESE PLANS.
25. BATHTUB AND SHOWER AREAS: NO PART�S OF; A CORD-CONNffCTVD LUMINAIRES IFIXTURP51. CHAIN-,
8.
ALL CIRCUITS CROSSING OVER MODULE MATING LINEISI, SHALL 13F CONNFCTED ON-SIT2
CABLE-. OR CORD-BUSPENDffD-LUMINAIRES IFIXTURESI, LIGHTING TRACK, PENDANTS, OR CL-ILING-
WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (DY-OTHFIRS).
SUSPENDED (PADDLEI FANS SHALL BE LOCATIED WITHIN A ZONE MEASURED 5 FEET HORIZONTALLY
9.
WHEN THE MAIN ELECTRICAL SERVICE PANFL IS NOT INSTALLPD / INSPECTED AT THE FACTORY,
AND 8 FEET VERTICALLY FROM THE TOP OF THP BATHTUB RIM OR SHOWER THRESHOLD. THIS
THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DFSIGNFD / CALCD BY OTHERS,
ZONE IS ALL ENCOMPASSING AND INCLUDFS THE ZONE DIRPCTLY OVPR THE TUB OR SHOWER
SITff_ INSTALLED, AND SHALL BE! SUBJECT TO INSPECTION AND APPROVAL BY THF_ LOCAL
STALL. LUMINAIRES (LIGHTING FIXTURES) LOCIATF0 IN THIS ZONE SHALL BE LISTED FOR DAMP
AUTHORITY HAVING JURISDICTION.
LOCATIONS, OR LISTED FOR WET LOCATIONS WHrRE SUBJECT TO SHOWrR SPRAY.
10.
PRIOR TO FNEIRGIZING THE FLECTRICAL SYSTEM, THE INTERRUPTING RATING OF THF_
26. FAN / LIGHT COM51NATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES.
MAIN SFRVICF BRIfAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION
27. THE MAIN FLECTRICAL SERVICff PANEL IS WIRED UTILIZING AN ISOLATFD NF_UTRAL/GROUND
110-9 OF THE NATIONAL ELECTRICAL CODR (NFCI BY A CERTIFIED ELECTRICAL CONTRACTOR
14 WIRE SYSTEM) FROM THE FACTORY. IT 19 THE RESPONSIBILTY OF THE LICENSED
(ON -SITE, BY OTHERS).
ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BFTWEEN THE NEUTRAL AND THE
11.
ALL 120-VOLT, SINGLE PHASE, IS- AND 20- AMPERE 5RANcH ciRcurTs SUPPLYING OUTLETS IN ALL BEDROOMS
GROUND IF REQUIRED.
28. ANY BUILDING HAVING A FOSS IL-FUEL-BURNI NG HEATER OR APPLIANCF, A FIREPLACF-,
LIVING RODMI� DEN% PAMILY ROOME% CLOSMT% HALLJ% DINING ROOMS, & SIMILAR AREAS 814ALL Be PROTECTED MY
OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE JCOJ
12.
AN ARC-I-AULT CIRCUIT 2NMRRUPTEP OOMINNATWN TYPE INOTALLED TO PROVIDE PROTEGnOM OF THE MANCH C=CWT.
ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES.
ALL SMOKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE ALARM
29. REFER TO ADDITIONAL NOTES ON SHEET 4 Off 11.
WILL CAUSE SIMUL7AN20US ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS
SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE
TH!I,SERYIC PANEL MAIN BREAKER SIZE MAY
BE NCREASED FROM THAT SHOWN HERB. IF
AND I OR INTERRUPTION. ALL SMOKE ALARMS ARE: EQUIPPED WITH A '-HUSH" BUTTON.
THE BREAKER SIZE 19 INCAMEO THE WIRE
SIZES IGNOUNDEN AND ENTRANCE' WIRESI SHALL
BE INCREASED TO THE CORRECT
13.
CEILING FANS SHALL BE INSTALLED SO THAT THE 50TTOM OF THE BLADr=S TO THE FINISHpo
SIZE BASED
o
THEY E CURRENT NEC THAT 15 IN EFFECT AT
TIME. THIS IS ON-SITI!, B OTHERS AND
FLOOR LVVPL WILL BE 80 INCHES MINIMUM.
IS
TH SUBJECT TO INSPECTION AND APPROVAL BY
M LOCAL AUTHORITY HAVING JURISDICTUIN.
14.
SWITCHES, RECEPTACLE�S, AND / OR OTHFR FIXTURES MAY ar RELOCATED FROM THE AREA SHOWN ON
THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL
200 AMP
MAIN PANEL
COMPLY WITH APPLICA15LE SECTIONS OF THE NATIONAL ELECTRICAL CODE [NEC).
I'll 11 R IS ICOID ANo INST-D ON-5mE. BY A QUAUPIED. STATE CERTIFICD.
15.
THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-21 CIRCUIT.
ELECTfUCAL CONTRACTOR - INSPOCTIND BY LOCAL JURISCICIION.
16.
ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET Or A SINK OR BASIN SHALL BE EQUIPPED WITH
1201240 VOLT
IMPORTANT: READ AND UNDERSTAND ALL NDTI!S ON THIS SHEIT AND SHEET 4 Or It
GFCI PROTECTION FOR PERSONNEL. ALL RFCrzPTACLFz OUTLETS SERVING COUNTERTOPS, LOCATED
SINGLE PHASE
60 HERTZ
103AMPRERES
110111 IANIL, �1" IRIAI!R BUIE: 2OG ANIIi.IS
17.
IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PrRSONNEL.
1 11 1 f
ALL RtCtPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF= THE BUILDING SHALL BE EQUIPPED
WITH A WEATHER PROOF IWPI ENCLOSURE (COVER) THE INTEGRITY OF WHICH 16 NOT rz --- CTED
OPTIONAU
11 1
WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. I OR 2 ADDITIONAL
V CONDUIT DROPS
18. GFCI PROTECTION MAY BE PROVIDPO BY EITHPR A BREAKER OR A GFCI RECEPTACLE. MAY BE! ORDERED
AND INSTALLED
19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE FOR FUTURE USE.
LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN
6 1/2 FPTT ABOVE GRADE SHALL BE INSTALLED OKI THE FRONT AND THE BACK OF THE DWELLING.
20. FOR, EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS
AW COPP R
GROUND IMINIMUMI INSTALLED -
PER NATIONAL ELECTRICAL- CODE!
GROUND WIRE IS ON-S(TV. BY OTHERS
REFER TO NOTES 1, 15, & 16 ON SHEE
2 INCH DIAMETER
RIGID METAL OR RIGID
NOWMETALLIC CONDUIT
120/240 VOLT
LOCATDO AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, 200 AW
AT LEAST ONE RECEPTACLE OUTLET ACCIESSIBLE FROM GRADE Lr=VFL AND N07 MORr: THAN
G 1/2 FEET ABOVE GRADE! SHALL BE I STALLED ON THE FRONT AND THE BACK OF T IMMM ]USER DIAGUM
N HE DWELLING.
21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LFAST ONF_
RECEPTACLF.
22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS
WITHIN 36 INCHES (3 FEET) Or THE OUTSIDE EDGE OF FACH BASIN. 7HE RECEPTACLE OUTLET
SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE
BASIN COUNTERTOP.
23. LIGHTING OUTLETS RE!QUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTINGTLES&PLANS AND ALL PROPOS'
SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. ARE SUBjECT TO ANY CORREC'
IRED �BY FIELD INSPECTOR
IN ORDER
200 AWW UWMC SERVICE PAW E NECESSARY
L
-CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-112. pLY WITH AL
OPTIONAL CALCULATION - DWELLING UNIT
FOR USM14G AGENCY APPROVAL SEAMP&'C' 't
�PPROVED BY
07/2B/1 0
N 0
M, IC
15 -ET
...... N
pproval of thIs document doaS not authodro or
20 PSP
....y doviation ordaviations from tho
-1 11
o
n O.I..f.PPIlcab!eStntULaW,L
COMPLI25 - 2007 FLORIDA RES. CODE.'
TS
ANCLUDING ALL 2009 SUPPLEMEN
f
RO" is
418es
lay,
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OF
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NeSEOCTAlL3A�DPLMBARD�IDENTIAL�D�OPRItrA"���Rl�s, �eCONTEN�ORT�15OMWINGPACKAGeCO�AIN��lD�NT�LMD/CRPRI�LEGMI�OR"TIOR ANY UNAUTHORIZEDUSE� COPlING.DlBO.E..R.UITfIrEUIj.NEl TIOIDACKA.EOR �OPT'eCo�NrSCGNT�EDTMeRE�.�STRIC%Y�OMIBITED BYJAEOBSENHOMCSAKDMAY 5eIJNLAt?PtL. THIISEMATALSA�e COPYRIGHT (0 2010, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA ALL RIGHTS
D TO THE RecipieNr PER speciric PURPOSES AND SHALL NOT Be SCANNED, COPIE . OR OTHERWISE REPRODUCED AND/OR DnITRIetTED To OTHERS FOR ANY 06M WOUT EIO`RESRITTM AUTHORIZATION PROM JACOBGeN ROM- 9 DRAWING PACrOADE AND ITS C.NTeN- ARE THE eXCLUSIVE PROPERYTOP JACOBSEN HOMES ALL R:G'T& ISSIRVED. -RIGHT 2CtO
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OPT TELEPHONE PREP. OFT. TELEVISION PREP.
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7 \ PREP FOR _y____1_
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BEDROOM #2 (2-40 AIJP. 8-21 ph,
7 -: IMRE H-BOX)
to
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OFFSET IK 24
7
7
TV PREP 7 TV PREP.
CLOSE 70 DOOR
24 \,
W 12 qP,4;k 12 W EL PAN
12 TV PREP. ADD 1.
NP STD. HT. _'IT CONOLRT 200 AMP
TV PREP. A RECEPT
`1 6o' HIGH 12
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ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL.
SOME ITEMS SHOWN MAY Be OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPpCIrICS.
'g-
F
1. A LICVNSED ELECTRICAL CONTRACTOR U_tCeNSCD CffRTIFEED IN �V STATE OF PLORIDAI
SHALL MAKE ALL REOUIRED ON-SITe CLE!CTRICAL CONNECTIONS. ALL OF THE ON -SITE
CDNNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL.
- - -T. - inuuu% - - - AiaRnRe iRtRaRcH ciiicunni IiuRRL,_ - Sit
LIVIGN1110 RRIOM% M^ F�Y RIEROMR, CLOWM HALLI% IDERID3111 R00k% 4 1101111LAIL ARE" IiavuAL BE BY
- �' cam- WISPurmN 0.0"'Duk TYrn, niirr� To iRcEnctie pic."'Iftm BIP WE IRRARM c;icarr.
AL.L. SMOKE AI -ARMS SHALL BE IN[TERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE AI-ARN
WILL C USE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE AL -ARMS. ALL SMOKE AI -ARMS
SH� Be EGUIPPED WITH A BATTERY BACK-UP FEATURe IN CASE OF PRIMARY POWER PAILURE
AND / OR INTeRR PTION. ALL SMOKE AI.ARMS ARC EQUIPPED WITH A 'HUSH' 5UTTON.
4. SMOKE ALARMS AND CAR50N MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED
(IN ACCORDANCE WITH THEIR LISTINGS1
S. A Y ADDITION OF A POSSIL-rUEL-BURNING HrATFR OR APPLIANCE, OR AN ATTACHED
GARAGE! RVQUIRE THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE AI -ARM
WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES [BY OTHERS).
12 �t
-10
Gn
13
PREP FOR
STACK W/O ti-� 24
.20 19..
GFI
2
Lauji!17D
16 0 Eg�
9 9 9
10
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HL 9 2 12-f
9 GqFCI As. HL
t- FLOOR REC.
79
gr 10 FM F0.
PkONE PREP
10 6T HIGH
10
10 LIVING ROOM
10 AAL- IL 10
ELECTRICAL NOTES:
G. L GHTING OUTLETS REQUIRED. AT LEAST ONE WALL SWETCH-CONTROLLED LIGHTING CUTLET
SHALL BE INSTALLED IN,FVERY HABITABLE ROOM AND BATHROOM.
7. ALL ReCEPTACLC OUTLETS LOCATED ��THIIN SIX'FeeA� BH BC EQUIPPED WITH
FCt PROTU=ON FOR PERSONNEL. ALL RECEPTACLE CUTI_Er� S - ER�ENS COUNTERTOPS, LOCATED
IN THE KITCHEN SHALL BE EQUIPPCD WITH.GPCI PROTtCTEGN FOR PS'R!CNNC1_.
8. AL-L RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDIN& SHALL Be EQUIPPe.
WITH A WEATHER PROOF tWPI ENCLOSURE ICOVERI, THE�NTE�Rf Y Or WHICH IS NOT EFFECTED
WHEN AN ATTACHMCNT PLUG IS INSCRTED OR ReMO!ED FROIoI:THr'RT!CEPTACLE OUTLET.
S. GPCI PROTECTION MAY Be PROVIDED BY 51THER A BREAKER OR A-GFCI RECEPTACI.C.
10. IN ALL BUILDINGS, AT LCAST ONE RECEPTACLE OUTILt!T SHALL BE�ENSTALI_ef) IN BATHROOMS
WITHIN 16 INCHES IS FeE7j OF THE OUTSIDE EDGE OF EACH BASIN. THE' RECEPTACLE OUTL.ET
SHALL BE LOCATED ON A WALL OR PARTITION THAT 15 ADJACENT �TO THE BASIN OR THE
BASIN COUNTeRTOP.
11. THE D15HWASHER AND GM5AGI! DISP05AL MAY Be INSTALLED ON ONE 111 20 "PEREE (12-21 CIRCUIT.
12, FAIN / LIGHT COM51NATIONS SHALL BE INSTALLCD WITH SEPARATE SWITCHES.
WG'F1
GFI
4
**** TNE NVOUC IS SIZED AND INSTALLED CN-SITe, OT A QUALIFIED, STATE CIETIFIED,
AUF ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL
NAN PAR& IvPGRTANT; READ AND UNDERSTAND ALL NaTtfi ON THIS SHEET AND SHLET 3 OF 11
ECR-.B I�L IN ERC.R CAPACITY,. I-ol -IRCERES
1 SERVICE PANEL, .- 111-CIR S -IRESED
OHA
I OR I .=
I.OU-.1 -YAl- THE SCR Ice PANEL MAIN BREAKER S12E RUVY
1111 BE INCREASED FROM THAT SHOWN HERE. IF
D SEE
T
StHZ�E�SKEAKCK SIZC 15 INCREASED. THE WIRE
IGROUNDING AND ENTRANCE WIRES) SHALL
BE INCREASE TO lie CORAMT SIZE &ABED
ON
Z__ RXID �='-OR R-D CURRENT NEC THAT 19 IN EFFECT Ar
�. NDU.T THE TENI& THIS 15 CN-'�..A.Y GT.Ca�
0.- IS "'I- To '"' N No AP _4
200 AMP T.e LOCAL 01"HAU.N. IURVIDEJ��(J-
'T /�
ELECTRICAL RISER DIAGRAM
TOTAL NUMBER Or CIRCUITS Z-C)* 2;
TOTAL NUMBER OF STI). BREAKER SLOTS U
(NOT INCLUDING DUAL OR Fr.Gl .� BR 71D.n.-
V
e*16 1
GF1 WP
4
LQ "h
CLH 411' (TO EW)
63' (TO Bik�
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13
7f-7 11
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MCP-1638-506*
(D 06-07-10
(IS-0.)
MOD-506
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13. C21LING FANS SHALL BE INSTALLrD SO THAT THIC BOTTOM Or THE BLADES TO THE FINISHED
FLOOR LEVEL WILL BE 60 INCHES MINIMUM. CEILING PANS HAVE BEEN INCLUDED IN THE ELEC.
LOAD CALCS IN EVERY ROOM, RCPORC THEY CAN BE INSTALLED WITHOLY ANY PLAN ReAPPROVAL.
14. SWITCIAES, ReCEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON
7H Be APPROVED PLANS / DETAILS out To CQNSTRUCTION RESTRAINTS. AIL.I. LOCATIONS SHALL
COMPLY WITH APPLICABLE EECTIONS OF THE
15. FOR �OWFEIANE- MODULAR PI-ANS, THE MAIN ELECTRICAL PANEL SHALL Also BE CONOCO To THE!
CHASSIS OF THE SECTION ON WHICH IT 15 INSTALLUD. A BONDING -JLIMP�R' SHALL ALSO BE
INSTALLED BETWEEN ALL CHASS15 SI!CTIONS FOR THE, ENTIRE UNIT OR UNITS CONNECTED. ALL
REQUIRED BONDINGIGROUND CONNECTIONS SHALL - MADC BY A CERTIFIED ILICENSED) ELECTRICAL
CONTRACTOR ION -SITE. BY OTHERS) AND ARC SUE�I!Cr TO INSPECTION BY THE LOCAL JURISDICTION,
16. THE MAIN ELECTRICAL SERVICE �ANEL IS WINED UTILIZING AN IS01.ATED NEUTRALIGRGUND j4 WERE
SYSTEN) FROM FACTORY. IT 15 THE RESPONSIBILTY OF THE LICENSED di-MCTIUCAIL CONTRACTOR
TO PROVIDE THE! BONDING BETWEEN THE NEUTRAL AND GROUND IF RFaUIRCD.
17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE! INSTALLATION ON-STTe.
T ESS D9 MD KANa ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS Or THIS DRAWING PACKAGe CONTAIN �IIDENT ANG1.1 PRIVILeGeo INFOPHATION. ANY UNAUTHORIZED USE, COPYtNG. OISCLOBURE, OR DISTRIBUTION OF THIS PADICA.C. 01 ANY .1 THE CONTENTS CONTAINED THEREIN. IS TRICTLY PROHIBITED BY JACOSGeN HOMES AND �Ay DE UNAWFU1 THESE MATCRIALS A..
PROVIDED TO THC RECIPIENT SPECIFIC PURAOSES ONLY AND SHALL NOT BE SCANNED. CDPIED. OR OTHCRw REFR.DU AND— DISTRIBUTED TO OTHERS FOR Ahl -POSE WITHOUT EIESS WRITTEN AUTHORIZATION PRO. 1A ... SIN ... 19. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE IN. EXCLUSIVE PROPERTY OF JACOBSEN ALI Rr.HTS 'CSCRVED. CORTRIGIT 2010
63802
IiR R"
)UNTY ROAD '
i. 46528
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Drawn: C.YOUNG
E.RVED,F0R LISTING AGENCY APPRCIVAL�ST
kc,: M.T./N.T.
VED BY
7/15/2010
B"
07/28/10
NO
as .. T
He-
rp I C heet.
-!.-PC, �;r..-CO-B..
his document does not authorim or
deviation or deviations from the
of applicable State Laws.
