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HomeMy WebLinkAboutSUBMITTED PAPERS_2MIN. sfm FRwNT SIDES CNR SI REAR _ ZNG, _ TECH. L DESCRIPTION: PN 343 OF THE "OCEAN RESORTS CO-OP" DEVELOPMENT, LYING l 7-RA WIT IN PART OF SECTION 10 AND 11 OF TOWNSHIP 34 SOUTH, r E 40 EAST OF ST. LUCIE COUNTY, FLORIDA. . ` , - ILE ZONE " I NDI AN RIVER LAGOON .0) REFERENCE LINE ONLY (EL. 5 APPROXIMATE NORTHERLY BOUNDARY LINE OF "OCEAN RESORTS CO-OP" I FOUND DRILL HOLE NO ID. existing N 88'54'09" E 30.03' V IN CENTER OF SEAWALL seawall N 8856'23" E 30.84' cap " SPKT "CARTER ASSOC." t IN CENTER OF SEAWALL existing - - existing concrete I wood deck �� 100 SETBACKS: I I a ��' LOT 343 existing frame building o Jo z cn FROM ROAD - 10.0 EET existing:. I 0 0 s I I Mv FROM LEFT - 8.0 FEFT �! concrete.- o o s LOT FROM RIGHT - 0.0 FEET `' cm m W C, 342 0 BETWEEN BULDINGS 8.0 FEET zo I LOT 0. .o (occupied) I I I o �• 344 (vacant)-'- a c scale: 1" 0 I _ '30' M ti+ k &00blbg7 FDPKT °°`b°`'` " I -ti g NO ID. L0'tbhLld rete N 89-17'35" E 180.00'(C) 30.01 29.95' 21'f S89'17'35"W S89'17'35"W 30.01' S8977'35' 29•97' tS89'17'35"W NORTH R.O.W. LINE OF OSPREY COURT wide pavement �$ 0 S.P R E Y COURT � FDPKT NO ID. e.o g� e•o•� FDPKT NO ID. SITE T B M LEGEND SRC SET 1/2" DIA X 18"L. REBAR / CAP STAMPED "CARTER ASSOCIATES" © TELEPHONE RISER SANITARY SEWER CLEAN OUT co ELECTRICAL METER WATER SERVICE conc. CONCRETE EXISTING VERTICAL ELEVATION +1525 sbl SETBACK LIMITS FOR STRUCTURE exist. EXISTING struct. STRUCTURE It. LEFT rt. RIGHT T.B.M. TEMPORARY BENCHMARK FDRC FOUND REBAR AND CAP AS NOTED STAMPED AS NOTED FDPKT FOUND NAIL AND TAB EL.3.65 CCCL1988 SURVEYOR'S NOTES: south r.o.w. line of STAMPED AS NOTED --N- = DRAINAGE FLOW SPKT SET NAIL AND TAB (P) = PLAT DATA STAMPED AS NOTED (0) = OBSERVED DATA E.O.P. EDGE OF PAVEMENT (C) = CALCULATED DATA 0 DIAMETER a/c = AIR CONDITIONER ZONE "X" (INSIDE 500 YR FDRC 5/8" DIP 8910'55" E "TALBOTT" 352.35'(C) \ C) N \ `oCo 2� CP aG - ZO G Z n 'i A50 0 \� o� o ) \moo � Zr N �--A -A C �: \ O CA O site data: proposed concrete for residence: 1,141.36 s.f. proposed concrete for parking area: 288.00 s.f. (data by others) *total concrete: 1,429.36 s.f. 66.8% *total lot area: 2,139.17 sq.ft. 100% OSPREY COURT 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING REGULATIONS OR ADJOINING DEEDS. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS SURVEY, UNLESS OTHERWISE NOTED. 4. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD ZONE "AE" (EL. 5.0 NGVD'29) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 12111CO087G, COMMUNITY NUMBER 120285, PANEL NUMBER 0087, SUFFIX G. EFFECTIVE DATE NOVEMBER 4, 1992, MAP INDEX DATE AUGUST 19, 1991. 5. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR. 6. THE GENERAL DESCRIPTION OF THE SUBJECT LOT SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER BY THE REQUEST OF THE CLIENT. NO RECORD LEGAL DESCRIPTION OF THE SUBJECT LOT WAS FURNISHED TO THIS SURVEYOR OR FIRM. 7. MUNICIPAL WATER AND SEWER IS AVAILABLE. B. THE SURVEY FIELD WORK WAS COMPLETED OCTOBER 09, 2007. LOT LINES WERE ESTABLISHED BY THE USE OF EXISTING SKETCHES AND STRUCTURE SETBACK GUIDELINES FURNISHED BY THE "OCEAN RESORT CO-OP" DEVELOPMENT AS PER OFFICIAL RECORDS BOOK 1787, PAGE 1564 AND 1564-A, ST. LUCIE COUNTY, FLORIDA. 9. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. THE SOUTH LINE OF THE OVERALL "OCEAN RESORT CO-OP" PARK, BETWEEN MONUMENTED CORNERS IS ASSUMED TO BEAR S 89'18'10" W. ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 10. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS (61G17-6, F.A.C.) IS SUBDIVISION. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURE WERE FOUND TO MEET OR EXCEED THIS ACCURACY REQUIREMENT. 11. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP. 12. ORIGINAL BENCHMARK: COASTAL CONTRUCTION CONTROL LINE 1988. ST. LUCIE COUNTY, BOOK 26. PG. 26-A THROUGH 261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NAD 1927 FLORIDA EAST ZONE, ADJUSTED ORTHOMETRIC HIEGHT, MONUMENT: 94-77-A-35 ELEVATION 12.32. (SEPTEMBER 15, 1988) SITE TEMPORARY BENCHMARK: NAIL AND DISK IN PAVEMENT AT THE SOUTHWEST CORNER OF LOT 343 SHOWN HEREON. ELEVATION= 3.65 (C.C.C.L. 1988 DNR "A" MONUMENTS) 13. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE 1988 DATUM. rj;Q' existing wood deck b AftI existing seawall t; existing deck boundary line setback lin 0.01' 22.00' 0.03' 0O IJ _ o ,d . 3 a ...LOT LOT 343 .-. °n. d� a . E:"' ' N m S. n 13 m 342- C ca - 0o a ..5 8.00'sbl ❑ l a j-1 v 0 \ 0.01' 22.00• -' 4 0?Oti d V .II u ro,n arkspc. CERTIFIED TO: BEVERLY CHE' U � v Uri =FLORIDA U 0 BUILDIN.G'�bETAIL SCALE?F1 ",:_1 J a 1�r ir.FH f n -y.a' ,yt ; '•" ���1 o Vi r TES, I - ;SIGNATURE DATE s•t: V) I CARTER ASSOCIATES, INC. U Ica43 CONSULTING ENGINEERS AND LAND SURVEYORS vi 5 1708 21ST STREET 772-582-4191 (TEL) N 0>, 'rn VERO BEACH, FLORIDA 32960-3472 772-562-7180 (FAX) � 0 BOUNDARY & TOPOGRAPHIC SURVEY t� O � U a LO LOT 343 OF "OCEAN RESORTS CO-OP" o a: Z O m ST. LUCIE COUNTY, FLORIDA \o 3 � N 13EVERLY CHESNACK 0 N\ n O ca DATE DWG BY H. SCALE V. SCALE PROD. NO. SHEET 1 OF 1 10/30/07 DLC IAPP'DBY FSC 1'=30' N/A 05639S-B 07-462S DWG# 18439-A Ln y vi MEN, FROM 10� LEG L DESCRIPTION: SIDES ! OF THE "OCEAN RESORTS CO-OP" DEVELOPMENT, LYING 0 1 PART OF SECTION 10 AND 11 OF TOWNSHIP 34 SOUTH, CNR S DES Yr� N 40 EAST OF ST. LUCIE COUNTY, FLORIDA. REAR 5 ZNG. I NDI AN RIVER LAGOON .0 C a Q N 0 0 m 0 0 N N N 0 N 0 I 0 O n r1 I O ---=:Zq- ZON= "AE" REFERENCE LINE ONLY (E_. 5.0) APPROXIMATE NORTHERLY BOUNDARY LINE OF "OCEAN RESORTS CO-OP" V� OCEAN RESORTS CO -Op BWCo Manager FORT PIERCE, FL 34949.0203 ZONE ,.X„ (INSIDE 500 YR. FDRC 5/8" DIA. 89'10'55" E "TALBOTT" i52.35'(C) N FOUND DRILL HOLE NO ID. existing N 88'54'09" E 30.03' IN CENTER OF SEAWALL seawall N o -0 N 88'56'23" E 30.84' cap c o SPKT "CARTER ASSOC." x� IN CENTER OF SEAWALL / 4 O I -I x existing _ _ existing N K D wood deck. concrete 3 a i 00 I R SETBACKS: I I d.' LOT "., s existing frame + 343 tD 0 R TI o•� FROM ROAD - 10.0 EET existing-': �, z building o o < i"_$' I I cn O „ FROM LEFT - 8.0 FE T I concreted: e o � o LOT 3 m O FROM RIGHT - 0.0 FEET No: h 00 N CI342 0n 0 BETWEEN BULDINGS 8.0 FEET z -• Ln � I I cn LOT (occupied) o a P 344 x (vacant).•,... o i0 0 Q. .: 10 c O I f scale: 1" = 30' i ► �+ `` fTl _ FDPKT seibac}�' I I -� see ...•&istirlg :-concrete NO ID. N 89-17'35 E 180.OD'(C) - =. U) 30.03' 29.95' S89'17'35"W S89'17'3V' 30.01' .97' LS89�1917'35"W NORTH R.O.W. LINE OF OSPREY COURT 21't wide S89'17'35" pavement o o COURT FDPKT NO ID. e PoOSPREY �� eap FDPKT NO ID. x,o SITE T B M LEGEND - EL.3.65 SRC SET 1/2" DIA X 18"L. REBAR /CAP CCCL1988 SURVEYOR'S NOTES: south .r.o.w. line of STAMPED "CARTER ASSOCIATES" TELEPHONE RISER SANITARY SEWER CLEAN OUT (0 ELECTRICAL METER WATER SERVICE conc. CONCRETE +525 EXISTING VERTICAL ELEVATION sbl SETBACK LIMITS FOR STRUCTURE exist. EXISTING struct. STRUCTURE It. LEFT rt. RIGHT T.B.M. TEMPORARY BENCHMARK FDRC FOUND REBAR AND CAP AS NOTED STAMPED AS NOTED FDPKT FOUND NAIL AND TAB STAMPED AS NOTED DRAINAGE FLOW SPKT SET NAIL AND TAB (P) = PLAT DATA STAMPED AS NOTED (0) = OBSERVED DATA E.O.P. EDGE OF PAVEMENT (C) = CALCULATED DATA 0 DIAMETER a/c = AIR CONDITIONER 1 2r 288 / cn \ LoO- Co z OD AC O \ _ Z '100 X V1 TA Ln O 0 to LA 0 site data: proposed concrete for residence: 1,141.36 s.f. proposed concrete for parking area: 256.00 s.f. (data by others) *total concrete: 1,397.36 s.f. 65.3% *total lot area: 2,139.17 sq.ft. 100% 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LCENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING REGULATIONS OR ADJOINING DEEDS. THIS SURVEY, DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER. THIS SURVEY, UNLESS OTHERWISE NOTED. 4. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD ZONE "AE" (EL. 5.0 NGVD'29) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 12111CO087G, COMMUNITY NUMBER 120285, PANEL NUMBER 0087, SUFFIX G. EFFECTIVE DATE NOVEMBER 4, 1992, MAP INDEX DATE AUGUST 19, 1991. 5. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR. 6. THE GENERAL DESCRIPTION OF THE SUBJECT LOT SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER BY THE REQUEST OF THE CLIENT. NO RECORD LEGAL DESCRIPTION OF THE SUBJECT LOT WAS F"URNISHED TO THIS SURVEYOR OR FIRM. 7. MUNICIPAL WATER AND SEWER IS AVAILABLE. 8. THE SURVEY FIELD WORK WAS COMPLETED OCTOBER 09, 2007. LOT LINES WERE ES"ABLISHED BY THE USE OF EXISTING SKETCHES AND STRUCTURE SETBACK GUIDELINES FURNISHED BY THE "OCEAN RESORT CO-OP" DEVELOPMENT AS PER OFFICIAL RECORDS BOOK 1787, PAGE 1564 AND 1564-A, ST. LUCIE COUNTY, FLORIDA. 9. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. THE SOUTH LINE OF THE OVERALL "OCEAN RESORT CO-OP" PARK, BETWEEN MONUMENTED CORNERS IS ASSUMED TO BEAR S 89'18'10" W. ALL OTHER BE/,RINGS SHOWN HEREON ARE RELATIVE THERETO. 10. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS (61G17-6, F.A.C.) IS SUBDIVISION. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURE WERE FOUND TO MEET OR EXCEED THIS ACCURACY REQUIR:-MENT. 11. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP. 12. ORIGINAL BENCHMARK: COASTAL CONTRUCTION CONTROL LINE 1988, ST. LUCIE COUNTY, BOOK 26, PG. 26-A THROUGH 261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NAD 1927 FLORIDA EAST ZONE, ADJUSTED ORTHOMETRIC HIEGHT, MONUMENT: 94-77-A-35 ELEVATION 12.32. (SEPTEMBER 15, 1988) SITE TEMPORARY BENCHMARK: NAIL AND DISK IN PAVEMENT AT THE SOUTHWEST CORNER OF LOT 343 SHOWN HEREON. ELEVATION= 3.65 (C.C.C.L. 1988 DNR "A" MONUMENTS) 13. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE 1988 DATUM. U v U! tT s U U t7 5.0 existing wood deck sbl existing seawall existing deck boundary line setback line O 01 r zz.00' 0.03' C7 0 W 0 II to CD c 4 Ln a cn m s I o 1 LOT 0 3 343 00.� ' 1 LmJ n c_ E 3'42 r R o m I o I 00 ��i d 8.00'sbl° ❑ -. d ❑ 0 (j7 � .•i Clcoo 0.01' 22.00' �- . 001' `° and fond I 10.0'sbl _a pro a I rk.spc. ° v BUILDING DETAIL SCALE: 1," Fz20`, . CERTIFIED TO: BEVERLY CHESNACK FRANK S. UCCURESE„iF.::,MF�a,,0 oSIGNA1 FLORIDA R GISTRATION'No. e4165-. CARTER SOCIATES,"INC.' LB`"205'- - ;`,• w CARTER ASSOCIATES, INC. �iI CONSULTING ENGINEERS AND LAND SURVEYORS 0 1708 21ST STREET 772-562-4191 (TEL) >, VERO BEACH, FLORWA 32980-3472 772-562-7180 (FAX) 0 z CU BOUNDARY & TOPOGRAPHIC SURVEY co LOT 343 OF "OCEAN RESORTS CO-OP" Fn z 3 ST. LUCIE COUNTY, FLORIDA 1-1 00 -n BEVERLY CHESNACK 1-1 t0 DATE DWG BY IAPP'DBY H. SCALE V. SCALE PROJ. NO. SHEET 1 OF 1 10/30/07 DLC FSC 1'=30' N/A 05639S-B DWG# 18439-A 07-462S Ln 0 CL vi COLUMN LOADS O = 5970 LBS. = 7125 LBS. 30 = 1184 LBS. ® = 4589 LBS. 0 = 4589 LBS. I tV 2'-8" CONCRETE LEN �48'-114" ° 4• X v. r° — a--.— --' -------�'— 4a .. ° d ° v d M'Aa a I -BEAM I.El . Q d=qZZMq d; 4 ' ° a 4 d .11. ae d v • d a v. e .. I ° •d •� 4 •' °' .. ° a 14 •d '•d d m 4 v d 4 e• I 4 DBL. MARRIAGE WALL ° ° ', . ° :. d Al v d d4'-0" 0.0 d e G e i SPACING a d•• .4 .'d 'v , ° i v ° ° a d' ° d •Q , BEAM 4 °' 4 . 5 e a ° M� 178"MATELINEOPEN G --_— • .v 4 _----_ __�___ a L1--y" — — 38"MAT __ ___ _ _ OP_ ENI e / d 4- I 4.• v d a e 24" I -BEAM 8"X16'r CMU BLOCKS ° a MAX -O" v ; . MAX. SPACING a RY STACKED —STUCCO FINISH—EXT�RIO� 4 4 ° e 4 e ' ° , 4 ° USING'1%4QXP3-1�2TW01)D SONIiw/ OR EQUIV. 0 12" O.C. (STAGGERED) 2X4 P.T. WALL FASTENED WITH 16d NAILS 2X4 P.T. WALL PERIMETER OF HOME STUDS TO BE 16" O.C. SIMPSON LSTA15 STRAP (EACH STUD TO TOP PLATE & RIM JOIST CONNECTION SIMPSON'S H2.5 CUP (EACH STUD TO BOTTOM PLATE CONNECTION) = I '>"• P.T. WALL TO BE COVERED WITH VENTED LA (1) 18" X 24" ACCESS OPENING W/ COVER REQUIRE - 2X4 P.T. BOTTOM PLATE TO SLAB —I USING 1/2"DIAM. X 5-1/2" WEDG ANCHORS W/ (1) 2" X2" WASHER OR EQUIV. ® 3'-0" O.C. (MIN. 3-1/2" EMBEDDED) d d ��[J v a -- ELII _ Y—___ — 1fi{i"MATELINE OPE ING 1 Nip ... .�______ __ t Lj d 4 I ° p 4'd • a v I -BEAM •°Q 24„I 'MAX! d V MAX.' •SPACING ' a .. d v a .•a — -- ° — —� -- r -- — — —fit—_ d+"— — ,. ,— --. - — — — NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. L 12"(D) X 12"(W) MONOLITHIC FOOTER W/ (2)#5 REBARS CONTINUOUS ON CHAIRS. REBAR TO BE MIN. 3" OFF DIRT. 25" MIN. LAP JOINTS. —8" CONCRETE LENGT" PLAN VIEW NOTES: — — — MATELINE ]-BEAM 6 _ BUILDING DIVISION REVIEWED FOR DICE REVIEWED BY DATE P S D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOI ARE SUBJECT TO ANY CORREC REQUIRED BY FIELD INSPECTOI MAY BE NECESSARY IN ORDER N00 COMPLY WITH ALL APPLIGARLE -I I -BEAM CONCEALED FASTENERS OR A► iA( ARE THE RESPONSISILITY OF CONTRACTOR OF RECORD SLAB DESIGNED TO EXTEND 6" EYOND FOOTPRINT OF 4'-0" O.C. 1. FOR A 140 M.P.H. EXPOSURE C. SOIL BEARING CAPACITY=1500 P.S.F. 2. ALL UNDERLYING SOIL TO BE CLEAN, FREE OF VEGETATION, OTHER ORGANIC MATTER UNSTABLE SOILS SUCH AS MUCK, AND OTHER DELETERIOUS MATERIALS. PROPOSED F.F.E = 7.10' 3. CONCRETE TO HAVE A MIN. 28 DAYS 0 3000 P.S.I. MIN.SLUMP 5" FLOOR JOISTS 4. REINFORCING STEEL TO BE ASTM A-615 BILLET DEFORMED GRADE 40. FRAME PROVIDE A MINIMUM CONCRETE COVER OF 3" ADJACENT TO EARTH. MIN. LAP FOR #5 RODS TO BE 25". 2X WOOD SHIMS Z 5. MASONRY TO BE 8XBX16 CONCRETE BLOCK PER ASTM C-90 FOR HOLLOW LOAD 8"X16" CMU BLOCKS BEARING CONCRETE MASONRY UNITS, USE TYPE M OR S MORTAR. DRY STACKED -STUCCO 00 FINISH -EXTERIOR PRO OSED FINISHED SLAB ELEVATION = 3.98' '-FOUR FOOT ANCHOR (48" O.C.) 12"(D) X 12"(W) MONOLITHIC FOOTER W/ (2)#5 REBARS CONTINUOUS ON CHAIRS. REBAR TO BE MIN. 3" OFF DIRT. 25" MIN. LAP JOINTS. ENDVIEW (CROSS-SECTION & TIEDOWN DETAIL) SECTION A -A 4" THICKENED EDGE CONCRETE SLAB WITH MINIMUM 3000 PSI CONCRETE (0 28 DAYS) WITH FIBER MESH BARRIER. CONCRETE OVER MIN. 6 MIL VISA. VAPOR BARRIER INSTALLED OVER COMPACTED SAND FILL OVER TREATED SOIL ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL FASTENERS IN CONTACT WITH P.T. LUMBER These plans and specifications comply with Section 1609 ofthe 2007 FBG-Residentiel 2009 Amendments and ASCE 7-05 Wind Sp d = 140 mph Exposure C (p,ond gusts) I Leonard G. "Geoff' Wood P.E. #47377 4034 The Fenway Mulberry, FL33860 Fax: 866-865-2044 Mobile: 863-287-7073 Z ., ,1D co w cco � acn C J •C ll a) G C 0) 0 > C ' t3) .9 2 w t7 o coo a) U) N Q m C .L Q Q C .5 C W C Q ..