Loading...
HomeMy WebLinkAbout5939 15TH ST ROBERT E. GREGG HOMES OF MERIT, INC. D C A C 27 3 REGISTERED ARCHITECT 630 CHESTNUT ST. O CLEARWATER. FL 33756 P.O. BOX 2097 R PHONE:727)- 91-642 N O 1 \ I D A FAX:(727)-791-6942 0 0 HWY 100 EAST LAKE CITY, FLORIDA 32056 w � INDEX PAGE CODE SUMMARY: TOTAL HEATED 1494 SQ. FT. PAGE 1. COVER PAGE o STATE RESIDENTIAL ELECTRICAL MECHANICAL PLUMBING ENERGY FE PRE'EN110N LIFE SAFELY FUEL ACCESSIBIUTY PAGE 2. ELECT. PANEL SPEC. 9.96 SQUARE FEET NET FREE AREA OF PAGE 3. ELEVATIONS 2004 FLORIDA • 2004 FLORIDA ATTIC VENTILATION TO BE PROVIDED 2004 FLORIDA 20D4 FLORIDA 2004 11 c N RESIDENTIAL 20D4 FLORIDA 2004 FLORIDA ENERGY EFFICIENCY FIRE PREVENTION 2003 NFPA 101 LIFE RESIDENTIAL CHAP 11 O BY SOFFIT AND RIDGE VENTS/ROOF VENTS. PAGE 4. FLOOR PLAN FLORIDA BUILDING CODE 2015 NATIONAL RESIDENTIAL RESIDENTIAL CODE FOR BUILDING CODAFETY CODE NG CODE ACCESSIBILITY FLORIDA 5: m ELECTRICAL C0� CONSTRUCTION E 2003 NFPA S BUILDI 101 W/2DD4 CODE 2005 2006 BUILDING CODE BUILDING CODE 2005 do 2006 005 k 2 Supplement 2016 25&2D16 0 25&2006 W/2004 FFPC REVISIONS Supplement 20�Op5�.:t)6 N 0_ 9.96 SQUARE FEET NET FREE AREA OF PAGE 5. COLUMNS Supplement Supplemen Supplement REVISION CRAWL SPACE VENTILATION TO BE PAGE 6. HVAC DUCTS PROVIDED BY FOUNDATION CONTRACTOR. PAGE 7. DRAIN LINES vDjD o.o PAGE 8. ON FRAME FOUNDATION LAYOUT TRUSS PACKAGE Date 2 J7;>-, sa. `.�AI O27 cD UNIVERSAL FOREST PRODUCTS PAGE 9. OFF FRAME FOUNDATION LAYOUT App ro ed sy GICOr r S. .HAA (-:#S < LI) 13'-4" WIDE MODULES 0 TRUSS # /PITCHES ATTIC ACCESS REQUIRED C3676ROl (3/12 VAULT) NO 2004 FLORIDA N [HM5WO1 C201503 (6/12 VAULT) YES RESIDENTIAL - O-dUs .` ttl"IGIIIIQII Examiner a 1— 0 (6/12 FLAT) YES . Florida LICen;.£; No. SUIP-42 1 z 0 of AIz r„�1 r� °.r. L �� PLYWICII.3LL BUILDING CODEO LORIDA BUILDh J RICCO FANt,. 2005 Supplement D a (/'1 C'I','of zEI�1 ivt1LLS ORDINANCES FLORIDA STRUCTURAL LOAD LIMITATI❑NS: FLOOR PSF. LOAD: Z 1. O NOTES: SEE THE STATE APPROVED CONSTRUCTION PACKAGE FOR ` \ ROOF LIVE LOAD: LISTING ?w t,: ROOF CONSTRUCTION DETAILS, FOUNDATION DETAILS AND , 2. 20 PSF. AGENCY APPROVAL E-i r (- TYPICAL CONSTRUCTION DETAILS. ND LOAD: > THESE PRN1T5 COMPLY Dee j5 ~ 0) FLORIDA MANUFACTURED BUILD— 0 Q 1. 130 MPH -(3 SEC.) WIND SPEED. MG ACT OF 1979 CONSTRUCTION < p FLORIDA TYPICALS MUST ACCOMPANY THESE 2. Iw = WIND IMPORTANCE FACTOR. LODE AND ADHERE TO THE Fa- W N LLJ - BLDG. CAT. II ENCLOSED. LOONS CRITERIA 0 PLANS UPON SUBMITTAL. ADDITIONAL HINGED ROOF 3. C WIND EXPOSURE CATEGORY. O1n•T'�PE —R-3 0 0 O DETAILS MUST BE INCLUDED WHEN HOME IS BUILT 4. GCpi=0.18 INTERNAL PRESSURE COEFFICIENT. ALLOWABLE NO. m 0 LL. WITH HINGED ROOF. 5. D.w.P. FOR c/c PSF OF FLOORS1 Pr = ROOF COMPONENT & CLADDING LOAD. WAND w.oci 13 S C. ! r ) O DIR.YATIN OF D V a. _ !J ACTUAL CONSTRUCTION METHOD AND PRODUCTS MAY VARY FROM PLAN REVIEW AND INSPECTION REQUIRED BY ZONE 1 = -31.5 PSF PLAN NO. 2201-0257F W DETAILS CONTAINED IN THIS DOCUMENT PROVIDED THE METHOD OF ZONE 2,3 = -55.8 PSF , FLOOR w CHAPTER 633 F.S., TO BE HANDLED BY LOAD CONSTRUCTION AND PRODUCTS ARE ADDRESSED IN THE MASTER LOCAL FIRE SAFETY INSPECTOR. ROOF OVERHANG 2 �-_�1 CONSTRUCTION MANUAL LOCATED AT THE MANUFACTURING FACILITY. ZONE 2 = -68.6PSF APPROVAL DATE ZONE 3 = -115.3 PSF MANUFACTURER HOMESOFMERIT NOTE: BUILDING INSULATION VALUES: Pw = WALL COMPONENT & CLADDING LOAD. HURRRICANEZ0NE NO COMPLETION OF THIS BUILDING TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL DESIGN CODES. ALL WORK TO BE WALLS R-19 WALL : ( WINDOWS, DOORS ) 0 COMPLETED BY A LICENSED CONTRACTOR AND INSPECTED BY ZONE 4 = -40.0 PSF LOA 41025 A. LOCAL BUILDING OFFICIAL. FLOOR R-11 ZONE 5 = -49.0 PSF 6 NOT DESIGNED PLACEMENT ON CEILING R-22 THE'UPPER HALF OF A HILL ORESCARPMENT THIRD PARTY NUUIE: EXCEEDING 15 FEET IN HEIGHT. ''STRU'CTURE HAS BEEN DESIGNED FOR INSTALLATION ON WINDOWS: U = 0.35 7. THE MODULAR STRUCTURE MAY BE LOCATED IN AN HILBORN, MRNER, CARTER SITE - BUILT PERMANENT FOUNDATION AND IS NOT (AE) FLOOD ZONE PROVIDED THAT THE STRUCTURE IS & ASSOCIATES LOCATED ABOVE THE BASE FLOOD ELEVATION. 1627 SOUTH MYRTLE AVE. INTENDED TO BE MOVED, ONCE SO INSTALLED." CLEARWATER, FL 33756 PAGE 1 2201-0257F ROBERT E. GREGG ELECTRICAL SCHEDULE PANEL SIZING REGISTERED ARCHITECT 630 CHESTNUT ST. O CLEARWATER, FL 33756 I PHONE:(727)-796-8774 N J) w FAX:(727)-791-6942 N Z BRKR. NO. NOMENCLATURE VOLTS WIRE CU. NM DESCRIPTION KVA N w 20 1 PORTABLE APPLIANCE 120 12/2 GFCI FLOOR AREA 1494 SF X 3 VA =1000= 4.48 o Q U \ (Z 20 2 PORTABLE APPLIANCE 120 12/2 GFCI 3 SMALL APPLIANCES AT 1500 VA./1000= 4.5 w 20 3 GFCI RECEPTACLES 120 12/2 GFCI BUILT-IN OVEN AT 4.8 KW.= 4.8 15 4 GENERAL LIGHTING 120 14/2 AFCI COUNTER MOUNTED COOK TOP AT 7.4 KW =. 7.4 o � a 15 5 GENERAL LIGHTING 120 14/2 AFCI RANGE AT 8.0 KW.= a U 15 6 GENERAL LIGHTING 120 14/2 AFCI WATER HEATER AT 5.5 KW = 5.5 0 2 m 15 7 GENERAL LIGHTING 120 14/2 OPT. DISHWASHER AT 1.4 KW.= 1.4 N 15 8 GENERAL LIGHTING 120 14/2 WASHER AT 1500 VA./1000 1.5 a00 15 9 GENERAL LIGHTING 120 14/2 DRYER AT 5.0 KW. = 5.0 20 10 EXT. GFI RECEPT 120 12/2 GFCI c° Q Lo 30 (2P) 11 WATER HEATER 240 10/2 OPT. GARBAGE DISPOSAL AT 1.9 KW.= 1.9 20 12 WASHER 120 12/2 OPT. WHIRLPOOL TUB AT 1.2 KW.