OF T it"
INCLUDING ALL 2009 SUPPLPMFNTS: ISO
COMPLACS WI 2007 F101111A REr, C.DE!,'
KID,
el: .D�
A,'
COPYRIGHT C) 2010, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED.
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11111101.11,11114,
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FWATION STE INSrMn BY MATION NOTES- LiEr x e Typm vw
MM SUBJECr TO Rk CMES SEE DKISS-SECTICIN FOR FRINDAUCIN OWMIN
AND MUM. ROOF VOWTION
FROW MWAIRON
JUGW 0"ATION
IF THIS PLAN IS SHOWN WITH A PORCH, THE PORCH MAY BE 01MITTED/REMOVED WITHOUT
ANY REAPPROVAL OF THE PLAN/PACKAGU. CONVERSELY, IF THIS PLAN IS NOT SHOWN
WITH A PORCH. ONE MAY BE ADDED WITHOUT ANY REAPPROVAL OF THE! PLAN&ACKAGE.
IS
IS
.S.
RR, 802
S' *Iqo 63802
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7/26/10 "4
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THESE PLANS AND ALL PR0kfU-)L-Lr
ARE SUBJECT TO ANY CORRECTI 0- i%46
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
EIF F1
JACOssm
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H&VATION NonS: IR
4
1. FOUNDATION IS INSTALLED ON -SITE. BY OTHERS S. ROOF VENTILATION MAY BE ACCO MFL.ISHE!D THROUGH 13. S ME! ITEMS SHO N M BE OPTIONAL.
AT
AND 15 SUBJECT To ALL STATE AND LOCAL CODES THE USE Of EITHER VENTILATED EAVES OR ROOF 14. SOME I TENS SHOWN MAY RE a UIRE SITE INSTALLATION.
0
AND INSPECTIONS. VENTS EITHER OF THESE METH DS MAY BE USED 15. SOME! ITEMS SH OWN MAY BE ON -SITE, BY OTHERS.
2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SE PARATFLY OR IN COMBINATIONO 16. THLS12 ELEVATIONS ARE TYPICAL ARCHITECTURAL
"Ows
SITE ITEMS MAY VARY, NOT COVERED BY THESE 8. ROOF OVERHANG JEAVE) sizEs M�Y VARY. TYPICAL ESIGNS AND MAY VARY _ THE ACTUAL ELEVATION
1) FROM
APPRO ED PLANS. PRONT AND REAR EAVES ARE 13 1120 AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE!
VINSTALLED,
3. WHEN THE GARAGE FLOOR AND REVO 10. VARY FROM 100 TO ED NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC.. MAY
FOUNDATION ARE CN-SITC, BY OTHERS. ATH _ XHAUST r ART FROM THESE ELEVATIONS SHOWN.
5 f -ANS SHALL BE VENTED TO THE! V
1W
6 pACKA", CO3
4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST STU PS AND RAILS ARE ON -SITE, BY OTHERS,
5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. P CAVITY OR OTHER CONCE 8. ENGINEERING FOR SITE ITEMS,BY OTHER
INTO THE ROD -ALED SPACE. S
1, AC All HEATING UNITS ARE INSTALLED 11-11T 11. THIS BUILDING MAY 11 MIRRORED WITHOUT ANY I1* ALL, ITEMS RELATING TO A111111111_11 01 THE SITE ARE!
By OTHERS AND MAY BE RELOCATED FROM 51-105N. RE -APPROVAL OF THESE PLANS [MAY BE "FLIPPED' DES GNPD AND INSTALLED BY OTHERS (NOT JACOBSEN) AND
SAiMY WlioR" FLL 3"95
7. EL VATION 9 TYPICAL ONLY. ON-SIT5 PORTIONS SIDE TO SIDE AND/OR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL
OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY.
CONTRACTOR,SUBJECT To LOCAL APPROVAL. FOUNDAT ON VENTILATION 15 ON�SITE, BY OTHERS. 20. MAY BE MIRROED WITHOUT RE -APPROVAL OF PLANS.
727-7264138
WHEN FOUNDA ON PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGFNCY(SI ALONG WITH THU ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL
NOT BE! HELD RESPONSIBLE OR LIABLE FOR THE FOUND TION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPON12NTS AND SYSTEMS RELATING THERETO.
00,
THtS DETAILS AND PLANS ME CINPICENTIAL AND PROPRIETARY NATeRA11 THE CONTENTS Or THIS CRAMNO PACKAGe CONTAIN CON11DENT6AL AMDMR P-ILEGeD INPORNATION. LEIE. I —NO OR I.T.—INN - 1 PAC-... - AN, .1 CONTIN1. CONTAINED THEReN. 10 STRICTLY PRO4151leD 5Y 1AcOESEN H-9 AND WAY ED INL TH MRIALS Me
PROVIDCD TO THE RCCe`IeNT POP SPECIPIC PURPOSES ONL.Y ANDISHALL NOT 5C SCA,Nt, AN.N..-P.15-12 TO OTHER. POP M1 Pe"OSE WITNOeT EVA .. WRITTEN A—PLEATION P-1, 1A.Deall, HOWCO. THE GRAWIN. PAIRA.. AND AIL.T. CONTENTS Me THE IRCILINS 10PORTY .1 —...IN 25. ALL RIGHTS —EAVID. C-1-T 3.10
MOD-506
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EPROVED BY
o
07/28/10
NO
'INC, a PE,
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requirments of applicable State Laims. M, 1_1 - I It, 1. 1. 111 1 11 111.1111 -1 t t 11 T: 11 "1 m 1: nml
COMPL15S W/ 2007 PLORICA RES. CODE;
INCLUDING ALL 2009 SUPPLEMENTS
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OF 11,11",
wv- C.P ...... C�
160 MiO4)
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CO�RIGHT CC) 2010, JAC06SEN HOMES, SAFETY HARBOR, PI-CRIOA, ALL RfGHTe R25ERMTD.
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7/26/10
R
WICAL FOUNDATION
36*
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FOUNDATION STE INSTMD BY
E.EVA'nCN NOTES' 16* X e TYRCAL VENT
Om SRIECT TO LOCk CODES
SEE CIZOSS-SECION FOR FOUNDATION VENTILATION
AND MISDICTIR
ROOF VENTILATION
0
Lu.
REAR ELEVATION 4
IN 46S28
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IF THIS PLAN IS SHOWN W17H A PORCH, THE PORCH MAY BE OMETTfD/RFMOVPD WITHOUT
ANY REAPPROVAL OF THE PLANIPACKAGE. CONVERSELY, IF THIS PLAN 19 NOT SHOWN
WITH A PORCH. ONE MAY BE ADDED WITHOUT ANY REAPPROVAL OF THE PLANIPACKAGP.
LEFT ELEVATION
&L
F]HH1_1 BSET
"v�
1.
FOUNDATION 15 INSTALLED ON -SITE. BY OTHERS
8. RO F VENTILATION MAY BE ACCOMPL15HPO THROUGH
�5. SOME :TEMS SHO MAY BE OPTIONAL.
AND SUBlICT TO ALL STATE AN. LOCAL CODES
THO
E USE OF EITHER VENTILATED EAVES OR ROOF
4. SOME W NN
TEMS SHOW MAY REQUIRE SITE INSTALLATION.
IS
AND NSPECTIONS.
VENTS. EITHER OF THESE METHODS MAY BE USED
i5. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS.
ME'S'
2.
SOME ITE115 SHOWN MAY BE ON -SITE, BY OTHERS.
S17V ITEMS MAY VARY, NOT COVEL.RED BY THESE
OR
5 E PARATELY 1 11 CoM BINATION.
9. ROOF OVERHANG (EAVE) SIZES MAY VARY. TYPICAL
6. THESE ELEVATIONS ARE! TYPICAL ARCHITECTURAL
DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION
APPROVED PLANS
FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES
VARY FROM IOU
OF THE F21NAL STRUCTURE. ITEMS SUCH AS SIDING TYPE,
SHINGLE TYPE, SHUTTERS, DECORATIVE! ITEMS,
14
5.
WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D
FOUNDATION ARE ON-SITP, BY OTHERS,
TO 6" NOMINAL SIZES.
10. BATH EXHAUST FANS SHALL BE VENTED TO THE
ETC MAY
VARY FROM THESE ELEVATIONS SHOWN.
E
El r F—I
4.
5.
ANY STEPS AND RAILS ARE ON -SITE. BY OTHERS.
LANDSCAPING TYPICAL, ON -SITE, BY OTHERS.
EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST
I NTO THE ROOF CAVITY OR OTHER CONCEALED SPACE.
�7 STEPS AND RAILS ARE ON -SITE, BY OTHERS.
8' ENGINEERING FOR SITE ITEMS, BY OTHERS.
burt...
6.
AC AND HEATING UNITS ARE INSTALLED ON-SITF,
11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY
"FLIPPED'
19 . ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE
DESIGNED AND INSTALLED
7.
BY OTHERS AND MAY BE RELOCATED FROM SHOWN.
ELEVA TION IS TYPICAL ONLY. ON -SITE PORTIONS
Rr-APPROVAL OF THESE PLAN (MAY BE
5 T06ENDI.
E TO SIDE AND/OR END
BY OTHERS (NOT JACOBSENI AND
ARE SUBJECT TO I AND APPROVAL BY THE LOCAL
F-1:11:11
a H i rb o R 34695
Or: EXTERIOR MAY BE CHANGED BY THE BUILDING
12. FIO')UNDA71ON VENTS ARE TYPICAL ONLY. ALL
VIN9PPCTION
JURISDICTION HA NG AUTHORITY.
CONTRAC TOR,5UBJECT TO LOCAL APPROVAL,
r OUNDATION VENTILATION IS ON-51TE, BY OTHERS.
20, MIRROED WITHOUT RE
MAY BE -APPROVAL OF PLANS.
-1138
WHEN
FOUNDATION PLANS ARE! DESIGNED BY OTHERS, JACOBSEN
HOMES AND 17S THIRD PARTY APPROVAL AGFNCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE� BUILDING PLANS SHALL
NOT BE HELD RESPONSIBLE OR LIABLE FOR THr FOUNDATION DESIGN AND/OR CONSEQUENTIAL. PI!RFCRMANCE CF THE SUPERSTRUCTURES STRUCTURAl- COMPONENTS AND SYSTEMS RELATING THERETO.
MOD-506
'k 1� 1.
eck6d: M.. JN.T.
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7/15/2010
FIN F 3AV. - 1`0"
IF 6' 0 F 1
THESE DETAILS AND PLANS ARE CONPIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN GONPIDENTIAL ANDIOR PRIVILESED INFOIIJATIOX ANY UNAUT4ORTZED USE. OOFTING. DISOL—B OR DISTRIBUTION OF THIS FAC—, OR ANYOF Tle CONTENTS CONTAINED THEREIN, 15 9T ICTLY PRONIBITtD DY OBSeN HOVES AND " UNLAWFUL. THESE RATERIALS ARE
PIR ED TO E REOtPleNr FOR SPECIFIC PURPOSES ONLY AND SHALL NOT 52 SCANNED, CDPIeD. OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTE� AUTHQT:ON FROM JACOBSEN HOMES, G DRAWING P�GO, AND ALL ITS CONTENTS ARE THE "C-1— PROPERTY OF JACOBSEN HOMER, ALL RIGHTS RESERVED. —RIGHT 2010
,of V
.R.�
GOPYIIIGHT Q 2010, JACOBSEN HOMES, SAPETY HARBOR, PLORIDA, ALL RIGHTS RESERVED.
PLUMSING NOM:
1. THE DRA'N/WASTF/VPNT (DWV1 SYSTEM SHALL BE CONSTRUCTED OF MATERIALS
LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE.
2 . DWV SYSTEMS MAY BE AB5 OR PVC PIPING.
3. TUB ANDADR SHOWER P-TRAP ACCESS IS PROVIDED UNDER ROME, UNLESS OTHERWISE
NOTED ON THE! PLANS [WHEN INSTALLED).
4. THE! BUILDING DRAIN A NO CLrAN-OUTS. WHEN DESIGNED BY OTHERS AND SITE
INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL.
S. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN
TO THE EXTERIOR OF THE BUILDING [ON -SITE BY OTHERS).
6. THE WATER HEATER T&P RELIEF VALVE SHALL O�AIN TO THE! EXTERIOR (ON -SITE,
BY OTHERS).
7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION
INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHA'LL BE
SUBJECT TO LOCAL APPROV L.
a. A L PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES.
a. A SHUTOFr VALVE! SHALL BE INSTALLED WITHIN THREE FEET OF THE FRI!SHe�'_
WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON-SITP, BY OTHERS)
AND SHALL. BE SUBJ CT TO LOCAL APPROVAL.
10. WATER SUPPLY PIPING INSTALLED IN ANY WALL FXPOS D TO THE EXTERIOR
SHALL BE LOCATED 0 N THE HEATED SIDE OF THE EXTERIOR WALL INSULATION.k�.i
ALL WATER LINES LO DATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED
WITH MINIMUM R-6.5 INSULATION (ON-SITP , BY OTHERS).
11. WA ER SUPPLY LINES SHALL BE PPX, POLYBUTYLFNE. CPVC OR COPPER.
1,_. WATER SU PLY STU5 UPS TO BE I/ n
15. AL SUPPLY "CROSSOVER- (MATING LINES] PIPING SHALL BE CONNECTED ON -SITE,
By OTHERS, AND SHALL BE SUBJE T TO LOCAL APPROVAL.
14. ALL SHOWER STALLS SHALL BE! COVERED WITH A NONABSORBENT MATERIAL
TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL.
IF THIS 15 NOT FACTORY INSTALLMD IT SHALL BE COMPLETED ON-SITP, BY
OTHERS, AND SHALL BE SUBJECT 70 LOCAL APPROVAL.
15 ALL SHOWER ME TUNES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE
WITH A MAXIMUM OUTLET TEMPERATURE OF 120'F- (4a.S* C1'
16. ALL D N-SITE PLUMBING SHALL. BE CONNECTED OR INSTALLED BY A LICENSED
PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO
RCQUZRE!D INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS
JURISDICTION.
3- VENT TH U 0OF
111E PLAN FOR LOCATION
NOT REQUIRED ALL Pl.�l
r2k'�\_ TO. 3'w
SCA�U-Wi
L111' VINT Ill ROOF OR
ISTED AIR AD PITTANCE VALVE
JAAVI OR JOIN W/ 3' VENT
TUB
C'�-�
W.C. WET VENT
If
W.c-
T
6 rrP. TUS 0MA, - 1
07 sciml: Nn
T"Lo 71-1
DISTANCE OF FIXTURE TRAP FROM VENT
��ijt'Or. FIXTURE-
TRAF
FALL PBR FOOT
'DRAIN
TRAP
1 114-
11/4-
114-
1 1/2-
114'
1141-
1 1/2-
211
1
1 11" VENT T11U R111 OR
LISTED AIR ADMITTANCE VALVE
(AAV1 OR JOIN W! 3' VENT
SHOWER
If
TO, -Smown )DOM
SCW�-Nn�
1 1/2' VENT THRU ROOF OR LISTED
All ADMITTANCE VALVE 1AAVI
TUB
1 1/2'
"*P. TUS OMW - 2,_
07 SCALS: NU
TEMPERATURE AND
PRE SSURP RELIEF VALVE
NOTE: WATER HEATER
OUTLETS SHOWN ON
UOU<:7 TOP MAY'111 LOC TED
ON 6 Of! OF TANK
TEMPER TURE AND PRESSURE
RELIEF VALVE DRAIN WAY
BE DISCHARGED I TO THE
WATER HEATER SAFE PAN
(PER FPC 504.6.11
WHEN THE DISCHARGE FROM THE RELIEF VALVF(S) IS TO BE
DISCHARGED IN 0 THE WATCR HEATER PAN 17 SHALL BE
PIPED FULL-SIZE OF THE VALVE OUTLET PIPE TO A POINT
NOT MORE THAN TW 121 INCHES OR NO LESS THAN ONE
MINCH ABOVE THE PAN FLOOD LEVEL RIM
I" VENT T1IlU R111
2'
LAV.
Olt
2'
W.C.
WAY R HEATER
PAN WITH DRAIN
I- MINIMUM
0 111FLOW
T RU FLOOR
OR INTO PAN
[SEE NOTES)
W TER HEATER PAN SHALL BE 24 GA, GALV. STEEL IOR EQUAL)
1 1/2- DEEP MINIMUM, AND OF SUFFICIENT SIZE AND SHAPE TO
RECEIVE ALL DRIPPINGS OR CONDENSATE FROM THE WATER HEATER
AND THE DISCHARGE FROM THE RELIEF VALVE OR VALVES.
THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE NO LESS
THAN ONE (11 INCH IN DIAMETER OR THE DIAMETER OF THE OUTLET
or
_ TH e REQUIRED RELIEF VALVE(SI WHICHEVER IS L�RGER.
zt- W TER INLET MAY BE RELOCATED
TYPICAL WATER INLET
A MAIN SHUTOFF VALVE AND WHEN
REDD A VACUUM RELIEF, SHALL BE
INSTALLED. BOTH ARE ON -SITE, BY
BY OTHERS AND SUBJECT TO LOCAL
INSPECTION AND APPROVAL
('__,�WAM HOAM 00"
07 SCALIE: NrFS
1 111' VENT -1111 ROOF OR LISTED
AIR AOMITTANCE VALVE JAAVI
LAV.
rfP. tAV. OF"
07 SCAM NU
1 1111 VENT T1lU R0012 01 L19TID
All ADMITTANCE VA-12 1AAV1
KM 51NK
1 1/2'
(: ��- �S*I�K!M��
THESE 05TAI� AND PLANS ME CONFIDENTIAL AND PROPRIETARY UAT.-RIA.S. THe CONTENTS OF THE DRAWING FACKAGED CONTAIN CONPIDENTIAL ANDIOR PRMLB CO 14-ORUATIOK MY UNAtJTHCRFZC0 URe. C—ING. DISCLO—B. OR C.17NDUTICM C1 THIS PAC-Ge. OR MY.1 T.B mr— NTAINCO THOSCIN. IS -INXILI PR—DITe. ., J..—N .... Al. A' .1 UKAWF T.Me MAICRIAL. Me
R—C. - 1 1112NI, FOR - — AND SHALL NOT Be GDANNeD. GOPICO. OR OT—WISM REPRCDU=D AN-IOR .—RI—CO TO OTHERS FOR Al� PUWCSM WITHOUT CXPMSG WRITTERN AIJTHOR'.N IRG. IAGGSICN 10MOS, THIS DRAWING PAGKAGe AND ALL ITS CONTENTS Me THE OXGLUSIle —DITY .1 1AG.B.BN HOUCS. ALL RIGHTS RES—M COPYRIGHT 0
I III" VENT THRU ROOF OR
LIITID All ADMITTANCE V-11
(AAVI OR JOIN W1 Y VENT
WASHER
r—s�� r�p. wAsimtormL
�7 SCAJLE: NFS
MOO—W6
*v
N
10
ARWRESERVIED FOR LISTING AGENCY ALPPRQVA� STAMPSI:
A
ki"PROVU) E3T-
"Im
07/28/10
a
NO
15 FEET
INC.