— U.— ■ Drawing Number. S1 SITE PREPARATION lenyb Engineering Services 805 Reflections Loop East Winter Haven, FL 33884 Phone: 813-478.1579 © COPYRIGHT 2009 I J '-8" HOME LEN MIN. 18" X 24" CRAWL P.T. 2X4 PERIMETER KNEEWALL COVERED WITH VENTED LAP. SPACE ACCESS W/ COVER. (LOCATION MAY VARY) 0 0 0 0 0 0 0 0 L_j Li W Li Li I N O W O _ I�-1I ----- 12_8_MATELI— NE OPENING ------- ------rT----- — ---- ------ — O LL11 N N A ONE —HOUR FIRE RATING CAN BE ACHIEVED WHEN CONSTRUCTED OF 16 P.T. KNEEWALL THIS SIDEWALL ONLY (BOND 2 X 4 P.T. STUDS, 16" O.C. FACED ON EQUIRES GOLD BRAND GYPSUM GOLD IDE WITH SSHEATH TLD O SHEATHING (FlRESHIELD— TYPE X) SH8' RESH ETHE GYPSUM EATHING OR EQUIVALENT. GYPSUM MUST HAVE AND ON THE INSIDE WITH 5/8" GIXD A ONE —HOUR FIRE RATING AND MUST BOND FIRESHIELD GYPSUM BOARD. HAVE WATER REPELLANT/RESISTANT THE GYPSUM TO BE INSTALLED PER — SURFACES AND CORE. MANUFACTURER'S INSTRUCTIONS. �77 MINUTE MAN ANCHORS, INC LOCATIONS 17 - LONGITUDINAL AND LATERAL BRACING SYSTEM NOTES: W 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2, CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. 8'-On O.C. OUTRIGGER BRACING (ALONG PERIMETER SIDEWALLS & MATELINE) 4. STABILIZER SYSTEM PER MINUTE MAN ANCHORS, INC., (REQUIRES FOUR SYSTEMS) AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GALVANIZED GROUND ANCHOR MAY BE USED, 5. THE HOME SETUP HAS BEEN DESIGNED FOR A FLOOD HAZARD AREA (AE-5 FLOOD ZONE) 1, - 2 24 max. 0 MONCIRCULAR CIRCULAR (F't311.5.6.3 Type IJ Perimeter:4" 6,1' T,"-2 as x C ;� m E a S< 1e •` 'r mn• ,A- E RECESSED (R311.5.6.3 Type III. Perimeler, >614" *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. 2X2BAL MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2- WOOD SCREWS FOR RIM JOIST TO POST CONNECTION. 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USE SIMPSON'S LUS26 JOIST HANGERS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. MAX. CONCEALED FASTENERS OR ATTACRIMEN {_ I•BEAM LOCATION ARE THE RESPONSIBILITY OF THIE CONTRACTOR OF RECORD i1Ta� � `riE'1 I -BEAM LOCATION ----- 18'-5° MATELINE OPENING---------- --_ MATE LINE Lj I -BEAM LOCATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRE THIS SIDEWALL P.T. KNEEWALL D BY FIELD INSPECTORS THAT TO HAVE NON —VENTED LAP MAY BE NECESSARY IN MER TO NSTAOVER THE cold COMPLY WITH ALL APPL4ICAIILI; C®®ES. BONDOND FIR FlRESHIELD GYPSUM. RIM I -BEAM LOCATION L E 0 0 o a -"\' F I P TIE -DOWNS MAX, MAX SLAB DESIGNED TO EXTEND 6" EYOND FOOTPRINT OF 4:-0" 7YP:-----,f ^2 X 6 RAIL CAP (1) 2 X 10 P.T. ATTACHED TO POSTS) USING (4) SIMPSON'S SOS 1/4"X 3-1/2" WOOD SCREWS OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. (2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY) DBL. 2X10 TO POSTS USING SIMPSON'S LUS 210-2 OPENINGS SHALL NOT ALLOW -THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. !`LQIES THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH, THE MINIMUM TREAD DEPTH, EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES. TREAD AND RISERS OF STAIRS SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTION OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH, OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. HEPSSEFI6SDAOESHEETAAGOA IAMR PR.ATTACH BALUSTERS TO TOP & W/ (2)#8 WOOD SCREWS OR EQUIV. BOTTOEQUIV. 4 X 4 P.T. POSTS FASTEN TO CONCRETE FOOTING USING SIMPSON'S ABU44 ABU 44-FL. PRODUCT APPROVAL # FL 10849.6 8"(D) X 12"(W) X (WIDTH OF STAIR + 8" ) FOOTER W/ (2) #5 REBARS CONTINUOUS MIN. 3000 PSI CONCRETE (3) 2 X 12 P.T. STAIR STRINGERS LUS210-2-FL PRODUCT APPROVAL # FL 10655107 `-- 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 NOTE. USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LSU26-FL, PRODUCT APPROVAL#FL 10447.14 ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL These plans and specifications comply with Section 1609 of the 2007 FBGResidential 2009 Amendments and ASCE 7-06 Wind S eed = 140 mph Exposure C second gusts) VQPLe P.E.#47377 4034 The Fenway Mulberry, FL33860 Fax: 866-865.2044 Mobile: 863-287-7073 L N wco m 0 C J J •C LL O1 d 2 LLI c_ co Cco N 07 Drawing Number. S2 SETUP CONSTRUCTION Senyb Engineering Services 805 Reflections Loop East Winter Haven, FL 33884 Phone: 813-478.1579 © COPYRIGHT 2009 J Ir Y SECTION 553.800)(d), 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. 8XMCA,FR/ PLUM0I , G CO4@R\l,I:tiIIRI3/NS: GONSM R` STIES: ,lTMNTION LOCAL DVRR+DING 00Pa: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT AND PROFESSIONAL DBPR. NOT ATTESTED TO Y THE STATE OF FLORIDA COMPLETED BY A CERTIFIED ELECTRICAL OR PLUMBING CONTRACTOR RESPECTIVELY FLORIDA DEPARTMENT OF BUSINESS A R FE5510NAL I ) BEEN INSPECTED, AND ARE OR COVERED B AND ARRRE SUBJECT jT(O INSPECTION AND/OR APPROVAL BjY( THE LOCAL AUTHORITY. 2. 1T 15 IMF RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPARTMENT OF COMMUNITY AFFAIRS INSIGNIA ILAISEL). THIS LIST DOES NOT SITIi• R , ,TI®� A ®� ,!'ltA l,IMpVL• COMP LIANCE RE ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, S NECESSARILY LIMIT THE ITEMS. WORK, AND/OR MATERIAL THAT MAY BE REDID OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT REQUIRED ARE PERFORMEO 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 I FLORIDA EXCLUSIVELY B T CERTIFIEDCONTRACTOR.THE LO L NO ARE THE EXCLUSIVE RESPONSIBILITY OF THE LICENSED/ N ACCORDANCE W[ REQUIREMENTS OF THE F R A DEPARTMENT OF SHALL BeBE BORNE SOLELY AND EXCLU Y HE LE ANY CA LEVEL A E WITH THE R COMMUNITY T CLING T JACOBSEN HOMES, V DO NOT CONTAIN FOUNDATIONS. FAILURE TO M TO CODES & JACOBSEN SPECMAY EFFECT CONFORM 'S HE WARRANTY. CERTIFIED CONTRACTOR INSTALLING HE STRUCTURE AND NOT AFFAIRS, THESE APPROVED PLANS E P N R IS APPROVED PACKAGE. 7. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED 50 AS 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE &SOLELY ACCOUNTABLE FOR SETUP/INSTALLATION INFORMATIONINCLUDED WITHIN THIS TO DRAIN SURFACE WATER R ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND ;i (BY OTHERS). ALL GRA55, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL. SUBS. �y �: (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER DELETERIOUS MATERIALISI, 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. Ni FOREIGN J S T ... SHALL B R MOV D P PMANUFACTURED B 1LDING SHALL BeINSTALLED BELOW TH ALL LOOSE DEBRIS, ALLOB OBJECTS, ETC.. E E E FROM THE 5. NO PORTION OF THEU E 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: ALL S 1 L E A LEAST 1 [TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING 1 L ] G DI G/FILL AND LOT PREP.[INCLU 1 DRAINAGE). THE MINIMUM PITCH FOR SURFACE GRADING SHALL B T A TONE NCH LOADS INDUCED WITHOUT H AL SITE RA N [INCLUDING R FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE DELOW ANY 6. TH15 BUILDING 35 NOT DESIGNED NOR INTENDED TO Be INSTALLED LLOCATED) IN 2. THE COMPLETE FOUNDATION, TIE -DOWN, AND ANCHORING SYSTEMS. PORTION OF THE STRUCTURE. ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES, "HIGH VELOCITY HURRICANE ZONES" - DADE AND BROWARD COUNTIES. 3. TERMITE TREATMENT AND REQUIRED VAPOR BARRIER BELOW STRUCTURE. N AND GENERAL ACCESS INC ACCESSIBILITY REO'MENTS. 2. CRAWL DER BUILDINGS WITHOUT BASEMENTS SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 4, RAMPS STAIRS I CODING ALL AC I SPACES UN APPROVED MECHANICAL MEANS AND/OR BY OPENINGS 1N THE FOUNDATION WALL5. BUILDING 15 INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DG5IGNED 5, BUILDING DRAINS, LLCAN-OUTS, AND HOOKUP TO THE PLUMBING STSTCM(51. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND IT'S THIRD PARTY APPROVAL 6, ANY PORTABLE FIRE EXTINGUISHERIS) AND/OR FIRE SUPPRESSION SYSTEM[SI REQ'D. COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING 7. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDINO. EXCEED 1/4" ]N ANY DIMENSION. COMBINED OPENINGS 1N THE FOUNDATION WALLS PLANS, SHALL NOT BE HELD LIABLE, IPA BUILDING IS INSTALLED INTO A 8. ALL ELECTRICAL CROSSOVER LOCATIONS (MULTI -SECTION( STRUCTURES. I I INTERCONNECTIONS ULEWSECTIONS. SHALL RE DP NOT LESS THAN 1 SQ. PT. FOR EACH 150 50. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. STRUCTURAL & AESTHETIC BETWEEN MOD HAVE A NET FREE AREA SHALL BEAR 90 AB EXTERIOR SIDING ND/OR ROOFING AT MODULE LINES OR OTHER AREAS, FEET OF CRAWL SPACE AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED THE BUILDING HA LE L1 ILIT7/RESPONS]BLITY. 10. E% ER] R ]DIN A E MATING I I 'm�THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER 15 REOG BELOW THE BUILDING. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIPICATIONS MAY NOT NECESSARILY 11. EXTERIOR WALL FIN15H (ENDWALLS) AND SOFFIT MATERIALS IENDWALL AREAS).. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12. WINDOW GUARDS, WINDOW PROTECTION, STORM SHUTTERS (ON -SITE, BY OTHERS). LOO SPA SUCH AS A A SPA T ARE! RE 'D FOR THE COMPLETION OF THE ANY ITEM INCLUDED 13. BOTTOM OF FLOOR INSULATION BOTTOM BOARD MATERIAL' WILL BE NOTED ON PLAN. 3. THE FINISHED GROUND LEVEL OF AN UNDER F R SPACE H CRAWL SPACE NOT SHOWN BUT R Q / I 1 T F T THEY SHALL BE CONSIDERED TD BE INCLUDED AS PART 14. CROSSOVER DUCT AND CONNECTIONS HVAC, SHALL NOT BE LOCATED BELOW THE BOTTOM O HE FOOTINGS. WHERE THERE 19 ]N THESE DOCUMENTS, H D I I ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AIR CONDITIONING AND HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCULATIONS GROUNDG PERIMETER, OR THAT THE SURFACE WATER B. PARTIAL SETS OFCONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SP C'S FOR MINIMUM EFFICIENCY REQUIREMENTS. INSTALLED ON -SITE BY OTHERS. LEVEL AT THE OUTSIDE BUILDING e U Ce e E I N, N , E E I E C I DQ ES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL 16. HVAC DISCONNECT, WIRING, BREAKERS, SERVICE RECEPTACLE, ETC.... UNDER -FLOOR SPACE SHALL, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS, 17, ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION (RIDGE/DORMERS, ETC.I. GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 15 PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER 511=75, 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGEi EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO 9. FASTENERS [NAILS, SCREWS, LAGS, ETC), PLATES AND/OR STRAPS USED, THAT COME 1N 20. REGO GRAB BARS AND ANY REQ'D WATER FOUNTAINS/WATER COOLERS. FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE. CONTACT WITH ACO TREATED LUMBER, SHALL BE STAINLESS STEEL [GRADE 304 OR 516) 21, Re0'D EMERGENCY & EXIT LIGHTING AND ANY REQ'0 AUTOMATIC LIGHTING CONTROLS. INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS OR HOT -DIPPED GALVANIZED IPER ASTM A653, A123, A1551 WITH A G90 OR A G185 THESE ITEMS MAY BE INSTALLED AT THE FACTORY [PRODUCTION FACILITY] AT THE DISCRETION & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. COATING. THERE MAY Be OTHER "PROPRIETARY COATINGS" THAT MAY ALSO OF THE PLANT MANAGEMENT DF POSSIBLE DUE TO DESIGN FEATURES). WHEN ITEMS ARE 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO BE ACCEPTABLE. FOR USE II.E- Z-MAX COATINGS FROM 'SIMPSON STRONG -TIE", ETC.-), INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRCO. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. ip1 UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS ��'y^:`$��®i'0: ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, ING CAUTION: A MINIMUM 1 1/2:: BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS BEARING. INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS EXTREMELY IMPORTANT 6. THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPCRLY/ADEQUATELY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS RFOUIR50 TO BE RESPONSIBLE POR ALL SAFETY A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE 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 1N FXTEN51VE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE BE OF TREATED LUMBER OR OTHER APPROVED MATERIALISI. IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96N DENSITY -PER A57M D-1557. FOOTERS 12" BELOW V1RG1N SOIL AND BELOW FROST-LINE.�. 8. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL Be 12 1. MEIN ROOF HEIGHT,(MRHI: 15 FEET MAXIMUM DESIGN WAND PRESSLILM FOR COMPONEMS AND CLADDING (PSFI: INCHES ()05mm) & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE. 9. MATERIALS USED IN THE FOUNDATION SYSTEM OP.,�YMI9 STRUCTURE SHALL COMPLY 2. FLOOR LIVE LOAM 40 PSF FIN v WALL COMPOMNI AND CLADDING LOAD. . W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS [INCLUDING STATE AND/OR LOCAL] '� ' '� 3. ROOF LIVE LOAD: 20 PSF SINGLE WINDOWS AREA < 20 SG-P7. PRO)L •)LION: e 1 ` 4. DISK WIND 140 MPH (3 SEC. GUSTS) ZONES. 42.713 PEP -46.222 PSF S. WIND LNPOR1ANa' FACTOR: lw = 1,0 ZONES. m 42.713 PSF -57.112 PSF 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED, A 6 INCH MIN 4.. Bu�ltling Category: II CLEARANCE SHALL Be PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE ;- - 0. WIND EITPOSURfi CAILGORY: C PW v WALL COMPOMM AND CLADDING IDAD- FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). §% ' 7. IMERNAL PRESSURE COEFFIaEM: GCpI - 0.18 (EODIOBfi CI MULTIPLE WINDOWS OR DOOR 20 SG.FT. 5 AREA 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL. DIX B. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF} ZONE 4 v 40.777 PSF-44.407 PSF 3. A Y-O" [12 INCHE51 MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN THE STRUCTURES ? Q LOADS m ROOF ZONE 5 v 40.777 PSF -55.24 PSF CBi EXTERIOR WALLS AND ALL CONDENSATE DRAINS, LOOP/GUTTER DOWN SPOUTS, SPRINKLER � g;. SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS & WATER HEATER T&P DRAIN ION -SITE) WALL COMPONENT AND CLAWING LOAF. ®®® V ZONE 1 v 17.303 PSF-35.453 PSF m 4. TREAT M BIT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURE UNCLUDING y " 0 ',4 $ ZONES 2 & ] m 17.303 PSF-57.112 PSF PINPORCHES AND OTHER LIKE AREAS), AS WELL AS, ALL EXTERIOR AREAS THAT ARE LOCATED TI LARGE WINDOW OR DOOR 20 SG.FT. $ AREA WITHIN A MINIMUM OF 1-O"(12 INCHES) PROM ANY/ALL EXTERIOR WALLS OF THE FOUNDATION G ROOF OVERHANG LOADS SYSTEM AND/OR ANY PORTION OF THD BUILDING/SYRUCTURE OR AS ALLOWGD BY THB FBC/F C a', D - ZONE 4 e 40.777 PSF-44.407 PSF $ ZONE 2 v-79.497 PSF $, TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN 6 MIL POLY VAPOR w ZONE 5 m 40.777 PSF -53.24 PSF BARRIER. TREATMCNT SHALL BE DONE AFTER. ALL EXCAVATION, BACK FILLING, & COMPACTION O S ZONE ] v-90.387 PSF ANY SOIL THAT 13 DISTURBED AFTER THE TREATMENT IS IN57ALLED SHALL BE RETREATED 6. NO WOOD, VEGETATION, DEAD ROOTS, CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR F Nth PW m WALL COMFOMMAND CLADDING LOAD: PW m WALL COMPOMMAND CLAWING LOAD: N ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY S WALL/SIDING EX LARGE WINDOW OR DOOR SG SQPi. 5 AREA BUILDING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE ZONE 4m 36.5 PSF -39.93 PSF ZONE 4e 58.236 PSF-41.866 PSF BUILT OR INSTALLED REFER TO NOTES 1, 2 & 3 - SITE PREP/FOUNDATION SECTION R:7. UNLESS OTHERWISE NOTED, A To TERMITE SHIELD & P.T. LEDGER SHALL Be INSTALLED ZONE S m 35.3 PSF -44.407 PSF ZONE S m 38.236 PSF-48.158 PSF ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REOG, EXTI RIOR GLAZING PROW"ON: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING, GLAZING PROTECTION NOT REDO W/ IMPACT RESISTANT WINDOWS °k( "¢ BONE4 ■ ■ ■ III ■ ■ ■ ■cA STATE OF FLORIDA [:�2�007 RCI. °S 2007 FRC 1009 ! OL11G1 DINL ^- iOCMCA4 2008 NEC /'� ° - � 0 PWnGDb, aaDL1f01 ARA 20 iNROY, FLA. RES. p THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY p HURRICANE ZONES IHVHZ). (I.E., DADE COUNTY OR BROWARD COUNTY). u 2 THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR O COMPLIANCE WITH CH 632, FIRE SAFETY CODE. i j JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM V THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUO). `a WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYISI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO, LISTING AGINCY APPROVAL WRH THFLORIDA M?WACNRW OFSCRP "N PAGO(S�) BUILDING ACI OF T979 AND ADHERES COVER SHEET & NOTES 1 707HE FOWOWNG OtRERUI` FLOOR PLAN LAYOUT 2 COMPLIES W/ 2007 ROMA RES. CODE, ELECTRICAL CALC'S & NOTES 3 � INCLUDING ALL 2009&GLEAM SUPPL ELECTRICAL LAYOUT 4 EXTERIOR ELEVATIONS 5 _ CON57RUc7IONrm V B EXTERIOR ELEVATIONS 6 oCNPANLY R 3 PLUMBING NOTES & DETAILS 7 ?' .I T OFSrORm.IAL TYPICAL CROSS-SECTION 8 re OF STONES: 1 HVAC SYSTEM LAYOUT 9 140 MPH SHEARWALL & MISC. DETAILS 10 WRdD VEIroQIY 3 SEC. GUSTS SHEARWALL CALCULATIONS 11 FIRE RATING OF EXTERIOR GLAZING PROTECTION 12 EXTHLIOR WALLS O ALLOWABLE FLOOR LOAD 40 PSF THESE PLANS AND ALL PROPOSED NOR, ALLOWABLE ARE SUBJECT J E TO A 20 PSF ANY CORRECTIONS ROOF LOAD REQUIRED BY FIELD INSPECTORS THAT SEISMIC LOAD 0 MAY BE NECESSARY IN OR DER TO JACOBSEN COMPLY WITH ALL APPLICABLE CODES.. MANUFACTURER HOMES ATTACHMOM: HIGHVELoaTY 1. JACOBSEN CERTIFICATION LETTER - DCA HURRICANE ZONE "O 2. RAISED SEAL LETTER - DCA 3, FLORIDA PRODUCT APPROVAL 4. FLORIDA ENERGY CALC'S 5. NA PUN NO.: R.RE f ktSEkVEO FOR LISTING AGENCYAPFROV,AL SfA�1 !S. E�.„„,,� :. , MFT'GH'MOD-464 CEYiFWOF EH@ PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS D�F ,PL�K,AGC INDICATES COMPLIANCE WITH THE CODES REFERENCE° yE�iE1N. THESE FLANS COMPLY VM RULE 9S.72 FOR PROD=APPROVAL OR1M111 STATE OF FLORIDA S7ATLRE 653.842 DATE 11/10/09 CERT. NO SMP-47 RAISED SEAL (OR ELECIRONCALLY SEALED) SET OF BUILDING PLANS ARSON FILE PLAN NUMBER MFT-68-MOD-464 IN THE THIRD PARTY LLSRPLG AG%Xrs OFFICE As -DIRECTED BYFwRm UVL. APPRO DBY WILLIAM TE R THE I&A"ACIURE" DATA SHEET AND THE SPATE (DC;M MOGNUL, SHALL BE L'ERMANENny MOUNTED TO OR q ABOUT THE ELECTRICAL PAM (COV9L). Nut. INC. �SlbllatLlie SECTION SSSBODIItlI. FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) 365 NORTH OARIAMAVE. BUILDINGS BeARING THE DCA INSIGNIA PROM PURTNER PLAN REVIEW BY LOCAL CDDe ENFORCIND AGENCIES. THE INSIGNIA ISSUEO BY THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS (DCAI NAPPANEE, IN 465511L0490 ATT-TS THAI THE PANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN IN5FCCTCD BY A IIA C APPROVED THIRD RTi AGENCY AND FOUND COMPLIANT WITH THE FLORIDA BUILDING CODE. (5%4) 7%3-%975 COMPLIES W/ 2007 FLORIOA RES, C 0M. x ,'i c GLITCH 5 `THIS BUR.DING IS NOT A HUD BUIWING. 7T95 STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR - FCM4=� AM Ls.. NNOOTT Dmir.NED To BE MOVED oL soow=OR mWAUED. ..:. �`� .�w,..�4i�.•.u1cm�.m.�aLA�F� ..�rwe i.e nian w.�a.._ '. • =s;�e. e5 u 3d S ; LMNG AREA -AD N� AL A PROPRIETA MATERIALS. THE Cot ON I CO IDENTIA O 1L D INFORMATION. ANY/ E OR I:RI S A OR ANY OF THE-COINTj BE UNLAWFUL', TH TH 41P]]],,,���yyy p� p��ry� y� PURPOSES ONL AND SHALL NOT '8E:C0 D Ap� O��R�'If��L�FF,,�����BFI1�� 6 TK�O((--LLOEF�,T�HERS FOR AN PURPOSE WITHOUT EX''. ROa WL(QWr_+IPJ SlPAJ ORAWING PAC AGE.ANO ALL THE`C�jp IVE PRO ,REVlZW5 bsEN HOME5. ALL R GHTS RESERVED.. FOR CO IANCE �\\ DATE COPYRIGHT © 2009, TLANSA r4 ERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ■■■■ N ME RL _ Jr MO. me e ,0NAL�� �;ii III y t V C�» DR-A.I N.IN - f DRAVMh C.YOUNG m �' & :a T.1 Oaf L: WLTEa - 10/28/2009 " •• 7. 0 ZT �U-HTIS� gFY�ERVED. 17 51'-8• 5 71T 12'-1 3/9' 41/4' 7'_2• 4111V r-11' 57 S_7 51/8' 16'-7 5/8' S 7/ 12'-7 1/4' 28'-10 5/8' 34'-0 5/8' 48'-31/8' 51'-8' 1D'-6 3/4 - F 15-6 3/4 26 1 112 2S-11 1/4' 2V-0 3/4' 34'-11 1/8' - 13D DOOR CHIME 45'-4 1/g' 1 1/4395/8• NOPUT: YTCH BTIL DISTAL ED UNDER TOP26 �PUTE Cam WATER D�23' X 60' 301 X601 4- - - - 3B 1 Y X 601 4� 3-JAMBS/1-JACK BL SIDEI 1 Y X 6DD1E4'- - - - - - - - RECT WOS ABOVE BOLD WALLS 108' IOlil - - - - - - I--� ie�_ ^ °R Dalr a NP COLD WA1ER DRCP J „� i WH 1 �� I� \W�µ� 1 60' x 34 SHOWER Flu a SPECIAL SHOAEI: _ �6y � I � ' } L �� GFQ J M1 rLnl 121/r X � � wp 661/Y _ G DI�. TEMP. / OVAL / / \ / I DWR I;) �� / 4-301. 601/4 a„ 5 X �• N n m - MN � - s7 ��� $I d b _ ,X 494 97' roExr.0 �I FAX PREP.Lao, G I i OR fZ A°gcaourst• uxE>+�\A O I jeosrgT J LIVING ROOM p DNR W/� I pm ® 12 67 �7 y '� n e a 61 Ilt X 83 3 4' 31 1/4• TV PRFP Iz LA1T Gi cAp / ROOF Dw. \ / LOWIN \ 1B! I Mf FLAT RAF1lJli OH CAB 7w SE0111 M s 1 O NP I • �.L-- c"1�' O 36' 1= 16' - / 3�1,1. 3 yQg n I, TV PREP. _ ut� -- m I ^ o O---------- 4 \ \ v�I1 I 2 WA(L20)YFX I-�\\ 14UtY Ol � PHONE PREP. \ MICRO ABOVE IB X 20 "' I 14 �\ - 1�` COMBINED / S /�\s9 N RA (7d 24� / ` � \ I ♦ HL 7D M Fr. 19b I FAN PREP. I I I 1 1 I ; • • 2+'-24'-7-sz• g Cut TIM DINING 10 �c, \ +r 1 I \ 01 1, R i B �MROOM ° #111b� n I I N'RooF Desr. 30 I i 04 I I FAN PREP. COL NIL o, 10 g -`� \ ( Gw ( CDL IRK $ _ I I IRE iOTxlW FLAT iA 8EMM�� It jI k� a r3 I FX1. UGHi 'A' Mo PHONE PREP. J I IL BULD WALLS 106' HXX1 BE.00OM�%9 .Z S 1 _ FC D/W 1 DrR IO` -- I r-- --'- -- - ------ RA$ DOa 3 PHONE PREP. I I41 I �i L EXTERIOR SHEATHING NOTE HITCH USE 5/8" FIRE -SHIELD GYPSUM 12'-11• - WALLBOARD ON THIS SIDEWALL. (BOTH SIDES OF THIS SIDEWALL) 17-5 1/8' 5 WILD B01H WALLS 106' HIGH 17-r END 11 7/B' RIDGE BEAM - 13'-8' (11 7/B' LVL RIDGE BEAM) MAY HE AMU NMRAXE BEAM SECIKN OM(17-51/2� WHEN THE BEAR�MG IS WAwrAIN D DIXS MOM- 6'-11/4- � - 6'-,-1/4' 2 snRrs E 17-11 3/8' LIGHT AND VENT CALCULATIONS _ :3. ROOM LIGHT LI T GH VBNT VENT " M! AREA RB 'D q PRDV'D REgD _ PROV'D .. PA65 NAME .. f; ISO. PTJ laq, PTJ ISO, PT.I ISO. PT.I .ISO, PT7 LIVING/DINING ROOM 227 18.16 49.75 9.OB 25.15 PA55 BEDROOM 11 171 13es 20.04 6.89 10.3 PA55 BEDROOM P2 too 8 12.2 4 6.14 PA55 3611XM 1/Ir----- 16'-9 7/8' I 294 3/1I 19'-4 1/Y 3/47 S-6 5/6' 1 Y-2' I I 9'-11 5/8' 4 51'-8' 2r-r START 14 RIn BEAM 14-r (2x6 BDTR{I RDOF RAI ) 541I (311/Y) If 1r-51/2' �1 2D'-1• --I 1, LEGEND - FLOOR PLAN SYMBOLS :14 ORE) 12' OR 14- ReTURN AIR DROP ITYP.1 11 12" DUCT RISER LOCATION MYP.1 12 1 AIR HANDLER LOCATION ITYPI SHEARWALL 10 SHEARWALL DESIGNATOR [SEE TABLEI �1 CGLUMN LOCATIDN [BEE TABLE) ® 11 1- RIDGE BEAM i 14° RIDGE BEAM Q 15 7/8n RIDGE BEAM pRpy; JD I/L A 4U 1/4 - - - - - - - - it J ON CAB ON CAB 34'-7 3/4' 4S-1 3/4' S1'-21/8' JA �H FRpIrIE MOD-464 W-8• SIGNATURE 1S-0 3/4 r-8 I/Ir S 45 41e 51'-8' END 14' RRXE BEAM 24'-0' (14' LVL RIDGE BEAM) 19 5/8-) 1 �161,2T---- - -�- 18 X 2D (p 3/8•) a-1 1/s' 2r-11 3/4�-y -{ I 12'-9 3/87 3U-D 51e } . .COLUMN SUPPORTS M AxIMU MW N aHT e• T AN D•.CfGN f.00 VINO 9PEGD MPH O SEC.GUSTIN [[G IV RNA: S FEET L. DL61G G Po6 C CAY D COL: TYPE �tA STUD 0 K DR T P IhEETI LO NCO UYti1F- u0A0 IPOUNMI ���°°° �^ UM C.L.00K YPE s+T'+ 'O6TUDL B OR TRU58 'PAN IFEBT) GOMBINetl777 OAO IPOUND41 UN1 NUn4 TYFE 13 1 2x6 NBB 16.51 13 1 2x6 N 12.48 1 Se69.]95 5 a50B.99 13 1 2x6 N 16.51 13 1 1x6 N 12.49 10 1 219 N 10,71 0 O 0 N O 2 ! 7125.111 0 10 2 2.4 N ]O.]6 0 O 0 N O 1 1 2.4 N 4.364 0 O O N O IIB3.833 0 1 1 2.4 N 4.554 0 O O N O 2 2 214 N 12.49 4sBsa9 0 O 0 N 0 4 S 0 2 1 2 2.4 N 12.4E D O O N O D-1 1/O (� SHEARWALL' N A 47.15 es= a o B t0 P$ DESIGN SPEC'S.'., a P ' UNL[BB OiNERW15[ BPDCIniCD'. }i O C 31.46 SP Al END --1 D 10 PS 'WALL OGO-1 CJ. OVERTURNING OVERTURNING FORC EOLBS 20 BC 9]LB6 DESIGN SHEAR VALUE DESIGN HEAR VALUE: OVERTURNING CEa OVERTURNING FORCED LB5 LBS DESIGN 6HEAR VALUE: DESIGN &HEAR VALUE: 288.94 PLF O PLF OVERTURNING PDRC. OVERTURNING P 0 R C E: 2500.46 LBS O DESIGN SHEAR VALUEDESIGN SHEAR VALUE: 4OVERTURNING 187.261 PLP O j FGROB OVERTURNING168S.34. LBS O f0[NT4L AND PROMI[TARY WITERIAL6. T AwING PAC c CONTAIN ec-IIENTIAL AND/OR PRIVILEDED 1MWM.- ANY UNAUTHO912ED USE, COPYING, OIBCLOBUIE, OR OIBTRID v DR R ANY OR TN[ caMT 1c CONTAINED 1H 21q la BTRIttLY PRDHIert[D BY RE U.LAWFUL. T BE MATERIALS ARE PROVCDEO TO THE RECIPIENT FOR SPECT- PURPOSES ONLY AND SHLLL NOT Be SCANNED, C 11c...1 OTHERWISE R[PROOUCED AND/W DISTRIBUTED TO DT.- FOR ANY P-E WIT-1 EXPRESS WRITTEN AUTHORi2AT10N MOM JACODSEN HOMES A T.IBEORAWING PAC- AND ALL ITS CONTENTS ARE TIE EYCLUDIVE PROPERTY D JACOB9EN�HOM[s. nLL RIONTO Re.c.V[D. COPYRIGHT 200R MCP-1995-464' ©10-28-09 " WINDOW SCHEDULE - IKINRO 911..THERMAL PANE - LOW E WINDOtV51'j 2E WEAREA 11F.Jisx L to. PTI LIGHT PROVIDED I50. PTI ' "' PROVIDED ISO. 717 12 • 66 5.761 4S8B O 14 • 38 3.852 a.274 D 14 x 40 4.053 2AB Is. 1. x BO 5962 3.92 2.04, 14 x 66 6.696 4.34 2.08 24 x 12 2.084 1.772 0 24 x 40 .446 4.BS 2.46 24 x 54 D209 B.82 3.46 24 x GO 10.25 7.69 3e 5D x 18 3.91S J.351 yn 50 x 27 30 x 40 5.T/2 8.525 5.9 6.28 1b 1 Jl 30 x 60 12.7.1 9.95 C baG , aD x 66 14.085 11.03 -"O 89 x 34 8.20fi 6.975 $6 x B 4.689 3ee6 4 36 • O 10.202 7.71 3. J6 x 60 15.271 12.2 6 JB B 3.852 12 13 xT; 5.751 q2]9 ,8B8 DOOR SCHEDULE �DOOR I22 Iw)P ? L AREA IGD.. FTI LIGHT PROVIDED ISO. FT.1 VEN''9T� PROV'. 38 82 2L659 O 0 38 82 21.630 4.7391 0 T. ­2 21.639 57 0 T2 K 60 40 52.59 1B.OB IOB x 90 57.1.2 9.91 2a OB z �NaDo a= OLLOCOo 2 U am�v �YQ: ° - - 0 O W O ypQ O v dt�O W CD N J ° W �!G g n w�W° it � F 4 d. ° D p o II a m G m moo, (0 w�a o .4. m ~ N O5 P. L I -On omo I x 3 a z a �p FLOOR PLAN NOTES: L. 1. SOME ITEMS SHOWN MAY BE OPTIONAL FOUNDATION IS INSTALLED ON -SITE, BY OTHERS AND 15 SUBJECT TO ALL STATE AND LOCAL CODES O AN O INSPECTIONS. 3. 50ME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS, SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND REWD FOUNDATION ARE ON -SITE. BY OTHERS. S. FOUNDATION VENTILATION 15 ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, t. RAILS ARE ON -SITE, BY OTHERS, 7. AC AND HEATING UNITS ARe PROVIDED BY OTHERS 5 INSTALLED ON -SITE, BY OTHERS. 5ee FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. B. THIS BUILDING MAY BE MIRRORED WITHOUT AT RE -APPROVAL OF THESE PLANS IMAY BE "FLIPPED° \^A� SIDE TO SIDE AND/OR END TO END). '^'10. D]MENSIONS BROWN ARE ACTUAL FLOOR SIZE; EXT. SHEATHING, SIDING, ETC. ARE NOT INCLUDED. AREA SERVED FOR LISTING AGENCY APPROVAL STA MPS' AMPSo 11 11 /10/09 = � I N C .= ..N,N. MR NO Approval of this document does not authorize orN,,,,,1OP„D�.R20 PBI MPTn68-MOD-464 approve any deviation or deviations from the requirements of applicable State Laws. ,w.•x,, ,..,rO D .,. ..ww w.x„"x. or �....,......,.. CO MPLICS W/ 2007 FLORIDA RES. CODE, INCLUDING ALL 2009 5 GLITCH SUPPL. o 63802.00 I S_ ` f 4 RRR l ' E 14 h 44/ l� 40 R •'`k'�` NALti' 11/6/2009 L01 O: J :�I 4 I 0 ^ I 1U O m o �I p 2.1 D 1 I:l I 17g2o DoeNry xonG 1R sulrt A '>' z G+OSHEN, IN KBSID Q II Iprawn: C.YOUNG t1 E hecked: M.T./N.T. ff R 10/28/2009 Sheet: 2 OF 12 del: MOD 4e4 COPYRIGHT 0 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. BUILDING SIZE: 115051 Sq. Ft. 1, MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM [Sq. F1. x 3 VA / 120 VOLTS / 15 AMPERES = MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REQVI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT. GENERAL LIGHTING / GENERAL USE: 1130.51 x 3 VA 5391.53 VA TOTAL VOLT-AMPERES: 2,391.53 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1,500 VOLT-AMPERE5 PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 2 x 1.500.00 VA • 3000 VA LAUNDRY LOAD: 1 1,500.00 VA 1500 VA TOTAL VOLT-AMPERES: 4500 VA 4. NA F ALL FIXED APPLIANCES IN VOLT-AMPERES. NAMEPLATE RATING 0 D I I CLOTHES DRYER: 5800 VA RANGE: 0. VA COOK TOP 7200 VA WALL OVEN: 7200 VA MICROWAVE OVEN. 2400 VA DISHWASHER. 1380 VA GARBAGE DISPOSAL = 1080 VA WATER HEATER: • 4750 VA OTHER 0 VA OTHER. 0 VA OTHER: c 0 VA OTHER: = 0 VA TOTAL VOLT-AMPERES: = 29810 VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS UN AMPERES): RANGE HOOD(S): 1 R 11 AMPERES 1. 