= 1.2 0 vi 0 Q 30 (2P) 13 DRYER 240 10/3 ~ v 0 N 0 20 14 DISHWASHER 120 12/2 °' N L'-o -a 40 (2P) 15 RANGE 240 8/3 TOTAL LOAD 37.68 40 (2P) 16 COOK TOP 240 8/3 FIRST 10 KVA AT 100% 10.0 0 C° Ln 0 40 (2P) 17 BUILT-IN OVEN 240 8/3 REMAINDER AT 40% 11.07 20 18 GARBAGE DISPOSAL 120 12/2 HVAC AT 100% Q 15.8 AGENCY APPROVAL W Ld 0 19 HVAC COMPRESSOR SIZED PER MFR. SPECS. PRIUF � WG ACT OF 1979 CONSTRUCTION F-i X 0 0 COD AID TO THE FO- 20 20 HVAC BLOWER SIZED PER MFR. SPECS. TOTAL 36.87 CONST.TWPE `/B TOTAL X 1000 W NO. 1 R o 15 21 SMOKE DETECTOR 120 14/3 AFCI 240 = 154 Cl) _ WAND VELOCITY 130(3SECi w (� 20 22 WHIRLPOOL TUB 120 12/2 INSTALL 200 AMP PANEL WALLS°` - 0 w PLAN NO. 2201-0257F O 20 23 PORTABLE APPLIANCE 120 12/2 GFCI Low°W 40 Z APPROVAL DAIS 2 ? MANUFACTURER HOMExSOF}ERIT HIGH VELOCITY NO HURRICANE ZONE COA/1026 �7 THIRD PARTY o &LASSOCIAATTERS ER, CARTER PAGE 2 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 2201-0257F ROBERT E. GREGG REGISTERED ARCHITECT 630 CHESTNUT ST. CLEARWATER, FL 33756 PHONE:(727)-796-8774 FAX:(727)-791-6942 O ,Cn `I W 90" MIN. WALL_HEIGHT_ --- --------- ----- 108" MAX. WALL HEIGHT _—_----___-__ RU UU H ❑ ❑ 4 a FINISH FLOOR NH FRONT ELEVATION RIGHT ELEVATION -_- 108" MAX. WALL HEIGHT ® DO __ __ LH ❑ ❑ ________________ FINISH FLOOR REAR ELEVATION LEFT ELEVATION HILBORN, WERNER, CARTER THIRD PARTY: 627 S0UlTH�M'IRTLE AVE. CLEARWATER, FL 33756 ELEVATION NOTES: AGENCY„OVAL HOMES OF MERIT, INC. SEE CROSS-SECTION FOR METHOD OF ROOF VENTILATION. T I OF C wR 0 P.O. BOX 2097 CO ACT aF DIIE 1 TO 7WcONF oWND ro TME - Jfl HWY 100 EAST NOTE: UNDERPINNING AND STOOPS ON SITE c.TYPE \ I1\1° LAKE CITY, FLORIDA 32056 OCCUPANCY R_3 BY OTHERS TYPICAL ONLY. OOFF FLOORS WMO YEtocr Y 1w3SEGj Date: 2-19-07 Revisions Cad#: FC273-03 FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1—SQUARE FOE RA1MG OF EU.WALLS -0 FOOT NET VENT AREA 1/150th OF THE FLOOR AREA, AND A P,,,,,„G, 22m�,S7F Dr n: P.F. 18"x24 MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY LOAD "00" _ _ OTHERS AND SUBJECT TO LOCAL JURISDICTION. ROVAL DATE 2.21.07 Scale: 1/8"=l' °AM,ACTum HOM IT Code: D (07) 2201-0257F STAIR(S) AND HANDRAILS ARE SITE INSTALLED, DESIGNED THIRD PARTY �- BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. HIL6oRN.WERNER,CARTER DCA: Print: 627xOU YRTl1 AVE. mWa FLORIDA DCA FC273 PAGE 3 CLEARWATER,FL 33756 OA#1O2 56x26-8 3BR 2B FR ELEVATIONS 18-33/4" 56'-0"26'-8" WIDE HOME HITCH �' 9'-4" 8'-0" - 12'-Oy2" 10'-7y2" 5 5'-43/8" 10'-75/8" ROBERT E. GREGG ECT OPT. 200 A 1 0/240V. 1 WP R s3O CHRED ESTNUT ST. S ELECTRIC PANEL. '-83/" OPT. SGD • CLEARWATER, FL 33756 WHIROL 51. 5/"- 41 30'-55/8" 1'-5" PHONE.(727)-796-8774 CIR #22km GFL6Qx6� FAX :(727)-791-6942 OPTIONAL RECEPT 0 Wp 19'-x/4" OPT. 21x48 G 8� 36X15 36X60 �- 38X8 SG = 3Qx6 roO I W H PANTRY OVEN & - - flj- 1 1 1 1 2" V.T.R. -..� 1 1 V.T. OPT. WH MICRO 5_ EItN SWITL`FT-' C u- 8 _ aX 4I I I UITY 8 CIR #11 RECEPT DINING ROOM 5 BEDROOM #3 j I o Id OVEN MICROWAVE oa I I W/H ACC. CIR #17 CIR #23 A-HALF w M-BATH \ OPT. OPT. RECEPT 8 w 2 q T \5 1 I 5 •5 WASH DRY LINEN = Q x ) 4 3" V.T.R. 12 13 U I I \ 5 CO 21 M GFCI CIRTK � "e... OPT. DISHWASHER / RECEPT 3 ' I WALK IN �_ / - 8 i� CIR #14 �U�NEN 5 -- CLOSE 4 i i ®° / ° T � + 0O / M j INE� I MIN 25 O L 2 Qom=/ \ " U _=7$g 5 - CLEAR OPT. GARBAGE 4 CIR #18 DISPOSAL 21 6 N 22W x 30L # 21 RA ( AGENCY APPROVAL o ATTIC ACCESS REQ'D. 6 N ALL PLENUMS TO MIN 25 IF HEIGHT OF RAFTER R.A. GRILL 7 \ I CO THERE cawURr wBU TME I- INFLORIDAC CONSTRUCTION S a 4 BE LINED W MIN. CLEAR GREATER THAN 24" ' 6 I CODE AND ADHERE TO THE FOL- 18- w z w 3/8'° GYP, (TYP.) ATTIC LIGHT REQ'D RETURN AIR Lowmc cRnEmA — — WITH ATTIC ACCESS DROPOUT I WALK IN I CONST.TAE VS ,a w i 21 ` CLOSETJ _3 0 5 J w OF FLOORS T 6 1 q°* w�ro woan 134(3SEC.) r r1 v W -$6 6 7 G! — _ HALE FIRE R Au5 OF _�— w' o BEDROOM #2 SAN Na 2201-0257F za MASTER BEDROOM °�°o LIVING ROOM ( LOAD 40 ALAN FLOOR O M N Fq Qi1,1jA 0O u z z 4 �q ( q I APPROVAL DATE 2 /'O7 ti p O H F 7 I MANUFACTURER H04EMEMERIT w a 3 O — WALK IN MANUFACTURER Q v CLOSET URRRIC51 CAANE?a+E NO =0m 4 6 7 7 6 �3-Qx6l alzl@ 36X60 E 36X60 2-36X60 WP 0 4717� 36X60 E COA 1Dz5 44'-03/4" 24'-03/4" 16'-8}�8" 8'-9Y2" THIRD PARTY FLORIDA TYPICALS MUST ACCOMPANY 17'-4" 22'-8" 10'-8" THESE PLANS UPON SUBMITTAL. HILASRN.ASSOCIATES .CARTER ADDITIONAL HINGED ROOF DETAILS 16'-0" 166227 S0O UTE YRTLE MUST BE INCLUDED WHEN HOME IS OPTIONAL ft 33756 BUILT WITH HINGED ROOF. 22'-8" 1494 sq. ft. HEATED AREA DORMER • X110 RECEPT 0-240 RECEPT EXIT SIGN o HOMES OF MERIT, INC. DIRECTIONAL EXIT SIGN P.O. BOX 2097 FLOOR RECEPT Ii (INSTALLED BY OTHERS) NOTES: o (1915 SE STATE ROAD 100) LAKE CITY, FLORIDA 32056 I G.F.C.I.. RECEPT BATH FAN 1. ALL INTERIOR PASSAGE DOORS TO BE A MIN. 24 X 68 UNLESS OTHERWISE NOTED. 8 G.F.C.L. COMB. VENT FAN & LIGHT 2. HOME MAY BE BUILT IN MIRROR IMAGE. Date: 2-19-07__[ Revisions Cad#: FC273-04 THERMOSTAT ELECT. PANEL BOX 3. MAX. 8 S.F. FOR OPT. SKYLIGHTS (KITCHEN OR 2 BATHROOM LOCATIONS) • HANDICAP DIRECT: SIGN 4. ROOF Dr'n: P.F. INCANDESCENT LIGHT (INSTALLED BY OTHERS) ATTIC ACCESS NOT REQUIRED ON 3/12 PITCH. FLUORESCENT LIGHT ® SINGLE SWITCH INTERIOR FINISH MATERIAL Scale: 3/16"=l' OUTSIDE LIGHT ® DBL. SWITCH CEILING - 1/2" MINIMUM GYPSUM BOARD INSTALLED PER MANUFACTURER'S SPECIFICATIONS. Code: D (07) 2201-0257F IIWALL - 3/8" MIN. GYPSUM BOARD INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SUPPLY AIR DUCT E3 CEILING JUNCTION BOX Model: Print: RETURN AIR GRILL FLOOR - BLOCK TILE OR LINOLEUM MAY BE USED IN WET AREAS. CARPET, BLOCK TILE, FLORIDA DCA FC273 PAGE 4 OUT SMOKE DETECTOR OR LINOLEUM MAY BE INSTALLED IN ALL OTHER AREAS.RA ® & DROP 56x26-8 3BR 2B FR FLOOR PLAN Page is too large to OCR. 18'-33/4" HITCH 26'-8" WIDE HOME 5'-43/8" 10'-75�g" ROBERT E.RCHIT 8>_0» s 12'-0�2" 10'-7y2" 4 3 2 1 24" O.C. RE630 CED ARCHITECT 9 -4„ 8 7 6 5 830 CHESTNUT 37 CLEARWATER, FL 33756 23 22 21 2 19 18 17 16 15 14 13 12 11 10 C9 1 -5„ PHONE:(727)-796-8774 28 27 26 25 2 30'-55/8" J FAX :(727x791-6942 51'-53/4" 41'-83/" 19'-83 o LiJ L_ — "� O MICRO "d fl I I $X4 II 4 12x6 II 4 n Q II II 10X6 H J 12x6 7 II 00000 10X6 0 /� RAG 4 - - - - n ®®° 6 0 /// 7 8 14x6 / 0 14' C-----� 00 I RA I LISTING AGENCY APPROVAL 14 1HESE PPoN75 COMPLY BL THE I INC AC OAryUFACTUREO BUILD- ING ACT DF 1978 ppN57RUCT10N C� CODE AND ADHERE TO THE FOl- CV F— I I LOWING cRrtEPoA (n U (,Q CONST.TYPE R-3 O6 7 I OCCUPANCY -� — 6 AUOWABIE Na (�j W 7 14x6 14x6 — — of FLooas LLJ 14x6 14x6 RAG RAG VM VELOCITY 130(3SEC.) CV > RAG RAG 10x6 12x6 g-HALF ExT.wAiis IIF 0 1 Ox6 — — —1 p.