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HomeMy WebLinkAbout1210 W 16 St 95-1256,95-1619,95-1618 New SFHZONE DATE CONTRACTOR ADDRESS ��� sic T-404 � Q PHONE # LOCATION OWNER ADDRESS i PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # [ C MECHANICAL CONTRACTOR 1 GJ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCH IT ECTURAL APPROVAL DATE: PERMIT '# C (� JOB C� COST $_ t , (4 CJ c FEE $.,) f STATE NO. FEE $ F E E $ `� `-' U- FEE $ 7( SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: — MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: 'BE EPI: 2" X 4' NAILER AND 2' X 4" BLOCKING AT 24" O.C. 4 8 DOUBLE J ,IA:� ___PLU I PlMr WAI ' W/ 2" x E I BLOCKING AT 24" O.0 2' X 8" BOXING BAND 2' X 8" (#2 S.Y.P. OR BETTER) FLOOR 3-2" X JOISTS 0 16^ O.C. SI LLS (INILRIOR) 2--2" X 8" SILLS (PERIMETER) FLOOR FRAMING PLAN ND(E - 1) ALL STOOP FRAMING '10 BE P.-F. MATERIAL, ALSO SILLS AND FLOOR JOIST" MATERIAL JOINING PORCH FRAMING 1`0 BE P.T. MATERIAL.. 2) STOOP FLOURING TO EXTEND 2" BEYOND STOOP SILLS. 4 8'- 0' L 48-0 61-- 8. F 6'- 8' 0' POURED CONCRETE -1 3 #4 REBAR EACH /9 INTERIOR FOOTINGS V/ it -3 V' 4- ITF -1a—=- -am mm_ .3-2- X 18" SILLS 0 INTERIOR 7 j;-1-TV OL X, 11 1 , I v SCALE: 1/4' — 1'-0- 6)-8. 7'-4" 0 8" X 24" X .4" POURED CONCRETE FOO TINGS WITH 2 #4 REOAR EACH DIRECTION AND 1 #3 DOWEL 4 PERPAU-I[L-11- tO FOOTINGS ONLY R L L 8" X 8" X 16' CONCRETE BLOCK PIERS WITli -H-GAUGE--GAL-=V-- PIER SIRAP AND METAL PIER CAP (-TYPICAL) 2-2* X 6* P.T. � -, s roof SILLS 4 8'- 0" OUNDATION PLAN NOTES: 1) MAIN SILLS A"r PORCH 'TO BE P.T. MATERIAL. 2� PIER NOTES: THE CELL CONTAINING #3 DOWEL WILL BE FILLED WITH CONCRETE FROM FOOTING TO TOP. b) CELL NO CONTAINING #3 DOWEL WILL HAVE -FOP COURSE ONLY FILLED WITH SIMPSONI U26-2 BFAM HANGER (TYP L-21- I mm L 2-2" X 8 SILLS 0 PERIMETER SCALE: 1/4' - 1'-0' W J il 1 7 711 t SYM130L DOORS ROUGH -OPENING WI DTFI HEIGHT A 3'-0" X 6'-8" 6 RAISED PANEL -3'-2 3/4"_ 6'-10 1/2" B 2'-8" X 6- 8 FIXED SASH 2- 10 3/4" 6'- 10 1 /2" c 2'- 6 X 6'- 8 INTERIOR FLUSH * 2'-8 1/2" 6'- 10 1/2" D 6'- 8 INTERIOR FLUSH * 2'-2 1 /2" 6'- -10 1/2;l E _2'-0"X l'- 6 X 6'- 8 INTERIOR FLUSH * 1'-8 1/2" 6'-10 1/20' H 4'-0" X 6'- 8 BY-PASS 4'-1 7/8" 6- -10 1/2" M 2'-0" X 4'-0" IN-fERIOR FLUSH * 2'-2 1 /2" , 4'-2 1/2" P 3'-0" X 6'- 8 INTERIOR FLUSH * 3'-2 1/2" 6'-10 1/2" F 3'-0" X 6'- 8 CROSSBUCK 3'-2 3/4" 6'-10 1/2" Y 3'- 0 X 6'-10" OPENING 3'-1" 6'_1 0 1/217 s 6'- 0 X 6'- 8 " SL. GIL. DOOR 6- 0 1/2" 6'-8 1/4" w 2'- 8 X 6- 8 " INTERIOR FLUSH 1 2'-10 1/2" 6'- 10 1 /2" WINDOWS ROUGH OPENING WIDTH HEIGHT 2830 SINGLE 33" 37" 2830 MULL �,65 1/8" 3 7 1# 284-0 