1 AMPERES EXHAUST FANI5): 2 x 0.7 AMPERES 1.4 AMPERES CEILING FAME): 3 x 1 AMPERES 3 AMPERES FURNACE BLOWER IGAS / OILF. 0 x 8 AMPERES = 0 AMPERES TOTAL AMPERES: 5.5 AMPERES MULTIPLY x 120.00 VOLTS TOTAL VOLT-AMPERES: • 660 VA 6. TOTAL HEATING AND AIR-CONDITIONING LOAD: (USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - (A) THRU IF) - IN VOLT-AMPERESL A EDDY. OF THE NAMEPLATE RATINGISI OF THE AIR-CONDITIONING AND / OR COOLING (VOLT-AMPERES); 1 x 14400 x 100% = 14400 VA LARGEST B. 1009 OF THE NAMEPLATE RATINGISI OF THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING (VOLT-AMPeRESI: 1 x 12000 x 100Y. • 12000 VA C. IOOX OF THE NAMEPLATE RATINGISI OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE PULL NAMEPLATE VALUE, G MMS QUALIFYING UNDER SMALLTHIS SECTION NOT BE CALCULATED UNDER ANY OTHER SECTION IN220D]1CI IVOLT-AMPERESI 0 x O x 100X • 0 D. 1009 OF THE NAMEPLATE RATINGISI OF THE HEAT PUMP COMPRESSOR AND 65X OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR 15 PREVENTED FROM 0 x 0 x100Y.• 0 VA OPERATING AT THE SAME TIME A5 THE SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATING SYSTEM TO Be ADDED TO THE SUPPLEMENTARY 0 x 0 x 100Y. = 0 VA HEAT PON THU TOTAL CENTRAL SPACE HEATING LOAD (VOLT-AMn RESI: TOTAL LOAD MCI, 0 VA E. 65N OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS IVOLT-AMPERESI 0 0 • 65R 0 VA F. 40X OF THE! NAMEPLATE RATINGISI OP ELECTRIC SPACE HEATING IF FOUR , OR MORE SEPARATELY CONTROLLED UNITS IVOLT-AMPERESL 0 0 x 407 • 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: • 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED IN 2 THRU 5 ABOVE(: TOTAL GENERAL LIGHTING / USE CIRCUITS (2): = 3391.65 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD IN: 4500 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES(4): • 29810 VA TOTAL NAMEPLATE RATING OF MOTOR b L-P-F LOADS I5): - 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2.5 ABOVE): = 58561,55 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOVE(: 38361.53 VA FIRST 10KVA AT '00X: 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: 28561.53 VA 9. FIRST IOKVA AT 100%; 10000 VA (FROM 8 ABOVEI 28361.53 VA - REMAINDER AT 407.: 11344.61 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: • 21344.61 VA 10. TOTAL COMBINED LOAD (FROM 9 ABOVEI: 21344.61 VA TOTAL HEATING AND AC LOADS (6) - LARGEST OF IAI THRU IFI: = 14400 VA SUBTOTAL: = 35744.512 VA SUBTOTAL DIVIDED BY - VOLTS. / 24ODD VOLTS MINIMUM CALCULATED AMPERES REQUIRED: - 148.94 AMPERES 1 ELECTRIC SERVICE PANEL 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2, ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED 8 GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NECI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER 15 WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATERS) 15 NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION': AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 5. ALL ELECTRICAL COMPONENTS SHALL BE ILL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(SI, SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL I5 NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL Be DESIGNED / CALCV BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NECI BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11 ALL 120-VOLT, SINGLE PHASE, IS- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS LIVING ROOMS, DENS, FAMILY ROOMS, CLOSETS, HALLS, DINING ROOMS, 6 SD/ILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT Rn=RRUPf=Re COMBINATION TYPE IWTALLED TO PROVIDE PROTIECTION OP THE BRANCH CIRCUIT. 12. ALL SMDKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 14. SWITCHE5, RECEPTACLES, AND / OR DTHtR FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC). 15. THE Dl5HWASH'R AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 111 20 AMPERE (12-21 CIRCUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A 51NK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF IWP) ENCLOSURE ICOVERI, THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG I5 INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER BREAKER OR A GFCI RECEPTACLE. 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 112 FEET ABOVE GRADE SHALL Be INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES 13 FEETI OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 1 150 is E FI.FMIRIV SERVIa. PAWL `CALCULATIONS PER NATIONAL ELECTRICAL CODE. 220-82:1 " OPTIONAL CALCULATION - DWELLING UNIT 24. 25 26. 27. 28. 29. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: III A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE IFIXTUREI WITH A COMPLETELY ENCLOSED LAMP. `♦ (21 A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE IFIXTURE). �� e B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION: LUMINAIRES IFIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE%r, INSTALLED AS FOLLOWS: / r (11 SURFACE -MOUNTED INCANDESCENT LUMINAIRES [FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE 15 A MINIMUM j CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST .0 POINT OF A STORAGE SPACE. �I (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE ' WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE 15 A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE [FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES IFIXTURESI WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING PROVIDED THERE 15 A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. " (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES [FIXTURES), CHAIN-, CABLE-, OR CORD -SUSPENDED -LUMINAIRES IFIXTURESI, LIGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED IPAODLEI FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRE5HOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES ILIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 12. BE[INCREASEDSERVICE PPROM THAN ­AKESHOWNRHERE 11 MAY THE BR[PK[R slZe Is INCRCAseO, THE WIRE _USBE INCMftA ITO THE LORR[CT SIZE BWIRESAS[D SMALL ON THE CURRENT NEC THAT IS IN EFFECT AT THE TIME. THIS IS ON-S le, BY OTHERS AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. - MA 150 AMP MAIN PANEL wJ •• THE HVAC M el.e. AND INSTALLED D ELECTRICAL 111TRAC 120/240 VOLT UDL " I__READ AND UNDERSTAND ALL N SINGLE PHASE MINIMUM se -Me PANEL MAIN 60 HERTZ ]oDR SERVICE PANEL, �Q uED v OPTIONAL: T6 [AWGI COPPER 1 OR 2 ADDITIONAL GROUND IMINIMUMI INSTALLED 1" CONDUIT DROPS PER NATIONAL ELECTRICAL CODE MAY BE ORDERED GROUND WIRE 1S ON -SITE, BY OTHERS, AND INSTALLED REFER TO NOTES 1, 15, 6 16 ON SHEEI FOR FUTURE USE. 2 INCH DIAMETER - RIGID METAL OR RIGID NON-METALLIC CONDUIT V IAWGI - COPPER - PER NEC 310.151BR61 150 A��'f.4f`�1y��LRE'.A� yy n` y�ty� e � � NUMCAUL RISER. OWGRAM THOSE [TAILS AND PLANS Me CONFIDENTIAL AND 9ROPR:ET Y MATe-LB CONTENTS OP THIS DRAWIND PACKADE CONTAIN CONFIDENTIAL ANDIOR IIHMAR.I. INFORMATION. AM UNAUTHOR-D USE, COPYIND, OISttOSURe. OR DIRTRIB 4 M THIS PACKAce, OR AM OF TM CONTENTS CONTAINED TMERIIN, 11 STRICTLY PROHIBITED BY JACODSEN HOMEB AND MAY Be CNLAV F TH Se MATeR,AL• Me PROVIDED TO THE RECIPIENT FOR SPECIPIC PURPOSES ONLY AND SHALL NOTbeSCANNED, COP W.OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION PROM JACOBSE'N HOMeS, TH15 DRAWING PACRAGC AND ALL ITS CONTENTS ARE THE EXCUUe PROPERTY OF -..Sol MD.- ALL RIGHT. RESERVED. COPYRIGHT ISO. BY A QUALIrIED, STATE xeTI-D, TOR - INSPECTED BY LOCAL JURISDICTION .Us DN THIS SHEET AND SHEET x OP 12 Ste...' OAPACgT: t6O A.lReees ARE0. RESERVED FOR LISTING AGENCY APPROVAL STAMPS: aw C.YOUNG Ac wxmA e r M,T./N.T. Bwv,LT ®msw.u. �j 70/2B/20OD 11 /10/09 NO INC.��� coeceN A toval of Ullsdoe montdoas nat BUUwNm Or eW1� MOMea EI$Ti co any devlaU n of devlaUons from Na MPT-6B MOD-464 a va m su re ahem[ is ItaPPlleabi State Lows. rawP •.MP.rnneP woP..n ,.Pn .y w nmee .Lu arcs ecTvnL a ��//II���� j��It H.. Aav wveeTBP m x ro„•Lw. PL•R£+. NIP ° ': ,.: COMPLIES W/ 2007 FLORIDA RES. CODE iRIEC. - E P u'^o C -'( INCLUDING ALL 100E A GLITCH SUPPL 140".MP MQeEL MOOS 464 COPYRIGHT a 2009, JACOBSEN HOMES, SAFETY HARBOR, PLORIGA ALL RIGHTS RESERVED. A} • 1Laa ELECT RICAL=SNI36LS LEGEND �^ a " ' ELECTRICAL CIRCUIT SCHEDULE RECEPTACLED BIG v0.r 2a � ao voLi SWITCHES B $ $ rrrLuu SWAY EL-RILAL PANEL ® - GIRLUR P NONE;CLATUR! ]CIRCUIT D[6CRIP TIDN1 ARGKeR SIZE 1__E. WING SIZE ICU, pRGUIi ♦ T DG� U9 1C - P ICY) LxKCgR „ 1ANPCRE91e 66i { p WR R M1RRCBWLNIIL' u � �. T-I �T v 1 SMALL APPLIANCE 20 1R-R x GENERAL PURPOSE - ARC FAULT AP IS I- 1 GLGCTR[C COOK -TOP SMALL wPPLIwNct - wRc FAULT - 1x-2 M OEHCN.L PURPOSE -ARC FAULT AF - +S I 1 3] !: ELECTRIC WALL OVEN .Ynlox Eo.e�sYs ATp G.E MIDDLE LOCR N Mtn I gvDr`j °.uRM ALaRva¢Nre®RNeneD roe swurAr[Aa='us .cmAr an TxeRMo , opr wave s +x-z B ecerrs IGFcn or•n xo : yy , 1 e TINOPAp - Br orHexs RESERVED - CIRCUIT NO NA la H RECEP IGPCII DID. • .0 1- yq suoRE ALARMS NNTERCONNECTED/AM FLLolee _ C[Nr LIGHT CRlCEBB � MCPACD MOUNT DESCENT 111 LIGHT arn�[o PDstnox¢o RFCFSS¢x D P PF. TEILPHONG PREP. OPT. TGL[vIL10x PRe � � s lRcu+T USED Re......NOT Us N4 NA 1s w CATER INTER H x0 I - yy - RVCD CIRCUIT NOT USED RGSe RVCD - CIRCUIT NOT USED NA NA +B RESERVED - RCUIT NOT USED NA NA yB 1 R SERVED - CIRCUIT NOT Use. GENERALFAULT PURPOSE - ARC FPT AlAF - U N-y +T I DCSHWA9NCR 10 1.-y yT�� I RESERVED - CIRCUIT NOT USED PANILIDR, C010p [% PAN - ND LIGHT NN v- IlTllp® 1 �MW CFM CEILIND FAN FA N FRCP GIT SIGN PREP GM[RGCNLY LIGHT PREP. ® P1' PILNLLT RfOJIRED W COLMfRCIAL AWLL[aTimm O,. B GENERAL PURPOSE - ARC FAULT AP - 15 M-x +B OPT. OAR...E OIII-L 16 q-x yq j t RESERVED CIRCUIT NOT USED a GENERAL PURPOSE - ARC FAULT AF - x S LAUNDRY ]CLOTHES WA6HeRl 20 +2-2 as ' 'y, Es CD - CIRCUIT NOT USG. 10 OGN[RAL PURPOSE - ARL FAULT AP - 1 tq-3 20 LAUNDRY ILLOTXGS DRYER] SO ICJ R 5ERV[D - CIRCUIT NOT USED CFl 13 CFI B EXT. UGHT °BD. J 7 11 HIGH ,�VIiH / \ / HOR2. 15 GFl {� 7 II H - MID 57 7 Wi\ �\ \ 0 Ir2i N TIRE P. 7 7 AT 12 12€ / 78' 12 14FAN PREP. 24 BEDROOM #1 EXT. UGIiT °A° 12 12 PHONE PREP. 2 �- 8 14 CFl -a3 8 N.GFl (FCl YY7 � w FIR I G I / 8 B-RM 20 / 150 ALP \ TO d p i / 7 ACID (2) 1' 8 19I CONDUITS NH I I 3c) 61 8 12 T qp 8 / i - 20 X 25 R.A. GRL 24 8 ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. - I? T_ gpyy 11 yy IG X 20 �yF TV PREP. 11 R.A. GRL. r, I 1 � 9a 11 12 -� 12 44 62* \I 24'-r 11 FAN PREP. L _J I I I 12 n I BEDROOM #2 11 db 12 13 4PWp GFI 1. A LICENSED ELECTRICAL CONTRACTOR [LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL, V L. 2. ALL co-.N2 RF.•E, o- AND AWeQ MANPR WEITIEf IN ALL I SRSms WERA lGVINORIv veml, FAIv1.T -.k N...% NACU] .- RO wk ..IINAR Avw. N•••• ME FROTCCIva n AM A AILT @NC ___m CONI.ATION - vIRAt;JO TO FROVm. FROTlCROY R TIN MALC11 @L1R. 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND I OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A °HUSH" BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED [IN ACCORDANCE WITH THEIR LISTINGS]. 5. ANT ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES IBY OTHERSI. ELECTRICAL NOTES: n9 --9/ 9 9 / ( / 44 9r IT. LIGHTS I 9 FAN PREP. 1 ` jEr J LIVING ROOM 9 \ - / LOW IN 9 9 OH CAB 9 3 ylpg JVM2 11 N PREP. T 22 ZT 20A �1 M� ABOVE PHONE PREP. ,p I 10 � ` �\ `HL 1� / 10 �� 410/> J IGH CIR. TRK. \ HL 1 CIR. TRK. CFiFi 2 DINING � 10 10I I O CIR. 7RK.�a�c , \I o 10 0� I/ 10 �o� �� CIR. TRK. 1 1= IGFle \ I REFRI6. i GFl 1 A I I GFl ^1 1 AA �2 Ah PHONE PREP -- TV PREP. CFl 1 CAB L 11 LOW IN OH CAB 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE emo Pp WITH ALCIP PROTECTION FOR PERSONNEL. ALLRECEPTACLE OUTLETS SERVING COUNTeRTOPS LOCATED GP R C IN THE KITCHEN SHALL Be CQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. B. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL Be EQUIPPED WITH A WEATHER PROOF (WPI ENCLOSURE ]COVER), THE INTEGRITY OF WHICH 15 NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED PROM THE RECEPTACLE OUTLET. B. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 06 INCHES 13 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 11. THE DISHWASHER AND GARBAGE DISP05AL MAY BE INSTALLED ON ONE 111 30 AMPERE 112-2) CIRCUIT. 12. FAN / LIGHT COMBINATIONS SHALL Be INSTALLED WITH SEPARATE SWITCHES. MOD-464 S91m •••• THE HVAC IS SIZED AND INSTALLED DN 712, BY A QUALIFIED STATE CERTIFIED, ELECTRI-L CONTRACTOR - INSPECTED BY LOCAL WRI9DICTION. RRIx PueL URNIC� IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET 5 OF 12. NININW.CC PANEL MAIN BREAKER CAPACITY: O. AMPRGR[S SIR ARN9[ (S�eRVSERVICE PANEL, MAIN BREAKER SIZE : HBISO AMPR[RES RG ¢ GR�/( Re w�l e2weR eR �_t THE SERVICE PANEL MAIN DREAKER 512E MAY O B INCREASED SIZE THAT eH-N HGRe. I -TALLIDL. 6Ge M1OTES ; I!, l IS) exs CVO THE BREAKER N50 INCREASED, T; G I FOR _R, USE. QP [GROUNDING r ENTRAxcesw IRS.) ee IeSiexewseD To He caftftecr 1 xm• pamerm ,.(/F' O„ TH[ LURReNT NEC THAT ]6 IN EFFECT 4T lxwcl�Aw[rte [Ve x[C S 0.1"ABlte `yF� C. E rlTHIS 15 .5 RC, DY OTHERS AND TS SVOJECT AY XORIiYTHAV AND APPROVAL BY , MG LOCAL IND JURISDIDTION 150 AMP ELECTRICAL RISER DIAGRAM • 10 13 GFl MCP-1995-464* (D 10-2849 r �A 13. CEILING PANS SHALL BE INSTALLED 60 THAT THE BOTTOM OF THE BLADES TO THE PINISHED FLOOR LEVEL WILL BE BO INCHES MINIMUM. CEILING FANS HAVE BEEN INCLUDED IN THE GLEE. LS IN EVERY ROOM LOAD CAL THEREFORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL, 14. SWITCHES, RECEPTACLES AND N / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CON9TR .e. RCSTR41NT8. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THB NATIONAL ELECTRICAL CODE INBC1. 15. FOR -ON-FRAME" MODULAR PLANS, THE MAIN ELECTRICAL PANEL SHALL ALSO BE BONDCD 70 THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING •JUMPCN1- SHALL ALSO be b IIN57ALLEO BETWEEN ALL CHASSIS SECTIONS FDR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GROUND CDNNECTIONS SHALL BE MADE BY A CERTIFIED ILICENSEDI ELECTRICAL CONTRACTOR ION -SITE, BY OTHERSI AND ARE SUBJECT TO INSPECTION BY THE LOCAL JNRISDILTION. 16. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRALIGROUND (4 WIRE STEM) PROM THE FACTORY. IT 15 THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE DPTIONAL OR REQUIRE INSTALLATION ON-51TE. s 11 PLANS AND CDNFIGBNTIAL AND, FRDPRICTANr MATERIAL. THE EN CONTT. O T.I.s ORAMHNB P CONTAIN FIO CONCNTIAL AND/GRRIN PLEGEO INPORMATIaN ANY UN-GRGSD U., COPTIN6. DISCLOSMFB, OR DISTRIBUTION OF C, Is PACNA.OR ANT O CONTCNTs CONTAINED i REIN. IB A4C PRONISITEO BT OBseN H A AND MAY Be UNLAWPU_ THESE MATGRIALS ARE P NO mGOTTOt THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, GOPIED, OR OTHERWISEREPRODUCED AND/OR OISTRI-0 TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JAO.BSEN HOME., THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF J 05IIENMMOMES. ALL RIGHTS RESERVED, COPYRIGHT RODS (n w = o w z~ z G, c m m o y o W ' E .". 6 S poi n 3 Co 1 a F0 o 0 3 u H. o o m To lm] m o t O z u z a u' z Y"m F=- J ^D O Z as uuw =w ID GO ov i ° Y Q O f W U W IKD IS LD J m '7 S IN F O o p o i r ° u 4 o J Z o 3 m- m 'm w o Z z 4z awF vm 0'0 o a UI w `O m F PJ4- o.`r. 3°a O F p 3 w U Q N w> N i. ° a z 4 n D> c W N w T 0 2 m F. T z z o m F u~ o m F.i C-D o o m O H N N Q J L f N 2 m C 3 4 LI F O� 0 4> Q �~m 4 j 4wa NJ Z u m F j 4 W O N W= w S1m _O L Z m Q Q zzo N O J L 'ED II rc w 5 w p 0 0 o r m m c m 4 2 K W F 4 N U O N m n •` z J N 3 u rc z m o Q N a o o w= w F rc o w E 0 a m o u o w �aG;m=m�d Q U¢ K N~ J I L o w a o= w N C �_ ° o o ° L U L] L' In I. W Z= z U T O W 10 o n W w u IN N H' O W 1° >_ n m D D w U Nx I, C, C,Frc u�.x O E m o.tl m Q 4 1- m w 1- o o'D u 4 I- `o m ILI t n- 0 gREA,RESERVED FOR LISTING AGENCY APPROVAL STAMPS; APPROVED BY ..W..wY.NNTf o 11/10/09 w.T n. N A 0� Of S1p� NO INC. c Appmvn Ptlbk tl•cumxnt EDea mleWmllm eT nme„un. rv,uw- '� appmve any devlallen of Mevialbre OOm lne requirements Ol epplkabla Slots Wm. MFT-6B-MOD-46a COMPLIES W/ 2007 PLORIDA RES. COOED =INCLUDING ALL 200E A GLITCH,SUPPI:- " ~� C) No 6380 4 p0 F oe •�RZI $ C% fill, "� 11 /6/2009 : a ro E. M= COUNTY ROAD SUIIEa IN ass R3nSOt5 k - 11 IF, WF1' C.YOUNG it ked: M.T./N.T. 10/28/2008 F e: 3/16" P_Ov CEt' i 4' OF.12 r: DO E pLLre G Aws:' 140 MP i* adel: M00-46 COP'TR1GHr 0 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RTGHrS RESERVED. a I THIS DOOR IS INSTALLED ON -SITE, BY OTHERS (NOTE: DOOR AND TRANSOME ARE �INOT THE SAMEWIDTH) c MONEll:][1. k := ELEVATION NOTES. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS S. ROOF VENT]LAT]ON MAY BE ACCOMPLISHED THROUGH AND ]S SUBJECT 70 ALL STATE AND LOCAL CODES THE USE'OF EITHER VENTILATED EAVES OR ROOF AND INSPECTIONS. VENTS. E ITHER OF THESE METHODS MAY BE USED MS SHOWN MAY BE ON-51TE, BY OTHERS. SEPARATELY OR IN COMBINATION. 2. SOME ITEMS 13. SOME ITEMS SHOWN MAY BE OPTIONAL. 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. 16. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 16, THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL El 1:10 E SITE ITEMS MAY VARY, NOT COVERED BY THESE 8. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION 14 ,dy:?;-, 8 pS] APPROVED PLANS. 3. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D FOUNDATION ARE ON -SITE, BY OTHERS. 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. 10. FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES VARY FROM 10' TO 6° NOMINAL SIZES. BATH EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST OF THE FINAL STRUCTURE. ITEMS SUCH AB SIDING TYPE, SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY VARY FROM THESE ELEVATIONS SHOWN. 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. PF El ❑ ❑ ❑ ❑ 600 F�CKKRD COURi� SAFEiY HARBOR, FL 3469E a ` 6. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, BY OTHERS AND MAY BE RELOCATED FROM SHOWN. 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS OF EXTERIOR MAY BE CHANGED BY THE BUILDING CONTRACTOR, SUBJECT TO LOCAL APPROVAL. It. 12 INTHE RODP CAVITY OR OTHER CONCEALED SPACE. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS [MAY BE 'FLIPPED' SIDE TO SIDE AND/OR END TO END(. FOUNDATION VENTS ARE TYPICAL ONLY. ALL FOUNDATION VENTILATION IS ON -SITE. BY OTHERS. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. 18. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. 20. MAY BE MIRROED WITHOUT RE -APPROVAL OF PLANS. 7�%1;6�I�38 P L.or WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RCLATINO THERETO. 'e OeTAuc µ0 xµ' µe cONFIOENTIK AND PRDPRIeTMT MA1—L' T CONTENT. oP T.I. —10 PA -ACE CONTAIN cDNFmeNT1µ .. PRIV —C. INPORMATICH. ANY uNAUT ...ED UCE, COMING, DlcttocURe, OR DInrRlDunoN OP T.I. F.A.E. OR ANT oP THE CONTENT' CONTAINED THEREI, 11 RTRICTLY PAO 31re0 OT JADD.D Home' µO MAT Be UNLAWFUL TH-E MAreR µe PROVIDED TO THE RECIPIENT FOR SPECIPIC PURPOSES ONLY AIM SHALL NOT BE SCANNED, COPIED, OR OTHERWISE RGPROOMED AEA/OR DISTRIBUTED TO OTHERS POR ANY PURPOSE WITHOUT e%PRe'S WRITTEN AUTHORIZATION PROM JACM52N HOMES. THIS DRAWING PACKAGE AND ALL ]TO CONTENTS ARE THE CXCLUSIYe PROPERTY OF JACOBSEN HDMEs. ALL RIGHT' REDEIWED. COPYRIGHT 2000 ♦,., A •, Ob No 6380 ' I / iF1 E 441• !lid NA R2 /6/2009 Kau- 30 MUflT/[OAD IM6A i � Z SNL/, DI MAl I FOUNDATION VENTILATION `'ARFA'RESERM FOR LISTING AGENCY APPROVAL ST.16MpS: C.YOUNG OV ED BY moon RTC 11/10/09 Pmm. NO C it MFT-6B MOD M46AO IO .1 PIP ■ � N iRk. of this document does not-fintlze or ny deviation or deviations from the ruts of applicable State Laws. A 11-� COMPLIES W/ 2007 FLORIDA RES. LOOS, E p INCLUDING ALL 2008 b GLITCH SUPPL. 140'E-MOD COPYRIOHT © 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. r O F. FOUNDATION VE nRZ 6N eff ELEVATION ❑❑❑❑ ® COBSEN ELEVATION NOTES: 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS S. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 73. 50ME ITEMS SHOWN MAY Be OPTIONAL, E!IT AND 1S SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 74. SOME ITEMS SHOWN MAY REQUIRE 51TE INSTALLATION. AND ]NSPECTIONS. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SEPARATELY OR IN COMBINATION, 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ❑ ❑ ■ ❑ O SITE ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL DESIGNS AND MAY VAR 7 FROM THE ACTUAL ELEVATION `S APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/2° AND 51DE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE, j 3. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D VARY FROM 10° TO 6° NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN, 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SMALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. , , ❑�< 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. 1❑ 600 Packard Court, 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, It. TH75 BUILDING MAY BE MIRRORED WITHOUT ANY •FLIPPED° 18. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SiTE ARE xy. -.. BY OTHERS AND MAY BE RELOCATED FROM SHOWN. 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS RE -APPROVAL OF THESE PLANS (MAY BE SIDE TO SIDE AND/OR END TO END). DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSENI AND ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL ❑❑❑❑ Safety arbor, FL 34695 TERIOR MAY BE CHANGEDLD]NG 12 VENTS 1 LTHERS VWTHOING CONTRACTOR, SUBJECT LOCAL APPROVAL. ONLS10TEL By OY. FOUNDATION VENTILATION 15-OUNDATION 20. YSBE MIIRROEDON MAYUTH RE -APPROVAL OF PLANS. 727-726-1 I38 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYISI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL x .a`-.'. NOT BEHELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. AM U sE OeigaS Me PLMS Me CONFIOENTIµ AND PROPPIETMT MATERIAW T W CONTENTS or THIS cIu NG PACKAGE CONTAIN CONrIOENTIAL ANDA)R PR,V —c. I--TION UNAUTHORIZED USE, C.—N..oISttOSMRE, OR GISTRIPUTION or THIS PACKAGE, OR AM of THE CONTENTS CCMAINED THEREIµ IS eT 1-1 PROHIDIT[O PY JACOPSEN HOMES MO MAY ee uNLAWFUL THESE MATER ME PROV(OCD To THC RECIPIENT FOR SPECIFIC PURPOGES OWY MID D.+ALL NOT GE 5CANNlD, COPIED, OR OTHERWISE REPRODUCED AND/OR DIOTRIDUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACD5SCN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARC THC CXCL—E, PROpcRTY OF JA e,,; HOM Es. ALL RIGH RCPCRVCD. COPYPIGHT 20OR ` C� R ►P' II • o 63802 a ,GI �& 2 14 10 IF0,0 UAL !, I11l%� 11/6/2009 x C��AAn �'NIEMiDCOUNW ROAD IS SNIEA , grO51yEN, �I 1N aeSEz �I.FP165J15 .--,�j a MOD-464 awn: AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: I c.rourNG .. - CtIBCICBCI: M.T./N.T. OVED BY I0/28/2000 11/10/09 m K vIRM, NO �! le' ins° . r-o° I N C nm MPT-68-MOD-464 EN ,ttee..t: of this document does not euthortzeornydeviationordevlatlonsfromtheInta of applicable State Laws. OF 12COMPLIES W/ 2007 PLORIOARES CODE, ExpoO a C INCLUDING ALL 200E b GLITCH SUPPL V77S: 140.'MPH IF, MOD=464 COPYRIGHT © 2008, JAC055EN HOMES, BAPETY HARBOR, FLORIDA, ALL RIGHTS RESERVED s, PLUMING NOUS: 1. THE DRAIN/WASTE/VENT IDWA SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IM, OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ABS OR PVC PIPING. 3. TUB AND/OR SHOWER P-TRAP ACCESS 15 PROVIDED UNDER HOME, UNLESS OTHERW395 NOTED ON THE PLANS IWHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE LED BY OTHERS ARE SUBJECT TO LOCAL JURISDICTION PP INSTAL , APPROVAL. 5. THE WATER HEATER SHALL HAVE A 5APETY PAN WITH I INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 6. THE WATER HEATER TAP RELIEP VALVE SHALL DRAIN TO THE EXTERIOR ION -SITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE:, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. S. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 9. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH IDDe WATER INLET TO THE BUILDING ITHIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL. 10. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. LODU ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION ION-51TE, BY OTHERS). 11. WATER SUPPLY LINES SHALL BE PE X, POLYBUTYLENE, CPVC OR COPPER, E 12, WATER SUPPLY STUB UPS TO B1/2" 13. ALL SUPPLY "CROSSOVER" (MATING LINESI PIPING SHALL BE CONNECTED ON -SITE, BY OTHER5, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONAB9ORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF TH15 IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 15, ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120"F (46.6°CI. 16, ALL 0N-SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. �tuae J O" VENT THRU ROOF (SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANSI Imo' SCALE: NIS 1 1/21 VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAVI OR JOIN W/ S" VENT TUB k I'l I' 2" " W.C. WET VENT W.Q. T '„ 6 � SCALE: NfS 7r,AASIA 71 DISTANCE OF FIXTURE TRAP FROM VENT fZC Ot,'y"RI%TURE DRAIN SIZE OF TRAP FALL PER FOOT gggggg��R•••...... DISTANCE ROM_ 1 7RRP 4" 1 I/V- 114 " 111211 1 1/2" 1/4" y-0" 2" 1112. 1/4" 4" 4" 1/8" 1 11111 VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAVI OR. JOIN W/ O" VENT SHOWER 2" o S140wat 0ma SCALE: NIS 1 1/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE IAAVI TUB SCALE: Nis TEMPERATURE AND PRESSURE RELIEF VALVE NOTE: WATER HEATER OUTLETS SHOWN ON LlcN� TOP MAY BE LOCATED ON SIDE OF TANK TEMPERATURE AND PRESSURE RELIEF VALVE DRAIN MAY BE DISCHARGED INTO THE IOOA!� WATER HEATER SAFETY PAN (PER FPC 504.5.11 WHEN THE DISCHARGE FROM THE RELIEF VALVES) 15 TO BE DISCHARGED INTO THE WATER HEATER PAN IT SHALL BE PIPED FULL-SIZE OF THE VALVE OUTLET PIPE TO A POINT NOT MORE THAN TWO (2)INCHES OR NO LESS THAN ONE III INCH ABOVE THE PAN FLOOD LEVEL RIM. 2" VENT THRU ROOF J 2" LAY. ®l 2" W.L. WATER HEATER PAN WITH DRAIN 1" MINIMUM ane OVERFLOW L THRU FLOOR OR INTO PAN (SEE NOTES) WATER HEATER PAN SHALL BE 24 GA GALV. STEEL (OR eQUALI 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 (1) INCH IN DIAMETER OR THE DIAMETER OF THE OUTLET OF THE REQUIRED RELIEF VALVE01 WHICHEVER 15 LARGER. HOT — CE WATER INLET MAY BE RELOCATED TYPICAL WATER INLET /gym A MAIN SHUTOFF VALVE AND WHEN REO'D A VACUUM RE L]E P, SHALL BE INSTALLED. BOTH ARE ON -SITE, BY BY OTHERS AND SUBJECT TO LOCAL INSPECTION AND APPROVAL. pl SCALE: N[S 1 112'1 VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE IAAV) LAV. r SCALE: NHS 1 1/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE [AAV) KIT. SINK 1 V2" 1 1/2" SCALE: WS DETAIL. AND PLANS ARE CGNPIOENTIAY AND PROPRIETARY MATERIAHALL u THE COWemS OP THIS DRAWING PACKAGE CONTAIN cOW'DENTIAL AMVGR PRIWON. LE.ED 1w.