I Of U, . d-.—.( d-B at utho,izB
any dellation rd-iallona trom the P.,
i'C .1 Ppli-m. stat. I—.
OMPLIES WI 2007 FLORIDA RES. CoDL'
INCLUDING ALL 2009 SUPPLEMENTS
6380 tA
A .0
yet,
)AD is
?!��N:
.......
M.T./N.T.
',-70F
'At:
Du: moo�sol
COPYRIGHT (D 2010, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED.
o
2
go
",CIE.. LOAD. FOR "U."
E, S'ACr
:" . IS'.
-TICL -- -20 PSF--
T DL 7 PSF
BCL 0 PSF
ECDL 5 PSF LISTE TRUSSES
DESIGN MAY VARY
7116" APA RATE!D
ROOF SHEATHING (TYPI
R_ 0
INS LATION
[BLOWN IN ROOF CAVITtl
2x6 SPF #3
MINIMUM (SINGLE) TOP PLA F
[STUDS 0 IS- D.C. TO ALIGN WITH
TRUSSES - w/ 1 1/2-' MAX. OFFSrT1
2xS SPF #3
MIN. WALL STUDS 0 16- D.C.
[TYPICALI
LAIFISTUCCO/HARDE. (TiYP.)
2,6 Spr 05
MEN. BOTTOM PLATE
REFE TO NOTE AT OTHER
SIDEWALL PERIMETER AREA,
TYPI AL I -BEAM PIER
'PROVIDED BY OTHERS)
TIE -DOWN STRAPS AND ANCHORING
or
:SIGNED AND INSTALLED By OTHERS.
WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOSSeN HOMES A D ITS THIRD PARTY
0 HER APP11.1111, ISTID TRUSSES, MAY Ell BSTITUTED
IF AXIMUNI ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCYIS) ALONG WITH THE ARCHITECT AND/OR CNGINEeR OF T.a GU1LOtNG PLANS E--
ALL CALCS CONTAINED WITHIN THIS PACKAGE ARE BASlD ON THE! MAX. ALLOWABLE
DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RES ONSIBLE OR LIABLE MR THE FOUNDATION DESIGN ARoj.R CONSEQUENTIAL PERFORMANCE
,001
looll
2 6 SPF #3 MINIMUM
PERIMETER RAIL ITYP.)
OR "E SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING I.CRET0.
Lo. ,
TOP jW10 RIDGE BEAM)
VENTILATE N PROVIDE[) FOR UPPER SOX OF ROOF SECTION;
2044 UP V: O-HANG VENT PROVIDED [FRONT & REAR OVERHANGSI
RIDGE BEAM 1rYP.)
:aFT :
:m
ED Sol
- Q:FT. UpPr VENTS PROVIDED By - 0 NUM. or N. ROOF VENTS REQD [TOTAL FOR HOME!j
,tp� T_o of
WHERE REQUIRED
2.44 SQ. FT. TOTAL (INCLUDES FRONT & REAR 6;�;ANGS AND ROOF VENTS FROM CALCULATION BELOW)
, evo,
-SHINGLE! ROOF ITYP.1
Vif_
I, P,
EX RNAL FIRE - CLASS A; CM-50AN
ASTr:
D'O18;
tr.
ASTIA
TM D5462�
CZA 1235-98; ZBLOWN
61
7 FECAL TRUSS
IN��UELIATION
ASTM D 3 61, cLAss r; 2-LAYCR5 OF MINIMUM
MAY B12 HINGED OR FIXED
- - -
ASTM 7158 1 CLASS Hi 15f FELT (OR EQUAL)
NYC MCA 130-83-M
-
- - -
INT. WALLBOARD
- -
VENTILATION PROVIDED FOR LOWER 50% OF ROOF SECTION;
- - - - - - -
4.32 SQ.FT. . LOWER O-HANG & EAVE VENT PROVIDED (FRONT & REAR OVERHANGS)
- - - - - - 0 SOFT. - _DweR VENTS PROVIDED BY - 0 NUM. OF 50 SQjN. ROOF VENTS REoD (TOTAL. FOR HOME)
- - - - - - - - - - - +.32 SQ. FT. TOTAL (INCLUDES OHANG5, CAVES, AND ROOF VENTS FROM CALCULATION BELOW)
TRUSS NOT 914OWN ON THIS
- - - 1, ICAWHCIGHT 0 SIDEWALL
T 11
SECTION FOR CLARITY
7! �%�
T�pj
2X4 SPF 03 MINIMUM
WALL STUDS 0 1W O.C, ITYRI
1/2" GYPSUM
UNIT WIDTH VARIES
(SEE APPROVED FLOOR PLAN FOR
ACTUAL FLOOR DIMENSIONS)
2.4 SPF #3 MINIMUM MATING
WALL TOP & BOTTOM PLATES
SEP FOUNDATION AND ANCHORING PLAN, ENGINEERED I I R-22
(REG. REJ BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION (TYP.)
I I I VAPOR BARRIER REDD - SEE NOTE 5 BELOW "
SINGLE 2xS SPF OL2 (ON -FRAME!
PERIMETER (MATING LINE] FLOOR JOISTS (TYPICAN
(EACH FLOOR SECTION)
MOD-506
�.CR�QSS�-SEC�TIQN�
SCAIE�.NTS
TYPICAL INSULATED
A/C UPPLY SYSTEM.
HVAC SIZE, LAYOUT,
2 4 SPF 05 MINIMUM
LOCATION MAY VARY
R;OF PERIMETER RAIL
BOTTOM [TYPICAL) OR
RIDGE SEAM
-TYPICAL MULTI-S?CTION
MATING LANE
TYPICAL HEADERISILL PER
CONSTRUCTION PACKAGE
-2.4 Opp #3 ME IMUM
WALL 57UDS 0 16- O.C.
(TTPj
3/81. MINIMUM GYPSUM
BOARD - CLASS 'B' 19/32- OSB OR PLYWOOD
FLOOR DECKING TYPICAU
FRESH WATER SUPPLY tTYP.)
ELECTRICAL (TYP.) -
BOARD ITYPJ ACCESS FOR SHOWER AND/OR TUB SWEV12L
VABLe P-TRAP IS THROUGH.BOTTOM BOARD
[WHEN APPLICABLE ONLY)
IIATIN13 LINE PIERS A112 LOCATED AT
64- D.C. MAX. SPACING AND AT ALL
COLUMN SUPPORT LOCATIONS. COLUMN
PIERS SHALL BE DESIGNED iY A REG.
P e TO ACCOMMODATE ALL LOAD S IMPOSED
AT THE! COLUMN LGCATIONISI. ALL OF THE
TIE -DOWN STRAPS AND ANCHORING SYSTEMS
ARE DESIGNED AND INSTALLED By OTHERS.
ALTERNATE FOU CATION DESIGNS MAY BE
UTILIZED WHEN DESIGNED BY A REGISTERED
)NA ENGINEER TO PROVIDE EQUAL
PROFL�SSIO
OR BETTE R SUPPORT AND LOAD TRANSFER
FOR THE SPECIFIC STRUCTURE INSTALLED.
UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC
UNIT WIDTHISI.
THIS STRUCTURE AS
BEEN DESIGNED FOR ERECTION OR INSTALLATION ON
A SITE BUILT PERMANENT
FOUNDATION
AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED
(SHOWN AS TYPICAL DOUBLE WIDE! 20--0-, 241-0- 26--OU, 281-W, 2910-
& 52'-0' INCLUDEDI
ROOF SYSTrM SQUARE FOOTAGE 821.8 SO. FT.
2.74
60, FT.
TOTAL REQUIRED VENT (TOTAL UPPER & LOWER)
300 �W/ VAPOR BARRIER] 500
TOTAL UPPER VENT ACTUALLY PROVIDEO:
2.44
SQ. FT.
(INCLUDE!S 01HANGS AND VENTSI
2.44
S FT. - UPPER O'HANG VENT PROVIOrD
0
SOFT. - LIPPER ROOF VENTS PROVIDED
0
NUM. Of 50 SQ.IN. UPPER ROOF VENTS RUQ-D (TOTAL FOR HOME)
MINIMUM UPPER VENT REQUIRED 150% OF THE TOTALI.
1.37
SO. FT.
(TOTAL RrQ'O VENT . 0.501
DIFFERENCE BETWEEN REQ'D & ACTUAU
1.07
SQ. FT.
PASS
TOTAL LOWER VENT ACTUALLY PROVIDED:
4Z2
SOL FT.
(INCLUDES O-HANGS AND EAVES)
4.52
SO FT. LOWER CIHAN & EAVE VENT PROVIDED
0
:
so FT. LOWER ROOF VENTS PROVIDED
0
NUM . OF 50 SQ.IN. LOWER ROOF VENTS REOV JTOTAL FOR HOMFI
MINIMUM LOWER VENT REQUIRED 150% Or THE TOTAQ.
1.57
SQ. FT.
ITOTAL RPQ-D VENT x 0.601
DIFFERENCE BETWEEN REDD & ACTUAL,
295
50. FT.
PASS
4 ROOF VENT CALC
P8 SCALE: NTS
NOTES:
1. ALL ST CL MUST COMPLY WITH ASTM A�36 156 KSI MINIMUM)
2 . ALL LAG SCREWS MUST COMPLY WITH ASTM A-507
3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN
DFSIGN?D AND ENGINEERED BY OTHERS.
4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVI!O
FOR INSTALLATION INTO TREATED LUMBER.
6. WHEN TH AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED.
MIN. 6 MIL POLY VAPOR BARRIER REQ-D OVER AREA BELOW THE
BUILDING OR STRUCTURE (ON -SITE, BY OTHERS). THIS VAPOR BARRIER
IS REQUIRED BY JACOBSEN HOMES REGARDLESS Or CODE REQUIREMENTS
ANDIOR SPECtr 'CATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT
ANY WARRANTY OFFERED OR IMPLI" BY JACOBSrN HOMES.
INDO PENING - TOP
EF1D_D11VL_PICWALO
R TECO RATED
ATH NG UYP I
It
RESISTIVE BARRIER
BATT INSULAT ON
IN WALL (TYP.1
(ON-FRAME1
FLOOR JOISTS [TYPICAL]
�1_ R LEVEL
O�
PORCH 11.111 D111IN1
WHEN APFL�CASLEI
-0--5 3t - TYPICAL
SEE CONST. MANUAL
P AIR SPACE MINIMUM
2x4 ROOF PERIMETER RAIL
0 P"-*
-ON EAV - PER
ADD�U N' A P ,R
V/M-A
N__
L
C CONSTRUCTION MANUAL
S T'
ON T C ED
y
DSOADD
VENT. n
VENT17D MF70 IF
1
-'eill
2 AIK 3rAut_ UUMIL
��P8� SCALE: NTS
"<��'EHIAIIWALL SPECIFIC INFORMATION
EXT
SEE APPROVED STRUCTURAL PACKAGE FOR
OVERTURE ING LOADS SHOWN ON THE APPROVED FLOOR
PLAN DETAIL(S) OCCUR AT EACH END OF EACH SHEAR
WALL St:GMV.NT (WALL SECTION). THV.'FOUNDATION SYSTtM
SHALL BE! DE51ONED (BY OTHERS1 TO SUPPORT AND/OR
ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT
MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEIS).
T I! TIE-OOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO
T E WALL STUDS AT EACH END Or EACH SHEAR SEGMENT
DIRECTLY TO rOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD.
ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT
OR REGISTERED PROFESSIONAL ENGINEER (ON-S(Te. BY OTHERS1.
(UNLESS NOTED OTHERWISE ON THE APPROVED PLAN).
ON-FRLF - ALL FNDWAL SHEARWALLS SHALL HAVE A MIN. OF
THREE 151 FLOOR JOISTS LO ATED BELOW THE SHrARW LL AND
SHALL BE LOCATED ABOVE A SOLID HEADER&BEAM IN THE! FRAME.
,4. GRADE
EITVFRI I'�EL.ITBY BUILDING
:L,
.I. r
:, By OTHERSI
PERIMETER BLOCKING IS LOCATED AT
64- D.C. MAX . SPACING AND AT ALL
OPENINGS IN THE SIDEWALL GREATER THAN 4W.
ALL TIE -DOWN STRAPS AND ANCHORING SYSTEMS
ARE DESIGN D AND INSTALLED BY OTHERS.
ALTERNATE FOU DATION DESIGNS MAY BE
UTILIZED WHEN DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER TO PROVIDE EQUAL
OR 5lT CR SUPPORT AND LOAD TRANSFER
FOR THE SPECIFIC STRUCTURE INSTALLED.
ALL FOUNDATION SYSTEMS SHALL BE DESIGNED
UNLLegSAbTg&'.�2igFTOTEPWWI�ip;&AWTDIFBqEkLOING PACKAGE. JOIST HANGERS
A 2 NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THCRPFORe,
* MINIMUM 1 1/2" BEAR ING SHALL BE! PROVIDED FOR ALL FLOOR JOISTS BY THE
* OUNDATION SYSTEM. AL L. FOUNDATION DESIGNS BHA I. INCLUDE THIS MINIMUM
1 112- BEARING. ALL FOUNDATION DESIGNS ARE! BY OTHERS.
'I'll 1R.1 UNI IV. FACTORY TRANSPORTATION CARRIER 11
REMOVE FROM THE STRUCTURE DURING THE
BUILDING'S INSTALLATION.
'ON FRAME UNIT'; THE FACTORY TRANSPORTATION CARRIER IS
LEFT ATTACHED TO THE STRUCTURE AND IS
UTILIZED AS A STRUCTURAL. COMPONEr OF
FLOOR SYSTEM AFTER THE INSTALLATION
OF THE BUILOINGISTRUCTURE.
CONSTRUCTION SPECIFICATIONS:-:,
TO U.- OF A.L..
.-IS
2U1LU&m=JNr.9_
... .... CR
S.
FLOOR
IULME
OF E AXLIES; I I-. AXLE 1-T., - IF
'IT.' _ R-0-1. FLOOR DE KING: 19/52- 095 OR -DOD
GT 11A.- I� .... PORC. jo:5": NA
FLOOR INSULATION, R-22
FLOOR -BRING R.1-1-RIPIET
I.... D.CK..; NA
EXTERIOR ST
- SIR 11 BOTTOM PLATE =XYL ... P1 W RDOW�, KUNRC .71. SERIES
WALL INSULATION; R-UI
TOP PLATE IUXTL
2.. P1 .1
EXT. SHEATHING: 71141- ARA OR TECO RATED CXT. ...R., STEEL - FOAN CORE
(SOLID OR W1 .-..I
INT. ...R. HOLLOW CORC
.X1 WALL
-R.:
LAP/STUCCOMARDL IT"I
NOT STRUCTURAL (OPT)
ROOF NO 1 ITY'a -L. z TEXTURED - GYPSUM tTYFj ROOP INSULATION, R-50
EA-L..: 7A& APA RATED TRusses: LIS D IC-) TRUSS USS FACING; 1. D.C.
ROOR SH TR
UNIVERSAL FOREST PRODUCTS
TYPE:
AIR
_GY CA CS
1" IONVITIONE SPACE1
Im I... I- TS ENERGY S
4 OF RIS R DROPS; 2
.CAT TYPE
RCreR TO ENERGY CALCS
UNIT TYPE: REPER TO ENERGY CNI.CS RETURN 10.25 t 10 a
or RETURN DROPS: I A..
.R 0 EAT-
C, ACCESSIBLE BATH :
. or STANDARD AVA
# OR ACCESSIBLE
0 0 OR STANDARD
OF ACCE55FOLe
- 0 MEDICINE CABS W/ MIRROR; 2 #
W TER CLOSCTIL 2 MCDICINC - W/ LIGHT 0 WATCR
WATCR CLOSETS, 0 0 mr-II: 2 WATCR
OF WA ER HEATERGz I
HEATER 5r2E; 40 GALLON
CATCH 11C _CT"C
T - DETAILS AND PLANE ARC OWNRIDeNTIAL AND PROPRIETARY NATERIAI.S, TIE CONTENTS OF THIS DRAWING PACKAGE CERTAIN ENTI- AN.I.It -CCED MAT1 MY UNAUTN.R USE. .-G. IIISEL-E, OR DISTRIbUTIDN Cr THIS PACKAGE. OR AN, OR THE CONTENTS CONTAINED THEREIN. 15 STRICTLY PROHIBITED My -BIEN HOMeS AND MAY be IINLA"UL. T.- MATERIALS AE
P-ED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALI. NOT Ee NMD. COPIES. OR OTHERWISE RCPR..UCC. AN-R C-RI-D TO ST.- FOR ANY PURPOSE WITHOUT EXPRESSWRITTISIN ALITHON-TION FROM JACIMIGEN HOMES, THIS W:NG PACM AND ALL ITS CONTENT& APE THE E-SIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. COPYRIGHT 20tO
REFER TO APPROVED CONSTRUCTION PACKAGEIDETAILS FOR FASTENING
ROOF SHEATHING
P8
SCALE: NTS
:2163802
0
4.
LJ
MAD I
1.28
irb�vn: C.YOUNG
4�141,
ecked: M�TJN.T.
L IEV ",il
77
0 F 11_,'
P.S.-
150
0 el: mol��:;Ii
COPYRIGHT a 2DIO, JAC05SEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED.
13
UF IV CIILINO REGISTER
C�;—
SUPPLY DUCT DIAMETER
SUPPLY REGISTER SIZE
TRANSFER I'tTURI A111 GNIIS I TRANSFER DUCT
flACR BAI-ANC 0 RETURN AIR SYSTEM)
SEE FMC 601.4 1EXCEPTION 11,
AL ERNATM:
GRILL MA BE INSTALLED THROUGH THE
WALL IN LIEU OF THE CEILING AS SHOWN.
RETURN CEILINO REGISTER
-.ft-6'- 11 I'm.
OFFSET
MECHANICAL NOYES:
1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHQRWISV.
SPECt LED ON THE! PLANS.
2. INTERIOR DOERS SHALL BE UN012RCUT I,* ABOV_ TH_ IINISHI. FLOOR PON
1: E
AND,." A. "C.,IC
.A'UY NOTE
R TURN AIR _D ON THE PLANS
RESIDENTIAL APPLICATIONS: RMSTROOM VENT FANS SMALL PRCVIDI! 50 CFM
U_ MINIMUM OF VE TILATION.
4. C MME!RCIAL APPLICATIONS: RESTROOM VENT FANS $14ALL PROVIDE 75 CFM
MINIMUM OF VENTILATION.