* NO. 2201—o s7F II 1 2x6 I ALLOW.FLOOR 40 Oq LOA0 APPROVAL DATE �Fq�i1 I LO MANUFACTURER HOM SOFM RIT Cqc� I URRRICANE ZONE-L--L------ O COA;1023 THIRD PARTY 44'-03/4" 1 HILBORN, WERNER, CARTER 51-4," &ASSOCIATES 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 190 -861 7 6 5 4 16" O.C. 1627 SOUTH MYRTLE AVE 42 41 40 39 38 37 36 35 34 22 8 CLEARWATER.FL 33756 1494 sq. ft. HEATED AREA OPTIONAL 22'-8" HOMES OF MERIT, INC. DORMER p P.O. BOX 2097 (1915 SE STATE ROAD 100) o LAKE CITY, FLORIDA 32056 14" RISERS THROUGH OUT Revisions Cad#: FC273-06 Date. 2-19-07 " ON ALL. OVER DOOR GRILLS 8 DUCT Dr'n: P.F. NOTICE Scale: 3/16"=1' 22010257F Code: D (07) CROSSOVER DUCTS ARE LOCATED IN THE ROOF. THE CROSSOVER Model: Print: PAGE 6 SHOULD BE MADE BEFORE BOTH HALVES ARE SLID TOGETHER. FLORIDA DCA FC273 56x26-8 3BR 2B FR ROOF DUCT ROBERT E. GREGG REGISTERED ARCHITECT 630 CHESTNUT ST. CLEARWATER,FL 33756 PHONE:(727)-796-8774 NOTE: FAX :(727)-791-6942 CLEANOUTS NOT REQ'D. AT FIXTURES IF P-TRAP REMOVES FROM TRAP ARM. CLEANOUT REQ'D. IF P-TRAP REMOVES M.V. 1 1/2" P-TRAP FROM U BEND OF TRAP. n LAV. m 1/2" V.T.R. n J 1 1/2" P-TRAP w LAV M.V. 2" P-TRAP W.C, - - - - - 2" TUB FIELD INSTALLED Q 2" AN-OUT 2" FACTORY INSTALLED LTTY 3" V.T.R. 3 REDUCER CLE 2"\ M V TO SEWER LTTY \ 2„ 2" P-TRAP \ WASH //LTTY � M.V. 2" P-TRAP \ 3" 3" / SHOWER LTTY \ 2/ / 1/2" P-TRAP1 " LISTING 1 1/2" V.T.R. AGENCY APPROVAL LTTY 4 // LAV W.C. THESE STRU 3 LOWING CLEAN-OUT CRITERIA ,�'I/ 2' 2" P-TRAP OCCUPANCY R-3 \3" 3" TUB DOERS NO. 1 \, ` WINO VELOptt 130(3SEC:) 1 FIRE RATING OF M.V. 3" ` EXT.WALLS O OPT n 2" LTTY \ REDUCER PLAN NO. 2201-D257F SINK D W \ Imo.FLOOR 4D \ APPROVAL DATE ��� \ / MANUFACTURER HGMES M IT \ 3" 3" / HIGHVNlEpTONE O FIELD INSTALLED \\ // 2"P-TRAP \ / lua@ \ / COA 11025 / CLEAN-OUT THIRD PARTY HIIBORN, WERNER, CARTER &ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER,FL 33756 HOMES OF MERIT, INC. 0(4ii1YJfflJ P.O. BOX 2097 (1915 SE STATE ROAD 100) LAKE CITY, FLORIDA 32056 Date: 2-19-07 Revisions Cad#: FC273-07 Dr'n: P.F. NOTE!!! ALL PIPE SIZES ARE 2" UNLESS OTHERWISE NOTED. Scale: 3/16"=l' D.W.V. SYSTEM Code: D (07) 2201-0257F Model: Print: PAGE 7 FLORIDA DCA FC273 56x26-8 3BR 2B FR DWV HITCH �' ROBERT E.GREGG REGISTERED ARCHITECT 630 CHESTNUT ST. CLEARWATER,FL 33756 PHONE:(727)-796-8774 FAX:(727)-791-6942 56'-0" 16"MIN. 16MIN. o MAX. SPACING OF I-BEAM BLOCKING 5'-4" 32 ""MAX. 32"MAX. VERTICAL TIE DOWN VERTICAL TIE DOWN -- -- - ANCHOR. (TYPICAL) ANCHOR. (TYPICAL)- m 45'-4" 41'-4" -- -- - - - -------- -- ---- --- -- - -- - -- LONGITUDINAL LONGITUDINAL I LL1 ANCHOR > ANCHOR ��--I-BEAM LOCATION p C Ic I a I I I LONGITUDINAL LONGITUDINAL - ANCHOR I- ANCHOR I--��--I-BEAM LOCATION COLUMN GROUND ANCHOR___\\ COLUMN GROUND ANCHOR I - - - - - - - -T,L - -� MARRIAGE LINE N LONGITUDINAL I B I LONGITUDINAL I ANCHOR � 'j- ANCHO- �`�° I-BEAM LOCATION 36'-6" TO 16'-0" TO I CENTER OF COLUMN CENTER OF COLUMN T A I LONGITUDINAL LONGITUDINAL ANCHOR -��- -- Q - - �8 - --- - --1- ANCHOR - -� " I-BEAM LOCATION I I - - - ---- -- -- - -- ----- - -- --- ---- - -- - --- --- --- ------- - A VERTICAL TIE DOWN SEE BLOCK AND ANCHOR DETAILS VERTICAL TIE DOWN ANCHOR. (TYPICAL) ANCHOR. (TYPICAL) HOMES OF MERIT, INC. COLUMN 0 P.O. BOX 2097 HWY 100 EAST LAKE CITY, FLORIDA 32056 NOTE: DETAILS 'A', 'B' & 'C' COLUMN JOIJOIST -, Date: 2-19-07 Revisions Cad#: FC273-08 ARE LOCATED ON THE 1. TYP. 8X16 CONCRETE BLOCK UNLESS OTHERWISE NOTED.COLUMN PIER MUST 2. FOUNDATION SHOWN IS FOR MIN. SOIL BEARING CAPACITY 2000 PSF. Dr'n: P.F. FLORIDA TYPICALS LOCATED ON COLUM 3. CONCRETE COMPRESSIVE STRENGTH 2500 PSI IN 28 DAYS. OR DOUBLE PERIMETScale: 3/16"=1' PAGE 5. ADJACENT TO THE C 4. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS 2,000 PSF. IF THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN 2,000 PSF. AN ARCHITECT/ENGINEER Code: D (07) 22010257F MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON-EXPANSIVE SOILS ONLY. Model: Print: PAGE 8 FLORIDA DCA FC273 FOUNDATION LAYOUT 56x26-8 3BR 2B FR HITCH `' ROBERT E GREGG ' ,, REGISTERED ARCHITECT 56 -1 630 CHESTNUT ST. CLEARWATER, FL 33756 EXTERIOR FOUNDATION WALL I PHONE:(727)-796-8774 SEE FOUNDATION DETAILS. SIDEWALL FAX :(727)-797-6942 _ - - _ - - - _ - - - _ - - - _ - - - _ - - - _ _ ■ -- - --. ii . . I WITH 18" x 24" MINIMUM ACCESS PANEL LOCATION CORROSION RESS" x 16" VENT TANT WIRE MESENING H NOT CONDITIONS. I I (WITH MIN 026 SQ FT LESS THAN 1/4" NOR MORE THAN 1/2" IN ANY DIRECTION. (TYPICAL) 1 SQ. FT.OF VENT REQUIRED FOR EVERY 150 SQ. ENDWALL FT. OF CRAWL SPACE MINIMUM. ALTERNATE FOOTING • - H ' ____ '-0"-- - - I MARRIAGE (- - � - - - - � - - � - -I • I WALL --------------------- ---------------------------- I i 36'-6" TO 16'-0" TO N I COLUMN FOOTING COLUMN FOOTING . I I I 18x24x10 SOLID CONCRETE FOOTING FOR I CENTER LINE BLOCKING 5'-4" O.C. MAXIMUM. OPTIONAL 10x16 CONTINUOUS FOOTING ( I ENDWALL FOR CENTER LINE BLOCKING REINFORCED I CONTINUOUS CONCRETE BLOCK WALL ON CELL 10" x 16" CONTINUOUS CONCRETE FOOTING, vERT. REINFORCED PER LOCAL CODE REQUIREMENTS WITH MIN. 2- #5 REBAR I z� L - - - - - - - - - - - - - - - - - - - - ■ • - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -•J NOTE:��yy' ... 1 1. FOUN4QATION DESIGN IS 6. ALL FOUNDATION 10. FOUNDATION MAY BE BASED N 130 MPH WIND. CONSTRUCTION, MATERIALS, 29'-1 1/2" WIDE FOR EASE 2. FOUNDATI WN E AND INSTALLATION SHALL \OF INSTALLATION MINIMUM REQUIRED BY BE IN ACCORDANCE 11. ROVIDE APPROVED STANDARD BUILDING CODE WITH ALL APPLICABLE ( ERMITE PROTECTION. ALL FOUNDATIONS STATE AND LOCAL CODES. 