-AT.ANY ONA ....D USE, COPTING, ma—sU.RE. OR DI.T.1• 4 OP TH15 PACKAGE, OR ANT OP TH CONTENT. eGWANED —REIN, 16 STRICTLY PROHIBITED DT lACO..EN HOMES AND MAT OR UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR 5PECIPIC PURPOSES ONLY AND SNOTBE SCANNED. COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTOD TO OTHERS FOR ANY PURPOSE WITHOUT EX"eGS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITC CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOOSEN HOMES. ALL RIGHTS RESERVED, COPYRIGHT 200E 1 1/2" VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAVI OR JOIN W/ 3" VENT WASHER 21 To. WASoNlat Omw 07 SCALE: NIS M00464 V` a No 638 ♦ i. AAEIt iiESERVED FOR LMNG AGENCY APPROVAL STAA@S: � " C.YOUNG DDwHMD H DR M.T./N.T. mm2wuu 10/28/2008 11I10109 oft Is document does not authorize Or MFT-6 B-MOD-464' my deviation or deviations from the EE I,II" P tots of applicable State Laws. •W+�*"•e" MDu.Au Ps .,,, nRT,R. .Lw ImRe• e m e ,COMPLIES W/ 2007 FLORIDA ftES. CODE, INCLUDING ALL 1008 b GLITCH. SUPPL. a. DufTo 23 140. MPH ..: MODELS MOD-464 COPYRIGHT © 2008, JAC05SEN HOMe5, SAFETY HARBOR, FLORIDA. ALL RIGHTS RESERVED._ R C L NON DESIGN LOADS FOR TRUSSES SPACED 16" O.L. TOLL 20 FSF TC OL 10 PSF BELL O PSF BCDL 5 FSF LISTED TRUSSES - OeSIGN MAT VARY 7/I6• APA RATED ROOF SHEATH]NO ITYPI R-30 INSULATION (BLOWN IN ROOF CAVITY) 2.6 SPP 43 N]MUM O.C. L MI[I TOP PLAT. ---- (STUDS "' O-C. 0 ALIGN WITH — TRUSSES w/ 1 11V MAX. OFFSET) 2,6 SPF 03 MIN. WALL STUDS 0 Is- O.C. (TYPICAL) LAP/STUCCO/HARDL [rYP.I 2,6 SPF 03 MIN. BOTTOM PLATE REFER TO NOTE AT OTHER SIDEWALL PERIMETER AREA TYPICAL I -BEAM PIER (PROVIDED BY OTHERS) TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS, NDI WHEN FOUNDATION PLANS ARE DE9[ONED BY OTHERS, JACOBSEN HONE. AND ITS THIRD PARTYOTHER APPROVED, LISTED TRUSSES MAY BB SUBSTITUTED 11 MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCYI.1 ALONG WITH THE ARCHITECT AND10R ENSUED. OP THE DNLDING PLAN. SMALL ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RESPONSIBLE OR LIABLE POR THE FOUNDATION DESIGN ANDIOR CONSEQUENTIAL PERFORMANCE OF THE eWERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. SPP MINIMUM PER PERIMETERR RAILAILITYPJ ' Nple TOP IV1/0 R1DGC BEAM) VENTILATION PROVIDED FOR UPPER 50; OF fl00F SECTION: E peSTGN RpOP A 2.44 SO FT. •UPPER OHANG VENT PROVIDED (FRONT 6 REAR OVERHANGS) RIDGE BEAM ITYPI 0 SOFT. UPPER VENTS PROVIDED BY - C NUM OF 50 SO.IN. ROOF VENTS REQ'D IT07AL FOR HOME] WHERE REQUIRED PX LOAF,, T9` Ay 0" ApeP16� 2.44 Sd FT. TOTAL [INCLUDES FRONT & REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW) M 1M6A1 P`ROO� 5VppF: L P6DN & uG�ORopP CpV1'n SHINGLE ROOF ,:YP.I FIBERGLASS SHINGLES: yZLOH tN `� J Dlpye-DSy.xIB \ FjoD�1-O�CR TYPICAL TRUSS MAY BE HINGED OR TEXTURED 11211 GYPSUM ITYP.I— 11 IMUM 0 16" O.C. ITYP.) UNIT WIDTH VARIES [SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2.4 5PF 43 MINIMUM MATING WALL TOP A BOTTOM PLATES 2R8 SPY' 03 0 1611 O.G. ITYPICALI FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED I R-22 [REG, P.E.) BY -OTHER S FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYPJ j1— VAPOR BARRIER REDO - SEE NOTE 5 BELOW SINGLE 2.6 SPF 03 [ON -FRAME) - PERIMETER IMA71NO LINE) FLOOR JOISTS ITYPICALI [EACH FLOOR SECTION) UNLESS OTHERWISE NOTED IN THI5 APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/211 BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. MOD-464 TYP. CROSS-SECTION P$ SCALE: NTS TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, L LOCATION MAY VARY 2.4 SPF 03 MINIMUM ROOF PERIMETER RAIL BOTTOM ITYPICALI OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPP 03 MINIMUM WALL STUDS 0 16. O.C. ITYPI EXTERNAL FIRE - CLASS A; ASTM D5018; ASTM 3.5-98 LSD3462; A 12; ASTM D5161, CLASS F; 2-LAYERS OF MINIMUM ` BLOWN INSULATION ASTM D7158, CLASS Hi 154 FELT (OR EOUALI NYC MEA 13.%_M INIT. WALLBOARD - VENTILATION PROVIDED FOR LOWER 509 OF ROOF SECTION: 6..72 SOFT. • LOWER ORIANG 6 EAVE VENT PROVIDED [FRONT 6 REAR OVERHANGS) • 0 SOFT. • LOWER VENTS PROVIDED BY - 0 NUM. OF 50 SO.IN. ROOF VENTS REDID [TOTAL FOR HOME) _ ______________ 5.72 Sp. FT. TOTAL )INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW) ________________ rl 9CEILING HEIGHT '-0" ITYPICALI TRUSS NOT SHOWN ON THIS SECTION FOR CLARITY TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE CLASS 'B' 19152' 055 OR PLYWOOD FLOOR DECKING ITYPICALI FRESH WATER SUPPLY ITYP.I ELECTRICAL ITYPJ (TYP) ACCESS FOR SHOWER AND/OR TUB SWIVEL Be I REMOVABLE P•TRAP IS THROUGH BOTTOM BOARD 00 CNHEN APPLICABLE ONLY) X11MATING LINE PIERS ARE LOCATED ALLAT ';' �'COLUMN S PPORT LOCATIONSTLU.M PIEP.M. TOSHALL BE DES] ACCOMMODATEGALLL LOADS IMPOSED 1�I�I I ` �i I, AT THE COLUMN LCCATIONISL ALL OF THE Tie -DOWN STRAPS AND ANCHORING SYSTEMS ' ARE DESIGNED AND INSTALLED BY OTHERS ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A RE015TERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER �ID� FOR THE SPECIFIC STRUCTURE INSTALLED. UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIOTH(SL ^IWE THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND 15 NOT DESIGNED 70 BE MOVED ONCE SO ERECTED OR INSTALLED [SHOWN AS TYPICAL DOUBLE WIDE 2010•, 24'-0" 26--0", 2910", 231-011 6 S2'-0" INCLUDED) ROOF SYSTEM SQUARE FOOTAGE 1130.51 5Q FT, 300 1./ VAPOR BARRIER) 300 3.77 SQ. IT. TOTAL REQUIRED VENT (TOTAL UPPER 6 LOWER) , TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 50. PT. (INCLUDES ONANGS AND VENTS) 2.44 SOFT. • UPPER O'HANG VENT PROVIDED 0 SOPT.. UPPER HOOP VENTS PROVIDED 0 NUM. OF 50 SO.IN. UPPER ROOF VENTS REO'D ITOTAL FOR HOME) MINIMUM UPPER VENT REQUIRED 150X OF THE TOTALI: - IDS SO. FT. [TOTAL REDID VENT . 0.50) DIFFERENCE BETWEEN RDQ'D 6 ACTUAL: 0.56 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: 5.72 SO FT. [INCLUDES O'HANGS AND EAVESI 5.72 SOFT. • LOWER O'HANG 8 EAVE VENT PROVIDED 0 SOFT.- LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. LOWER ROOF VENTS REDO ITOTAL FOR HOME) MINIMUM LOWER VENT REQUIRED [SOX OF THE TOTAL): as SO. PT. (TOTAL REM VENT R 0.50) DIFFERENCE BETWEEN REO'D 6 ACTUAL: 3.84 SQ. FT. PASS lCp! 4 ROOF VENT CALC P$ SCALE: NTS ,L STD. WINDOW OPENING - TOP 'Y 6'-10" TYPICAL 7/16" APA OR TECO RATED EXTERIOR SHEATHING ITYPJ W/ WEATHER RESISTIVE BARRIER R-19 BATT INSULATION IN WALL ITYPJ SINGLE 2RB SPF 43 (ON -FRAME) PERIMETER ISIDEWALLI FLOOR JOISTS ITYPICALI FLOOR LEVEL PORCH FLOOR DECK]NG ri (WHEN APPLICABLE) -0'-3 3/e° TYPICAL SEE COUNT. MANUAL V AIR SPACE MINIMUM — 2K4 ROOF PERIMETER RAIL ADD -ON EAVE - PER CONSTRUCTION MANUAL It \` 4 ti `VENTED SOFFVr EXT. SHEATHING • I- SEE APPROVED STRUCTURAL PACKAGE FOR WALL 2 AIR. SPACE DETAIL P8 SCALE: NTS UA0 �SHEARWALL SPECIFIC INFORMATION: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILIS) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTION). THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE(S). THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO POUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL Be DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTHERSI. ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN, OF THREE UI FLOOR JOISTS LOCATED BELOW THE SHEARNALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/1-BEAM IN THE FRAME. L GRADE Y DETERMINED BY BUILDING ELEV. ION -SITE, By OTHERS) PERIMETER BLOCKING 15 LOCATED AT 54° O.C. MAX. SPACING AND AT ALL OPENINGS IN THE SIDEWALL GREATER THAN 48°. ALL TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR 55TTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED P.E. (BY OTHERS). NA` O` NOTES: "I 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 K51 MINIMUM). IUDs^ -OFF FRAME UNIT? THE FACTORY TRANSPORTATION CARRIER IS REMOVED FROM THE STRUCTURE DURING THE 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 (�1J BUILDING'S INSTALLATION. 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN "ON FRAME UNIT': THE FACTORY TRANSPORTATION CARRIER IS DESIGNED AND ENGINEERED BY OTHERS. LEFT ATTACHED TO THE STRUCTURE AND IS 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION FOR INSTALLATION INTO TREATED LUMBER. OF THE BUILDING/STRUCTURE, 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REDS OVER AREA BELOW THE BUILDING OR STRUCTURE ION -SITE, BY OTHCRSI. THIS VAPOR BARRIER 15 REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. .: CONSTRUCTION SPECIFICATIONS: TOTAL NUMBER OF AXLES • NIN NUMBER OF BRAKERAXLES 1 BRAKE A%Le MIN. CHASSIS I -SEAM NEIGHT: 10^ .ITCH TRB Re4klVADLB FLOOR JOIST SPACING. ta. D.O. FLOOR JOISTS: 218 SPF • FLOOR INSULATION R-21 FLOOR DECKINO: 1./32° 0903DR PLYWOOD FLOOR COVERING: LINO/TILB7CMPET PORCH I.I.T. NA PORCH OEcK... NA DR• - YE IEKTJ B rOR WALL IINT TOP PLATE61e%TJ 2•B SPP .O ENT. S.E.T.— 7n6 API TECO RATED EXT. ODORS STEELSOLIDLII O 0.W/ ODORS HOLLOW CORE GLOAOSR51 R CM. WALL )FINISH: LAP/STUCCOMMDI. ITYPJ ROOFING. SHINGLES OR MCT AL ITYPJ CCILiNG: TEXTURED 1/2• GYPSUM ITYPJ R OOF INSULATION R-DO SHUTTERS: NOT STRUCTURAL (OPTJ ROOF SHEATHING 7n6• APA RATED TRUSSES: LISTED ICALC'NI UNIVERSAL FOREST TRUSS TRUSS SPACING PRODUCTS O IHVACI INFO (DUCTED RETURN AIR $T6TEMI A. TYPE:REFER TO ENERGY CALC. MIN S_ REFER TO ENERGY CALLS .BAT TYPE REFER TO ENERGY CALC. UNIT TYPE: REFER TO ENERGY CALLS F OF 6TIM LAVS D . of ACCESSIBLE WATERP _..AD WATER CLO6ETG D R rn[DICIN_ R19[R: 12• RETURN: 14 CABS 1WWRRORS • . OF RISER CROPS . OF RETURN CROPS: 1 WATER HEATER TT— ELECTRIC eTAR. MO PLANS Me CONFIDENTIAL AND PROPPICTART MATERIAw T CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND10R PRIWLe.eD IWORIwTION. ANY UNAUTHOR—D USe, COPYING, GI.CLOCURE. OR DISTRIBUTION OF THI. PACKA.e, OR ANY OF TH .—INY. CONTAINED TH P& 1..,RICTLY IN -CITE. OT SAC EN HOME. MD, MAT BB UNLAWFUL THESE MATERw. Me PROVIDED TO THE RECIPIENT POP SPECIFIC PURPOSES ONLY AND SHALL NOT DE SCANNED. COPIED, OR OTHERWISE REPRODUCED AND/OR CSTR16UTED TO OTHERS 10. ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION PROM JACMSEN HI THIS DRAWING PACKAGE AND ALL ITS CONTENTS Me THE EXCLUSIVE PROPERTY OP JAC006EN HOMes. ALL RIGHTS RESERVED. COPYRIGHT BOOB REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING 3 ROOF SHEATHING P$ SCALE: NTS 4' No 63802 e � a io OLU v_.= �-- ° p: zz COUNTY ROAD SUIhA 4S6 01 1Tosais �� �'raven: AREA RESERVED' FOR LISTING AGENCY APPROVAL STAMPS: C.YOUNG I cm •.x lm: VED BY Gheeked: M.T./N.T. OGawBWT ��' .. UP P Pl:,vn"H` Daze. 10/28/2009 11/10/09 M.R A P,.NO1. FEET irp, w HR ' / _ ■ m•, MPT-60-MOD M464aN $ITBBL: aV- • 4 Fq ereemc4lT t.nrro er.Te Oft 15 document does not authorize or ny deviation or deviations from the •wrveru•eP MDPAwO.u..i•oA .TUMR me x. Vate•tA nw ..�RR.RE..Y LP Rx E.P•P•..T•m,� W 8 2 uvaxu IRu••^ BY Twe rwnP• wueuu+r a wuwrm. Arrww Ints of applicable State Laws. O F 1 "RN •*.T.rP .x•T Txt 7L•.. x„r< R:v, .E.,.•t.. Tr •:•LP°•R H...eeu AA•terz0 Br . nA+e BrP•P.eD .H..P ..•n AGexn . .oxP ,P m cR•wAr .mx roe nono..A.Pn. r+zR1 M..TP. ii COMPLIES W/ 2007 FLORIDA RES. CODE 1NEC: Epos - C i+. INCLUDING ALL 2009 S. GLITCH SUPPL. DWS: 140 MP A�odel: MOD-464 COPYRIGHT © 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIOA, ALL RIGHTS RESERVED. . e a R SUPPLY L[[LING R[G16T[R 8 SUPPLY DUCT DIAMETER ILB SUPPLY REGISTER SIZE TRANSFER IRBTURN AIRI GRILLS 6 TRANSFER DUCT AIR SYSTEM • BAL RETURNI See SCE PMC 601.401.4 (EXCEPTION R. ALTERNATE, MAY AY E INSTALLED THROUGH THE WALL IN LIEU OF THE CEILING AS SHOWN. RETURN CEILING REGISTER 14r MECHANICAL NOTES: I. ALL AIR SUPPLY REGISTERS UP ARE ADJUSTABLE EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS, 2. INTERIOR DOORS SHALL BE UNDERCUT 11/2° ABOVE THE FINISHED FLOOR FOR RETURN A[R 5. RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM IatC MINIMUM OF VENTILATION. 4. COMMeRCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. S. BATH VENT FANS SHALL Be DUCTED TO THe EXTERIOR OF THE BUILDING. 6. HVAC EQUIPMENT SHALL Be EQUIPPED WITH OUTSIOe FRESH AIR INTAKEIS) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM POR EACH WATER CLOSET AND/OR URINAL WHICHEVER 19 GREATER. TH 9 REQUIRED T 19 1 RED 1 ED O w[n Be INSTALLED ON -CITE, BY OTHERS, ' 7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OP THE HVAC eQUIPMeNT (UNIT). THIS REWD RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR, A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CODE(SI; ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. MECHANICAL NOTES: (CONTINUED): S. ALL DUCTS AND DUCT SYSTEM COM.PONeNTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-6.0. 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL NAVE A MINIMUM R-VALUe OF R-6.0 OR AS ALLOWED BY TABLE 15-410.IABC.2.2 (SEE TABLE NOTESI IN THE FL ENERGY CODE. IDT 1 0. ALL "VAC COMPONENTS INSTALLED 11-11TE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. 17. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE! FBC, ON -SITE, BY 0 HERB, 12. OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE w/ I.C. LDXi ALL DUCTS TO HAVE R-6 MIN. RATING 67 2 10X6 10X6 -@ 0 I �I j 16'4 t I R.A.G. DUCTS .000 $ - 12 f28 14'-0' . -�� BEDROOM #1 ill 171 SQ. Fr. 1 ICJ USE 36 X 1117 FLAT RAFTERS 1 THIS SECTION 4" DUCT: 41 mr\,/-' UQ11 6 DUCT: 554 8" DUCT: 1020 24'-r---I R M-6R 1 L# I I I I � BEDROOM #2 10D SQ. Fr. I F, zg:5eg "V,AC �A1COlIT M004" IRK LIVING ROOM KUM DEPTDEFi, USE 36 X 141 FLAT RAFTERS THIS SECTION CR ML 12X8 &I 47-4 9 1 T V X 8 DINING JACOBSEN HOMES MOD-464 MCP-1995-464* MATURE IOENTULL AND PPO.RIETARY MATERIALS T-R. PACKAGE CON AND/OP P---ED DP AT10N ANY WINO, DIaCLORURE, ORDleia:BUTON ar THIS PMDWOB, DR ANY OP iv NTADRD THEREIN IB STRICTLY P1O 1BD RT JACODSEN NOMEB AND MAY BE UNL.NW[OL THERE IfATERIALo ARE PROVIDED TO THE RECIPIENT POP SPECIFIC PURPOSES ONLY AND BNALL NOT BE SCANNED, COPIED,BOR OTHERWISE REPRODUCED ANIVOR DI-BUTED TO oTHeRB FOR ANT R-E WITHOUT EXPRESS WRITTEN AUTHORIZATION PROM JACOBSEN HOMES, THIS DRAWN& PACS OE AND ALL ITS CONTENTS ARE THE EXCLUSIVE vROPERTY Or JACOBBEN HOMES. ALL RIGHTS REBEPVEO. COPYRIGHT 200D MINIIMUM, I M UIRED EQUIPMENT SPECS: ,AM CLIMAIM ZONES: 1. PROGRAMMABLE THERMOSTAT IS REQUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL Be INSTALLED. IWC 5, FAILURE TO INSTALL HEATING OR COOLING EOUIPMENT THAT PRODUCES THE! TOTAL DESIGN CFM FOR THIS BUILDING RREFER TO APPLICATION Ink ENGINEERING FOR HEATING AND COOLING AND THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTSI MAY RESULT IN AN UNBALANCED DUCT SYSTEM. No 63802 ;i u E AL SS, 11 /6/2009 I iD HSN.IN mutmrAOA ■■miA ,�_, AREA NESERVED-FOR LL%MNG AGENCY APPROVAL STAAl- C.YOUNG e NTnP .m,Rcwm C10D: M.T./NET. o�.,Mt DamR,ewB t0/28/2008 11 /10/09 == ° D� INC. ,wDRw.., __ NO m16N - —M. thladacumentdoosnotauthorUGOr MPT-6B-MOD-96a SI T devlation or deviations from the °CPA s of appllnbl. Stele Laws. 1-1 TD A DOM.MI "l THe ®F�I COMPLIES W/ 2007 FLORIDA RES CODE, {Np�M.�E�CE p B- 1NGLUDING ALL 2009 8 GLITCH SLPPL. irc-- 740 MP �. malls- MOD-484 COPYRIGHT © 2009, JACOBSEN HOMES, EAFEYY HARBOR, FLORIDA, ALL RIGHTS RESERVED. r cl WARNING: INSTALLING A MODULAR STRUCTURE/BUILDIND CAN BE EXTREMELY DANGEROUS. ONLY ` QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING, IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPEN INSTALLATION COULD RESULT IN EXTENSIVE DAW.Oe TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED ON DO NOT HAVE THE PROPER TODLS AND/Dk EQUIPMENT. CAUTION: MODULAR BUILDINGWEITRUCTD Rea CAN WEIGH SEVERAL TONS rT IS VERT IMPORTANT TN I ALL PERSONNEL. ON THE JOB SITE, Be OUALIPIED AND PROPERLY/AOEOUATELY TRAINED, A CERTIPICD BUILDING CONTRACTOR Ib REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY Be MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS, THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. 