S. BATS VCNT FANS SHALL BE DUC ED TO THE EXTERIOR OF THE BUILDING.
6. HVAC EOUIPMrNT SHALL Be EQUIPPED WITH OUT91DE FRESH AIR INTAKELS)
PRO WIND 20 CFM FOR EACH OCCUPANT OR 10 CF"IFOR 2 CH WATER
CLO SET AND/OR URINAL, WHICHEVER IS GREATER. TH S IS REQUIRED TO
BE INSTALLED ON -SITE, BY OTHERS.
7. A ERVICr RrCEPTACLI! SH LL BE! INSTALLED WITHIN 251 OF THE HVAC
EQUIPMENT JUNITI. THIS REO'D RECEPTACLE 15 REQUIRED To Be INSTALL12D
U_j ON -SITE!, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTCD QUICK DIS-
CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NBC OR OTHER
APPLICABLE CODELS)i ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR.
12
BEDROOM #2
10 X 6
ARR@
14 12'-7*
V m
RRT
10 x 6
BEDROOM #1
4" DUCT. 156
6" DUCT. 834
8" DUCT. 0
15 3 vi
"Aft
soil
26W
&D�3
MH 10 x 6
67
PU 4FOR
STACK W/o
2
"v'Ac �AYOUT
M00406
MKIIANIM NOWS:
(COWNUNDI:
B. ALL DUCTS AND DUCT SYSTEM .1,11.11INTS INSTALLED IN THE ATTIC AREA
WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-6.0.
1, ALL DUCTS AID DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR
OF THP BUILDING, SHALL HAVE A MINIMUM R- ALUP OF R-6.0 OR AS ALLOWED
�y BY TABLE 15-410.1.ABC.2.2 ISFE TABLE NOTES IN THE rL. ENERGY CODE.
'10. ALL H AC COMPONENTS INSTALL-ED ON -SITE, SHALL BE INSTALLED BY A
LICE,
4ZED
_ HVAC CONTRACTOR.
11. ANY AIR HANDLER I RETURN All COMPARTMENTS SHALL 11 1111 IT11111
ED
AND SEAL . I NS ACCORDANCE W' TH THE FBC, ON -SITE, BY OTHERS.
12. SOME BUILDING MAY REQUIRe DUCT WORK TO BE INST LLFD AND/OR
C MILETeD ACROSS THE MATING LINE ANEAISI OF THE BUILDING, IT IS THE
RESPONSIBILITY OF THE INSTALIA ION CONTRACTOR TO INSURE THAT THIS
WORK IS COMPLETE BPrORF THE BUILDING IS CL.OSEO-UP AND THIS WORK
CANNOT EASILY BE COMPLETED.
15. OPT. FACTORY BUILT r-IREPLACES INSTALLED IN ACCORDANCE -/ rMC
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VNESE DETAILS A- PLANS ARE CONPID21TTIL AND PROPRIETARY NAVERIA.S. THE CONTENTS - 9 NG 11ClAGE CON—N CON—ENTIAL AN- PRIVILEGED ENIO�:TION, ANY UNAUTH—D USE, COPYING. DI —SURE, OR Ol"IB-ION 01 — PAORAGe. OR ANY 01 CONTENTS CGITAINED �EN, IS BY .—D BY -CO-el AND — 11 UNL -11 11TER-1 All
PROVIDED TO YNC RECIPIENT FOR SPECIFIC PURPOSCS ONLY AND 6HALL NOT Be scmNev, copmo, OR OTHEIRWISe REPlCDUCCD ANSIOR DISTRIBUYED TO OTHERS MR T PURPOSE WITHOUT EXPRESS WRITTEN .A1.N 1R.M 11C.—I H.1e.. IS OlAWING -,.A- — ALL — CONTE 6 All YNE tXCLUSIYE PROPMW OF jACC_EN IGMES ALL RIGHTS RESERVED- COPYRIGHT 2010
W"um MUM EQUIP~ sp9a:
ALL CUMA71 ZONES:
1, PROGRAMMABLE THERMOSTAT IS REQUIRED TO 112 INSTALLED,
2 REP R TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS
AP ROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL
CASES. T E MINIMUM EQUIPMENT SPFCl LED SHALL Be INSTALLED.
3, FAIL Re TO INSTALL HEATING OR C 01,11111 EQUIPMENT THAT PIOOUCEB
THE TOTAL DESIGN CrM FOR TH 5 BUILDING [RrFeR TO APPLICATION
2 G[NrERING FOR HEATING AND COOLING AND/OR THE FLCRIDA ENERGY
CALCULATIONS - ATTACHMrNT91 MAY RESULT IN AN UNBALANCED DUCT
815211111— TOIBa COWPIMIED I LICENIBCD
GyETahL IV A
WAG DO A MANIJAL-J FORM 15
NTRACTOR ONCE THE SIALDING IS NSTALLeD ON-SrTI! TO ENSURE (J-%
TMT THL AM*MATING EQUIPAWNT IS PROPE!" GOEED MW IS N
Ammml�
AND IS ON-81115, BY OTHERS - NOT JACOBSEN HOMMOL
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kPPROVED BY
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ON A
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o.
2
WARNING:
INSTAL ING A MODULAR STRUCTUREIBUILDING CAN BE EXTREMELY DANGEROUS. ONLY
QUALIFIED PERSONNEL SHO LD ATTEMPT TO INSTALL A MODULAR STRUCTURBIBUIL03NG.
IMPROPCR PROCCOURrS OR TCCHNIOUCS COULD RESULT IN SERIOUS INJURY OR DEATH.
IN ADDITION TO THE OANGUR TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT
IN EXTENSIVE DAMAGE TO THU BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION
IF YOU ARE NOT QUALIFIED OR 00 NOT HAVE THE PROPER TOOLS AND/Olt EQUIPMENT.
CAUTION:
T. ALL PERSONNEL, ON THE �OB SITE. BE QUALIFIED AND PROPERL-EQUATELY TRAINED.
A CMRY FIED BUILDING CONTRACTOR IS REQUIRED TO Be RESPONSIBLE FOR AIJ_ SAFETY
INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY Be MANDATED BY OBHA
AND,DR OTHER LOCAL, STATE, AND/OR FEDERAL CODES ANDIOR REQUIREMENTS. THE
CONTRACTOR SHOULD INSURE/REOUIRE THAT Gore AND PROPER TECHNIQUES ARE USED.
LINE FOR S.ENG ATTAE1
INSTALLED o�
D16' MIK RATED SHBAYMNO, -11NIS To ROD, T.I. W� N-
1112, PANEL go.e. '% 1, 1
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ASTCN EACH 2.6 PR LEDOER ITF � AUEE:�eGLED. FOR OAPS, IN FLOOR SYSTEMS
0 j.SNIDE
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S N EZT
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OR ... I. BE B ' To ON REQUIRED . ONI.SITE. BY GTM
aTEM-, R. TET�-4 - TO --r- oOEZT -1
MATING LINE(Sl CONNEC71ON[s) MATING LINFIS) CCINNECTIONIS)
ISOM K�_5�S E �d 16
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��o SCALE: N.T.S. Plo SCALE: N.T.S.
MOD-506
Lu
V)
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Lu
0
0
Lu
0
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DESIGNED WITH SPF LUMBER
SHEARWALL DESIGN SPECIFICATIONS
PUS
LAI
IA N SHEAT
NIN�p�
r
SHEATHING
FASTENER
TYP.
SHEATHING
FASTENE
LENGTH INUNJ
SHEATHING FASTENER
MAXIMUM SPAC ING
(EDGES ONLY - NOTE 61
WALL WALL:WAIJ; To FLOOg, TD
FAaT ENE '�7
'A"
97.94 PLI'
SHEATHED ONE SIDE ONLY
16 GA STAPLE
1.875 IN.
6 in O.C. MAX.
0.15PN3 112- MAIL
8.524 IN. O.C. MAX.
2G+r04 PLF
ONE SIDE ONLY
16 GA STAPLE
1.875 IN.
A IN. OC. MAY.
O.ON3 1/20 NAIL
5,745 IN. O.C. MAIL
355A8 PLF
_SHEATHED
SHEATHED ONE SIDE ONLY
15 GA STAPLE
1.875 IN.
2, IN. O.C.
O.I�NO 112- NAIL
4.262 IN. OC. MAX.
461.46 PLF
SHEATHED ONE SIDE ONLY
16 GA STAPLE
1.876 IN.
2 IN. OC. MAXq w SEE NOTE 1
O1!,?N3 112-- NAIL
5.545 IN. O.C. MAX.
218.12 PLF
SHEATHED ONE SIDE ONLY
A� STAPLE
1.875 11 .
6 IN. O.C. MAX.
0.15IN3 1120 N IL
6,954 IN. O.C. MAX.
327.18 PLP
SHEATHED ONE SIDE ON7Y
:55 A STAPLE
t875 IN.
. IN. O.C. NLAX.
13.0- VI -I NA14
4.636 IN. DO MAX.
43614 PLF
SHEATHED ONE SIDE ONLY
15 GA. STAPLE
1.876 IN,
D IN. OC� MAX.
O.C,VN3 U2-- MAIL
3.+77 IM. O.Q WAX,
562�52 PLF
SHEATHED ONE SIDE ONLY
15 GA STAPLE
1.875 IN.
2 IN. O.C. M". - Set NOTE 1
0.15ft3 V2- MAIL
2.606 !Nm OZo MAX
258.3 PI-P
SHEATHED ONE SIDE ONLY
14 GA. STAPLE
1875 IN.
6 Im ac MAX.
D15FII3 112- NAIL
5-1 IN. O.C. MAX.
__�84.56 PLF
SHEATHED ONE SIDE ONLY
t4 GA. STAPLE
t87S IN.
4 IN� O.C.
O.5FN5 V21- NAIL
5144 IN. O.C. MAX.
516.6 PLF
SHEATHED ONE SIDE ONLY
14 GA. STAPLE
1..75 IN.
3 IN. D.C. MAX
0.13N� 1120 NAIL
2.a3S IN. OC, MAX
664.36 PLF
SHEATHED ONE SIDE ONLY
14 A. STAPLE
1.876 IN.
2 IN, O.C. MAX. - SEE NOTE 1
.157N� 1120 NAIL
1318 IN. D.C. MAY.
292.74 PLF
SHEATHED ONE SIDE ONLY
0.151 NAIL
2 IN.
6 IN, O.C. MAX.
0.13T�5 1/2-1 NAIL
5181 IN. O.C. MAX.
441.99 PLF
SHEATHED ONE SIDE ONLY
Q131 NAIL
2 19
4 IN, O.C. MAX
0.01*3 112- NAIL
3'�2 IN. D.C. MAY.
585.48 PLP
SHEATHED ONE SIDE ONLY
0.131 NAIL
2 19
3 IM- O.C. MAX.
Oql5ft5 112- NAIL
2.591 IN. D.C. MAX.
740.2 PLF
SHEATHED ONE SIDE NLY
0.131 MAIL
2 19
2 IN. D.C. MAX. - SEE NOTE I
0.131P,3 112- NAIL
2.033 Ul DQ MAX
711.78 PLF
SHEATHED TWO SIDES
16 GA. STAPLE
1..75 IN.
3 IN. O.C. MAX.
015FR3 1/2' NAIL
1 2.151 IN. DO.
--;72.48 PLF
SHCATHCO TWO SIDES
15 GA STAPLE
LS75 IN.
5 Im D.C. NUUC.
0.15EN3 V2- NAIL
1.738 IN. OC. MAX
1170.96 PLF
SHEATHED TWO SIDES
0.131 NAIL
3 N' 0
If ON D If2' WOOD SCREW
1.623 M 0. MAX
-------- 7
r1402.4 FLIP
SHEATHED TWO SIDES
0131 NAIL
2
IR MCIAX,"' 7.1. 1
KI,� 112- IN... SCREW
.6 C
1 08 N. DO Ai�
NOTES FOR TABLE 10-1
I. SHEARWALLS WITH SHEATHING FASTENED 2' O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB CDOES/St!"S AND AT ENDS OF WALL SEGMENTS.
2. WALL STXID SPACING IS 16' Or- MAXIMUM.
5. NO GLUE 15 REQUIRED. SPECIFIED FASTENERS ONLY.
SleATHING ON WALL IS NOT REQUIRES TO Be CONTINUOUS ACROSS ANY CONNECTION [WALL 70 WALL, WALL TO PLOOR, OR WALL TO CEILING TRUSSL
S. 0,120 NAILS OR C.13V NAILS MAY BE SUBSTITUTED FOR 7/16- STAPLES 116 GA. OR 15 GAI FOR FASTENING SHEATHING TO FRAMING ON A ONE 70 ONE BASIS
OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLFS,
SHEATHING FASTENING - ALL FIELD FASTENERS FOR SPECIFIED DESIGN SHEAR VALUES (PLFI ARE 3' D.C. MAXIMUM SPACING JALL FASTENER TYPE%
7. FASTENER SPACING LISTED IN THE TABLE SMALL BE CONSIDERED AN AVERAGE SPACING. FASTENERS MAY EXCEED THIS SPACINO, AS LCN3 AS, THE
AVERAGE TAKEN FROM ALL FASTENERS IS EQUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED JAPPLIES TO SHEATHING ANO/OR WALL PASTEMERS),
G. ALL HORIZONTAL SEAMS ARE BLOCKED.
S. VALUES TAKEN FROM ESR-1539.
10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS IS I 1/-Z- UNLESS OTHERWISE SPECIFIED IN THIS TABLE IWALL FASTENING ONLYI.
11. TABLE VALUES MAY BE INTERPOLATED.
12. ALL VALUES IN THE TABLE ARE BASED ON 3/8' APA OR TeCO RATED SHEATHING - GREATER SHEATHING THICKNESSES MAY Be SUBSTITUTED.
13. TABLE VALU25 MULTIPLIED BY D.2 FOR SPP AMD 1.4 FOR WIND.
14. TABLE VALUES ARE BASED ON SPr LUMBER (WALL FRAMING)
a
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MATING LINFISI CONNECTIONISI
Plo SCALE: N.T.S.
HOUS-SO925 7/8- TRUADED ROD/ANCHOR BOLT
HDU11-SDSi.S III THREADED ROD/ANCHOR BOLT
31- . 7" . 5/16- MINIMUM METAL
PLATE UNDER FL.00R JOISTS
SIDPWALL OR MATING LINE WALL
THE ADJACENT WALL WIDTH ITHICKMCSSI
MAY BE INCLUDED IN THE EFFECTIVE
LENGTH OF THE SHEAR WALL THAT
IS ATTACHED TO THE ADJACENT WALL.
SHEAR WALL EFFECTIVE LENGTH
PLAN VIEW
SCALE: N.T.S.
mm-
.1 SA'.
6
N
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HINOMD TRUSS DETAIL.
T REDD ON ISO ROOF 9ECT10111 lit
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Plo SCALE: N.T.S.
SIMPSON HOUII-SDS2,5 OR IIDUII-SDS2*5
(ri- PRODUCT AP PROVAL NUMBER - FL821
FASTENED TO COU BLe STUD MIN. (A) OR
TO SINGLE STUD AT THE SIDFWALL
OR MATING LINE WALL 15) PER THE
M NUFACTURrRS RECOMMENDATIONS.
HDUS-SDS2S - 7180 LES
HDU11-SDS2.5 - 9695 LBS
151 FLOOR JOISTS [See OTHER DETAILS
FOR JOIST SPECIFICS) BELOW SHEAR
WALL AREA.
LOOKI
STRAPS MAY BE USED IN LIEU OF THE
BRACKETS SHOWN - SEE OTHER DETAILS
END VIEWS
SIDE view
SHPARWALL. FASTENING T JOISTS
(FACTORY I NSTALLEDI
SIDEAND VIEWS
Plo
SCALE: N.T.S.
FOR LISTING AGENCY
APPROVED BY
INA07/28/10
INC.
ApprovaloMsdocumentdoesnItsuffiarDoor
Vp- Ony dld.. I, devi.E.- f.. ft
"WINN.Ent. of pplIObl. StIt. I-.
W/ 2007 FLORIDA RES. CODE"
JG ALL. 2009 SUPPLEMENTS ,
802
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41
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-1:11 I'Ll AND PLANS 11 CO-111- -* -, "'N- .' - ..AWN. __ ON . RN . . IS . - A-DI.R B NFDR ANY IINAUTMOR.E. USE. .. NYR`.UTI.N .1 YHID P-., R - OF -E ... le- -B.B, 15 STIUCTLY MOlt5ITeD BN' JAC06SEN HGNES AND NAY .1 �Ul -E.S 11.5 ARE
PRO ED To TM. B.-NF PD. SPBOOTIc AND SMALL NOT Be OANNUO. COFICD. OR OTMEft- EEPRGDuCbQ ANDIDR DISTRIBUTED TO OTHERS FOR AINY 611 WITHOUT E�Ee WRITTSA AUTIAORIZATI FROM �.eN D.E. -1. RAWNG I -AGE AND ALL CONTENTS ARE THE -USIVE PROPERTY OF -N ICLIES, ALL RIGHTS RESERVED. COPYRIGHT 2010
COPYRIGHT C) 2010, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA ALL RIGHTS RESERVES.
OaMOR %MNG PRMC"ON IN WN04ORW 06JUS UGIONS:
DU LDING51STRUCTURE5 THAT ARM INSTALLED IN WIND-BORNM DEBRIS REGIONS SHALL HAVE
PRO 1510N5 TO PROTECT THE CXT RIOR GLAZING IN WINDOWS AND DOORS. REFER TO
THE - FIGURE I—. — Re ... N. RINII.N.... THIS .—TI.NAL
PROTECTION. CONTACT THE LOCAL B—ING DCP-TMENTIBUILDING OPP-AL TO DETERMINE
IF YOUR SPECIFIC AREA 19 LOCATED IN A MND-BORNE DEBRIS REGION.
THE REQUIRED PROTECTION FOR ALL EXTERIOR GLAZING MAY BE PROVIDED BY THE F—WING:
-Is ""'o"' W1 13G MPH MAIL VAND SPIMDS (PER 1609JA OF FBQ,
7/1 � MIN. APA RATED SHEATHI G FOR OPENING UP TO 8 PEET MAX THE SHEATHING
3wH*A'D'Bo"a '"'
L BE PRECUT SO THEY MAY BE AT'T CHt!D TO THC FRAMING SURROUNDING THM
OPENING CONTAINING THE PRODUCT WITH THE GLAZING. THE PANEL SHALL BE PRE:
DRILLED AS R QUIRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACCORD
ANCIt WITH TA5LE 1609.1.4 Off THE PBC (SEE BELOW), WITH P�NMANeNT CORROSION
RESISTANT ATTAC MENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE
B IL.DINC 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT IMRH) OF 53 FEET
ON LESS 1150 MPH MAXIMUM WIND SPEED).