SINGLE 33?1 490# 2840 MULL 65 1 /8' 49" 4040 SLIDER 49" 49 1/4" 9 LITE PICTURE 63" 6"3"_ 48'-0" 11'- 2" 21-4m 5'-5" 5p-,5' 5'-4- 18 4" 8'-0 5- 6 - -------- 8 1=1 5 _73- 6' PLUMBING WA W.P. 28 40 26 1 30 28 30 .7FIL 28 30 28 30 W. w[I W.H. 0 0 m2mi/ //� zz/"­ 1,/ -,r7-2--,'-7-7-1:Z_ 1 7 /_A—_mn�z= Ell 0' CLEAR OD B T1 A -1 # 1 F_ —1 r— I I I — KITCHEN DINING ROOM DI F— It C) ik BATH F RFnRnnm .1Ar WASHER r 5'-0' CLEAR o C° 9 HEAT I SPACE mtrmu. I I ru:7L_ SP ACE 6� 0 11 — I Y, L cc) P-.CAFTIC ACCESS L 8'-4" 1-1 ALL CO 0 40 N 6 X 1-,� R C11 V-) CLOSET 'c' I d LINEN ir-ET Los ILL 5=- Ljj 0 - 2' 13", 5 110 _T1 rn RFQRQ U 11_� BEDROOM 114 LIVING ROOM UIVI IF z_ F2 00 cv). Q I 0 2 1 28 1 40 (4 28140 (*) 9 LIJE 9 -,10, 9,-10" 9'-2"7'-0' 5'--6^ 10,-0, 14'- 8" 4 8'- 0' 4_i? IT lG;t\ TI F LOOR PLAN NOTE: (*) WINDOWS AS SHOWN TO BE SINGLE 4040 HORIZONTAL SCALE: 1/4' 1'-0- SLIDER rOK fEljf;_J�,GENC;f C-CP.C-55 I HAVE REVIEWED THESE PLANS AND THEY T THE CHANGES I HAVE EA V, 4VAL L CORRECTLY REFLEC REQUESTED. SIGNED THIS — DAY OF GENERAL NOTES 19rl/ — THE PURCHASE PRICE OF THIS HOME DOES NOT INCLUDE STARRED ITEMS SHOWN ON THE PLANS: LAVATORY, TUB, WATER CLOSET, WATER HEATER, KITCHEN CABINETS, INTERIOR DOORS, HEATER, ETC. THESE ITEMS ARE SHOWN ON THE P1"j`,NS AS A CUSTOMER SIGNATURE SUGGES [ED LAYOUT FOR THE CONVENIENCE OF THE PURCHASER. IF DESIRED, THESE ITEMS ARE AVAILABLE AT ADDITIONAL CHARGE. A PROPOSED NEW RESIDENCE FOR: W, ITEMS INDICATED BY DOT -FED LINES ARE SHOWN FOR THE CONVENIENCE OF THE BUYER AND ARE NOT AVAILABLE FROM JIM WALTER HOMES, INC. ------- .......... .. . 7/ ALL Sf P,1)(,T-0KAL fo r5t; 111L . To THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE DRAWN BY j J DATE S FRUC TURAL PLANS AND SPECIFICA I IONS COMPLY WITH -rFIE Jm STANDARD BUILDING CODE, SECTION 1205 FOR 110 mph WIND ZONE I (1991 EDITION). SFiEE-r ITO IE CL UUMB IA, . THIS DRAWING AND DES.GN 13 VALID FOR 12 moN rFiS AFTER THE DA rE I r IS SIGNED AND SEALED. C 0 COPYRIGHT JIM WAL TER HOMES, INC. 1988 a SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING HWY.,-rAMPA, FL. ONLY. 1500 N. DALE MABRY WY., WR v I /\ V ✓\lLL/-lll 14J ' 1'-0" - - • R AF--I_ERPLAN _ NOTE: ViTIEN RAFTERS ARE SPACED 24" U.C. PLY CLIPS MUST BE INSTALLED. " 48'-0" -- n I N (SEE DETAIL) 1 X 6 COLL.AR IIE A T 4 -0 Q.G. 2" X 8" RIDGE BOARD A FTACH W/ 4-10d HAILS EA. END 1/ 2" C D X P L'f VIU . S H E A T I-11 rd G -- 2" X 6" RAF IERS ATTACHED f O RIDGE BD. W/ 2-16d COMMON NAILS 2" X 4" PURLIN CONT. -- ,� UNDER RAFIERS. >--- 2" X 4" "Y" BRACING 9 4'-0" O.C. ATTACHED W —10d NAILS 0 EA. END �— DOUBLE 2" X 4" PLATE 2" X 6" CEILING JOISTS _ LOAD BEARING WALL ROOF BRACING DETAIL NOTE: JOINING OF PURLINS MUST OCCUR ON RAFTER.cnl_E: 1/2" = 1 =o' NOTE: CUT RAF -TER A TO ACCOMMODi (MIN. 2-10d CD EA. S-fUD IF 1X8 OR SMALLER SIDING IS USED OTHERWISE USE 10d 0 6" U.C. MAX.) JIDING DETAIL AT F�AFTERS SCALE: I /Z" SCALE: 1 /4' @ 1'-0' 2" X 6" CONT. ATTACI W/ 8d NAILS AT 8 0 1,_0„ X 4" COt'd 1. ATTACt-I TO GISTS W/ 2-10d NAILS �- - BLOCKING OVER; PARTITIONS c\-STRONGBACK_ DETAIL_ SCALE: 1 l'-0' 2" X 6" CEILING RAFTER - • SIMPSON H5 OR EQUAL AT EA. RAFTER 2" X 4" NAILER 2" X 4" RETURN ATTACHED TO 2"x4" NAILER W/ (2) 16-d TOE NAILS (NOMINAL) HAQ,09V SOFFIT = r GALV. EAVES DRIP CEILING JOIST PLAN 2" X 6" CEILING JOIS-f - 48'-0" 12 ATTACHED W/ 3 ROWS 2" X 6" CE:ILIr1G JOIST 1A ILS Icy 24" U.C. �- SIMPSON U26 JOIST- HANGER F-) F— A K A f 1 F- -T- A l l I /-\ 17 SCALE: 1'` 1'--0" 10d NAILS 0 4" O/C 1 /2" (NOMINAL) PLYWOOD ROOF SHEATHING - (TYPICAL CABLE ENDS ,— 2" X 4" SUB BARGE 2" X 6" CEILING JOISTS AT 24" O.C. I \1 5/4" X 6" PRIMED FASCIA BOARD DOUBLE 2" X 4" PLATE 8" X 16" EAVE VENT- (10 REQUIRED) 2" X 6" GABLE END RAFTER -- I I-- 4.0 NOMINAL DOUBLE HEADER OVER DOORS AND WINDOWS 2" X 4" NAILER 6u (NOMINAL) 5/4" X 6" PRINTED BARGE BOARD VAlp',RVV SOFFIT SECTION AT GABLE END SECTION AT WALL SCALE: 1. - 1'-.0' SCALE: f /L" B O X E D E- A V E S D E T A I L W/ 2-16d ( EA. RAFTER SCALE: 1 /4' a 1'-0' --'�" v 5" A-T 1-ACtiED W/ 2 10d NAILS (9 24" U.G. �- SIMPSON U26 JOIST HANGER BEAM DE 1 AIE 1\10. 1 SCALE: 1 " - 1'-0" • TO TIIE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1205 FOR 1 10 mph WIND ZONE (1991 EDITION). • T1IIS DRAWING AND DESIGN IS VALID FOR 12 MONTIIS AFTER THE DATE 11' IS SIGNED AND SEALED. • SIGNED AND SEALED FOR THE STRUCTURAL PORFION OF THIS DRAWING ONLY. 'THE COLUMB A SHEET OC COPYRIGHT JIM WALTER HOMES, INC. 1988 1500 N. DALE MABRY FIWY., TAMPA, FL, AP, 0 19 9 5 NAILER 2" X 12" P.T. STRINGER (3 REQUIRED) 12" FR0NT R I G H T S I D E 2" X 6" P. T. TREADS BRICK (UNDER EACH STRINGER) 1 "'(P I C, A L_ I p_ D E T A I - ________ __ NOTF�: 1) THE SUM OF TWO (2) A11D 9NE (1) TREAD TO NO SCALE BE AT LEAST 24" AND NO MORE THAN 25". 2) THE QUANTITY OF TREADS AND RISERS MAY VARY DUE TO THE TERRAIN. 14" X 24" PRESCREENED METAL GABLE VENT 12 2' x 6' BAND RAIL 2- x 4' TOPRAK. 2' x 2' STRUT! AT 5' OC 314, W000 1AS RAIL z SCREWS 1 112' x 112 TAL BRACKET 3 -O' OZ. SCREWS 1!2' x '12 FX I LPIOR HANDRAIL DFTAllL 2" X 4" P. T. RO I TOM RAIL < A" V ')A" ="fbCC!