0 MOD-464 z_ Q W 2 0 W �.Q O U Lw O a Q W .J CO m 'w`aY�"o� NBTALL A D,LY N2 TE I.,NPetNsuueor�T m r0`.D>U uo�e4 nxl[ieooeM eoAzoi wA T[ eDLDIIARe 9 u PLATE awi eHOwN FOR cl4'RnYiu rocerxeR wii 101 [Ise sTiiPSLE eceL ai BIEH NO' OF �a10 TOY oL AR[ N, N Neoul�eo1 - FDux0AT1DN ax NTN Al R 1-1 CDOER ,S111,7NDNTO FOUNDATION ON srt[. BY OTH[RB 4y4 woo° ecR� "IS BY aTHeaO �� FOR sveorlu IwY ee srewNwu4 neRa�sTILn, erei RemeR To N."n DN .-T At MATING LINEI51 CONNECTIONISI 4 ISOMETRIC DETAIL P10 SCALE: N.T.S. AT ALL FRAxNG wrv0 O sNGTxINO I -A- ON Txe G�zTz[ uNc FOR MEIN°� a :iD cent ALL :OR oI T xG TRIA9 ° IIFO.. AIT °N-wrci e[ANe B. XED. IS.SH,no HOUSED°:*e':a,., oxc x axr US are z LOOKI_ M OSM ww9ED RND P UR TRu99 cmx1 K NG 7XHtNG2D 11S.11T1.11 nlu9Mw1N0Eo PPORTI xo Y_ v1T0 -1DAt IFIz[N Icoiil'aBeiHRUSS KIN sr .ACTPRr 1v _O.FAIie OeTA]L OF 111711-1 1 TAIL HAxINuaev4c xi 2 e D[�D TREES. ECTIO HINGBD TRUSS DETAIL OF SECTIONSI GGDRDETAIL a P10 =f SCALE: 4" = 1'-0" P1 Q SCALE: 4" = 1'-0" P10 ZlI Oe,OxrYNIOL�lAxD rD Xeer eoxvecrm. LDDX'TO a/ 1 DR°A°E L,D L.- er 1 N, .PS UP 6[AL1xG REONREx[Ni, cmuweo - uN-6 T.- END-— ANS [EILIx41 10 MATING LINEISI CONNECTIONISI 5 SECTION DETAIL P10 SCALE: N.T.S. DESIGNED WITH SPF LUMBER a.. SHEARWALL DESIGN SPECIFICATIONS M211M °vtS.y GH b CFC APA7TEC0 RATGO GHEATHING SHEATHING FASTENER TIME SHEATHING FASTENER LENGTH IMIN) SHEATHING FASTENER MAXIMUM SPACING EDGES ONLY - NOTE 61 WALL TO WALL WALL TCT FLOOR, d WALL 0 CEILI;iG FASTENER '- ;_ PAbTENE£ 6PAC'J 177.94 Mr SHEATHED ONE SIDE ONLY 16 GAWE STAPLE 1.675 IN 6 IN. O.L. MAX 0.134'0 1/2- NAIL 8524 IN. O.L. MAX. 264.04 PLF SHEATHED ONE SIOE ONLY 16 GAUGE STALE L875 IN ♦ IN. O.L. MAX. D.OVO VV NAIL S745 IN O.C. MAX. 35588 PLF 6HEATHED ONE GIDG ONLY 16 GAUGE STAPLE L375 IN 3 IN. O.C. MAX 0.13Fz3 1/2• NAIL 4.262 IN. O.C. MAX. 45346 PLF 6HEATHED ONE SIDE ONLY 16 GAUGE STAPLE L87S IN 2 IN, O.O. MAX - SEE NOTE 1 GAS- 1/2• NAIL 3.545 IN. O.L. MAX. 218,12 PLF SHEATHED ONE SIDE ONLY 15 GAWE STAPLE LB75 IN 6 IN. O.C. MAX D.13FR5 1/2• NAIL 69511N. DC. NAY. 527.78 PLF SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE I-S IN 4 IN O.C. MAX D13FR3 1/2• NAIL 4,636 IN. OL. MAX. 156.21 PLF SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE 1.B7S IN. 3 W. O.C. MAX. D.13F,0 1/2• NAIL 3,477 IN. DC MAX. 562.52 PLF SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE IA76 IN 2 IN. O.L. MAX. - GEE NOTE 1 GAST- 1/2• NAIL 269E IN O.C. MAX. 268.5 PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE IA75 IN 6 IN. O.L. NAY. OAS- 1/2• NAIL 5.B71 IN. O.C. MAX. 584.58 PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE LB75 IN 4 IN. O.C. MAX 0.15PR3 V2• NAIL 3.944 IN. D.C. MAX. 516E PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE LB75 IN 3 IN. D awl 1/2• NAIL 1956 IN O.C. MAX. 654.36 PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE L675 11 2 IN O.C. MAX - SEE NOTE I 0.15FR5 1/2• NAIL 2.318 IN. O.C. MAX. 292.74 PLF SHEATHED ONE SIDE ONLY Dal NAIL 2 IN. 6 IN. O.C. MAX. 013FR3 1/2• NAIL 5191 IN. O.C. MAX, 441.98 PUP SHEATHED ONE SIDE ONLY O.I31 NAIL 2 IN 4 IN. O.C. MAX. DISPz3 1/2• NAIL 3 50 IN. DG MAX. ' 58SA8 PLF SHEATHED ONE SIDE ONLY OJN NAI 2 IN 5 IN. D. MAX. 0.13PN 1/2• NAIL 2581 IN D.C. MAX. 74B2 PLF SHEATHED ONE SIDE ONLY .331 NAIL 2 1M 2 IN O.C. MAX - SEE NOTE 1 0.13FR3 V2• NAIL 2033 W O.G MAX 71176 PLF SHEATHED TWO SIDES 16 GAUGE STAPLE LB75 IN 3 IN. O.C. MAX 0,13FR3 1/2• NAIL 2.U1 IN. O.C. MAX 87248 PLF BREATHED TWO SIDES 15 GAUGE STAPLE 1.875 IN 3 IN. O.C. MAK 0.131'x3 1/2R NAIL 1738 IN. O.C. MAX. 1170.96 PLF SHEATHED TWO SIDES 0.131 NAIL 2 IN 3 IN. O.C. MAK flER3 U2^ WOOD SCREW 1625 IN. O.C. MAX. 14824 PLP SHEATHED TWO SIDES 0.151 NAIL 2 IN 2 IN. O.C. MAY. - SEE NOTE I Mx5 112" WOOD SCREW 1.608 IN. O.C. MAX. NOTES FOR TABLE 10-1 I. SHEARWALLS WITH SHEATHING FASTENED 2R O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB EDGES/SEAMS AND AT ENDS OF WALL SEGMENTS. 2. WALL STUD SPACING IB 16- O.C. MAXIMUM 3. NO GLUE 15 REQUIRED. SPECIFIED FASTENERS ONLY. A. SHEATHING ON WALL IS NOT REQUIRED TO BE CONTINUOUS ACROSS ANY CONNECTION IWALL TO WALL, WALL TO FLOOR, OR WALL TO CEILING TRUSSI 5. 0220 NAILS OR olO1x NAILS MAY BE SUBSTITUTED FOR MV STAPLES 115 GA OR 15 GAI FOR FASTENING SHEATHING TO FRAMING ON A ONE TO ONE BASIS OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLCS. 6. SHEATHING FASTENING - ALL FIELD FASTCNERS FOR SPECIFIED DESIGN SHEAR VALUES IMF] ARE 3. O.L. MAXIMUM SPACING (ALL FASTENER TYPE% 7. FASTENER SPACING LISTED IN THE TABLE SHALL Be CON51DCRCD AN AVERAGE SPACING. FASTENER5 MAY EXCEED THIS SPACING, AS LONG A5, THE AVERAGE TAKEN FROM ALL FASTENERS IB EQUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED (APPLIES TO SHEATHING AND/OR WALL FA9TENERSI. B. ALL HORIZONTAL SEAMS ARE BLOCKED. , 9. VALUES TAKEN FROM ESR-1939. 10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS IS 1 ur UNLESS OTHERWISE SPECIFIED IN THIS TABLE IWALL FASTENING ONLYL It TABLE VALUES MAY BE INTERPOLATED. 12. ALL VALUES IN THE TABLE ARE BASED ON 3M APA OR TECO RATED SHEATHING - GREATER SHEATHING THICKNESSES MAY BE SUBSTITUTED, 13. TABLE VALUES MULTIPLIED BY 0.82 FOR SPF AND 1.4 FOR WIND. 14. TABLE VALUES ARE BASED ON SIP LUMBER (WALL FRAMINGI O H RU RU IS 1Ns Ar .iUl : rsecrLSE s nxD, s Anne4eDK1 Rl*I sE�1NOLxeOuueHeNT, xn Rea T-TU OMIT° prnome s' AUDD EILIA, MATING LINEIS) CONNECTIONIS) s SECTION DETAIL P10 SCALE: N:T.S. HDU8-5D52.5 7/8" TREADED ROD/ANCHOR BOLT HDUII-GD32.5 V THREADED ROD/ANCHOR BOLT 3" z 7" x 5/16° MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH ITHICKNES9) MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THC SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH 8 PLAN VIEW P10 SCALE: N.T.S. HINGBD TRUSS DETAIL REDO ON NON GED ROOF SECTIONSI __CT10 DETAIL S LE: N.T.S. REO'D MATING LINEIS) DRY-IN/PLASHING � PLAN VIEW P10 SCALE: N.T.S. O SIMP50N F{DUB-SDS2.5 OR HDUII-511525 APPROVAL821 FASTENED TO DOUBLESTUD MEN, (A) OR TO SINGLE STUD AT THE SIDEWALL OR MATING L]NE WALL I01 PER THE MANUFACTURERS RECOMMENDATIONS. HDUB-SD52.5 71BD LB5 HOU11-SOS2.5 9695 L155 41 131 PLOOR JOISTS 151E OTHER DETAILS .111 FOR JOIST SPECIFICS) BELOW SHEAR WALL AREA. �Loorc! / STRAPS MAY BE USED IN LIEU OF THE BRACKETS SHOWN - SEE OTHER DETAILS END VIEWS SIDE VIEW 5HEARWALL FASTENING TO JOISTS (FACTORY INSTALLED) 9 SIDE/END VIEWS P10 SCALE: N.T.S. LANs ARE CD R duMRNO PA-S CONiA1N CONYxD AVD/E PRM-LeceD .1-ATION. ANY JWTION Ow THIS PM%AOE, - ANY OF rxE CONrE O.-UUEO THER— ID AIR.- PRDHieIT[D BY .WCDe9EN NON¢° MD AlMeE UMAWI- THEE MATER4L9 Me vROVtOEDTTO THE RECIPIENT FOR SPECIFY PURPOSES ONLY AND a- NorBeSCANNED• COPIED,ROR OTHERWISE .-S.- ANOMP DISTRIBUTED TO OTti�RS FOR ANY PM+POSE WITHOUT EXPRESS,W FYTEN AUTHORIZATION FROM J4CDBSEN HOMES. THIS DRAWING -AGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOMEN HOMES- ALL RIGHTS RBBERVED.A COP GHr 2000 �HoQ SFFF No 63802 1tLR�T 1 a E I' r, ONp 2f12000UNTYROAO SSUXAll 0611IN, IN 45520 _ utltl9OST16 A III AREA RESERVED. FOR LISTING AGENCY APPROVAL STAMPS: ..YOUNG APPR VIED BY heokad: M.T./N.T. oaw� """ "°""°"° IRS w P as,Ro.nN.. ttt�e' 70/2B/2008 ale: 11/10/09 ` No NlrA I■ - C mR nM MPT-6B`MOD-4845 C' • 1 FA srt4vluur e¢xrte eTArz Approval o his document does not authorize or °� 10 : O F 12 approve an deviation or deviations from the ^aw. A w� eeex MVeTMAeeero ei Te RweDr_: RD L wtDao requlrame Btate..Laws, rMND rP .[ cDNB.w,T wnw TNR .LAND. eALPN: eaoePj Lry o. ,.- COMPLIES W/ 2007 FLORIDA REG. CODE, CEXPDBMTe C' INCLUDING ALL 2009 6 GLITCHSUPPL 2F)RW�5r; - 140 .MPH `gel; MOD=484 COPYRIGHT © 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. IF, C K]DF�[j FLOOR PLAN SHWWAU EVALUATION: ❑■ MODeL NUMBER: MOD-464 DESIGN WIND PRESSURES )DWP): INTERIOR ZONE: 31.4. Per PLAN NUMBER: MFT•68-M00-164 END ZONE: 47.19 PSF DeSIGN W]No SPEED: 140 MPH U SEC. GUSTS) TOTAL EXPOSED SIDEWALL/GAVE AREA: 100 INCHES / 12.0 9.083 FEET �„❑ EA MAX. MN ROOF HEIGHT (MRHi: 15 FEET SICEWALL TRIG. (TOTAL EXPOSED / 2.0), 595 INCHES / 12o 4.542 FEBT E%POSURE: C ROOT PITCH WITH SELECTED TRUSS1.72 / t1 ❑❑❑ WIND IMPORTANCE PACTOR; ]w • 10 ROOF ANGLE WTrH SELECTED TRU59: 11769• IOEGREESI BUl,_q CO q-, 11 Yc�v`Ix��I�gy�■: MAXIMUM ALLOWED DESIGN ROOF ANGLE. 15' 10EGREE1I OR 1.11 / 11 �j®[ 1 .TcRNVELOCITY UHURRICANE PE I Pi 0.18 IEncloes0) f'• `���� �"^ HOMES HIGH ZONE: NO TOTAL DESIGN ROOF HEIGHT 41A5 INCHES / 12.0 3428 FEET OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IP MAXIMUM ROOF ANGLE. SPECIFIED ABOVE, IS NOT EXCEEDED. ALL CALLS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOP ANGLE, SPECIFIED ABOVE, Tqe uexi IF SHEARWALL MIN. SNEARWALL MIN. SHEARWALL orx11, Jwcosseu none. AxD ITa -R. P:.z / �rulxxLo vsinrx iw51D4tdrtecr 4xaroR exalnecR Dr ive eNLDIxD vans swu HEIGHT UNI LENGTH LENGTH 101 es xAxee C MINIMUM ALLOWABLE SHEARWALL LENGTH: Ios / 5.5 50.857 INCHES / 12.0 2,571 FEET PF ixc rnc,sl,orn,cs sTRRciwAL rouFDNcxr, rAro srsicxs RaArlxs Tncscro. WALL 1; D alwTwxo WALL 2; ID r P 1H[ATHwG - _ WALL SECTION: 47,875 INCHES TOTAL TRIBUTARY SPAN: 10.81 FEET WALL SECTION: 110 INCHES TOTAL TRIBUTARY SPAN: 17.53 FEET WALL 5ECTIDW 3fi INCHES WALL SECTION: D WCHES w o rwe WALL SECTION: O INCHES END ZONE DISTANCE: BeFeET w u to r;�se 0+6F. s va w.us 1 sir OC uwz s•wc, • I WALL SECTION: 0 INCHES END ZONE DISTANCe: 0 FEET v.v, x s rn uA1u a sie oc u4z srA<, WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 2.25 FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 17.55 FEET WALL SECTION: 0 INCHES [FEET) WALL SECTION: 0 INCHES IFeeTI WALL SECTION: 0 INCHES [FEET] SIDE ALL TRIB. (Per) WALL SECTION: 0 INCHES (r-EETI SIDEWALL TRIG. (PSPI N T F 7 NCH TOTAL LE N O WALL. 83B 51 ES DISTANCE x OR ROOF HT x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL TO INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS I DIVIDED BY 11000 INCHES / ND ZONE L WALL C GADS: 64 x 4.341 x 471 . 2 POUNDS 8. .9 1Bfi1.B) P V] ED Y 11000 INCHES D] D B / 1 CHE WALL END ZONE LOADS: 0 x 4.542 17.1. • 0 POUNDS TOTALT O d fi.. FEET LENGTH F WALL: F A 10 O WALL INTERIOR ZONE LOADS: 1 41 D5 2 5 n 4.5 x 3La6 911.505 POUN T 1 T TOTAL LENGTH OF WALL. 9. 67 FEE WALL INTERIOR ZONE LOADS; W L Z N 6. P. 33 a541 x 31. 6 1476.307 POUNDS ROOF GND ZONE LOADS: 6.64 n 3.428 x 10 2.6.119 POUNDS I ROOF END ZONE LOADS: 0 n 'A 8 x 10 0 POUNDS is P, .T.Ts•PH ROOF INTERIOR ZONE LOADS: 2.25 x 3.428 x 1D I.13 POUNDS ,wH ROOF INTERIOR ZONE LOADS: 17.55 x 3426 x 10 694072 POUNDS G.DDwx m,.�•Ri TOTAL LOAD POR SHCARWALL: 104BB8B .UNOS L P e.DDxx m,ADx6r ., .T....IxD TOTAL LOAD POR SHEARWALL • 5070.379 POUND; TOTALENGTH OF SH ARWALL• / 6.98 FEET TOTALENGTH OF SHEARWALL: 9.167 FEET R I L 36 355 LF DES GN SHEAR VALUE IDSV). 4. P , DESIGN SHEAR VALUE IDSV: 334938 PLF 1 SNEARWALL HEIGHT. 9 FEET SHEARWALL HEIGHT: 9 PGGT • OVERTURNING POINT LOAD 3178997 POUNDS I R OVERTURNING POINT LOAD- 3014.442 POUNDS - - - - WALL 3: - - - - - - WALL 4: - - - - - WALL SECTION: 110 INCHES TOTAL TRIBUTARY SPAN: 14.95 FEET WALL SECTION: 48.75 INCHE; TOTAL TRIBUTARY FAN: 8.69 FEET WALL SECTION: 0 INCHeS ILI"WALL SECTION: 64.75 INCHES VFRTI� PANEL EDGES w L T WALL SGGiION: O INCHES END ZONE DISTANCE 0 FEET W U' T Uae A—. s Va NAO11 Dir GG xAX ev4ci W WALL 9ECT]ON; 35.5 INCHES END ZONE DISTANCE 8.64 PEST LRe P1tF • s rro xwltl • sYa D. uAv www xe WALL SECTION: 0 INCHe5 INTERIOR ZONE DISTANCE: 14.95 FEET I WALL SECTION' 0 INCHES INTERIOR ZONE DISTANCE: 1 FeET WALL SECTION: O INCHe5 [PCET) WALL SECTION: 0 INCHES IFCtn WALL SECTION: 0 INCHES (FEET) SIDEWALL TRIB. IPSPI WALL SECTION: O 111He9 (FEET) SIOeWALL TRIB. IPSFI TOTAL LENGTH OF WALL, 110 INCHES 4 L • DISTANCE x OR ROOF HT. • DWP LOAD IN POUNDS F WA . 14 INCHES TOTAL LENGTH O LL. 9 1 HE T x OR ROOF NT n DWP • LOAD IN POUNDS DISTANCE DIVIDED BY: / 12.000 INCHES WALL N AL B D ZONE LOADS: POUNDS O 4.Sa2 x 97.1B 0 PO D ED BY: / 12.000 5 DIV]D INCHES WALL END ZONE LO DS: A A 864 4.54E 47.19 1951.872 POUNDS TOTAL LENGTH OF WALL: 9.1.1 FEET WALL INTERIOR ZONE LOADS: 14.95 4.542 • 51.46 2136.225 POUNDS TOTAL LENGTH OF WALL: 12.417 FEET WALL INTERIOR ZONE LOAD5: 1 x 4.542 x 31.46 142.891 POUNDS RODF END ZDNE LDADS; 0 x 3:428 1D 0 POUNDS ROOF END ZONE LOADS; 8:64 x 3,4RB 10 196,179 PDUNDS .rs Nd+nGwvr,u4 ROOF INTERIOR ZONt LOADS: 14.o5 3.428 1D 512.a86 POUNDS I ROOF INTERIOR ZONE LOADS 1 3.428 10 34.28 POUNDS 0 vv x P, c•cT TOTAL LOAD FOR SHEARWALL: 2648.711 POUNDS 7 v R TOTAL LOAD FOR SHEARWALL 2326,222 POUNDS TOTAL LENGTH OF SHEARWALL: / 9.187 FEET TOTAL LENGTH OF SHeARWALL: / 12,417 FEET • DESIGN SHEAR VALUE (DSVI: 38e.B4 PLF DESIGN SHEAR VALUE (DSVI • 187.261 PLF SHEARWALL HetGHT: 9 FEET SHEARWALL HEIGHT: 9 FEET • pert OVERTURNING POINT LOAD: • 2600.46 POUNDSSTkIPCREFE. OVERTURNING POINT LOAD. 1BB5,349 POUNDS WALL 5: wALL NPi .B WALL 6: wuL xoT U1 WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: 0 INCHES TOTAL TRIBUTARY AN O FEET WALL SECTION: 0 INCH WALL SECTION: 0 INCHES END ZONE DISTANCE, O FEET W u to FLoowwuvcDuxo FAOr W4LL nor YD WALL SECTION: 0 INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: or FEET L iD rLoo,mAweelueD rAsi w wAu IIT us WALL SECTION: D INCHES INTERIOR ZONE DISTANCE O FEET WALL SECTION: D INCHES INTCRIDR Z-NE DISTANCE: 0 FECT ' ALL SECTION: 0 INCHES (FeeT) I WALL SECTION: O INCHES )FEET) WALL SECTION: 0 INCHES IFEET) 61DeWALL TRIB. )PSF) WALL SECTION: O INCHeS (FEET) SIDEWALL TRIB. IPEF) TOTAL LENGTH OF WALL: 0 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH DF WALL: O INCHES DISTANCe x OR ROOF HT, x DWP - LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: O %42 • 47.19 0 POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 0 x 4.542 a7.1B 0 POUNDS TOTAL LENGTH OF WALL. 0 FEET WALL INTERIOR ZONE LOADS O 4.541 x 31.4E - O POUNDS TOTAL LENGTH OF WALL. O FEET WALL INTERIOR ZONE LOADS; o 4.542 z 31.4E - 0 POUNDS ROOF eND ZONE LOADS: O 3,428 • 1D O POUNDS ROOF END ZONE LOADS: 0 • 3.428 10 0 POUNDS ROOF INTERIOR ZONE LOADS: O x 3.42. x 10 O POUNDS II ROOF INTERIOR ZONE LOADS: O x 3.428 x 10 0 POUNDS E-DORu Duacr w erv.muq TOTAL LOAD FOR SHEARWALL: 0 POUNDS I e DGwx 16•Ac•eT Ds er,lnluw PO TOTAL LOAD FOR SHEARWALL: 0 UN.5 TDTAL LENGTH OF SHEARWALL/ O FEET TOTAL LENGTH OF SHEARWALL / 0 FEET • DESIGN SHEAR VALUE IDSV): O PLP , DESIGN SHEAR VALUE IDSVk 0 PLF SHEARWALL HEIGHT: O FEET SHEARWALL HEIGHT: 0 FEET D OVERTURNING POINT LOAD: O POUNDS OVERTURNING POINT I.A.: 0 POUNDS - - - WALL �: - - - w.LL N,r 13eD - - I - - WAIy B.