12. FINISH GRADE SHALL BE HOMES OF MERIT, INC. SHALL BE DESIGNED FOR 7. ALL REINFORCEMENT BARS SLOPED AWAY FROM THE 0 @1 P.O. BOX 2097 ACTUAL SITE CONDITIONS. SHALL COMPLY WITH ASTM FOUNDATION FOR DRAINAGE. HWY 100 EAST A615. GRADE 60 3. MINIMUM SOIL BEARING REINFORCEMENT BARS 13. A VAPOR BARRIER LAKE CITY, FLORIDA 32056 CAPACITY 2000 PSF. CONSISTING 0 ' 6 MILS VISQUEEN CONCRETE COMPRESSIVE SHALL BE EQUALLY SHALL BE INS T} LE-el OVER THE STRENGTH 2500 PSI SPACED WITH 3" GROUND SURFACE WITHIN THE Date: 2-19-07 Revisions Cad#: FC273-09 IN 28 DAYS. CLEARANCE FROM BOTTOM CRAWL SPACE. AND SIDES OF THE FOOTING. 4. FOOTING SHALL BE PLACED LAP SPLICES TO BE 14. THE MODULAR STRUCTURE MAY BE Dr'n: P.F. ON NON-EXPANSIVE SOILS 48 BAR DIAMETERS. LOCATED IN AN (AE) FLOOD ZONE ONLY, MIN. 12" BELOW FROST 8. MASONRY UNITS SHALL PROVIDED THAT THE STRUCTURE IS Scale: 3/16"=1' LINE. COMPLY WITH ASTM C90 LOCATED ABOVE THE BASE FLOOD Code: D (07) 2201-0257F 5. TYP. 8X16 CONCRETE BLOCK 9. MORTAR SHALL BE TYPE ELEVATION. UNLESS OTHERWISE NOTED. M OR S. Model: Print: PAGE 9 FLORIDA DCA FC273 56x26-8 3BR 2B FR FOUNDATION LAYOUT Co C HOMES OF MERIT, INC. w J a �`o° ~ I 0 OEM P.O. BOX 2097 HWY 100 EAST FLORIDA TYPICAL W 0 0 o z W o LAKE CITY, FLORIDA 32056 COVER PAGE zoo F KZ p 130 mph Exp. C Q w w N O J Q C Y i Y THESE PLANS (TYPICAL DETAILS) INCLUDE DESIGN FOR PORTIONS 143 m h Ex Bin OF THE FACTORY BUILT MODULAR STRUCTURE AND SITE BUILT CONSTRUCTION. THESE PLANS AND DESIGN PLANS FOR ALL OTHER ELEMENTS DESIGNED BY OTHERS AND/OR SITE INSTALLED MUST BE o SUBMITTED TO AND REVIEWED BY THE DESIGN PROFESSIONAL IN O RESPONSIBLE CHARGE (DESIGNER OF RECORD) FOR COMPATIBILITYLU WITH THE DESIGN OF THE OVERALL BUILDING PROJECT AS REQUIRED w PACE 1 . COVER PAGE W BY THE APPLICABLE CODES AND LAWS. Q v . 0 0 PAGE 2. GENERAL NOTES o r H o>Q 0 ACTUAL CONSTRUCTION METHOD AND PRODUCTS MAY VARY FROM 000� DETAILS CONTAINED IN THIS DOCUMENT PROVIDED THE METHOD OF PAGE 3. HOME WITH STEEL FRAME (COVER PAGE) maw I I CONSTRUCTION AND PRODUCTS ARE ADDRESSED IN THE MASTER ~ =ast°d O o Q CONSTRUCTION MANUAL LOCATED AT THE MANUFACTURING FACILITY. PAGE 4. ON FRAME CROSS SECTION PAGE 5. FOUNDATION DETAILS PoLcn O a o NOTE: PAGE 6. HOME WITHOUT STEEL FRAME (COVER PAGE) o COMPLETION OF THIS BUILDING TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL DESIGN CODES. ALL WORK TO BE PAGE 7. OFF FRAME CROSS SECTION O COMPLETED BY A LICENSED CONTRACTOR AND INSPECTED BY A LOCAL BUILDING OFFICIAL. PAGE 8. FOUNDATION DETAILS 0 PAGE 8A. POURED FOUNDATION WALLS PACE 9. ENDWALL CROSS SECTION `° H 0 NOTE: PAGE 1O. TYPICAL POTABLE WATER SUPPLY LINES "STRUCTURE HAS BEEN DESIGNED FOR INSTALLATION ON H_ SITE - BUILT PERMANENT FOUNDATION AND IS NOT INTENDED TO BE MOVED, ONCE SO INSTALLED." o Q WNW � x o 0 00 -i m W o CODE SUMMARY. W o < STATE RESIDENTIAL ELECTRICAL MECHANICAL PLUMBING ENERGY FIRE PREVENTION LIFE SAFETY FUEL ACCESSIBILITY 2004 FLORIDA * 2004 FLORIDA 2004 (BC 2004 FLORIDA 2004 FLORIDA ENERGY EFFICIENCY FIRE PREVENTION 2003 NFPA 101 LIFE RESIDENTIAL CHAP 11 RESIDENTIAL 2004 FLORIDA 2004 FLORIDA CODE FOR BUILDING SAFETY CODE BUILDING CODE 2004 FLORIDA 2005 NATIONAL CODE 2003 NFPA ACCESSIBILITY CODE o FLORIDA BUILDING CODE RESIDENTIAL RESIDENTIAL CONSTRUCTION 101 W/2004 p005 & 2006 ELECTRICAL CODE BUILDING CODE BUILDING CODE 2005 & 2006 I C Supplementplement 2005 & 200622006 SupplementSupplement Supplement Supplemen, REVISION NOTE: WHERE CONFLICTS EXIST BETWEEN THE 2005 AND 2006 SUPPLEMENTS THE REQUIREMENTS OF THE 2006 SUPPLEMENT SHALL GOVERN. PAGE 1 E 5.0 C:\ currents and Setdngs\AUser\Local Settings\Temp\FL-T'P1-06.dwg,1/29/2007 5:00:33 PM Page is too large to OCR. co o w HOMES OF MERIT wJ IQ r�o L l5 O P.O. BOX 2097 FLORIDA ° LAKE CITY, FOLOR DA 32056 HOME WITH STEEL FRAME o Q M 0 "' w w F �O a NOTES: DF- oO O _ d(o� R c� Q 1 . THE STEEL FRAME LOCATED UNDER THIS HOME IS FOR PERMANENT SET-UP THE FOLLOWING PRINTS ARE TO wN<O AND NOT INTENDED FOR RELOCATING THE HOME AFTER INITIAL SET-UP. ONLY BE USED WHEN STEEL whoa Q w 2. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL FRAME REMAINS ON HOME. Y BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. _ a 3. TIE-DOWN STRAPS TO BE 1-1/4" X .035" TYPE-1, FINISH B, GRADE 1 ZINC CROSS SECTION PAGE 4 w COATED STEEL STRAPPING CONFORMING WITH ASTM D3953-91 . TIE-DOWN STRAPS a a� AND CONNECTING HARDWARE SHALL HAVE 3150# MINIMUM WORKING CAPACITY. BLOCK AND ANCHOR PAGE 5 F---I w C o 4. GROUND ANCHORS SHALL HAVE 3150# MINIMUM WORKING, CAPACITY, AND Q 3w SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S FOUNDATION (SEE HOUSE PACKAGE FOUNDATION PAGE) Q w SPECIFICATIONS. DESIGN OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND, DIAMETER OF HELIXES, ETC., TO BE AS SPECIFIED BY THE > Q GROUND ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. H 9 IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND ANCHORS ARE BELOW O O O Q THE VALUES SPECIFIED ABOVE A ARCHITECT/ENGINEER MUST BE CONSULTED o FOR AN ALTERNATE ANCHORAGE DESIGN. 5. I-BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90° FROM THEO ORIENTATION SHOWN ON THE FOUNDATION PLAN). PIERS MUST BE LOCATED DIRECTLY BELOW THE I-BEAM CENTERLINE. 6. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. o (MANUFACTURER'S RECOMMENDATION ONLY - OPTIONAL WHEN NOT SHOWN) . o 0 SLIGHT ADJUSTMENT MAY BE REQUIRED TO INSURE OPENABILITY AFTER INSTALLATION OF BUILDING IS COMPLETE. DETAIL A-1 - z 0 7. THE FIRST TIE-DOWN STRAP FROM ENDWALL SHALL NOT EXCEED 1/2 THE OPTIONAL CONTINUOUS STRIP FOOTING ° MAXIMUM SPACING INDICATED. o o in ci 8. ALL PIERS SHALL BE CONSTRUCTED OF STANDARD WEIGHT 8"X8"X16" MASONRY TO BE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90 HAVING A COMPRESSIVE LAYED UP WITH STRENGTH fm'=2000 PSI. (MIN.). MASONRY UNITS SHALL BE LAID IN TYPE ! TYPE M OR S MORTAR M OR S MORTAR. PIER FOOTINGS SHALL BE DESCRIBED AS ABOVE. z Q MORTAR co 9. ALL PIERS SHALL BE CAPPED WITH 2X8 SYP PRESSURE TREATED SILL PLATES, ( Z; LI) 0 FULL LENGTH OF PIER. I-BEAM PIER 8X8X16 OPEN FINISH CELLED OR SOLID CEMENT 10. CONTINUOUS STRIP FOOTING FULL LENGTH OF HOUSE MAY BE USED IN LIEU BLOCK (TYP)-NOT TO H OF INDIVIDUAL 16"x16"x8" FOOTINGS FOR I-BEAM PIERS. SEE DETAIL A-1 GRADE r_ EXCEED 8'-0" O.C. 0 < Q TO RIGHT OF PAGE. W N w 11. ALL CONCRETE SHALL BE STANDARD WEIGHT (150 PCF.) WITH A MIN. F o X 00 COMPRESSIVE STRENGTH OF 3000 PSI. AT 28 DAYS. r f`16� 4-#5 REBAR ` w m o LL MIN. 12" O 12. THE AREA UNER FOOTINGS AND FOUNDATION SHALL HAVE ALL VEGETATION, DEPTH BELOW FINISH GRADE ---' o STUMPS, ROOTS AND FOREIGN MATERIAL REMOVED PRIOR TO THEIR SUBJECT TO LOCAL CODES 4" Min. = U CONSTRUCTION. W Li] 13. THE PERIMETER GRADE SHALL BE SLOPED AWAY FROM THE BUILDING TO MASONRY PIERS MAY BE PROVIDE POSITIVE DRAINAGE. THE GRADE OF THE GROUND UNDER THE LAYED UP USING SURFACE Q BUILDING SHALL NOT BE LOWER THAN THE LOWEST SURROUNDING FINISH BONDING CEMENT PER �- LOT AREA GRADE IN ORDER TO PREVENT THE ACCUMULATION AND STANDING ASTMC 887 IN ACCORDANCE N a °' OF WATER UNDER THE BUILDING. WITH THE MANUFACTURER'S 14. TERMITE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS AND INST. o APPLICABLE CODES WHEN REQUIRED BY SUCH CODES. THE FIRST COURSE OF MASONRY MUST BE LAID IN 16" 15. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. TYPE M OR S MORTAR. REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3" CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING. LAP SPLICES TO BE 72 BAR DIAMETERS. REINFORCEMENT BARS SHALL BE UNCOATED DEFORMED BARS (NO EPDXY). PAGE 3 C:\I cuments and Settings\AUser\Local Settings\Temp\FL-TYP3-06.dwg,1/19/2007 3:01:58 PM,\\ENG-SERVER\HP L3 5200 E 5.2 GENERAL CROSS SECTION NOTES DETAIL B LU TRUSS PACKAGE 12" MAX. GABLE 0 INSTALL TRIMLINE RIDGE VENTS UNIVERSAL FOREST PRODUCTS 48" MIN. 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL I—BEAMS MUST ALONG CENTER LINE OF RIDGE '-4' DE MODULES ta'-6' WIDE MODULES ROOF SHEATHING J I Z 13 WI COMPLY WITH ASTM A36, YIELD STRENGTH = 36 KSI I n- QO " MIN. FREE AIR (PER. MANUFACTURES INSTRUCTIONS) DETAIL C > 2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASTM B 18.2.1 SPACE REO'D. OR EQUIVALENT. SEE HOUSE PACKAGE ENDWALL 1 > ~O ~ ~ Fyb=60 KSI MIN. ALL BOLTS MUST COMPLY WITH ASTM A307. L-- UJ rl U ALL NAILS ARE COMMON NAILS UNLESS OTHERWISE SPECIFIED. ATTIC VENTILATIONLU Q U- 3. SEE HOUSE PACKAGE FOUNDATION PLAN FOR PIER, SITE INSTALL MIN. 3/8" x 6" LAG SCREWS SIDEWALL '� STAGGER JOINTS 48" O.C. MIN. 0 m Q O zik FOUNDATION WALL AND TIE DOWN ANCHORAGE LOCATIONS, STAGGERED FROM SIDE TO SIDE AT 24" O.C. 16" MAX. 0O = -p (..fl ORIENTATIONS AND SPECIFICATIONS. OR 16" O.C. MAX. LAG SCREWS MUST PEN. SEE HOUSE PACKAGE 7/16" ORIENTED STRAND BOARD, RATED SHEATHING EXP. r o 0 1 3/4" MIN. INTO ADJACENT MODULE TRUSS. 1- 24/16 TO BE FASTENED TO TRUSSES WITH 15 GA 7/15" Q F-F-ZO r'') 0 U W O 4. SKY LITE OPTIONS, SEE FL. ENERGY CROWN STAPLE X 2 1/2" LEG OR EQUIVALENT AT 4" O.C. CALC'S FOR MAX. ALLOWABLE. ON EDGES AND 3" O.C. IN FIELD. _ F- U FIRST 4 FEET FROM END WALLS SPACE TRUSSES F- - =1k O < AT 1/2 OF LISTED SPACING OR DESIGN TRUSSES NOTE: FIELD FASTENERS MAY BE 6" O.C. IN AREAS NOT W CONTINUOUS MIN. 2x3 SPF #3 RIDGE EACH HALF. LOCATED WITHIN 3 FEET OF ENCWALLS OR AT OVERHANGS. Z SEE "DETAIL B" ABOVE FOR END ZONE CONDITION. Z 0 0 NOTE: SHEAR LOAD ON ROOF DIAPHRAGM AT END WALLS SHALL W N 0 J < SEE H.V.A.C. PLAN FOR CEILING DUCT SPECIFICATIONS. LISTED ENGINEERED TRUSSES AT 16"O.C. OR NOT EXCEED 151 PLF FOR THIS SHEATHING MATERIAL AND FASTEN RIDGE BEAM TO EACH TRUSS 24" O.C. PER DCA PACKAGE FASTENING. PER STRUCTURAL PACKAGE LISTED ROOF TRUSS DESIGN LOADS: L1_ 1/2" (WITH ALT. FLAT CEILING) LIVE LOAD 20 PSF TOP CHORD DEAD LOAD 6 PSF TOP CHORD 0 1 1/2 APPROVED RIDGE BEAM LIVE LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF BOTTOM CHORD ROOF COVERING OVER 7/16" OSB, m RATED SHEATHING, MINIMUM EXP.-1 24/16 - > m 1/2" 3/4" 1 1/2" RAFTER BEARING WEDGE ROOF INSULATION (BLOWN) SEE ROOF SHEATHING DETAIL. U wr- O 1 1/2" 12 FASTEN EACH TRUSS TO TOP PLATE WITH (3) -M BAFFLE INSTALLED TO KEEP BLOWN -� 3 MIN. ;:(8X3" WOOD SCREWS z < INSULATION FROM BLOCKING VENT AREA. 12 6 MAX. EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: 3 I-m w O 2x6 MIN. FINISH FASCIA U Q Q SEE APPROVED PACKAGE FOR EDGE BRACING INSTALLATION: Q RAIL SPLICE REQUIREMENTS. CEILING INTERIOR FINISH z O O 3 t L- Y MIN DBL. STRUCTURAL SHEATHING SHALL EXTEND 0 1 of LD r O SOFFIT WITH VENT _ _ _ _ CEILING TILE IS FASTENED INTO ENDWALL 2X4 #33 SPF TOP PLATE W/ _ _ CONTINUOUSLY FROM TOP OF SIDEWALL I—, m a N w 0 0 Q Q TOP PLATE WITH 15 GA. x 7/16" CROWN SIMILAR BLOCKING AS SIDEWALL TOP PLATE TO LOWER EDGE OF FLOOR h-7-1 = `D U I U FASTEN EACH TRUSS WITH STAPLE WITH 1" PENETRATION 4" O.C. DBL 2x6 SPF#2 RIMRAIL. ALL SHEATHING EDGES TO BE HLi 4 L SIMPSON H-10 HURRICANE STRAP w/8 26 GA. x 1-1/2" STEEL STRAP FROM 16" MAX j TOP PLATE. SUPPORTED BY 2" NOMINAL LUMBER #8 x 1 1/2" WOOD SCREWS PER STRAP CEILING TILE IS FASTENED INTO SIDEWALL j TRUSS TO WALL STUD AND/OR FROM OF THE SAME SIZE AND GRADE AS THE (N END. (TYPICAL SIDEWALL) OR EQUIVALENT TOP PLATE WITH 16 GA. x 1" CROWN RIDGE BEAM TO WALL STUD AT 16" EXTERIOR WALL FRAMING (MIN.). 0 _0 19/32 STURD-I-FLOOR 20 O.C. CRIPPLE STUDS 2x6 STAPLE WITH 1" PENETRATION 4" O.C. a O.C. W/ 7- 16 OR 15 GA. x 1 1/8" in EXTERIOR WALL STRUCTURAL BRACING ENDWALLS: OR 19/32 O.S.B. EQUIVALENT_ SPF #3 AT 16" 0/C STAPLES PER STRAP END PLUS STRAPS AT OPENINGS/COLUMNS PER FLOOR PLAN. a BRACING INSTALLATION: BOTTOM PLATE 2x6 SPF #3 2x HEADER PER APPROVED (TYPICAL EACH MARRIAGE WALL) Q z EXTERIOR WALL— N> STRUCTURAL SHEATHING SHALL EXTEND Ln NOTE: SHEAR LOAD ON WALL STRUCTURAL PACKAGE o STUDS 2x6 SPF #3 O zo CONTINUOUSLY FROM ROOF SHEATHING SHEATHING SHALL NOT EXCEED 0 26gc. X 1 1/2" STEEL STRAP FROM WALL INTERIOR FINISH o AT 16" 0/C. w TO LOWER EDGE OF FLOOR RIMRAIL. 