NCK MQ10 V"N MOACr RISISTAW VMWOWS AM 04STAUM
--- Mam "010- WITH -ND IP%- IN --I$ OF 140 -H (150 MPH MAXI, -11-- DEBRIS REGIONS WITH VAND PSED IN EXCESS Of 150 MPH tMAXIA%ft
PR TeCTION OF EXTERIOR GLAZING IN WIND-DORNE DEBRIS REGIONS WITH WIND SPEED PROTECTION OF EXTERIOR GLAZ�ING IN WIND-BORNZ DC5RIS REGIONS WITH WIND SPEED
IN EXCESS OF 140 MPH SHALL ME PROVIDED TO COMPLY WITH THE IN EXCESS OF 150 MPH SHALL BE PROVIDED TO COMPLY WITH THE
C ECK WITH YOUR LOCAL BUILDING DEPART.2NTABUILDING OFFICIAL OR A REGISTERED CHECK WITH YOUR LOCAL BUILDING DEPARTM5NTIBUILDING OFFICIAL OR A REGISTERED
PROFESSIONAL "IN"' R THE REQUIRED PROTECTION PROCEDURES A NAT ERIAL.. PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS.
ONLY IN THE .SEN.,.;O
INFORMATION FROM YOUR LOCAL BUILDING =l
OF " He '., OWING 'g—FOURE, PR TECTION OF EXTERIOR GLAZING IN WIND-ZORNe DEBRIS REGIONS WITH WIND SPEED
OF 15 MPH, BUT ./ AN EXPOSURE GREATER THAN C, SHALL ALSO 5 PROVIDED PER THE =
THE PRoTe ioN FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED SHEATHING CHECK WITH YOUR LOCAL BUILDING DE—I!NT15UN-DING OPPICIA1. OR A REGISTERED
INSTAL ED OVER THE WINDOWS AND DOORS PER TAZLE SPECIFIED SHEATHING PROPeSSZCNAL �GlNef!R FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS.
SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS.
WINO-B RNE DEBRIS PROTECTION FASTENING PLYWOOD AND FASTENING TABLC
TABLE 1609.1.4 SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE 114 160 MPH 13 SEC. GUSTS) MAX. - EXPOSURE C MAX.
�7
A-ZL
.1 P—L
—L
ENS.. —
NOTES
1. THIS TAB E 15 BA520 ON A MAXIMUM WIND SPEED OF 130 MPH & MEAN ROOF HEIGHT Or 35-
OR LESS.
L FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD ST UCTURAL PANEL
3. . '"ek" SCREWS ME ATTACHED TO NASONRYISMCCO, THEY SHALL Be ATTACHED U51NG
VIBRATION ANCHORS HAVING A ISOOP WITHDRAWAL CAPACITY.
JACOSSON
I' "omos
M,
—I-
H.— RAI—I
M_'
NOTES,
1. T 15 TABLE 15 BASED ON A MAXIMUM WIND SPEED OF 150 MPH & MEAN ROOF HEIGHT Or 45-
OR LESS.
USE JIM SCREWS .1 MINIMUM 2 If - SCREW PENETRATION INTO BUILDING WALL FRAMING.
I FASTENERS SHA BE INSTALLED AT OPM51NG END OF THE WOW STRUCTURAL PANEL.
WHERE SCREWS ME ATTACHED TO MASONRY15TUCCO, THEY SHALL BE ATTACHED USING
VIBRATION ANCHORS HAVING A 15000 WITHDRAWAL CAPACITY.
ALL DESIGNS FOR THESE AREAS ARE ON-SITC. BY OTHERS.
V
F,%�GWATS,�rgiry BUILDING DESIGN SPPCIFIC:Atlo'Nr Btroo,
THE STRUCTURE INTO ANY WIND XREAME,
WHENEVER PDSSIBLE, REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW OR DODR
PRA.l! 70 THE EX tRIOR WALL PLACE THE REQUIRED P4YW OD (SIZED PER TABLE 12-11
OVER THE WINDOW OR DOOR AND FASTEN THE PLYWOOD JAND FRAMING WHEN REM) INTO
THE NALL FRAMING THROUGH THE HOLES WHERE YOU PREVIOUSLY REMOVED THE FASTENERS.
IF Y
IANNII IN—L THE NEW SCREWS I.R.UG. 1.E -ND.W .1 D01" ILAIGI, THE MAXIMUM DEBRIS PROTECTION
INSTALLED DIRECTLY THROUGH THE EXTERIOR SIDING MATERIAL INTO THE WALL
F8AMBE IF TH S METHOD IS USED, ONCE THE WIND-BORNE DEBRIS PROTECTION IS SIZE - 780 x .6
IING
REMOVED' THE HOLES IN THE SIDING SHALL Be SeALeO WITH A SILICCNE BASED CAULK
TO PREVENT WATER DAMAGE TO THE WALL SHEATHING BENEATH THE EXTERIOR SIDING.
IN ALL CASES. WHEN THE WIND-60RNE DEBRIS PROTECTION IS REMOVED IT SHOULD BE
STORED AWAY FOR FUTURE USE.
EACH tN OF EACH INTERMEDIATE
HORIZONTAL 2 4 DRAC TO BE
SECURED �/3 #1 o � 1W SCREWS.
FASTENING
T PICAL WINDOW
7AP STRUCTURAL
SHEATHIN CUT TO
OVERLAP WINDOW
FLANGej2- ON
L B Dn.
ISO MPH
150 MPH MAXIMUM
S CURE 7/16- SHEATHING TO
2 , 41 �/ MINIMUM 10d NAILS
OR, U5e #70 WOOD SCREWS
AT 4- O.C. MAXIMUM 51-ACING
ITHI INCLUDES SHEATHING SEAAI
LO DATED AT CENTER 2 , 41
NAIUSCREW LENGTH IS 1 5/4'
L SEAMS IN THE PLYWOOD
ALL OCCUR OVER FRAMING.
. SCR WS TO Be INTO BUILDING
kLL BE #10 WO D SCREWS MIN.
- TABLE 12_1 AND NOTES FOR
4GTH AND REQUIRED SPACING
150 MPH MAXIMUM
THESE OeTAILS AND ftMS ME CONFIDENTIAL AND MOPRItTARY THE CONTENTS OF 6 DRAWN4. —�� CONTAIN A—.R — GED 14—U.I.N. ANY .4-TRUR—D .1. COPY.N. OISILD—e. R D1.111—ION Or THIS 'A—M R A-1 — — —Ne� 1CRINN. 15 STRICTLY PROIRITIN. .1 IAC—N N-1 AND MAY BE I)MAWFUL. THESE MArMRI Me
PA—e. TO T.E MCI—NT PER .-- --e. — AND SHALL NOT 55 GCANNED. COPIED. OR DTHERWISE REPRODUCED MO/CR D16TRIDUTED TO OTKERS FOR ANY PURPOSE WITHOIT EXPRES6 WRITTEN —DRIZATION FROM jAC05GEN HOMES TH16 DRAWING PACKAGE AND ALL ITG CONTENT. ARE — EXCLUSIVE PROPERTY OF jACOBSER 6 ALL R3G'-* RESERVED C—RIGHT 2010
MOJD-W6
AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPSi
lo�
3802
RAWNt
C.YOUNG
..T.IN.T.
2010
P
.11 OF lll.�'
i 150, 1,11-11
Moo_
ED.,
7
COPYRIGHT 0 2010. JACOBSEN HOMES, SAFETY HARBOR, FLORIDA ALL RIGHTS RESERVED.
:101
APPROVED BY
NIPIN07/28/10
allic
Approval of t Is document does not authorize
approve any deviation or deviations from the
requirements of applicable State Laws.
StATt OF FLORIDA
EPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
CRIST
20..2007
W. Mikyo Trevino
I
Jac,bb.�en Homdg
P. 0. Box 368
Sa�ety Harbor, F-L 34695
THOMAS G. PELHAM
tecottory
RT-J' Manuracturer:Reriewal of Certification, ID IAFT-68 - -.Expiration Date: November 09, 2010
De r Mr.Trevino:
It ip my pleasure to inform you that Jacbosen Homes, located at. 600 Packard CoyAjafety Harbor FL
34695. has been approved under the Manufactured (Modular) Buildings Program, as provided for under
Cha'pter 553, Part . 1, Florida Statutes, for thie Trianuflicture of Residential and Conim.6rcial Buildfim for
insiallation in Florida.
I
De ign and production of the buildings must be approved ror compliance with the current Florida
Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Thi rd
Pa ty Agency is a contractor to the Departindrit and has statutory authority and responsibilitie's that they
must comply with to maintain theIr approved status. Expect and demand quality plans review and
ins ections.
Each change will make your plans obsolete until they have been reviewed, approved and, so
ind cate [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for
plans review. Please ensure. that your plans are -in compliance and properly posted on our wcbsite to
avoid embarrassing work stoppages in the permitting process. All site related, installation issues are
stibject to the local authority havingjurisdiction.
Un, Innounced monitoring visits by the Department's contractor will be made at least annually. Complete
accress to your manufacturing.facility and, records is mandatory to remain compliant. with the rules and
i
regulations of this program.
Pleitse, visit our website at www-florlda build ing.org to see valuable information on the Florida
Ma i nufactured Buildings Program. A copy of this letter must accompany applications for local building
I D. Ashhrth
Manufactured 8uildin'gs Program
I . Manager
CC: � William (Bill) Tegeler and Charles (Chuck) Osterday; NTA, Inc.
2555 SHUMARD OAK BOULEVARD TALLAHASSEE, Ft. 32399-2100
Phone: 850-488-84661SUNCOM 278-8466 Fax, 850-92,1-07811SUNCOM 291-0781
Website. www.dya.,
_statejkus
POMMUNITY PLANNING AREAS OF CRIFTICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT
Flhone: 050-iiS0-235&1$1jNc0M 278-2356 Mono,, 30,5-289m2402 PtWa: 860AW-7951USUNCOM 278-7056
aw M,4W330S1S1JNC0M 27$-3309 N*: 306-289�N,12 Fac, 850-972-�5623eSUN60101 292-5623
APPROVED BY
07/28/10
IN F14 I N C;`
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
STATE OF FLORIDA
DEPARTME'NT OF COMMUNITY AFFAIRS
"Dedicat&d to making. Florida a better place to call home"
JES BUSH THAoDEuS L. coHaN, AIA
Goverwr secretafy
DIVISION OF HOUSING & COMMUNITY DEVELOPMENT
13UILDING CODES & STANDARDS
From: Michael Ashworth,, Mant.1factured Buildings Program Manager
To: Building Officials, Manufacturers & Third Party Agen6es
Subject: Raised Seals on Plans for Manufactured (Modular) Buildings
Date: November 28, 2006
Section 553,80(t)(d), FS specifically exempts state approved manufactured ( I modular) buildings bearing
the DCA insignia, from fi,irther plan review by local code ehforchig agencies. Rule 9B- J, FAC; and the
Florida Building Code (FBC) do not require original signed and scaled plans; for manufactured (modular)
buildings to be submitted to local jurisdictions to obtain a building permit, The insignia issued by this
Department attests that the plans have been, reviewed and the buildings inspected by a state approved
Third Party Agency and -found compliant with the FBC.
However, any code requirements notcornpleted at the factory are considered site related and are subject
to local plan review and inspection in accordance with the FBC and local requirements. Signing and
seating of these plans should follow local procedures. All site -related installation requirements (e.g.,
foundation, electrical hook-up, plumbing, etc.,) are spccifically�and entirely restrved to the local authority
having jurisdiction, who may reqUire signed and scaled plans foe applicable items.
The State of Florida Manufacture(] (Modular) Buildings Program requires its approved Third Party
Agencies to maintain a set of signed and sealed plans,, (either hardcopy or electronic) that have been
reviewed and approved by a Florida licensed design professional or Modular Plans Reviewer. Inspection
reports conducted at the manufacturing facility by Florida licensed design professionals or Modular
Inspectors are also required to be on file. Local jurisdictions may require copies ofthe approved plans,
with the permit application or inay rely on. the plans oil We at �yvww.fl6ridahtjtldJi1g_,org.
For additional information, please contact Michael Ashworth at 850-922-607-5 or E-mail:
niicf)ael.ashwovtii@dca.st,tile.fl.tis.
cc: 1. Jones
Files
2S55 SHUMARD OAK BOULEVARD - TALLAHASSEE, FLORIDA 323t9-2100
Phone:. 850.488.8466/Slincorn 278,8466 FAX, 860,921.0781/Suncom 291.0781
Internet address, httLJ/W,_wwAca.qtate.fJ.L5
CWTICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT
270q CWrW03 l4igh%MY, SW10 212 2_555 Sivimard Oak Salwafd Z-656 Snurriard oak 13oulwafd P555 11'unard Oak Boulemrd
Mafafta, F`1_33050�2227 Tallaha$-"#, FL 32M421100 Ulahame. FL, 323D4-2wi Tallahmm FL ZtJogkmo
PT5) 20�2402 (OM 4 6G.235$ (135q 413-9W9 (850) 4e-347956 '
I , I
MOD-
MFT-(
5 2007 CODE VERSION
MOD-506 APPROVED BY July 20, 2010
INC.
Basic Wind Speed: 150 mph ON 07/28/10
Wind Exposure Category: C
Approval of this document does not authorize or
Mean Roof Height: 15 ft. approve any deviation or deviations from the
requirements of applicable State Laws.
FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET:
As r�quired by Florida Statute 553.842 and the Florida Administrative Code 913-72, the information and
Iapproval numbers on the building components are listed below:
1 Exterior
Doors
A Swinging
Dunbarton Corp.
In -swing Exterior Door - Solid
FL 10079 - R1
Swinging
Dunbarton Corp.
In -swing Exterior Door - Solid
FL 2623 - R3
Swinging
Dunbarton Corp.
In -swing Exterior Door - Oval
FL 2623 - R3
Swinging
Dunbarton Corp.
In -swing Exterior Door - 9 Lite
FL 2623 - R3
i
2 Windows
A Single Hung
Kinro, Inc.
4700 Series - Insulated - Low E
FL 12053
Single Hung
Kinro, Inc.
9750 Series - Impact Resistant
FL 993 - R3
Single Hung
Kinro, Inc.
9750 Series - Insulated - Low E
FL 993 - R3
B Fixed
Hy-Lite Products, Inc.
Acrylic Block Window
FL 2025 - R2
3 Panel Wall
A Siding
James Hardie
Siding
FL 10477
Siding
James Hardie
Hardiel-ap Siding
FL 13192
Siding
NichiProducts
Cement Siding
FL 12098.1
Siding
Style Crest
Vinyl Siding
FL 12231
B Soffits
Variform
N a pco Soffit
FL 11183.1
07/28/10
NIH INC.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Metal Roofing I Advanced Aluminum , I Advantage Panel - 26 Ga. i FL 1763
5 Structural Comp.
A Wood Connectors
Tie -down Engineering
Wood Connectors
Oliver Technologies
Wood Connectors
Master Craft Eng.
Wood Connectors
Master Craft Eng.
Wood Connectors
Master Craft Eng.
Coil Strap
Local Approval
Coil Strap
NTA Testing Labs
Metal Strap
JH070804-10
Metal Strap FL 9159 - R1
Metal Strap FL 915
Truss Plate I MiTek I Truss connector plates I FL 2197 - R3
C Engineered Lumber I GP I GP-Larn I FL 2023 - R3
I , I
She# Wall Trubutary Length Detremination
Two Intbrior Walls
I
Jacobsen Homes - MOD-506 (JAC03510)
Sidewal
Right
Endwall
First Second
Interior Interior
Sidewall Length = 38-667 ft
Distance of Left end to first interior = 6.9167 ft
Distance between interiors = 14 ft
Left extention length = 0 ft
Right extention length = 7.583 ft
Left Endwall Trib:
3.45835ft
First Interior Trib:
10.45835 ft
Second Interior Trib:
15.87515 ft
Right Endwall Trib:
8.87515ft
07/28/10
OL M
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
%'1 VII I It I I I I I I't'j"
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No 63802
GOOP E
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One Story Shear Wall Wind/Seismic Analysis - Two Interior Shearwalls
Jacobsen Homes - MOD-506 (JAC03510) a
Wind Loads
MWF
Buildinq Values
*design-tech.inc*
APPROVED BY
ON07/28/10
I 4INC.
Approval of Ifils, document does not authorize or
approve any deviation or deviations from the
requirements of appll..bl� State
Wind speed = 150 mph MGT
,j-'_L G 7-
Exposure = C %% ...... 0 te
Mean Roof Height = 20 ft EN'*'
00
Wind load Areas A B C D No 63802
(psf) 63.4 0.0 42.3 0.0
A = End zone of Wall
B = End zone of Roof E
C Interior zone of Wall 00
00 N.
ORXI
D= Interior zone of Roof 6) ...... Off.