- - - - - - wALL nor wtD - WALL SECTIDN 0 INCHES TOTAL TRIBUTARY SPAN: O FEET WALL SECTION D INCHeS TOTAL TRIBUTARY SPAN: 0 FEET WALL SECTION 0 INCHES wnLL rO rLoo,nvuucertlw HIM- WALL SECTION. O INCHeS wA<L ro rLOaR/wAwceluxG r4sr WALL SECTION: 0 INCHES END ZONE DISTANCe: O FEET -IL HIT Us WALL 55CTIOW 0 INCHES END ZONE DISTANCE: 0 FEET wAu nor w WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES IPeeTI WALL SECTION: 0 INCHES (FeETI WALL SECTION: O INCHES FEET SICEWALL TRIO. PSF WALL SECTION: D INCHES FBETI SIDEWALL TRIB. PSF TOTAL LENGTH OF WALL: 0 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN FLINGS TOTAL LENGTH OF WALL: 0 INCHES DISTANCE x OR ROOF HT. n DWP • LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL GND ZONE LOADS: 0 4.641 x 97.19 0 POUNDS DIVIDED BY: / 11,011 INCHES WALL END ZONE LOADS: 0 4.W2 x 4739 0 POUNDS TOTAL LENGTH OF WALL 0 FEET WALL INTERIOR ZONE LOADS: O 4.542 • 51A6 • O POUNDS TOTAL LENGTH OF WALL O FEET WALL INTERIOR ZONE LOADS: 0 x 4.642 x WAG• 0 POUNDS ROOF END ZONE LDADS: O x 3.42. x 10 O POUNDS ROOF END ZONE LOADS: 0 x 3.428 n 10 • 0 POUNDS ROOF INTERIOR ZONE LDA05: O x 3.42. x 10 • O POUNDS niFa1 ROOF INTERIOR ZONE LOADS: 0 x 3428 x 10 0 POUNDS csowx Duuei DB RruPrlu. TOTAL LOAD FOR SHEARWALL: O POUNDS ,e DDwn B,Ac•ei en ­-.1TOTAL LOAD FOR SHEARWALL: O POUND; TOTAL LENGTH OF SHEARWALL: / O FEET I TOTAL LENGTH OF SHEARWALL: I FEET TIADESIGN SHEAR VALUE (DSVI 0 PLF SHEARWALL HEIGHT O PEET , DESIGN SHIIAN VALUE ID5VI: • O PLF SHEARWALL HEIGHT: 0 FEET OVERTURNING POINT LOAD, • O POUNDS OVERTURNING POINT LOAD • 0 POUNDS - - - - - - - - - - - - - - - REFER TO TABLE 10-1 FOR SHEARWALL SHIATHING / PLF TABLE JC®SN HOME 600 PACKA" COURT, SAFETY HARBOR, FL 34695 727-726-1139 }y CONSTRUCTION SPECIFICATIONS: • TF AXLES: ♦ NIN. NUMBER OF RAKE A%LG6 1 BRAKE ARIDNIR FLOOR JDI.TS 1118 OFF 43 BHITLN FLOOR INSULATION R-21 AP LXA99IS 1-BEAM HEIGHT. 10• TTPD REwvABLG FLOOR DGCKINO: UN51. DE. OR I`_FLOOR ..VCRING: UNDF�LG1CIRRf� FLOOR J019T 1PACRIG, IN 0.C. PORLN JOLTS. NA 1 PORCH DECKING: NA v v0e DSMD . OI,6 6PF 45 B PLATE pJRi tx6 11 N & KWRO E180 Be6Ue6 WALL INS. RN TDP PLATE IExTk 2RB BPP /3 EXT. SHEATIONG, 7461 APA GR Tece, - I,- ODORS 6TeeL - FOM COME TNT. ODORS. HOLLOW CORD IS- OR W7 GLA•S) EXT. 1PINI9H: LAP/9TUCC0/HARDI. ITTP.I ROOFING: -1. OR METAL ETrP1 CEILING: TC%TURCD V2• GYPSUM ITYFI R OOF INSULATION R-30 _TCRS: NOT STRUCTURAL IOPTI ROOF SHEATHING.I- APA FATED TRUSSES; LIITCD 11-IDI TRUSS UNIVCRBAL FOREST PRODUCT. TRU59 ;PALING. 16 O.C. AND DG IG IRGFGN A01 Ix `u TU RERN AIR SY [MI APpi TOGY CALL. MIN SttR REFER TO ENERGY LALCS F RI9[R GROPO 1 appr HEAT TYPE ReIeR TO ENERGY LALCB UNIT TYPE RCFER TO ENERGY GALLS RETURN: fa• MGDlcixe CAB. wl MIRROR 1 ar DP .1-RD 1-3 1 DF A11-1BLE WATER GLG.ETPF o 1 xeGlcw_ CAB'1 -R... 4 1 OF RETURN OROP6 ­1 NESTER TYPE: 1 rectu t 1R1c A eTp1L1 AND PLAMB_µe r10 CONINTIN, AND PROPR:erMr 4.1-ALB T.-INT.CINTI Or T.I. GRAVEN. PACKAGe CoryrplN eONr10eN11AL R PXIVILIGIO INFORNATION. ANY UNAUrH 1.1. use, COPnNc, .11CLOSUIe, OR OIBTRI.UTIDN OF THIS PACKAGE CO OR µY Or - 111 CDMAMGD rHlRny IB ST 1 HID PROITIO DY JAC.-I ... µ0 MANLY De UI L iH Be UATIRIK. pRI PROVIDED TO THE RECIPIENT FOR .PGCIPIC PURPOSES ..Y AND SHALL MIT6E 5CANNGO, cO ", OR OTHERWISE REPRODUCED AID/OR DISTRIBUTED TO OTHERS FOR ANY PURFove WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOVGO. THIS DRAWNG PACKAGE AND ALL IT. CONTENTS ARE THE OXCLUSIVE PROPeR Or .)AC065e, HOMH ALL RIGHTS RESERVED. COPYRIGHT 200B 'itEARW,ALL 'vl. N A 4719 -PSF IESIGN SPECS: o B 10 ePSL �j O C 3146 PSF 1 -f" D 101 DESIGN SHEAR VALUE: : DESIGN SHEAR VALUE: 364.333 PLF OVERTURNING FORCE: 5 O PLF OVERTURNING FORCE 327899, Las L55 DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 334.93e PLP OVERTURNING FORCE: O : 0 PLP OVERTURNING FORCE , 3014.441 LBB I„ 0 DESIGN SHEAR VALUE DESIGN SUGAR VALUE: • i1itl 288.94 PLF I 7 I I � OVERTURNING FORCE: OVERTURNING FORCE y 2600.40 LB9. DESIGN SHEAR VALUE: II DESIGN SHEAR VALUE: 1.7,261 PLF PL • jl S OVERTURNING FORCE: ,J,„B OVERTURNING FORCE. j� _ • �'� '� ),q DESIGN SPECIFICATIONS: I 1 ' I�N 1. MILAN ROOF HEIGHT (MQNI: 15 FEET MAXIMUM 10 2. FLOOR LIVE LOAD: 40 PSF EOOF u. )OAP. 20 PSF ' SII 1�6 A. emu: WIND SPEED: 140 MPH (3 SEC. GUSTS) S. WIND IMPORTANQ FACTO@ IW - I.O BU &ding CGt.gory: II 6. WIND EXPOSURE GTEGORT: C I llw 7. INTERNAL PRESSURE COEFFICIENT. GCpI • D.iB IEnLlDaadl k c & c LOADS: A '11 aa D D e. BIDN WIN PRESSURES FOR COMPONENTS0 AND CLADDING IK I Fl Z A .,II PR- ROOF COMPONENT & CLADDING LOAD. ( 7 � �? ZONE 1 . 17.503 PSF-35.455 PSF 14r A .811�[ I ,. ZONES 2 & 3. I7.303 PSF-57.112 PSF Z!!( i. O '( ROOF OVERHANG, O 1?tl ZONE 2.-79.497 PSF � II ZONE 3.-90.387 PSF ` PW . WALL COMPONENT AND CLADDING LOAD. WALL SIDING / O.R SARI): iul ZONE 4 0 36.3 PSF -39.93 PSF y� ZONE S. 36.3 PSF-44.407 PSF k• 1� MWFRS TOADS: 9. DMIGN WIND PRESSURES FOR TEE MAIN WIND FORCE RFSOTIID t SYSTEMS (MINERS) - SHEARWALLS: A. 47.19 PSF (END ZONE OF WALL) it 10 PSF TEND ZONE OF ROOF) j O. 31.46 PSF PINT. ZONE OF WALL) - ) Do 10 PSF (INT. ZONE OF ROOF) STATE STATE OF FLOMA =o o �_ > H = Mz FaEE w S O w �wi• GFd00 SUaOg0. i 2007FRC 1009AOlifgl stn+L 0., s w Q���NN 1' .I � QOH-(D QQ rc3=LL0-ON H.¢z EIFCmCW s I in' 2008 NEC w ¢ oH-z Ems M[OUNGAL z zU'- a H -I Vwr aF.J LL Hj.06ww lual 2007 FRC two s<D��� asoF PWfAwG, ,I 2007 FRC �a �>DDIoE ws¢� .- ow D3 EglOT, FLA. RES. tz �, • N . ' o 63802 x ;•i3•� 0R10P.� i�Z/ONA1- () t„ _ 4 - i I r' Ul 4� yl to II `. 39 COYNIY ROAD 1 SgGA �; � H ;.,pk:OSII•M. W 465E RESERVED FOR LISTING AGENCY APPROVAL STAMPS: JIMA` C.YOUNG 71�7.. M.T./N.T. Rx Imm,wuu �, 10/2B/2008 L� 11/10/09 4..W No ' 3/16" • ,;-ox J NCOse IN ITPIINC. D MF769-MOD-964 aHRET- OF 12 of this document does not authorize or D,;ALrDP:.., L. nT•P, 1T.m �'! my deviation or deviations trom the 1[ iu.,e, run ui¢M :uxP.P ,ax,rn er TrM arm ni.n.�e :nts of applicable State Laws. Pw ^rn^•,xx, T rx n ,,. . DRrx..rlrrD x.HDrR.IrDx.LwP .o THL�� ,.>_L n> COMPLIES W/ 2007 FLORIDA RES. CODE, "rTt WEB Exp..... C INCLUDING ALL 2009 6 GLITCH SUPPL 140 .MPH MODEL• MOD=4B4 COPYRIGHT © 2008, JAC065EN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED 44 111 1 1 r t �. • EXTERIOR GLAZING PROTECTION IN WIND—BORNE DUS-R1§1 REGIONS: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SI" PPLI•E'D. WITH- THIS BUILDING / STRUCTURE. ALL WIND-BORNE DEBRIS PROTECTIOLN LL BE ON THE _§m;I APPROVED STATE OF FLORIDA PRODUCTS LIST AND THE LCICAA HORITY MAY REQUIRE INSTALLATION BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. IF APPROVED EQUIPMENT IS NOT INSTALLED, FOLLOW THESE INSTRUCTIONS AND THESE MATERIAL SPECIFICATIONS: BUILDINGS/STRUCTURES THAT ARE INSTALLED IN WIND BORN! DINHU. 1E.U.N6 SHALL HAVE :NE°FBOR7•TnU;DIRG-CODCFBCLTFIGURE 1609,I FORT REGIONS REQUIRING THIS ADDITIONAL NOT REQ'D WHEN IMPACT RESISTANT ARE INSTALLED. _WIN_DOWS PROTECT— CONTACT THE LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL TO DETERMINE - � ­. --Rh IFYOUR SPECIFIC AREA IS LOCATED IN A WING -BORNE DEBRIS REGION, 6~-' 14 THE REQUIRED PROTECTION FOR ALL EXTERIOR GLAZING MAY Be PROVIDED BY THE FOLLOWING: O1 WIND-BORNE DEBRIS REGIONS WA 110 MPH MAX. WIND SPEEDS (PER 1609.1.4 OF FBQ: WIND-BORNE DEBRIS REGIONS WITH WIND SPEED IN EXCESS OF 140 MPH 050 MPH MAX.): WIND-BORNE DEBRIS REGIONS WITH WIND SPEED IN EXCESS OF 150 MPH (MAXIMUM): O T/lfi° MIN. APA RATED SHEATHING POR OPENING UP TO B FEET MAX THE SHEATHING PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEBRIS REGIONS WITH WIND SPEED PROTECTION OF EXTERIOR GLAZING IN WIND -BORN[ DEBRIS REGIONS WITH WIND SPEED SHALL BE PRECUT 50 THEY MAY BE ATTACHED TO THC FRAMING 5URRDUNDING THE IN EXCESS OF 140 MPH SHALL Be PROVIDED TO COMPLY WITH THE IN EXCESS OF 150 MPH BN{LL BEe_!OVIDED TD COMPLY WITH THE FLORIDA BLILD]uG caoe P R M NT B DING OFFICIAL OR A PEG C lN]YH-POUR LDCAL BUIIA] DEPARTM OPENING CONTAINING THE PRODUCT WITH THE GLAZING. THE PANEL SHALL BE PRE- CHECK WITH YOUR LOCAL BUILDING DE A T E / UI ]STEREO ;F K- ENT/BUILDING OFFICIAL OR 4 REGISTERED DRILLED AS REQUIRED MPI ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACCDRD- PROPEa SIGNAL ENGINEER FOR THE REQUIRED PPOTECTION PROCBOURBB AND MATERIALS. PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS. ANCE WITH TABLE 160B.14 OF THE FBC [SEE BELOW], WITH PERMANENT CORROSION ONLY RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE ^ T AAY BC FOLLOWeO BUILDING 15 PERMITTED FORBUILDINGS H A M AN OF HEIGHT MR OF 55 FEET 1 PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEBRI5.REGIONS WITH WIND SPEED WITH E ROOF I ( HI EE OR LESS 1150 MPH MAXIMUM WINO SPEED). OF 150 MPH, BUT v/ AN EXPOWURE 00.E{TER THAN C, SHALL ALSO Be PROVIDED PER THE CBL THE ROTECTION FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED SHEATHING CHECK WITv,.YOUR LOCAL pU1L01NG DEPARTMENT/BUILDING OFFICIAL OR A REGISTERED INSTAL LED OVER THE WINDOWS AND DOORS PER TABLE 12-1. SPECIFIED SHEATHING PROPS NAL ENGINEER F9R THE REQUIRED PRDTCCTION PROCEDURES AND MATERIALS. SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS. (� ALL DESIGNS F8R THESE AREAS ARE ON -SITE, BY OTHERS. WINO -BORNE DEBRIS PROTECTION PASTENINO TABLE 1609.1.4 FASCHEDULE FOR WWO D STRUCTURAL PANELS DUR . B A •a R r nun. arAx M Rem +R +e la R L B IS M G NOTES: I. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED OF 150 MPH 6 MEAN ROOF HEIGHT OF SY OR LESS I. FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL_ 5. • WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION ANCHORS HAVING A 15004 WITHDRAWAL CAPACITY. s \I JACOBSEN HOMES PLYWOOD AND FASTENING TABLE TABLE 12-1 150 MPH 13 SEC GUSTS) MAX. - EXPOSURE c MAX. NOTE5: L TH[6 TABLE IS BASED ON A MAXIMUM WIND SPEED DP 15D MPH S MEAN PDOF HEIGHT OF 451 DR L[SS. 2. USE 410 SCREWS w/ MININU.V 2 112R SCREW PENETRATION INTD BUILDING WALL FRAMING. 5. FA5TENER5 SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL. 4. WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION ANCHORS HAVING A IS004 WITHDRAWAL CAPACITY. 5UILDING DESIGN SPECIFICaiTION.'. A�. STRUCTURE INTO ANY �VJ[ND `ARE WHENEVER POSSIBLE, REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW OR DOOR fj t TO THE EXTERIOR WALL. PLAL[ TNB REQUIRED PLYWOOD I512ED PER TABLE t1-1) OVER THE WINDOW OR DOOR AND PA STEN THE PLYWOOD LAUD FRAMING WHEN R-1 INTO THEAVING THROUGH THE NOTES WHERE YOU PREVIOUSLY REMOVED THE FASTENERS. IP YW WNNOT INSTALL THE NEW SCREWS THROUGH THE WINDOW OR DOOR FLANGE, THE MAXIMUM CEO— PROTECTION WILL Be INSTALLED DIRECTLY THROUGH THE EXTERIOR SIDING MATERIAL INTD THE WALL SIZE`• 76° X 86, FRAMING. IP THI5 METHOD IS USED, ONCE THE WIND-BORNE DEBRIS PROTECTION 15 REMOVED, THE HOLES IN THE SIDING SHALL BE SEALED WITH A SILICONE BASED CAULK f TO PREVENT WATER DAMAGE TO THE WALL SHEATHING BENEATH THE EXTERIOR SIDING. -.x / sa euR IN ALL CASES, WHEN THE WIND-BORNE DEBRIS PROTECTION IS REMOVED IT SHOULD BE _ STORED AWAY FOR FUTURE USE. - 1 EACH END OP EACH INTERMEDIATE HORIZONTAL 2 . 4 BRACE TO Be SECURED w/3 110 . 4 1/ SCREWS / TYPICAL FASTENER INSTALLATION FASTENING SPACING PER TABLE 12-t \ / / SPACING PER / / TYPICAL WINDOW INxe 2R TRue n-R / • TAV STRUCTURAL SHEATHING CUT TO OVERLAP WRTJDW FLANGE V ON ALL SIDED. 150 MPH MAXIMUM 150 MPH MAXIMUM / 6ECURC T/IB^ SHEATHING TO 2 R 4+a w MINIMUM IOn NAILS OR Use NO W000 9CREW5 AT 4R OZ. MA%]MUM SPACING ITNIS INCLUDES SHEATHING BEAM i LOCATED AT CENTER 2 [ 41 t v NAIL/SCREW LENGTH IS 1 3— ALL SEAMS IN THE PLYWOOD SHALL OCCUR OVER FRAMING. ALL SCREWS TO Be INTO BUILDING SHALL BE #10 WOOD SCREWS MIN. BCE TABLE 12.1 AND NOTES FOR LENGTH AND REQUIRED SPACING 150'MPH MAXIMUM THESE LTAaa AID PµNB Me CPNFIDENTML AND PROWGITART MATERIALS THE CDNTeNT6 OF THIS PRAWNG PAOXAGE CONTAIN CONFIDENTIAL ANONR PPMLBGBD IUPORMATION. ANY UNAVTHOSt Lee, COPING, O —SMIt. OR DISTRIBUTION OF TIGB E. OR AIR OF THEEN CONTTS COMAINeO Twe R[IR IS STRICTLY PROHIBI X+C et DDBeN HP.- AND MAT Be UNLAWFUL THEME MATSRMLR Me PROVIDED TO THe RECIPIeNT FOR SPECIPIC PURPOSES ONLY AND — NOT BE 6CANMED. COPIED, OR OTHERWISE REPRODUCED AID/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT eXPRISS WRITTEN AUTHORIZATION PROM JACOBSEN HOMES. THIS DRAWING PACRAGO AND ALL ITS CONTENTS ME THE EXCLUSIVE PROPERTY OF JACOBSEN No— ALL 116171 RESERVED. COPYRIGHT 200R I!- MOD-464 I `' Fo • • 'jI No 63802 gin S. V '. '. * "i GO E ' <L is�0 • AL al' 11/6/2009 S w� O Lil .a OUNIY ROAD IS UIIE/I '.I.. Uv IS. V ro sD•s - PPROVAL STAM^ c AREA^RESERVED FOR LISTING AGENCY APS: ��`^/xoulNG d� iOVEI 11 BY caxHvucmmN nrz BiTc - _. o Qrked: M.T./N.T. Date: 1.12B/20D8 11/10/09 �RDD 4�c� A OM. NO I' le: B/t6P . r-o• INC.wNRR J�o�eeN MFT-68-MOD-464 -f1EEI I of this data entdoes notauthorize or any deviation VD n or deviationsLeLa from the 12 O F 11�4' .Sots a/ applicable Stain Laws FIL T"~uFBVTI- m iccT.nl°.H• rP :' COMPLIES W/ 2007 FLORIDA RES. COD[ ,` s W���EE.: E po0uINCLUDING ALL 2009 G GLITCH' SUPPL UWS: 140model: MOD COPYRIGHT (0 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIO,% ALL RIGHTS RESERVED