`b CCAICCI L E F T S I D E FINI R E A R WOIl : Qt,L- 5i'rx>ns Tv HAVE II AOL)R AIV. Sir` Lt-TAIL TO RV-Hr r3-G!Llw E E_ V A T I 0 N S NOTE: (*) INDICATES WINDOWS TO BE SINGLE 4040 HORIZONTAL SLIDER Rr3L C-•i c-"cj f1GiZESs 2" X 6" P.T. HANDRAIL 2" X 4" P.T. TOP RX 2" X 2" P.T. STRUTS Al �" O.C. 2" X 2" P. T. STRUTS AT O.C. v L1/2" 1 U �L _> SCALE: 1-1/2• - 1'-0" 2" X 4" P.T. BO11�M 1\i�IL 2" X 6" P.T. H-.If.l1.11 2" X 4" P. T. TOP SEE DETAIL 1 SECTION PORCH RAILING DETAIL 2" X 4" P.T. B0' 1" X T 1 I VL VI.II.t, ELEVATION SCALE: 1/2.` - 1'-0• 2„ Al 4" X 4" P.T. POS' 2" X 4" P.T. — -� BOTTOM RAIL STEP RAILING DETAIL_ SCALE: 1/AL . 1 -0- 5/4" X 4" PRIMED CORNER BOARD v n < TZ -0 tl /1IM L.-- r— 1 RNER ,,/ -. I I.Il.11 V .._„ BOARD CORNER BOARD DETAIL SCALE: 3/4' - V-0" NOTE: JOINTS SHOULD BE MADE ON SIDES. • TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS FORCOMPLY IOrylph WITH T E ZONE BUILDING CODE, (1991 EDITION). • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. THE COLUMMA S�{FE� OO COPYRIGHT JIM WALTER HOMES, INC. 1988 1500 N. DAI E MABRY HWY., TAMPA, FL � AP0 5'1995 0 Y It - _ - 48'-0" -- 7'.--4" - - - 6'-8" ___ 6'-8" - - -- - 6'-8" -- - 6'-8" - - - _ 6'--8" _ _ 7t-4" - 20'-0" 2'-8" ACCESS OPENING I I I I a ` n I I i 0 1 � ! .E..L.. --. ,..... -. _r .. -� -. -.::. - - --•I�a . -- _., _. _ - _ .. ..-c=..,...■: _ _ - -. .. ..:. � ,fit. � _._-- _ -- -.. -- �■ -- - - _ _ --- _ L- 8" X 8" X 16" CONCRETE BLOCK 3-2" X S 8" X 'jO- X 30- POURED CONCRETE -� PIERS WITH 14 GAUGE GAILY. PIER FOOTINGS WITH 3 #4 REBAR EACH STRAP AND METAL PIER CAP (TYPICAL) DIRECTION AND 1 #3 DOWEL (TYPICAL) r �- 8" X 8" X 16" CONCRETE BLOCK CAPPED WITH A 2" X 8" P.T. PLATE 8" X 16" FOUNDATION 8" X 16" CONCRETE FOOTING,- VENTS (18 REQUIRED) W/ 2 #5 REBAR (CONT.) - __- I , 2-2" X 6" P.T. - STOOP SILLS �-- - - 33'-0" -._ - ----------------------------- ----- - 5'-0" --------- 10'-0" -- ----- I ------- 48'-0" 0 i N 6 0 I N 0 I N NOTE: SEE TYPICAL WALL SECTION FOR DETAILS ABOVE FLOOR JOi')TS. - 1 /2"0 A.B. W/ 2"0 X 1 /8" 'A'ASHER 1/2" CC EXT. PLYWOOD, -- _ , SAND 1/2" NUT @ 48" 0.C. t;Iy13 BOXING BAN - SEE ._ � ��---K•U. BLOCK FILLED & W,/ (1) #5 BOXING �BAN CONT. FLOOR FRAMI G PLAN !i SIMPSON LSTA21 T EVERY• -- STUD U.N.O. -- I`� Transfer of Sh ar forces at foundation will be through a combination of 1/2" � - diameter anchor bolts at 48" o.c. with nuts and 2" diameter washers, and 10 gauge 11 SIMPSON HPAHD22 EMBEDDED I ' , Simpson flPAHD-22 straps embedded into the stemwall bond beam. IN CONC.