237 PLF FOR THIS SHEATHING N (n r Q WALL STUD TO FLOOR RIM JOIST o I v1 a ALL SHEATHING EDGES TO BE MATERIAL AND FASTENING. TYPICAL WINDOW, SEE FLOOR m r a U AT OPENING STUDS AND 16 13'-4" MIN o/c w/7-15go. x 1 1/8" STAPLES PER PLAN FOR SPECIFICATIONS MARRIAGE WALL OJ SUPPORTED BY 2" NOMINAL LUMBER O < Z 0 STRAP END. (TYP. SIDEWALLS & ENDWALLS) MIN. 2x4 STUDS #3 SPF 14'-6" MAX In OF THE SAME SIZE AND GRADE AS THE cn O SILL PLATE PER APPROVED WALL INSULATION z EXTERIOR WALL FRAMING (MIN.). STRUCTURAL PACKAGE GRADE 16" 0/C w w -1 RIM JOIST 2x8 SPF #2 26 GA. x 1-1/2" STEEL STRAPS FROM W/ KRAFTBACK w U BRACING MATERIAL: N W CRIPPLE STUDS 2x6 BOTTOM PLATE MIN. 2x4 SPF #3 WALL STUD TO RIM JOIST AT 16" �—3 aJ _� o a SPF #3 AT 16" 0/C 0/C W/ 7- 15 GA. x 1 1/8" STAPLES wm 1n 3/8" APA RATED SHEATHING EXP. 1, EXP. 2, Q Q (n OUTRIGGER 16'-0" o/c MAX. L MODULE PER STRAP END PLUS STRAPS AT z EXT., OR 3/8" APA RATED SIDING EXT. OR 7/16 O.S.B. RATED SHEATHING EXP CROSSMEMBER 8o/c MAX. 1-14/ 47 34" 47 34' '-0" " OPENINGS/COLUMNS PER FLOOR PLAN. z 2 . 1. FASTENED x 1 1/4" x 11gc. ANGLES WELDED TO BOTTOM (TYPICAL EACH MARRIAGE WALL) FLOOR INSULATION v~¢ WITH 15 GA STAPLE W/7/16 CROWN x 1 3/4" LEG OR BOTTOM OF I-BEAMS AND FAST. TO FLOOR (TYPICAL) o z EQUIVALENT 4" O.C. EDGES AND 8" O.C. IN THE JOISTS WITH 5/16" X 3" LAG SCREWS. (TYP.) m N FIELD. OPTIONAL LAG LOCATION 5/16"x3" LAG SCREWS WITH FLANGE EXTERIOR MATERIAL ID AT EACH FLOOR JOIST (TYP) 95 1 2" ALL EXTERIOR MATERIALS MUST MEET REQUIREMENTS SEE FLOOR JOIST PRESSURE TREATED OF SECTION R301, INCLUDING 'LARGE MISSILE TEST' Z. PIERS SPECIFICATIONS SILL PLATE (TYPICAL) H CV 3" THICK MAX. _ N) 1 1/2" THICK MIN. FLOOR JOIST SPECIFICATIONS E- r\ F- TYP. I-BEAM PIER FOOTER. SEE BEAM - M12x11.8 FOUNDATION PLAN FOR DETAILS. OR M10x9 (OPTIONAL 2x8 SPF#2 MIN. FLOOR JOIST and RIMS FOR 13'-4" MODULES 0 V� Q M8x6.5 FOR MODULE 2x8 SPF#2 MAY BE REPLACED BY 2x10 SPF#2 O W O LENGTHS NOT 2x10 SPF#2 MIN. FLOOR JOIST and RIMS FOR 14'-6" MODULES SEE "CHART—A" PAGE #5 FOR ANCHOR EXCEEDING 40 FT. SPF#2 MAY BE REPLACED WITH SYP#2 X O 0 SPACING REQUIREMENTS TYPICAL) GROUND LEVEL ALL FLOOR JOIST ARE 16" O.C. O O Lei NOTE: FLOOR SYSTEM IS NOT DESIGNED TO CARRY CONCENTRATED 0 SITE INSTALL LOADS FROM COLUMNS. SEE FOUNDATION PLAN FOR SUPPORT O >_ MIN. 3/8" x 5" LAG SCREWS STAGGERED SEE DBL. RIM JOIST FASTENING DETAIL REQUIREMENTS AT MATE LINE AND SIDEWALL COLUMNS. _ INTERIOR FINISH MATERIAL EXTERIOR FINISH MATERIAL FROM SIDE TO SIDE AT 32" O.C. MINIMUM (DESIGNED BY OTHERS) LAG SCREWS MUST PENETRATE 1 3/4" MINIMUM CEILING - 1/2 INCH, HIGH STRENGTH, ROOF - SHINGLES INSTALLED PER INTO ADJACENT MODULE RIM JOIST. DOUBLE TOP PLATE DETAIL W REINFORCED TYPE GYPSUM MANUFACTURER'S SPECS. SHINGLES 0 LU BOARD, APP. FOR WET SHALL BE INSTALLED OVER 15# FELT, 2 TR4SSS AT x Q FINISH APPLICATION. LAYERS FOR PITCHES UP TO 4/12 AND DBL. RIM JOIST FASTENING DETAIL SIMPSON H-10 HURRICANE STRAP w/8 T24R o1 c. MAX. INSTALLED PER MANUFACTURER'S 1 LAYER FOR 4/12 AND STEEPER. #8 x 1 1/2" WOOD SCREWS PER STRAP 03161, TAS 107 OR ASTM 07158 IN SPECS. (POPCORN FINISH) OPT. SHINGLES SHALL COMPLY WITH ASTM FASTEN INNER 2x8 (or 2x10) RIM TO JOIST w/4-16d END. (TYPICAL SIDEWALL) OR EQUIVALENT x 3 1/2" NAILS, 5-10d x 3 1/4" NAILS, 6-8d x 3" DOUBLE ACCORDANCE WITH THE CLASSIFICATIONS LISTED IN TABLE 1507.2.10 OF THE FBC. NAILS or 9-15go. x 2 1/2" STAPLES. TOP PLATE WALL - 3/8 INCH MINIMUM GYPSUM BOARD SHINGLES SHALL COMPLY WITH ASTM 3/8 INCH MINIMUM VINYL COVER 03462. GYPSUM BOARD IN BATHROOMS. 3/8" MIN. GYPSUM W/16" o/c STUDS 1/2" MIN. GYPSUM W/24" o/c STUDS WALL — 5/8" TI-11 APA RATED PANEL SIDING _— OR VINYL HORIZONTAL LAP SIDING 2x8 JOIST (MIN.) l.J INSTALLED PER MANUFACTURER'S - FLOOR - BLOCK TILE OR LINOLEUM IN SPECIFICATIONS. BRICK VENEER, WALL STUDS BATHROOM AND OTHER WET AREAS. STUCCO, OR OTHER APPROVED — AT 16" o/c MIN. CARPET, BLOCK TILE, OR LINOLEUM FINISH SITE INSTALLED BY OTHERS, u f IN ALL OTHER AREAS. FLOOR FINISH SUBJECT TO LOCAL APPROVAL. OUTER 2x8 (or 2x10) RIM FASTENED TO INNER UUU MAY BE FIELD INSTALLED ALL WALL FINISH MATERIAL SHALL BE RIM w/1Od NAILS @ 10" o/c STAGGERED TOP INSTALL 26 GA GALV. STRAP STUD TO INSTALLED OVER APPROVED MOISTURE AND BOTTOM or 15go. x 2 1/2" STAPLES @ 7" o/c TOP PLATE. FASTEN W/7 15 GA. X 1 1/8" PAGE 4 PROTECTION MATERIAL. TOP AND BOTTOM. BUTT JOINTS STAGGERED 24" MIN. STAPLE EACH END ON EACH STUD. C:\ currents and Settings\AUser\Desktop\06 WORKING FILE\FLA-TYPICAL-06\FL-TYPO-06.dwg,1/15/2007 10:19:45 AM,\\ENG-SERVER\HP U 5200 E 5.3 A SECTION A-A PIER TYPE A LO FROM FOUNDATION PLAN FROM FOUNDATION PLAN MASONRY a�8 J TO BE LAYED Of EXTERIOR SIDEWALL CHART-A UP WITH TYPE ROOF PITCH PRESSURE TREATED M OR S MORTAR U U = allo",o w Z SILL PLATE (3" MAX.) ° FRAME TIE-DOWN STRAP uP To a/,2 uP TO 6/12 w�aa Q o WIND SPEED END INT END INT I—BEAM PIER 8XBX16 AND GROUND ANCHOR ZONE END INT Y���Y 130 MPH 4-0" s—s' 3'—,1° s—o" OPEN CELLED OR SOLID MORTAR Z SPACING PER CHART-A CEMENT BLOCK (TYP) TYPE M OR S o 120 MPH 4'-9" 7'-11" 4'-8'• 5'-11" LL Jz GROUND ANCHOR w Q 110 MPH 5'-9" 9'-11" 5' 5" 7'-2" 3150# MIN. DESIGN LOAD. a `" 0 100 MPH 7'-2" 12'-0" 6'-10" 8'-10' O a 40°-50° FINISH MIN. 12" (FOOTING LOCATED PLAN VIEW SECTION GRADE BELOW FROST LINE) SOLID 8X16X16 CONCRETE FOOTING m<�a ° N H Q w SECTION B-B � Q STABILIZER PLATE TO BE INSTALLED AT ALL FRAME FROM FOUNDATION PLAN DETAIL 'A' - 0 TIES (UNLESS HURRICANE ANCHOR IS LISTED FOR A LOLU Q Q 3150# ANGULAR LOAD WITHOUT STABILIZER PLATES. MASONRY PIERS o O 0 o MARRIAGE WALL COLUMN MAY BE LAYED UP Ln COLUMN ANCHOR STRAP USING SURFACE I N FILL WITH BONDING CEMENT PER CONCRETE RADIUS CLIP ASTMC 887 IN ACCORDANCE 0 OR 4 BLOCKS REQUIRED SWIVEL STRAP FRAME HIGH MAX. WITH THE MANUFACTURER'S DETAIL 'A' SPECIFICATIONS AND INST. o o CONNECTOR AT I-BEAM ALL STRAP Q THE FIRST COURSE OF ��, Q z o MASONRY MUST BE LAID IN �, DC o CONNECTIONS MIN. 12" (FOOTING LOCATED CRIMP SEAL TYPE M OR S MORTAR. J C TO HAVE A 3150# f BELOW FROST LINE) (3150# O WORKING LOAD WORKING LOAD) ° O O U O TIE DOWN ENGINEERING COLUMN ANCHOR BEAM CLAMP w/SWIVEL HURRICANE MAXIMUM STRAP SOIL BEARING GRAVITY CONNECTOR. (OR EQUAL) SINGLE SOLID 8x16x16 CONCRETE FOOTING. (COLUMN CAPACITY ON PIER U 0 JPIERS MAY BE INSTALLED UNDER MARRIAGE WALL RIMRAILS Z a SWIVEL CONNECTOR PROVIDED THAT 12" MAX. SPACING NOT EXCEEDED.) 