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roof angle = 4.36/12 Sidewall Length = 38.667 ft
roof angle = 20.00
Wall Height = 7.5 ft Endwall Length = 21.667 ft
Heel Height of Truss = 4 in a= 3.00 ft
2a = 6.00 ft
Left ext length = 0 ft
Height of Roof = 4.27 ft Right ext length = 7.583 ft
Left Endwall Shear Values
Area of End Zone of Sidewall =
13.0 ft2 /side
Total Shear =
823 lbs
Area of End Zone of Roof =
14.8 ft' /side
Total Shear =
0 lbs
Area of Interior Zone of Sidewall =
0.0 ft' /side
Total Shear =
0 lbs
Area of Interior Zone of Roof =
0. 0 ft2 Iside
Total Shear =
0 lbs
Total Shear Force to Endwall = 823 lbs
First Interior Shear Values
Area of End Zone of Sidewall =
9.5 ft' /side
Total Shear =
605 lbs
Area of End Zone of Roof =
10. 9 ft2 /side
Total Shear =
0 lbs
Area of Interior Zone of Sidewall =
29.7 ft2 /side
Total Shear =
1255 lbs
Area of Interior Zone of Roof =
33.8 ft� /side
Total Shear =
0 lbs
Total Shear Force to Endwall = 1860 lbs
Second Interior Shear Values
Area of End Zone of Sidewall = 0. 0 ft2 /side Total Shear = 0 lbs
Area of End Zone of Roof = 0.0 ft2 /side Total Shear = 0 lbs
Area of Interior Zone of Sidewall = 59.5 ft2 /side Total Shear = 2517 lbs
Area of Interior Zone of Roof = 67.8 ft' /side Total Shear = 0 lbs
Total Shear Force to Endwall = 2617 lbs
Riaht Endwall Shear Values
Area of End Zone of Sidewall =
22.5 ft2 /side
Total Shear =
1428 lbs
Area of End Zone of Roof =
25.6 ft2 /side
Total Shear =
0 lbs
Area of Interior Zone of Sidewall =
39.2 ft2 /side
Total Shear =
1658 lbs
Area of Interior Zone of Roof =
44.7 ft2 /side
Total Shear =
0 Ibs
Total Shear Force to Endwall = 3085 lbs
Area of End Zone of Wall = 23 ft2 /side
Area of End Zone of Roof = 7 ft2 /side
Area of Interior Zone of Wall = 18, ft' /side
Area of Interior Zone of Roof = 17 ft2 /side
Total Shear Force to Sidewall = 3310 Ilbs
Seismic category = C
SC)s = 0.5
Wall DIL = 10 Psf
Roof DIL = 10 Psf
Total W for seismic shear walls =
12903 lbs
R =
6.5
Cs =
0.09615
Fx = 1240.68 lbs
shear on endwall L =
shear on Ist int wall =
shear in 2nd int wall' --
shear on endwall R =
shear on sidewalls =
Endwall L
1 st I nt Wall
2st Int Wall
Endwall R
Sidewall
Ill lbs/wall
336 lbs/wall
509 lbs/wall
286 lbs/wall
620 lbs/wall
Total Shear = 1428 lbs
Total Shear = 415 lbs
Total Shear = 766 lbs
Total Shear = 701 lbs
Seismic Wind Wind with 1.4 reduction
'I'll
823
588
336
1860
1328
509
2517
1798
285
3085
1 2204
620
3310
1 2364
Controlling factors for shear wall panels
Endwall L ---------- > Wind
Int Wall ---------- > Wind
Int Wall - — ------- > Wind
Endwall R Wind
Sidewall ------- —> Wind
I , I
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fill
Fx 0
Controllina factors for Uolift/Shear Forces
Endwall L -- — ----- >
Wind
Int Wall ---------- >
Wind
Int Wall -------- —>
Wind
Endwall R
Wind
Sidewall
Wind
07/28/10
M M
N I H i mlmm c.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Determination of shear wall panel loads
Shearwall DesignLeft Endwall
Perforated or Segmented: S
Endwall Length = 21.667 ft
Wall Height = 9 ft
Length of Full Height Sheathing (3.5:1) = 10 ft
Length of Full Height Sheathing (2:1) = 10 ft
Cc (3.5:1) =
Co (2:1) =
Total Force (wind) = 823 lbs
Total Force (seismic) *1.4 = 155 lbs
Load Taken to Shear Wall Segments = 82 pif
Uplift Force at End of Wall = 741 lbs
Shearwall Design 1 st Interior Wall
Perforated or Segmented: S
Endwall Length = 21.667 ft
Wall Height = 9 ft
Length of Full Height Sheathing (3.5:1) = 4.25 ft
Length of Full Height Sheathing (2:1) = 4.25 ft
C. (3.5: 1) = I
Co (2: 1) = 1
Total Force (wind) = 1860 lbs
Total Force (seismic) *1.4 = 470 lbs
Load Taken to Shear Wall Segments = 438 plf
Uplift Force at End of Wall = 3938 lbs
Shearwall Design 2nd Interior Wall
Perforated or Segmented: S
Endwall Length = 21.667 ft
Wall Height = 9 ft
Length of Full Height Sheathing (3.5:1) = 9.167 ft
Length of Full Height Sheathing (2:1) = 9. 167 ft
Co (3.5: 1) =
Co (2:1) =
Total Force (wind) = 2517 ibs
Total Force (seismic) *1.4 = 713 lbs
Load Taken to Shear Wall Segments = 275 plf
Uplift Force at End of Wall = 2471 lbs
L G - 7-6
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07/28/10
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
V , I
Perforated or Segmented: S
Endwall Length = 21.667 ft
Wall Height = 9 ft
of Full Height Sheathing (3.5:1) = 9.1 ft
h of Full Height Sheathing (2,11) = 9.1 ft
C, (3.5: 1
Co (2:1)
Total Force (wind) = 3085 lbs
Total Force (seismic) *1.4 = 713 lbs
Load Taken to Shear Wall Segments = 339 pif
Uplift Force at End of Wall = 3052 lbs
07/28/10
-a-
N.IH INGM
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
G
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No 63802
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One Story Shear Wall Design
Summary of Forces
Shear Walls
Shearwall Required Design Left Endwall =
82 plf
Shearwall Required Design 1 st Interior Wall =
438 plf
Shearwall Required Design 2nd Interior Wall =
275 plf
Shearwall Required Design Right Endwall =
339 plf
Shearwall Required Design Top Sidewall =
144 pif
Shearwall Required Design Lower Sidewall =
222 plf
Overturninq Forces
Racking Left Endwall =
741 lbs
Racking 1 st Interior Wall=
3938 lbs
Racking 2nd Interior Wall =
2471 lbs
Racking Right Endwall =
3052 lbs
Racking Top Sidewall =
1081 lbs
Racking Lower Side'wall =
1662 lbs
L 76��4
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No 63802
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4,-; &/ ON jo,�-
Sidewalj
Left Right
Endwall Endwall
First Second
Interior I nterior
07/28/10
TLT14
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Wall
Racking Fastening Calculation
Jacobsen
I
Homes - MOD-506 (JAC03510)
.. 0
ro
0 1
Endwall
Cantillevered Diaphragm
Length of cantilevered endwall =
7.5 ft
Sidewall Height =
7.5 ft
Sidewall end zone wind load =
63.4 psf
Roof Height =
4*21 ft
Roof end zone wind load =
0 psf
Total Shear load =
1783 lbs
Sidewall full length =
10 ft
Total
shear load in full endwall from diaphragm =
178.31 plf
Diaph I
ragm OK, diaphragm = 213plf
Moment of Cantilevered Diaphragm =
6687 ft *Ibs
Sidewall ch6rd forces =
669 lbs
Length of sidewall shearwall =
3 ft *Ibs
Endwall Shearwall Design Load =
223 plf
Chord Force =
2006 lbs
APPROVED BY
07/28/10
- wk- N
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
design - tech - inc
SL G 7-,
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No 63802
E
Al
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F7/-26/1 O�
APPROVED BY
St. Lucie County
Wind Speed Lines
M" �V�
191 100-
St. Lucie County Wind Speed Line Description
130 MPH Wind Speed Line: Starting at the intersection of
1-95 and county boundary with Indian River County,
south on 1-95 to intersection with C-25 Canal, then west
along the C-25 Canal to the intersection with the Florida
Turnpike then south on the Florida Turnpike to the
intersection with 1-95, then south on 1-95 to the county
boundary with Martin County.
140 MPH Wind Speed Line: Starting at the intersection of
US I and county boundary with Indian River County,
south on US I to the intersection with Prima Vista
Boulevard, then west on Prima Vista Boulevard to the
intersection with the North Fork of the St. Lucie River,
then south and southeasterly on the North Fork of the St.
Lucie River to the county boundary with Martin County.
Description taken from Ordinance 0 1 -003, Exhibit A,
Basic Wind Speed Zones, St. Lucie County.
(Ordinance Adopted December 18, 2001; information
confirmed by St. Lucie County Building Department
106/07/07) 1
2.5 0 5 Miles
St. Lucie County Wind Speed Lines
St. Lucie County Wind Speed Lines
Major Roads
St. Lucie River
County Boundary
0
PAJ& rO7/28/1
' INC.,
'
Approval of this document does not authorize or
approve any deviation or deviationsfrom the
requirements of applicable State Laws.
Prepared by the GeoPlan Center, University of Florida
for the Florida Department of Community Affairs,
Codes and Standards Division.
June 2007.
Source: OL. Lucie County
Building Department, 07/07/2007
Base Layer Source: Florida Geographic
f IL Data Library
I I �
Job
Truss
Truss Type Qty
Ply Jacobsen Homes 216 FL
50651
C520301
MONO SCISSOR 1
1 24 X 137 X 4 Replaces MC00036-Tl
Ref. #2161563
Universal Forest Pr
ducts Inc., Grand Rapids, MI 49525, Weston Gorby 7.050 s May 22 2008 MiTek Industries, Inc. Tue Feb 10 12:45:16 2009 Page I
APPROVED BY
0-6-0
MIN— 07/28/10 11-5-0
Opt. Cantilever
Detail 2A I
N rTINC.
7
Approval of this document does not outhorize or
approve any deviation or deviations frorn the
requirements of applicable State Laws.
3A
6
3.33 T2_ 9
0
r 2-6-0 13 0
C�
REACTIONS Qbtsize)
2=303/0-3-8
Max
Max
Horz 2=279(LC 7) 3A
Uplift2=-667(LC 7) 5--- T1 6
Max
Grav 2=402(LC 17)
_�7 �1 0 1
off
8
.4 3X4
3x6 - - I
4 9 2A, 1 4
BI 3x4 =�
C'
3 5-11-12 .... . ........ (6
2
W2, 10
3A
11 1. 5 8 F1_2
0
X4
12 2x4 -6-3 .. ... . ...........
....... ....
2X4 i� 10-1- .. . ........ ... .... . .
. ... ...... ......... .... . . ... ......
11-5-0
0-6-0 11-5-0
Plate Offsets (X,Y): [4:0-0-12,0-1-8], [5:0-0-3,0-1-8], [6:0-0-8,0-1-41, [8:0-1-4,0-1-41, [9:0-1-8,0-1-81, [10:0-1-8.0-1-81, [11:0-2-5,0-0-1], [12:0-2-0,0-0-15]
LOADING (psf) I
TCLL 20.0
SPACING 1-4-0
CS1
DEFIL in (loc) I/defi L/d
PLATES GRIP
(Ground Snow=2d )
Plates Increase 1.15
TC 0.65
Vert(LL) 0.26 10-11 >522 240
MT20 197/144
TCDL 7.0
Lumber Increase 1.15
BC .0.48
Vert(TL) 0.21 10-11 >627 180
BCLL 0.0 "
Rep Stress Incr YES
WB 0.71
Horz(TL) -0.05 8 n/a n/a
BCDL 7.0
Code IBC2006/TP12002
(Matrix)
Weight: 26 lb
LUMBER BRACING
TOPCHORD 2 3 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 4-9-6 oc
BOTCHORD 2,X 3 SPF No.2 purlins, except end verticals.
WEBS 2X2 SPF Stud BOTCHORD Rigid ceiling directly applied or 3-4-1 oc bracing.
REACTIONS (lb size) 2=236/0-3-8, 8=216/Mechanical
Max Horz 2=265(LC 7)
Max Uplift 2=-419(LC 7), 8=-422(LC 7)
Max Grav 2=312(LC 17), 8=290(LC 17)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD �� -2=0/2, 2-3=-1 059/1717, 3-4=-1 034/1705, 4-.5=-95811583, 5-13=-525/841, 6-13=-502/843, 6-7=-34/3,
71-8=-60/133
BOTCHORD 2-12=-1907/988,11-12=-1907/991, 10-11=-1902/998,9-10=-1759/941, 8-9=-976/526
6-8=-527/980, 5-1 0=-31/83, 4-11 =-27/107, 6-9=-201/181, 4-1 0=-67/143, 3-12=-63/52
WEBS 5-9=-440/814,
NOTES
1) Wind: ASCE 7-,05; 150mph; TCDL=4.2psf; BCDL=4.2psf; h=30ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable
end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions
Z No 57289 4
shown; Lumber DOL=1.60 plate grip DOL=1.60 41
11
2) TCLL: ASCE 7-105- Pg=20.0 psf (ground snow); Ps=20.0 psf (roof snow); Category 11; Exp C; Partially Exp.; Ct=l.l
3) Roof design snow load has been reduced to account for slope. lo,
0--10 .
1
4) Unbalanced snow loads have been considered for this design. OP it
-:13 STATE OF 411
5) This truss has �een designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 15.4 psf on VIA 0 4Q 4:
overhangs noniconcurrent with other live loads. b�
*-*04 0 '.-* N s
6) This truss has Ilieen designed for basic load combinations, which include cases with reductions for multiple
concurrent live loads.
ON A Ce�
to.
7) This truss has 6een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss ha� been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any other members. 2/10/2009
9) Provide mecha�lical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2
and 422 lb uplift at joint 8
10) Beveled plate or shim ir�quired to provide full bearing surface with truss chord at joint(s) 2.
11) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced
standard AN�I/TPI 1.
12) This truss hasbeen designed in accordance with the 2006 IBC Sec 2303.4.2, 2006 IRC Sec 802.10.2
13) This truss has, been desicined to meet the 2003 IBC Section 2308.10.7.1: 2003 IRC R802.10.2
Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE
AWARNING - Verify design parameters and READ NOTES PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525
This building compone'rit has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible
for lifting methods an systemdesign. Builder responsibilities are defined under section 2.3 of TP11-2002. This design is based only upon parameters shown, and is for
an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building
designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction
is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, q ual ity control, storage, delivery, erection and bracing, consult BCSI 1-03 from the Wood Truss Council of America and Truss Plate Institute Recommendation avaliable
from WTCA, 6300 Eh I terprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe@ copyright 2008 by: Universal Forest Products, Inc.
Job Truss Truss Type Q,y Ply Jacobsen Homes 216
50649 C520501 MONO SCISSOR 1 1 14x 117x4 MOD
Replaces MC03190-TlA
Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.050 s May 22 2008 MiTek Industries, Inc. Thu Jan 29 12:53:49 2009
0-6-0 9-9-0
Attached 5-0-0 scab 2 to 9, front face(s)
2 X 3 SPF No.2 with 1 row(s) of 10d
(0.131"x3") nails spaced 9" o.c.except
: starting at 1-7-0 from end at joint 2,
nail I row(s) at 7" o.c. for 3 5 0 2.46112 2x4
6
10 9
REACTIONS @ 2-6-0
MaxHorz 11=181(LC7) 3x4
11
2 1-3-0 or 2-6-0 Cantilever Max Uplift 11 =-654(LC 7) 5 9
Max Grav 11=419(LC 18) V� 6
3x4 11
4 ---------------- W5 ................ . ...
0-1-8 Opt. W4
9
Cut-off -- ---- -
----------- W3 -------
3 ........ ...... ....... ...... ........... .. 7
W ......... ............................ ...
1
2.5x4 B . ....... . ... 8 3x4 C)
W1
2 --- ---- ------------ 3x4 ::11-
— -
1 9 1.44 12 2-
1x3 1�
10
C>_ 2x4 2X4 i 4-11 -0
. ................... . .................
.. . . . . ...
7-1-2 ..... ............
.... ..... ... .... .............. .. .
9-9-0
0-6-0 9-9-0
Plate Offsets (X,Y): [2:0-1-10,0-1
-0], [4:0-0-3,0-1-8], [5:0-0-2,0-1-4], [6: Edge, 0- 1 -8], [7: Edge, 0- 1 -5], [8:0-1 -12,0-1 -8], [10: 0-1 -
1, 0-0-4]
LOADING (psf)
TCLL 20.0
SPACING 1-4-0 csl DEFL in (loc) I/defl L/d
Plates Increase 1.15
PLATES GRIP
(Ground Snow=20.0)
Lumber Increase 1.15 TC 0.72 Vert(LL) 0.35 9-10 >328 240
MT20 197/144
TCDL 10.0
Rep Stress Incr YES BC 0.64 Vert(TL) 0.29 9-10 >394 180
BCLL 0.0
WB 0.82 Horz(TL) -0.05 7 n/a n/a
Code IBC2003/IBC2006/
BCDL 5.0
TP12002 (Matrix)
Weight: 20 Ib
LUMBER BRACING
TOPCHORD 2 X 3 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 4-0-4 oc
BOTCHORD 2 X 3 SPF No.2 purlins, except end verticals.
WEBS 2 X 2 SPF Stud BOTCHORD Rigid ceiling directly applied or 3-1 -11 oc bracing.
APPROVED BY
REACTIONS (lb/size) 2=213/0-3-8, 7=190/Mechanical
Max Horz 2=167(LC 7)
Max Uplift 2=-376(LC 7), 7=-341 (LC 7) 07/28/10
INIA
Max Grav 2=322(LC 18), 7=285(LC 17)
I WC".
FORCES (lb) - Maximum Compression/Maximum Tension Approval of this document does not authorize or
TOPCHORD 1-2=-O/O, 2-3=-1 312/1937, 3-4=-1 278/1947, 4-11 =-739/1104, 5-11 =-730/1107, 5-6=-52/39, 6-7=-58/108 approve any deviation or deviations from the
BOTCHORD 2-1 0=-2061/1257, 9-1 0=-2058/1261, 8-9=-2057/1267, 7-8=-1 196/742 requirements of applicable State Laws.
WEBS 3-1 0=-20/70, 4-9=-1 7/53, 5-8=-1 54/147, 4-8=-544/881, 5-7=-705/1138
011111119111 ***
NOTES NO"
1) Wind: ASCE 7-05; 150mph; TCDL=6.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable
end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions E N
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-05; Pg=20.0 psf (ground snow); Ps=20.0 psf (roof snow); Category 11; Exp, C; Partially Exp.; Ct=1.1; No 57289
IBC 1608.3 minimum flat roof snow load governs.
3) Roof design snow load has been reduced to account for slope.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 15.4 psf on
, 13 STATE OF UJ
overhangs non -concurrent with other live loads. 00 0
*#
6) This truss has been designed for basic load combinations, which include cases with reductions for multiple
IV'*-"
concurrent live loads. OR
live loads. &/0
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other
* N A
8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0
I
tall by 2-0-0 wide will fit between the bottom chord and any other members. I I I I I t
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 January 29, 2009
and 341 lb uplift at joint 7.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
11) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced
standard ANSI/TPi 1.
12) This truss has been designed in accordance with the 2006 IBC Sec 2303.4.2, 2006 IRC Sec 802.10.2
13) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC R802.10.2
AWARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE
PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525
This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible
for lifting methods and system design. Builder responsibilities are defined under section 2.3 ofTP11-2002. This design is based only upon parameters shown, and is for
an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building
designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction
is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-03 from the Wood Truss Council of America and Truss Plate Institute Recommendation avaliable
from WTCA, 6300 Enterprise LN, Madison, W1 63719 J:Xsupport\MitekSupp\templates\ufp.tpe Qcopyright 2008 by: Universal Forest Products, Inc.