& ATTACHED TO STUDS - FLOOR JOISTS AT 16" O.C. ®3Z" O.0 IN 100 MPH WIND SEE FLOOR FRAMING PLAN ZONES & ® 16" O.C. IN 110 MPII r- WIND ZONES 2" X 8" P.T. PLATE 8" C.M.0 ,`-#5 VERT. W/ STD. HOOK TOP & BOT. IN FILL CELL GRADE (VARIES) -� @ 6'-0" O/C TYP. i t _P7�� 1�" • 8" 8" X 16" CONCRETE BLOCKS SOIL TO E FREE OF ORGANIC I p;! MATTER A JD COMPACTED TO 2000 T PSF BEARI G CAPACITY , e, X e, 1 �-•METAL CHAIRS TO HOLD 8 16 CONCRETE FOOTING - W/ 2 #5 REBAR (CONT-) REBAR AT MID-HEI T CONCRETE STRENGTH TO BE 2500 PSI ® 28 DAYS SOLJQ-,� Q1 D E TAI L (OPTIONAL ITEM - APPLICABLE ONLY IF SOLID F AT10N OP IS PURC ASED) SCALE: 3/4" f STRUCTURAL NOTES -��� 1) !;ODES:1. r STANDARD -BUILDING CODE CONGRESS INTERNATIONAL 09911. J _ I [� 1 i� i i_.. �. `J 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 99). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (OPTIONAL_ ITEM -- APPLICABLE ONLY IF PURCHAS SCALE: 1/q• - V-0" 21 Qj5IO- CRITERIA: 2.1 DWELLING FLOORS - 40 PSF LIVE LOAD. NOTES:. 1) HEIGHT OF PIERS TO BE ri-3/4" LOWER THAN SOLID FOUNDATION WALL. 2.2 BALCONIES - 60 PSF LIVE LOAD. 2) PIER NOTES: - 2.4 ROOF OVER LIV NGSAREASL 30 PSF LIVE LOAD, 17 PSF (7 PSF T/C 6 10 PSF B/C1 DEAD 1 DAD FOR SHINGLE a) THE CELL CONTAINING #3 DOWEL WILL BE FILLED WITH CONCRETE FROM ROOFS. 2.5 WIND - 110 MPH, PER S13CCI UNLESS NOTED OTHERWISE. FOOTING TO TOP. 2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE. b) CELL NOT CONTAINING #3 DOWEL WILL HAVE TOP COURSE ONLY Fit -LED WITH 31 COINCREI E (USE CAVITY CAP TO PREVENT CONCRETE PASSAGE TO LOWER BLOCKS). 33.111 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. c) PIER STRAP TO BE EMBEDDED (MIN. 10") IN CELL CONTAINING #3 DOWEL. 41 isNCe€TE: TRENGTH AT 28 DAYS: 2500 P51 (NORMAL WEIGHT).4 1 CONCRETE COMPRESSIVE S 4.2 REINFORCING BARS' ASTM A615 (GRADE 60). 4.3 WELDED WIRE FABRIC (WWF)- ASTM A1:S. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 31S. 4.S CONCRETE COVERAGE OF REINFORCEMENT; FOOTINGS 3" BOTTOM AND SIDES, 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 4- THICK, REINFORCED WITH aX6 - WI.4 X W1.4 WWF AT MID DEPTH OF SLAB FIBERMESH MAY BE USED N LIEU OF WWF AT CONTRACTOR'S OPTION. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4 0 LAP SPLICE SHALL BE AS FOLLOWS. FS BAR 24% 84 BAR 20", 93 BAR 15". 51 �AA�ONRY: SA DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 5.2 MINIMUM MASONRY UNIT STRENGTH: I'm 1350 PSI. 6.3 MORTAR SHALL BE TYPE S OR M. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE. 5.5 FILL CELLS W/ 11) 05 BAR SHALL BE LOCATED @ 6' 0- O/C MAX, AT EACH CORNER AND EACH SIDE OF OPENINGS GREATER THAN OR EQUAL TO 6' 0". 61 A922 6.1 WOOD FRAMING MEMBERS: ♦2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) - 1250 PSI AND A MODULUS OF ELASTICITY - 1,600,000 PSI. 6.2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.3 ROOF SHEATHING: 1/2" C 0 GRADE PLYWOOD IOR 7/16' OSBI UNDER 30• FELT U14DER 240I FIBERGLASS SHINGLES. 