2000 PSF. 3290# 3000 PSF. 5065# - HURRICANE STRAP o Q Q NOTE: PIERS ARE NOT W c' w DESIGNED TO RESIST x o 0 SECTION 'C-C' LATERAL LOADS. m o LONGITUDINAL STRAP CONNECTION O HURRICANE STRAP FASTENING I-BEAM AT I-BEAM U MIN. 1 " LONG 1 /8" FILLET o FASTEN TO q WELD EACH SIDE OF Q ANCHOR HEAD BOTTOM FLANGE LONGIT. TIE I DOWN ANCHOR/ ELIXER BP-35 ANCHOR 7 AND BP-35S �' I . L TE: _____ ❑o o REMOVE ALL a BEND ANCHOR TO 45° ANGLE SLACK FROM LOCATE A STRAP AT EACH END OF AND WELD STRAP LOOPS EACH I-BEAM. ADDITIONAL STRAPS MAY AA BE REQUIRED-SEE FOUNDATION 1 /8" FILLET WELD ENTIRE PAGE 5 C rr:\ cuents and Settings\AUser\Desktop\06 WORKING FILE\FLA-TYPICAL-06\FL-TYP5-06.dwg,1/162007 9 �IL:05:58 AM,\\ENG-SERVER\ 100 N S. ""1 I D T H OF FL"AN G E E 5 4 co w o I Q a 0 a w 0 o HOMES OF MERIT HOME WITHOUT STEEL FRAME Of J w W Qo Lli P.O. BOX 2097 om o jLf HWY 100 EAST QjooN LAKE P.O. FLORIDA 32056 '_QOL z o 0 z M o d U W N o J Q NOTES: 0 1. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL 9. THE PERIMETER GRADE SHALL BE SLOPED AWAY FROM THE >_ a _ BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. BUILDING TO PROVIDE POSITIVE DRAINAGE. THE GRADE OF THE H w GROUND UNDER THE BUILDING SHALL NOT BE LOWER THAN THE a `� 2. SOIL BEARING CAPACITY SHOWN ON THIS PAGE IS FOR 1 ,000 PSF a w }M N (SECTION A-A) TO 2,000 PSF T ARCHITECT/ENGINEER(STANDARD). AN ARCHIEC ENGINEER LOWEST SURROUNDING FINISH LOT AREA GRADE IN ORDER TO ( / PREVENT THE ACCUMULATION AND STANDING OF WATER "ALL O MUST BE CONSULTED FOR ALTERNATE FOUNDATION DESIGNS. UNDER THE BUILDING. Q o0Q 2 FOOTINGS SHALL BE PLACED ON NON-EXPANSIVE SOILS ONLY. ��w LU Q w 10. TERMITE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH 3. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH 3,000 PSI AT 28 DAYS. THE APPLICABLE CODES WHEN REQUIRED BY SUCH CODES. �fU Q ALL CONCRETE SHALL BE STANDARD WEIGHT (150 PCF.) Ll L_ u 11 . EXCAVATE AN ADDITIONAL 1 TO 2 INCHES AT BOTTOM AND 4. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60 SIDES OF ALL FOOTINGS THAT ARE POURED DIRECTLY o 0 o v a_ (UNLESS OTHERWISE SPECIFIED). REINFORCEMENT BARS SHALL BE EQUALLY AGAINST EARTH. 4 SPACED AND PLACED WITH 3" CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING. LAP SPLICES TO BE 72 BAR DIAMETERS. REINFORCEMENT o o BARS SHALL BE UNCOATED DEFORMED BARS (NO EPDXY). 5. MASONRY UNITS SHALL COMPLY WITH ASTM C90, HAVING A COMPRESSIVE STRENGTH f'm=2000 PSI. MIN. C 6. MORTAR SHALL BE TYPE M OR S. FOUNDATION NOTES: I 0- z o 7. ALL EXPOSED HARDWARE AND HARDWARE INSTALLED INTO PRESSURE TREATED THE FOLLOWING PRINTS ARE TO BE USED ONLY LUMBER SHALL BE GALVANIZED WITH 1.85 OZ/SF OF ZINC (G-185 COATING) OR WHEN STEEL FRAME IS REMOVED FROM HOME. LL.'-. o LL SHALL BE STAINLESS STEEL. o o U) u 8. THE AREA UNER FOOTINGS AND FOUNDATION SHALL HAVE ALL CROSS SECTION PAGE 7 VEGETATION, STUMPS, ROOTS AND FOREIGN MATERIAL REMOVED DETAIL PAGE 8 PRIOR TO THEIR CONSTRUCTION. FOUNDATION (SEE HOUSE PACKAGE FOUNDATION PAGE) LU 0 0 STANDARD (CENTERLINE) SECTION A-A (ALTERNATE CENTERLINE) H � oQQ MINIMUM SOIL BEARING ALTERNATE FOOTING FOR SOIL NOTE: MAX. GRAVITY LOAD ON EACH PIER LJJ Q CAPACITY 2000 PSF. IS MAX. GRAVITY LOAD ON EACH PIER FASTEN CONNECTOR TO RIM IS 4700#, MAX. UPLIFT LOAD ON EACH PIER S 3775#, MAX. UPLIFT LOAD ON EACH PIER JOIST USING (4) 10d NAILS CONDITIONS LESS THEN 2000 PSF IS 675# PIERS ARE NOT DESIGNED TO X 0 0 S 435#. PIERS ARE NOT DESIGNED TO OR (4) #8x2 1/2" SCREWS (MINIMUM 1000 psf) RESIST LATERAL LOADS. 0 0 —1 WALL MAY BE LOCATED ON RESIST LATERAL LOADS. m EITHER OR BOTH HALVES WALL MAY BE LOCATED ON O EITHER OR BOTH HALVES 0 MULTI WIDE FASTENING CAP TO BE FORMEDT REOUIRMENTS TO BE SIMPSON MAX CONNECTOR AND POURED IN PLACE BOTTOM CLOSURE TO BE FOLLOWED AS SHOWN OR EQUAL ON EACH SIDE CAP TO BE FORMED LLJ REPAIRED AFTER CONNECTION ON CROSS SECTION OF PIER BOTTOM CLOSURE TO BE AND POURED IN PLACE INSTALLATION REPAIRED AFTER CONNECTION Q TERMITE SHIELD 2x8 P.T. MUD SILL INSTALLATION CUT TO FIT MULTIPLE J TAPCON INSTALLED RIM RAIL #4 VERTICAL BAR AT EACH PIER C 8'-0" ( 1/4" x 2 1/4" #4 VERTICAL BAR AT EACH PIER WITH 90' x 12" BEND INTO POURED 8"x16" Z HWH TYPICAL ) TERMITE SHIELD Z 8"x76" WITH 90• x 12" BEND INTO POURED CAP. FILL CELLS W/CONCRETE • CMU PIER CMU PIER CAP. FILL CELLS W/CONCRETE o0 PIER TO BE Q GRADE m GRADE PIER TO BE CONCRETE FILLED `I CONCRETE FILLED z T DEPTH BELOW GRADE DEPTH BELOW GRADE z SOLID POURED I. z IS SUBJECT TO IS SUBJECT TO OO CONCRETE FOOTINGS. r„ LOCAL CODES 1- #4 REBAR WITH 90'x 12" LOCAL CODES • - BEND CONTINUOUS FROM CONC. L. •' (SEE FOUNDATION PRINT) o CAP FOOTING. TYPICAL EACH 2- #5 REBAR MARRIAGE WALL PIER. 3-#5 REBAR EACH WAY (SEE OTHER FOUNDATION 18" MIN. EACH WAY DRAWINGS FOR LOCATIONS) 48" MIN in PAGE 6 SQUARE SQUARE E 5.5 C\I cuments and Settings\AUser\Local Settings\Temp\FL-TYP6-06.dwg,1/19/2007 3:11:10 PM,\\ENG-SERVER\HP L)5200 Page is too large to OCR. Page is too large to OCR. 0 NOTE: Q < N POURED CONCRETE FOUNDATION WALL DETAILS _ THE FOUNDATION DESIGN IS I ACCORDANCE WITH 2004 FBC � O WITH THE 2006 SUPPLIMENTS AND IS BASED ON 130 MPH WIND. Q * = OR EQUIVALENT o z Q o OPTION #3 USING SIMPSON MAS MUDSILL OPTION #4 USING 1/2"+ ANCHOR BOLTS wJo UO + SIMPSON LSTA-18 SIMPSON LSTA-18 