FORM 110
-08
FLORIDA
ENERGY EFFICIENCY CODE FOR.BUILDING CONSTRUCTION
Florida
I ��Vll d
Department of Community Affairs Residential Perfor &1� A
Project Name:
N
Mod-506 Builder Name: Jacobsen H I 0
FProject
Street:
Street
10701 S. Ocean Drive Permit Office: No 63802 00
9 *
City, State, Zi
City, S tat
Jensen Beach , FL, 34957- Permit Number:
Owner:
Mr. and Mrs. Grigenardo Jurisdiction:
Design Location:
FL, Fort Pierce
1. New construction
or existing New (From Plans)
9. Wall Types AN ns% - N
2. Single family
r multiple family Single-family
1 0 I&W ft2
a. Frame - Wood, Exterior 11
-*e; ft2
b. N/A 0.11J, 0 lq=A �- ��' '-�'
3. Number of u n
its, if multiple family
c. N/A F7/-26—/2 0-1-01 111111F1110 *t% ft2
4. Number of Bed
rooms 2
d. N/A R= ft 2
5. Is this a worst
case? QD
10. Ceiling Types Insulation Area
6. Conditioned floor
area (fl:2) 821.8
a. Under Attic (Vented) R=30.0 829.03 ft2
1
�
b. N/A R= ft2
.7. Windows
- Description Area
c. N/A R= ft2
a. U-Factor:
Dbl, U=0.35 118.92 ft2
11. Ducts
SHGC:
SHGC=0.30 ft2
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 164.36 ft'
b. U-Factor:
N/A
SHGC:
12. Cooling systems
c. U-Factor:
N/A ft2
a. Central Unit Cap: 14.5 kBtu/hr
SHGC:
SEER:. 14
d. U-Factor:
N/A ft2
13. Heating systems
SHGC:
ft2
a. Electric Strip Heat Cap: 12.7 kBtu/hr
F
e. U-Factor:
e U
N/A
COP: I
S H
SHGC:
14. Hot water systems
I
10 0 r T
8. Floor Types
F
Insulation Area
a. Electric Cap: 40 gallons
R isl�'
a. Raised Flo
a a E
r R=22.0 821.80 ft2 .
EF: 0.93
N A
b. N/A.
b
R= ft2
b. Conservation features
c. N/A
c. I
R= ft2
None
15. Credits Pstat
Total As -Built Modified Loads: 23.15
PASS
Glass/Floor Area 0145
I SS/
Total Baseline Loads: 29.15
i
I hereby certif� that the plans and specifications covered by
this calculation', are in compliance with the Florida Energy
Code. I
PREPARED 1BY:
DATE:
I hereby certify th is
with the Florid I a nergy�
OWNER/AGE
DATE:
Iding, as designed, is in compliance
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Peforeff&sgyT_bon is cpFRIV!"o SM
t is bu�,.Id!Nv -5
'%T XTF Tl� �OA&D
WILLIAM
FFIC
Oil S,
e
WS
I * REQUIRES INSTALLATION ON -SITE, BY OTHERS,
A- Man� ual J form is required to be completed by a
licensed HVAC.contractor once the building is insta'lled on -
site to ins re proper equipment sizing (on -site, by others).
Page I of 5
7/20/2010 9:39 AM EnergyGaugeg USA - FlaRes2008
om::
PROJECT
Title:
fBuilding
Mod-506
Bedrooms: 2
Ad ress. Type:
Street Address
Type:
FLAsBuilt
Conditioned Area: 821.8
Lot #
Owner:
Mr. and Mrs. Grigenardo
Total Stories: I
SubDivision:
# of Units:
1
Worst Case: Yes
PlatBook:
Builder Name:
Jacobsen Homes
Rotate Angle: 90
Street:
10701 S. Ocean Drive
Permit Office:
Cross Ventilation:
County:
St. Lucie
Jurisdiction:
Whole House Fan:
City, State, Zip:
Jensen Beach,
Family Type:
Single-family
FL, 34957--
New/Existing:
New (From Plans)
Comment:
CLIMATE
FV
IECC Design Temp Int Design Temp Heating
Design Daily Temp
V Design Location
TMY Site Zone 97.5%
2.5% Winter Summer Degree Days' Moisture
Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90 75 70 722
62
Low
FLOORS
Floor Type
R-Valqe
Area
Tile Wood
Carpet
1
Raised Floor
821.8 ft2 22
0 0
1
ROOF
Roof Gable
Roof Solar Deck
#
Type Materials
Area Area
Color Absor. Tested Insul.
Pitch
I
Gable or shed Composition shingles 847 ft2 102 ft2
Dark 0.96 No 0
14 deg
ATTIC
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
I
Full attic
Vented 300
821.8 ft2 N N
CEILING
Ceiling Type
R-Value
Area Framing Frac
Truss Type
Under Attic (Vented)
30
829.03 ft2 0.09
Wood
WALLS
Cavity Sheathing
Framing
Solar
#
Ornt Adjacent To
Wall Type
R-Value Area R-Value
Fraction Absor.
1
N -Exterior
Frame - Wood
19 295 ft2
0.23
0.75
2
W Exterior
Frame - Wood
19 82.6 ft2
0.23
0.75
3
N Exterior
Frame - Wood
19 62.25 ft2
0.23
0.75
4
W Exterior
Frame - Wood
19 96.25 ft2
0.23
0.75
5
S Exterior
Frame - Wood
19 290 ft2
0.23
0.75
6
E Exterior
Frame - Wood APPROVED BY
19 96.25 ft2
0.23
0.75
7
S Exterior
Frame - Wood
19 68.25 ft2
0.23
0.75
8
E Exterior
07/28/10
_ Woo 0 19 82.5 ft2
Frame - Wood L 10%
0.23
0.75
7/20/2010 9:39 AM
Approval of this document does not authorize or
approve any doviation or deviations from the
r"uhsinonts of applicable State Lanvs.
EnergyGauge@) USA - FlaRes2008
Page 2 of 5
DOORS
#
Ornt
Door Type
Storms U-Value
Area
W
Insulated
None 0.289999
21.63888
2
S
Insulated
None 0.289999
21.63888
WINDOWS
Orientation shown is the entered orientation (=>) changed to Worst Case.
#
Ornt Frame
Panes NFRC
Overhang
U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
1
N=>E Vinyl
Low-E Double Yes
0.35 0.3 N 20 ft2 0 ft 9 in 0 ft 8 in
HERS 2006
None
2
N=>E Vinyl
Low-E Double Yes
0.35 0.3 N 8.333333 0 ft 9 in 0 ft 8 in
HERS 2006
None
3
N=>E Vinyl
Low-E Double Yes
0.35 0.3 N 5.833333 0 ft 1.5 in 0 ft 26 in
HERS 2006
None
4
S=>W Vinyl
Low-E Double Yes
0.35 0.3 N 15 ft2 0 ft 9 in 0 ft 8 in
HERS 2006
None
5
S=>W Vinyl
Low-E Double Yes
0.35 0.3 N 25 ft' 0 ft.9 in Oft 21 in
HERS 2006
None
6
S=>W Vinyl
Low-E Double Yes
0.35 0.3 N 5.833333 0 ft 9 in 0 ft 4.5 in
HERS 2006
None
7
E=>S Vinyl
Low-E Double Yes
0.35 0.3 N 12.5 ft2 Oft 13.6 i Oft 32.5 i
HERS 2006
None
8
E=>S Vinyl
Low-E Double Yes
0.35 0.3 N 2.916666 0 ft 13.5 10 ft 21.5 1
HERS 2006
None
9
E=>S Vinyl
Low-E Double Yes
0.35, 0.3 N 11.66666 0 ft 3 in 0 ft 35 in
HERS 2006
None
10
E=>S Vinyl
Low-E Double Yes
0.35 0.3 N 1Oft2 Oft3in Oft33in
HERS 2006
None
11 1
E=>S Vinyl
Low-E Double Yes
0.35 0.3 N 1.833 333 0 ft 3 in Oft 21.5 1
HERS 2006
None
k-h
INFILTRATION & VENTING
V
11
---- Forced Ventilation ---- Run Time
ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Watts
M etho
d
SLA CFM 50 ACH 50
Default
L
I
0.00036 776
7.08 42.6 80.1 0 cfrn 0 cfm
0
0
I 'DN-S"D 8'f OT146"'
COOLING SYSTEM
REQUI
ES INSTALLATION
V
#
System Type
Subtype
Efficiency Capacity Air Flow SHR
Ducts
I
Central Unit
Split
SEER: 14 14.5 kl3tu/hr 436 cfm
0.75
sys#O
Sy OyHER&
HEATING SYSTEM
NIQUIRES
INSTALLATION
ON -SITE,
V
# System Type
Subtype
Efficiency Capacity Ducts
1 Electric Strip Heat None
GOP: 1 12.7 kBtu/hr sys#O
'HOT WATER SYSTEM
# system Type
EF Cap Use SetPnt
Conservation
I Electric
0.93 40 gal 50 gal 1.20 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cert # Company Name
System Model # Collector Model # Area
Volume
FEF
No
e None
ft,
APPROVED BY
INA07/28/10
INC.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Page 3 of 5
7/20/2010 9:.JU AM EnergyGauge@ USA - FlaRes2008
DUCTS
F
Supply
---- Return ----
Air
Percent
V # Location R-Value
Area
Location
Area
Leakage Type
Handier
CFM 25
Leakage
QN
RLF
1
Attic
6
164.35
Interior
41.089
Default Leakage
Interior
(Default)
(Default) %
TEMPERATURES
REQUIRES INSTALLATION
0 .
....
W00-
Programable Thermostat: Y
Ceiling Fans:
Coolin g Ian
F:b
M:r
Apr
xj
my
Jun
Jul
X1 Auugg
S:p
0 ct X1
Nov
X1 ec
He ng X Jan
atj Xj
r
x
JXJ F b
IX
Xj
M r
IXXJ Apr Ix
y
jxxj Jun
JXXJ Jul
A
IX
X1 S
IX p
IX Oct IX
Xj
Nov
X Dec
Venting X Jan
X
X Feb
X
Mar
X Apr X
May
X Jun
X Jul
X Aug
X Sep
x Oct X
Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2 3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78 78
78
78
78
78
78
80
80
80
80
PM
80
80 78
78
78
78
78
78
78
.78
78
78
Cooling (WEH)
AM
PM
78
78
78 78
78 78
78
78
78
78
78
78
78
78
78
78
78
78.
78
78
78
78
78
78
Heating (WD)
AM
PM
66
68
66 66
W 68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH)
AM
PM
66
68
66 66
68 68
66
68
66
68
68
68
68
68
68 .68
68
68
68
68
68
6 6
68
66
7/20/2010 9:39 AM
07/28/10
INCE
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
EnergyGauge@ USA - FlaRes2008
Page 4 of 5
6
T ( . I .
9 y
APPROVED BY
000 rr, INC.
FORM 1100 A-08 ON 07/28/10
Code Compliance -Cheklist
App, .. 1 .1 this docurne.1,16.., nlaulhoflze o,
Stga1g.1alplon o,, deviations I rn the
Residential Whole Building Performance Method A - D '10 ,at, L.Wr.o
ADDRESS: 10701 S. Ocean Drive PERMIT
Jensen Beach, FL, 34957-
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
0 NTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
FExteCOMPONE
rior Windows & Doors
lor
N I 106.AB. 1. 1
Maximum: .3 cfm/sq -ft. window area; .5 cfm/sq.ft. door area.
Exterior & A, djacent Walls
N 1 106.AB. 1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N 11 06.AB. 1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams:
Ceilings
N I I 06.AB. 1.2.3
Between walls & ceilings; penetrations of ceiling p *1 lane to top floor;
around shafts, chases, soffits, chimneys, cabinets'sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed
ighting Fixtures
N1106.AB.I.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi-stor ylHouses
N1106.AB.1.2.5
Air barrier on perimeter of floor cavity between oors.
Additional rifiltration reqts
N I 106.AB. 1. 3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
nTWI=P PR1=.Qr.R1PT1VF MIFASURF-S Imust be met or exceeded bv all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
FWater Heaters
N 111 2.AB.3
Comply with efficiency requirements in Table NI 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
ICHECK
Swimming!
Pools & Spas
N1112.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N I I 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1 11 O.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 0.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1 107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N1 102.13.1.1
sides. Common ceiling & floors R-1 1.
I Page 5 of 5
7/20/2010 931d AM EnergyGauge@ USA - FlaRes2008
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 79
The lower the EnergyPerformance Index, the more efficient the home.
10701 S. Ocean Drive, Jensen Beach, FL, 34957-
1.
New construction or existing
New (From Plans)
2.
Single family or multiple family
Single-family
3.
Number of units, if multiple family
1
4.
Number of Bedrooms
2
5.
Is this a worst case?
CYesD
6.
Conditioned floor area (fl:2)
821.8
7.
Windows" Description
Area
a. U-Factor: Dbl, U=0.35
118.92 fl:2
SHGC: SHGC=0.30
b. U-Factor: N/A
ft2
SHGC:
c. U-Factor: N/A
ft2
SHGC:
d. U-Factor: NIA
ft2
SHGC:
e. U-Factor: N/A
ft2
SHGC:
8.
Floor Types
Insulation Area
a. Raised Floor
R�-22.0 '821.80 fl:2
2
9. Wall Types Insulation Area
a. Frame - Wood, Exterior R=1 9.0 1073.00 fl:2-
b. N/A R= ftz
c. NIA R= ft2
d. NIA - R= ft2
10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=30.0 829.03 fl:2
b. N/A R= ft2
c. N/A R= ft2
11. Ducts
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 164.36 ft'
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. N/A K= U b. Conservation features
c. N/A APPROVED BY R= ft2 None
00
hk 11 r, 07/28/10 15. Credits
Cap: 14,.5 kBtu/hr
SEER: 14
Cap: 12.7 kBtu/hr
COP: 1
Cap: 40 gallons
EF: 0.93
Pstat 11141
. INC. " REQUIRES INSTALLATION ON-ffiTE, BY OTHERS.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
I certify that this home has complied with the Florida Energy Efficiency Code fo ' r Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installe C mp
r Date: -I-
Builder Signatu
W ---.d City/Fl- Zip:
Address of New Home: `;e-e— M)o-mic
a 115B S
0
rev?
&-�111'4 -21
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is*not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy. Efficiency Code for Building Construction, contact the
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT
EnergyGauge@ USA - FlaRes2008
4
WORST CASE ROTATION
BUILDING ENERGY SUMMARY
Mr. and Mrs.
Grigenardo Title: Mod-506 TMY City: FL—ST—LUCIE—CO—INT
10701 S. Ocean
Drive User Elec Util: Florida Average
Jensen Bea%
I LP 7- Gas Util: Florida Average
Registration
Run Date: 07/20/2010 09:39:16
---- Cooling ---- ---- Heating .... HERS
Rotation
Energy Use Fan Enengy Cost Ene[gy Use Fan/Pump Cost Total Energy ' Index e-Ratio
0
1491 kWh 259 kWh $157 308 kWh 13 kWh $29 7.068 MBtu 0.7745
45
1532 kWh 268 kWh $162 313 kWh 13 kWh $29 7.256 MBtu 0.7895
90
1544 kWh 271 kWh $163 315 kWh 13 kWh $29 7.314 MBtu 0.7940
135
1521 kWh 266 kWh $161 325 kWh 14 kWh $30 7.256 MBtu 0.7888
180
1468 kWh 256 kWh $155 329 kWh 14 kWh W 7.055 MBtu 0.7724
225
1504 kWh 263 kWh� $159 342 kWh 14 kWh $32 7.246 MBtu 0.7872
270
1532 kWh 268 kWh $162 325kWh 14 kWh $30 7.301 MBtu 0.7925
315
1519 kWh 265 kWh $161 324 kWh 13 kWh .$30 7.238 MBtu 0.7875
These
results represent the most recent analysis when worst case Was checked. Forratings where default
appliance
values were 'not used, the energy values will represent the building used for the HERS Score and not
the entlered
building. Select ReportsjAnnual Simulation to view energy use from the current building.
7/20/2010 09.40 AM
07/28/10
N I H *1 N(O I ;"M
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws. ,
EnergyGauge@ USA - RaRes2008 /
Pago 1 of I
Florida Code Summary Report'
Mr. and Mrs. Grigenardo Title: Mod-506 TMY City: FL ST LUCIE CO 1
10701 S. Ocean Drive FLAsBuilt Elec U@I: FForida A�eira6e_
Jensen Beach, FL, 34957- Gas Util: Florida Average
Registration #: Run Date:
Energy Uses
Baseline Home
As -Built Home
e-Ratio
Heating
1.40 IVIBtu
1-.12 IVIBtu
0.80
Cooling
8.47 M13tu
6.20 MBtu
0.73
Hot Water
7.15 IVIl3tu
7.02 M13tu
0. 98
Total
17.01 M13tu
14.33 MBtu
0.84
Building Loads
Baseline Home
As -Built Home
e-Ratio
Heating
2.71 MBtu
2.17 MBtu*
0.80
Cooling
19.91 MBtu
14.56 MBtu*
0.73
Hot Water
6.53 IVIBtu
6.41 MBtu*
0.98
Total
.29.15 MBtu
23.15 MBtu
0.79
* normalized modified loads
Glass/Floor Area: 0. 145 Total As -Built Modified Loads: 23-15 PASS
Total Baseline Loads: 29.15
N07/28/10
I H I N (";`E
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
7/2012010 9:40 AM EnergyGauge@ USA - FlaRes2008 Page 1 of 1
Building Input Summary Report
PROJECT
T Title:
itle.
Mod-506
Bedrooms: 2
Adress Type:
Street Address
Building Type:
rBuilder
User
Bathrooms: 0
Lot #
r ?
Owner:
Mr. and Mrs. Grigenardo
Conditioned Area: 821.8
SubDIvision:
f U
# of Units:
Total Stories: 1
PI atBook:
Name:
Jacobsen Homes
Worst Case: Yes
Street:
10701 S. Ocean
Drive
Permit Office:
Rotate Angle: 90
County:
St. Lucie
Jurisdiction:
Cross Ventilation:
City, State, Zip:
Jensen Beach ,
Family Type:
Single-family
Whole House Fan:
FL, 34957-
New/Existing:
New (From Plans)
Comment:
CLIMATE
Deslgn�
F:;,
Design Temp
Int Design Temp Heating
Design Daily Temp
Location
Tmy Site
97.5% 2.5%
Winter
Summer Degree Days
Moisture
Range
FL, Fort Plerce
FL, I
Fl_ST�_LUCIE CO INTL 39 90
70
75 722
62
Low
UTILITY RATES
Fuel Unit
Utility Name
APPROVED BY
Monthly Fixed Cost
$/Unit
Electricity
kWh
Florida Average
N 07/28/10
NlIff"mol
0
0.09
Natural Gas
Therm
Florida Average
INC.
0
1.72
Fuel Oil
Gallon
Florida Default
Approve of this document does not authorlw or
approve any deviation or deviations from the
0
1
Propane
Gallon
Florida Default
requirement$ of applicable State Laws.
0
1.4
SURROUNDINGS
Shade Trees
Adjacent Buildings
Ornt Typi
Height Width Distance Exist Height
Width Distance
N None
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
NE None,
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
E None
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
SE Non I e
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
S Non6
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
SW Non
W
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
W Non e
W
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
I
NW Non�
0 ft
0 ft 0 ft
0 ft
0 ft
0 ft
FLOORS
hNW
# Floor
# F
Type
R-Value
Area
Tile Wood
Carpet
1 RaiseLl
Floor
22 821.8 ft2
0
0
ROOF
Roof Gable
Roof
Solar
Deck
# 4 Tvr
Type
Materials
Area Area
Color
Absor. Tested
Insul. Pitch
I Gable lo�r
shed
Composition shingles
847 ft2 102 ft2
Dark
0.96 No
0 14 deg
F-,
ATTIC
# Type
Ventilation Vent Ratio (I in)
Are a
RBS IRCC
I Full attic
Vented
300
821.8 ft2
'N N
7/20/20.10 9:4 1 0 AM EnergyGauge@ /'USRFSB v2.8 Page I of 4
Building Input. Summary Report
CEILING
#
#
C
Ceiling Type
R-Value
Area
Framing Fraction
Truss Type
I
Under Attic (Mented)
L
30
829.03 ft2
0.09
Wood
WALLS
Wall orientation below is as entered.