6.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SCAT PLATES SHALL OF PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.S ROOF DIAPHRAGM DESIGNED FOR FOLLOWING SHEAR CAPACITY: 200 PLF 0 SIDEWALLS 290 PLF @ ENDWALLS 7) W N OWN AND DOORS: 7 1 WINDOWS AND DOORS SHALL BE INSTALLED PER 1HE MANUFACTURER'S RECOMMENDATIONS. NA LS SHALL BE 10d COMMON @ 16" O.C. STARTING WITHIN 4" OF CORNERS. W303 W3030 _ 'Y 30ETC ro 158C75E3C (i j )> -- 11 \( 36S8 (D KI MHEfl RANGE rREVRIG..\:L.'',�I'll'nnywnLl.f'(;;rlrnnnrrr.1 - '„ abi.-I�- SPACE 30EiC SPACE _ --- ('Jj")ny wnLl. 1 { CLl:nnnrot :1 v - W3018 W3030 1 W3615 MINA, ISA SAMPLE Of TWO 315 WI01: WINDOWS MULLET) NN110117 WHY OIM1 11:1101.1 Ia 1111: !Wil' A:1 OVI_HAI.I, ON I V I l.: V O `� TYPICAL WINDOW CONNECTIONS (OPTIONAL. ITEM -APPLICABLE 0 LY. tF URCHASED) scA(E: t/e' = 1'-0" • SEE SECTION 7.1 OF STRUCTURAL NOTES NAILING SCHEDULE Ledger &trip Sol* Plate to joist or blocking, face nail Top IAd common 16d common 3 at each joist or tole plate to Mud, and nailed Stud to "a plate, too nap 16d common 16. O.C. 2 Doubled studs, lac• nail Ad common 4 Doubled top plates, face nail tOd common 24. O.C. Continuoue header, twopieces 10d common 16d common Ia• O.C. ,.-linuous header to stud, too nap Ad common to*O.C. along each edge lea sheathing o, )a-- to each beating, lace nail Ad common 3 )ver felt sheathing to each bearing, fee• nap Ad common 2 fupt-up corner studs luill-up girders and beam& up to three members 16d common 20d common 3 24• U.C. 12• Gypsum Sheathing 32" O.C. at top and bottom and tlagge,ed 2 ends 11 g• 1 1/2' GaWar,iz•d and at each splice 4' Gypsum SheathingI1 7/18• head 4. O.C. at edge* a• O.C, at other beating■ :ypsum Wallboard ga 1 3/4' Galvenized 7115' head 1. O.C. at edges lt• O.C. at other bearings 1/2• 1 71a• drywall nail 7. O.C. on coiling.s!a• 11/2' drywall nail •• 0..; on want lardboard Lap Siding, Direct to Studs 6d corrosion resistant with mininwm 7. O.C. on ceilings a• O.C. on walls ardboard Lap Siding, Over Sheathing she ,it diameter of O.Ogg Inch and minimum head dm ia•tsr ,f G 240 inch 16 inch U.C. At lop and bottom edges 10d corrosion resistant with minimum s`snk diameter of 0.099 inch and mimrnum 16 inch O.C. al top and bottom edge, ardboard Panel Siding, Direct to Stud. head diameter of 0.240 Inch ad corrosion udboard Panel Siding, Owr Sheathing resists,' with minimum shank diameter of q.092 Inch and minhnum head diameter of 0.225 Inch i inch O.C. et edges and 12 mch U.0 . ■1 nlvnudiafa Ad caresion resistant with minimum thank diameter snppod& of 0 Og2 inch and minimum head di. o..r.. -r n ..... ,.