OR EQUAL AT EACH CORNER J-BOLT. oo m< = SIMPSON LSTA-18's (OR EQUAL) MAY BE INSTALLED AT • SIMPSON MAS CONNECTOR _T T O.C. EXTERIOR WALL SHEATHING dv,z" OR EQUAL FOR 6' OF WALL FROM EXTERIOR WALL SHEATHING (PUT FIRST PI OTIHOLE OVER J-BOLT, BOLT,E 120" LAYED ' 2 1/2" — �Ofo o cn EACH CORNER MAX. SPACING S= 1'-4" O.C. AMOFOAM SILL SEALER STRAP BETWEEN MASONRY AND SILL PLATE) N I H AMOFOAM SILL SEALER w N o J Q in REMAINING WALLS: S= 2'-8" O.C. J OR EQUAL OR EQUAL FASTEN CONNECTOR TO RIM U w FASTEN CONNECTOR TO JOIST USING (4) 10d NAILS OR 2x8 P.T. MUD SILL O RIM JOIST USING (4) 10d 2x8 P.T. MUD SILL (4) #8x2 1/2" WOOD SCREWS. ' NAILS OR (4) #8x2 1/2" INSTALLED2CENAEREED d ~ O WOOD SCREWS. TAPCON INSTALLED LSTA-18 o U d @ 8'-0" ( 1/4 x 2 1/4 BETWEEN J-BOLTS >J u 4'-0" O.C. ALONG SIDEWALL HWH TYPICAL ) #10x4" WOOD SCREW a , #10x4" WOOD SCREW FROM 2-0" O.C. ALONG ENDWALL Q 3Q�w FROM RIM RAIL INTO 1- #4 REBAR RIMRAIL INTO P.T. MUD SILL mQNw O v MUD SILL @ 16" 0/C. 5, CONTINUOUS ©A 12D 0/C. ALONG ALONG SIDEWALLS ' ' TAPCON =��� 0 N LINTEL / 1- #4 REBAR CONTINUOUS E- IN LINTEL I EXTERIOR FINISH EXTERIOR FINISH u� a Q FOUNDATION WALL 1/2"0 J-BOLT W/7" MIN EMBEDMENT I 5/8 SPACE BOLTS 1'-4" O.C. EXCEPT SPACING N FORMED AND POURED FOUNDATION WALL z O TO 8" IN PLACE. FORMED AND POUREDMAY BE INCREASED TO 4'-0" O.C. AT J N PLACE. 7 5/8" SIDE WALL AREAS NOT LOCATED WITHIN o w EXTERIOR SIDEWALL TO 8' 14'-6" OF END WALLS. LOCATE ONE o o L/ OF MODULE BOLT WITHIN 12" OF EACH END OF EACH NOTE: (2) #4 BARS SHALL BE PROVIDED SILL BOARD. AROUND ALL OPENINGS. BARS SHALL EXTERIOR SIDEWALL EXTEND AT LEAST 24" BEYOND CORNERS OF MODULE OF OPENING WHERE POSSIBLE. NOTE: (2) #4 BARS SHALL BE PROVIDED Co EXTERIOR FINISH EXTENDING AROUND ALL OPENINGS. BARS SHALL OVER FOUNDATION EXTEND AT LEAST 24" BEYOND CORNERS WALL OF OPENING WHERE POSSIBLE. Z o EXTERIOR FINISH EXTENDING ,-, OVER FOUNDATION N #4 HORIZONTAL BAR AT 12" O.C. WALL H #4 HORIZONTAL BAR AT 12" O.C. LINTEL BLOCK OR ON w CONTINUOUS LINTEL FORMED AND POURED XO OO JO IN PLACE. #4 VERTICAL BAR 18" O.C. w w O O AND AT EACH CORNER Q #4 VERTICAL BAR 18" O.C. o � = cIIIIIz w AND AT EACH CORNER z w W O a c2 w w O 7 5/8" TO 8" GRADE OCR 7 5/8" TO 8" GRADE N O CONCRETE FOUNDATION Q CONCRETE FOUNDATION m WALL FORMED AND 11111 III DEPTH BELOW GRADE WALL FORMED AND Q o POURED IN PLACE e POURED IN PLACE a ° a ° z DEPTH BELOW GRADE CODES C� IS SUBJECT TO LOCAL CODES °< z IS SUBJECT TO LOCAL CONTINUOUS CONCRETE N � °_ CONTINUOUS CONCRETE � FOOTING o% N a o o 2- #5 REBAR CONTINUOUS 2- #5 REBAR CONTINUOUS 6" MI P 8A N. AGE 16" MIN. ° GRADE 40 (GRADE #40) ( # ) C:\t uments and Settings\AUser\Local Settings\Temp\FL-TYP8A-06.dwg,1/19/2007 3:15:50 PM,\\ENG-SERVER\HP U 5200 E 5.7 A U) w O = w o NUlO vwvw m - J DU d K J Ua �U Q N XNZo w z Z x w W CD-i O W Q wU Joo 3 � mcrz� w a :o Qoz ¢ �N�w a U a` wo U)oa Cl N Oz J o mw �O wNz Jwr nNww m U) Or www N mz O G zJ ¢ z U OQ g o CD0 Z ¢0 U w U) Ulm Oar SUS w U m z 0 aY C,p zp 00 miQ ¢ F O z w z > O O U Q Z ¢O O -) N Cw O o w OFj Oz w O Lf w U Uw m¢ o I zN_,z O ©z NOm3 FUn' r HHOm c-N U)OOwz o �U w� CC O0 ow U H O_ UO p(np C o Q W = QU)O� O OOfU Uz3J- w U \N�O m rz wrr�U 0 Qr avl Q ¢ m - = Q w0 w ¢ _ L < w O¢ OJ cnU ¢ U z pO cail� J wm r w ¢N �.L �rOO_ n U)w V= K rOOf < In z0 -rw u) ¢U) IC ¢wd¢o =i w U)O xr o r � Uom m v©om c�i wOz U w m»om �, Z- cpcD wa x> ~ UZ w S U) F- z 0 cx O w ¢ ¢ to r w I y LL - w W CN LLI Q ¢mz w m ¢ _ x w0 z 0 U) UJ xU) J = Uw C) a == N1Nw U 3a N© n3 cop N Q O W 6)U) z 2C ° U Z N ___ _________v °�o awm� o \wa ao �� r�owow a mw OU XQ N U)U' F m ZJJ¢U) w �r Z UJ o Q w w Q 0 J O Q C !aw o - w 1 0 82 1/4" (TYP. ALL WINDOWS AND DOORS) z oar w J w W Zaoa Tn �D I- U �oU = r0 ww h. p Q J m w �NN� O O O < Un F--i N w 0 ¢ w aJ �z 00 IL Q Z Q Q U) (_n O N I W p inw W W O W o w Uwe oO W J 0 U) m ^J oo o 0roN w ~ > w IW N w o Y J cn o Q m w a J F,o aH w¢U - x U)0 U� a w¢<Ci owa Nc=n O¢ H �C ooJ >oJ C) O 0 N H- ~O 0 i U SOU) U rz �o 0 w0 a aao oowwo - O W 0 u = o o�w� m N��� aQ�a om z 00 now O Z W w F- < 0U) L 0 fl Cop OrC o -CO cnwWO z_a J LcJ 18 MIN z O U D - U] w I) Q z O 0 w z O w Q_F-m .� 0 m I W J J if) U) w cno Yrw z �_ ¢¢ ¢ J U W O Q d F_ U) I UJ Z 0 zoz> oow= o x3Xzo0vroZzoz J 0 cG — Q �_ LWi wc�v od mew <a�=mw8Oao � o — � m z a v cn cn < U r O U E U o 4 -JO U V) (n S _ O O cn o a©wa NC)a C `NDvr)(LIZCU J o Qo Z U p0 C) Q 0 H- O W I _J w w z z 0 1 Li w F- I I O Q m CD O C)) Oww = - 0 O H OZ pO` U J z L x O ¢ �Q z �_ C7 a 0 w V 588 Q 0 U0 0 m o W O 0 I U v o w J03 0 L,J Z U 00 =CU) J z O J O z O : LL W o Uw U z N W Q F— OO x a_ m W U) 0 W = U O O Q C r iz d o mH-w < O ° a —i —i m : o p 0u m — w N W 0Oz Q O w¢U J F- 0 J — J of J < C Li UJ Z J J W U 0 CW 0 O w Q Q m X o O aN w ¢w W z O W F— cwn3 C Uii U U U m OOmO LL- Q w U cn Jm= — �Jo z0 Z J w w w z X X X J J U 0 0 0 zcrcncn0QQ x Z QU; o F- Joz LLJUO W u � • 0 � N w J C w o au o „- 0 o m J o0 o o m m 0 m o Q w Q �U) n o l w r7 N LJJ OOo 1 wz0 O or w z CV oo¢ LL)wCUc) zzw�-o PAGE 9 18 MIN. UBNCC E 5.8 o cn I w o z HOT WATER SUPPLY IS ON LEFT SIDE OF FIXTURE SUPPLY LINE SIZING iS BASED ON a c( Q AN ASSUMED AVAILABLE PRESSURE r o v OF 46 TO 60 PSI AT MAIN INLET, m AND SHOULD BE VERIFIED PRIOR TO o m Q o CONSTRUCTION. z5o - - - - - - - - - - - - - - - HOT COLD zN;w w r7�a o wNo J Q KITCHEN ALL SUPPLY LINE SHALL BE Y L Y J 3/4". ALL STUB-UPS SHALL BE m 3/4 I 1/2" UNLESS OTHERWISE SPECIFIED. Q / I ICE o U- 3/4 / TUB LAV / �M :L Ii3/4" CROSSOVER 3/4 3/4 1> INLET . 2d oo SINK / SHOWER 3/4 WASH / TUB 3/4 3/4 3 / n o a o m LI) " o SUPPLY SYSTEM - Q (n CJ 3/4 LAV V N TUB H � � � 0 < J wNwo o SHOWER W / � LAV LL O . 3/4 3/4 O LAV I / ALT. #1 MASTER BATH H / SUPPLY SYSTEM PAGE 10 C:\ cuments and 5ettings\AUser\Desktop\06 WORKING FILE\FLA-TYPICAL-06\FL-TYP10-06.dwg,1/15/2007 10:17:32 AM,\\ENG-SERVER\HP U 5200 E 5.9