Actual orientation is modified by
rotate angle shown in "Project" section,above.
Adjacent
Cavity Width
Height Sheathing Framing Solar
#
Ornt
TO
Wall Type
R-Value Ft In
Ft
In Area R-Value Fraction Absor.
I
N
Exterior
Frame - Wood
19 39 4
90 295 ft2
0.23 0.75
2
W
Exterior
Frame - Wood
19 120
8.25
82.5 ft2
023 0.75
3
N
Exterior
APPROVED BY
-.11160fto-
Frame - Wood ONW-0- 6�.-
19 6 11
9
62.26 ft2
0.23 0.75
4
W
Exterior
Frame - Wood NIAINC.
07/28/10
19 140
8.25
96.25 ft2
0.23 0.75
5
S
Exterior
Frame - Wood
19 38 8
90 290 ft2
0.23 0.75
6
E
Exterior
approve any daAagon ardavladons from tha
Frame - Wood 1.11--ta.f.ppil-bla StaW L.-
19 140
8.26
96.25 ft2
0.23 0.75
7
S
Exterior
Frame - Wood
19 7 7
108 68.25 fl:2
0.23 0.75
8
E
Exterior
Frame - Wood
i 9 120
8.25
82.5 fl:2
0.23 0.75
DOORS
Width
Height
#
Ornt
DoorType
Storms
U-Value Ft In
Ft In Area
1
W
Insulated
None
0.29 38
82 21.64 ft2
2
2
S.
Insulated
None
0.29 38
82 21.64 ft2
WINDOWS
Overhang
#
#
Ornt
Frame
Panes
NFRC,
U-Factor
SHOC Storm
Area
Depth Separation Inte lor Shade Screening
I
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
20 ft2
0 ft 9 in 0 ft 8 in
None Exterior 50%
2
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
8.33 ft2
0 ft 9 in 0 ft 8 in
None Exterior 50%
3
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
5.83 ft2
Oftl.5in 0ft26ln
None Exterior 50%
4
S
Vinyl
Low-E Double
Yes
0.35
0.3 N
15 ft2
Oft9in Oft8in
None Exterior 50%
5
S
Vinyl
Low-E Double
Yes
0.35
0.3 N
25 ft2
0 ft 9 in .0ft2l in
None Exterior 50%
6
S
Vinyl
Low-E Double
Yes
0.35
0.3 N
5.83 fl:2
0 ft 9 in 0 ft 4.5 in
None Exterior 50%
7
E
Vinyl
Low-E Double
Yes
0.35
0.3 N
12.5 ft2
0 ft 13.5 i 0 ft 32.5 i
None Exterior 50%
8
E
Vinyl
Low-E Double
Yes.
0.35
0.3 N
2.92 ft2
-0 ft 13.5 10 A 21.5 i
None Exterior 50%
9
E
Vinyl
Low-E Double
Yes
0.35
0.3 N
11.67 ft2
oft3in 0ft351n
None Exterior 50%
10.
E
Vinyl
Low-E Double
Yes
0.35
0.3. N
10 ft2
Oft3in Ofl:33in
None Exterior 50%
11
E
E
Vinyl
Vinyl
Low-E Double
Lo,
Yes
0.35
0.3 N
1.83 f1:2
Oft3in Ofl:211.5i
None Exterior 50%
INFILTRATION & VENTING
---- Forced Ventilation ----
Terrain/Wind
Method
SLA CFM 50
ELA
EqLA
ACH ACH 50
Supply Exhaust Run Time Shielding
st ss
Brest Guess
0.00050 1078
0
59.2
111.3
0.365 9.84
0
0 0
Suburban Suburban
-
MASS
M Mass
ass Type
Area
Thickness
Furniture Fraction
No Added Mass
0 ft2
Oft
0.3
7/20/2010 9:40 AM
EnergyGauge@ / USRFSI3 v2.8
Page 2 of 4
V ( I q
Building Input Summary Report
LOATION OWE I reg "T UT"O"'
COOLING -SYSTEM
# system
type Subtype
Efficiency Capacity
Air Flow
SHR
Ductless
1 Central Unit
split
SEER: 14 14.5 kBtu/hr
435 cfm
0.75
False
*REQUIRES
INSIX111',kTION ON-SITE9 By OTHERS, HEATING SYSTEM
# System
Type Subtype
Efficiency Capacity
Ductless
1 Electric
Strip Heat None
GOP: 1 12.7 kBtu/hr
False
HOT WATER SYSTEM
# System
Type EF
Cap Use
SetPnt
Credits
I Electric
0.93
40 gal 50 gal
120 deq
None
SOLAR HOT WATER
Collector Type
Collector Surface Absorp. Trans Tank'
Tilt Azimuth Area Loss Coef. Prod. Corr. Volume
Tank Tank Heat PV
U-Value Surf Area Exch Eff Pumped
Pump
Energy
DUCTS.
[:A:::,Location
---- Supply ---- ---- Return ---- Air
R-Value Area Location Area Number Leakag6T,ype Handier CFM 25
Percent
Leakage
QN
RLF
1 Attic
6 164.3599 Interior
41.08999 (invalid) Default Leakage Interior (Default)
(Default)
Rg2UIRES
INSTAL LAT�OW 0K),SITE, By OTHER& TEMPERATURES
Prograrnable
Cool
Heat'ingg rX
Venting X
X1
"hermostat: Y
J n r Apr
X M:r
F b jXXj M r IXXJ
J:n Apr
Xj F:b
Jan X Feb X Mar X Apr
Ceiling Fans: N
Jun Jul ik g
jXx kug
Ix i
X1 nyy jxxj Jun Jul x
Ix
X May X Jun Xi Jul Aug
x xi
JXXJ SSep
ep
X Sep
xxi 8cctt
x Oct
Nov
jxxjNov
X Nov
X1 D
IX D:c
X Dec
Thermostat Schedule:
Schedule Type
HERS 2006 Reference
1 2
Hours
3 4 5 6 7
8 9
10
11
12
Cooling (WD)
Cooling (WEH)
1 .
Heating (WD)
Heating (WEH)
1
AM 78 78
PM 80 80
AM 78 78
PM 78 78
AM 66 66
PM 68 68
AM 66 66
PM 68 08
78 78 78 78 78
78 78 78 78 78
78 78 78 78 78
78 78 78 78 78
66 66 66 68 68
68 68 68 68 68
66 66 66 68 68
68 68 68 68 68
78 80
78 78
78 78
78 78
68 68
68 68
68 68
68 68
80
78
78
78
68
68
68
68
80
78
78
78
68
66
68
66
80
78
78
78
68
66
68
66
07/28/10
Aq%k
NIH INUM
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
7/20/2010 9:4 AM EnergyGauge@ / USRFSB v2.8 Page 3 of 4
Building Input Summary Report
APPLIANCES & LIGHTING
Appliance Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4
5
6
7
8
9
10
11
12
Ceiling Fans (Summer)
AM
0.65
0.65 0.65
0.65
0.65
0.65
0.65
0.33
0.33
0.33
0.33 ,
0.33
% Released:
100
PM
0.33
0.33 0.33
0.33
0.33
1
0.9
0.9
0.9
0.9
0.9
0.65
Annual Use:
0 kWhNr
Peak Value:
0 Watts
Clothes Washer
AM
0.105
0.081 0.047
' 0.047
0.081
0.128
0.256
0.57
0.849
1
0.977
0.872
% Released:
60
PM
0.779
0.698 0.605
0.57
0.581
0.57
0.57
0.57
0,57
0.488
0.43
0.198
Annual Use:
0 kWhlYr
Peak Value:
0 Wafts
Dishwasher
AM
0.139
0.05 0.028
0.024
0.029
0.09
0.169
0.303
0.541
0 ' .594
0.502
0.443
%Released:
60
PM
0.377
0.396, 0.335
0.323
0.344
0.448
0.791
1
0.8
0.597
0.383
0.281
Annual Use:
-0 kWh/Yr
Peak Value:
0 Wafts
Dryer
AM
0.2
0.1 0.05
0.05
0.05
0.075
0.2
0.375
0.5
O.B
0.95
1
%Released:
10
PM
0.875
0.85 0.8
0.625
0.625
0.6
0.575
0.55
0.625
0.7
0.65
0.375
AnnualUse:
0 kWh/Yr
Peak Value:
0 Watts
Lighting
AM
0.16
0.15 0.16
0.18
0.23
0.45
0.4
0.26
0,19.
0.16
0.12
0.11
% Released:'
90
PM
0.16
0.17 0.25
0.27
0.34
0.55
0.55
0.88
1
0.86
0.51
0.28
Annual Use:
1112 kWh/Yr
Peak Value:
363 Watts
Miscellaneous
AM
0.48
0.47 0.47
0.47
0.47
0.47
0.64
0.71
0.67
0.61
0.55
0.53
% Released:
90
PM
0.52
0.5 0.5
0.5
0.59
0.73
0.79
0.99
1
0.96
0.77
0.55
AnnualUse:
1504 kWhNr
Peak Value:
276 Wafts
Pool Pump
AM
0
0 0
0
0
0
0
0
0
1
1
1
% Released:
0
PM
I
1 1
1
0
0
0
0
0
0
0
0
Annual Use:
OkWhNr
Peak Value:
0 Watts
Range
AM
0.057
0.057 0.057
0.057
0.057
0.114
0.171
0.286
0.343
0.343
0.343
0.4
% Released:
100
PM
0.457
0.343 0.286
0.4
0.571
1
0.857
0.429
0.286
0.229
0. 1171
0.114
AnnualUse:
0 kWh/Yr
Peak Value:
0 Watts
Refrigeration
AM
0.85
0.78 0.75
0.73
0.73
0.73
0.75
0.75
0.8
0.8
0.8
0.8
% Released:
100
PM
0.88
0.85 0.85
. 0.83
0.88
0.95
1
0.96
0.95
0.93
0.9
0.85
AnnualUse:
775 kWh/Yr
Peak Value:
106 Watts
Well Pump
AM
0.05
0.05 0.05
0.05
0.05
0.05
0.1
0.1
0.1
0.1
0.1
0.1
% Released:
0
PM
0.1
0.1 0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Annua'[Use:
0 kWh/Yr
Peak Value:
0 Watts
7/20/2010 9:40 AM
APPROVED BY
07/28/10
NIH INC.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
EnergyGauge@ / USRFSl3 v2.8
Page 4 of 4
& I ) L �
I
I . T
Monthly Summary Energy Use Report
Mr. and Grigenardo Title: Mod-506 110Y.City: rL 01 LUUM - %-,%J — I
M ean Drive Elec UFil: FForida A�erage
10701 S � ors� FLAsBuilt
Jensen Beach, FL, 34957- Gas Util: Florida Average
,mrvic2firniiinn Ito Run Date: 07/20/2010 09:39:20
End -Use
Cooling
Cooling Fan
Cooling Vent Fan
Heating
Heating Fan/Pump
Heating Vent 1*1 an
Hot Water
Hot Water Pump
Ceiling Fans
Clothes Washo r
Dishwasher
Dryer
Lighting
Miscellaneous
Pool Pump
Range
Refrigerator
Photovoltaics
Cost
Total kWh
Total The n is
Total Oil Gallons
Total Prop6ne Gallons
I
Total PV Produced
Units Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total
kWh
13
26
62
76
208
223
264
273
191
128
55
26
1544
kWh
2
5
11
13
37
39
47
48
33
22
10
4
271
kWh
0
0
0
0
0
0
0
0
'0
0
0
0
0
kWh
138
25
32
3
0
0
0
0
15
21
13
69
315
kWh
6
1
1
0
0
0
0
0
1
1
1
3
13
kWh
0
0
0
0
0
0
0
0
0
0
0
0
0
kWh
204
183
1 94
174
165
148
146
148
151
169
178
197
2056
kWh
0
0
0
0
0
0
0
0
0
0
0
0
0
kWh
0
0
0
0
0
0
0
0
0
0
0
0
0
kWh
0
0
0
0
0
0
0
0
0
0
0
0
0
kWh
0
0
0
0
0
0
0
0
0
0
0
0
0
kWh
76
68
76
73
76
73
76
76
73
76
73
76
891
kWh
94
85
94
91
94
91
94
94
91
94
91
94
1112
kWh
77
70
77�
75
77
75
77
77
75
77
75
77
908
kWh
0
'0
0
0
0
0
0
0
0
0
0
0
0
kWh
38
34
38
37
38
37
38
38
37
38
37
38
447
kWh
66
59
66
64
66
64
66
66
64'
66
64
66
775
kWh
0
0
0
0
0
0
0
0
0
0
0
0.
0
$
63
48
58
55
68
68
72
73
66
62
54
57
749
8332
0
0
0
0
$749
$0
$0
$0
$0.
I Heating Energy Use
'136
127
11
10:
190
91
82
72 69
63
54
45
36 32
27
1 21
9 15 13
0 0 0 0
Jan Feb Mar Apr May Jun Jul Aug Sep act NDV Dec
7/20/2010 9:411 AM
APPROVED BY
50010.0r2i
NH07/28/10
INC.
Approval of this document does not authorin or
approve any deviation or deviations from the
r culnentents of applicable State Laws.
Cooling Energy Use
264 273
265
243 223
221 208
193 191
176
154
132 128
110
so 76
4i 62 65 78
W2 13 26
2 0 Moog ilia
Jan Feb Mar Apr May Jul' Jul Aug Sep act Nov Dec
EnergyGauge@ / USRFS13 v2.8
Page I of I
Annual Energy Summary
Mr. and Mrs. Grigenardo
10701 S. Ocean Drive
Jensen Beach, FL, 34957-
Registration #:
End -Use
Cooling (14.5 kBtu/hr,)
Cooling Fan
Mechanical Vent Fan
Total Cooling
Heating (12.7 kBtu/hr)
Heating Fan/Pump
Mechanical Vent Fan
Total Heating
Hot Water
Hot Water Pump
Total Hot Water
Ceiling Fans
Clothes Washer
Dishwasher
Dryer
Lighting
Miscellaneous
Pool Pump
Range
Refrigerator
Total (kWh)
Total (Therms)
Total (Oil Gallons)
Total (Propane Gallons)
PV Produced (kWh)*
* Assumes net metering
Total Cost
7/20/2010 9:41 AM
Title: Mod-506 TMY City: FL ST LUCIE—CO-1
FLAsBuilt Elec URI: FForida Average
Gas Util: Florida Average
Run Date: 07/20/2010 09:39:20
Energy
Consumption Annual Cost
1544 kWh' $139
271 kWh $24
0 kWh $0
1815 kWh $163
315 kWh
$28
13 kWh
$1
0 kWh
$0
328 kWh
$29
2056 kWh
$185
0 kWh
$0
2066 kWh
$186
0 kWh
$0
0 kWh
$0
0 kWh
$0
891 kWh
$80
1112 kWh
$100
908 kWh
$82
0 kWh
$0
447 kWh
$40
775 kWh
$70
8332 kWh
$749
0 Therms
$0
0 Gallons
$0
0 Gallons
$0
0 kWh
$0
$749
07/28/10
N I H I N (Ch'm
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
EnergyGauge(D USA - FIaRes2008 / Page 1 of 1
< b A
V
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APPROVED BY
07/28/10
0 "1"
N,FAINC.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Jacobsen Homes
600 Packard Court
Safety Harbor, FL 34695
Model: MOD-506
MFF-68-MOD-506
Production Shearwall Summary
MOD-506
Wall 1: Minimum sheathing required: 7/16" APA OR TECO RATED SHEATHING
328 p.l.f.,�
I Sheathing Fastening: 16 GA. STAPLE - 1.875 IN. LENGTH - 3 IN. O.C. MAX. SPACING
Mn. wall to floor/wall/ceiling fastening required: 0.131"x3 1/2" NAIL@ 3.75"O.C. MAX.
I
Min. wall tofloor/wall/ceiling fastening required: 0.131"x3 1/2" NAIL@ 3.75"O.C. MAX.
Bracket! SIMPSON HDU8-SD.S2.5,-
. .... ......... .
or 1.114" x 0;03,34u:x 18u 't 3 STRAPS MINIMUM EAC ACH SHEAR SEGMENT
�s rap;,,; H END OF E
10� 0. 131 k-2u:NAI LS EACH END, OF EACH STRAP
74n:x 18usitrao; 7'.:" 7S. H END OF E CH SHEAR SEGMENT
Ole i A x Q., 62, TRAPS.MINIMUM EAC A
0 1 �i x-�u NAILS EACHEND OF EACH STRAP
Wall 3: Minimum sheathing required: 3/8" APA OR TECO RATED SHEATHING
335 p.l.f.,
Sheathing Fastening: 16 GA. STAPLE - 1.875 IN. LENGTH - 3 IN. O.C. MAX. SPACING
Min . wall to floor/wall/ceiling fastening required: 0. 131 " x 3 1/2" NAIL @ 3.75" O.C. MAX.
D%52.5
'SON HbU8'.S'
6r.'t�'1/4-ix- 34"��k 18"strd0i 3 STRAPS MINIMUM EACH:ENQ1OF EACH SHEAk.8EGMENT,
iO Oil 311" x 2".NAILS. EACH END OF EACH STRAP
x
'0 2M": i8" s r— 7 8THAP&MINIMUM EACH END Or EACH SHEAR SEGMENT
AID:.
0i 181 i 2" NA L 'EACH END 0 EA
CH STRAP -
Wall 4: Minimum sheathing required: 7/16" APA OR TECO RATED SHEATHING
610 pi.l.f �
Sheathing Fastening: 0.131 NAIL - 2 IN. LENGTH - 2 IN. O.C. MAX. SPACING
DOUBLED STUDS MINIMUM - ALL SEAMS
Min. wall to floor/wall/ceiling fastening required: 0. 131 " x 3 1/2" NAIL @ 2.484" O.C. MAX. OR 2 ROWS @ 4.968
Page I of 2
0
Wall 7:
0 P.I.f.
Wall 8:
0 P.I.f.
Jacobsen Homes Production Shearwall Summary
600 Packard Court
Safety Harbor, FL 34695
Model: MOD-506
MFr-68-MOD-506 MOD-506
WALL NOT USED
WALL NOT USED
WALL NOT USED
07/28/10
sk mcm
IvIHIII
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
Page 2 of 2
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