- 6 inch O.C. at edge, and 12 inch O.C. at KUUI- DIAPIIRACM NAILING SCHEDULE - 110 mph ZONE [44 RIDGE LINE ++ + + + +++ ++ + + ' + + + + + + + + + Z t + of + + t + + + +\ + lit RIDGE LItJE� -- -`- + + + i 8d RING SHANK OR 10d COIdIdON NAILS 0 6" OTC -- 4" 0A 0 CARLE ENDWALL OR GApLE T .'USS J 8d COO -ION NAILS 0 6' 0/(, NOTE 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. 2) END JOINTS OF THE ROOF SHEATHING SHALL ESE S IA "i'ERED AND OCCUR OW R I-R.AIdING AiE1,1pEr,. • TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1205 FOR 1 10„ii i, WIND ZONE (1991 EDITION). • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. rj' a CCy 0 j,"' :.�I- HT 1-- A S I_I_E_ET © COPYRIGHT JI1',1 WALTER HOMES, !HC: 1988 � 1500 00 N. DALE MABRY HWY., TAMP A, FL. e b I APR 51995 GRADE VARIES ELECTRICAL SERVICE DIAGRAM NO SCALE TUB IC ELECTRICAL PACKAGE..B - INSTALLED LIGHT FIXTURES TO BE PROGRESS #4238-30 WHITE FINISH, METAL REFLECTOR, FROSTED GLASS, 12" DIA., 2 BULB BASE, OR EQUAL FOR BEDROOMS AND LIVING AREAS. PROGRESS P3605-30 FOR WALK-IN CLOSETS AND UTILITY ROOMS; PROGRESS P3408-11 FOR HALLWAYS AND BATHROOMS; AND PROGRESS P5818-30 FOR EXTERIOR LOCATIONS. ALL ELECTRICAL MATERIALS AND DEVICES TO BE U.L. LISTED. THIS PACKAGE DOES NOT INCLUDE ELECTRICAL OPTION #1 BUT THIS OPTION MAY BE PURCHASED SEPARATELY. ELECTRICAL PACKAGE C - INSTALLED CONSISTS OF ABOVE "ELECTRICAL PACKAGE B - INSTALLED", ELECTRICAL OPTION #I; ELECTRICAL OPTION #4; ELECTRICAL OPTION #5 ONE EACH PER BATH; ELECTRICAL OPTION #6 AND ELECTRICAL OPTION #8 ONE EACH PER BATH. NOTE FOR ELECTRICAL SUBCONTRACTORS: ELECTRICAL SUBCONTRACTORS MUST PROVIDE MATERIALS AND INSTALLATION WHICH WILL COMPLY WITH LOCAL CODE REQUIREMENTS. IMPORTANT THE ELECTRICAL METER BASE WILL BE INSTALLED AS INSTRUCTED BY THE POWER COMPANY OR AT THE CLOSEST POINT ON THE HOUSE TO THE POWER SOURCE (EXCEPT ON THE FRONT). THE ELECTRICAL PANEL WILL BE INSTALLED AT THE CLOSEST POINT TO THE METER BASE (OTHER THAN IN THE LIVING ROOM). REQUEST FOR ELECTRICAL SERVICE FROM ELECTRIC UTILIT' OF THE CUSTOMER. EL-EC-i-'RI CAlr GYM E301__ I-EGI=T`,J C7 SYMBOL DESCRIPTION 120V DUPLEX RECEPTACLE G.F.C.1. 120V GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE W.P. 120V WEATHER PROOF DUPLEX RECEPTACLE 240V CIRCUIT TOGGLE SWITCH N S.D. SMOKE DETECTOR 7� P.C. PULL CHAIN LIGHT SOCKET -� LIGHT SOCKET . +0 OUTSIDE LIGHT SOCKET 0 EXHAUST FAN ELECTRICAL PACKAGE B PLAN (OP"IIONAL ITEM - ,APPLICABLE ONLY IF PURCHASED) SCALE: 1/ THE C-OLUM"BIA C COPYRIG'HT JIM WALTER HOMES, IHC. 1988 1500 N. DALE MABRY HWY., TAMPA, FL. U