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Main Street 1155 30'-0" MATERIAL TYPE SIZE QUANTITY 6'-6" 3'_4" 20'-2" GENERAL NOTES " #2 WALLS R-11 3 1/2" X 15" 1851 SQ.FT. M En 4'-6" 9'-6" 10'-0" 6'-0" THE PURCHASE PRICE OF THIS HOME DOES NOT INCLUDE STARRED * ITEMS SHOWN INSULATION #2 FLOOR R-11 3 1/2" X 15" 1057 SQ.FT. 5 ON THE PLANS: LAVATORY, TUB, WATER CLOSET, WATER HEATER, KITCHEN CABINETS, #4 CEILING R-19 6" X 15" 1077 SQ.FT. fy- INTERIOR DOORS, HEATER, ETC. THESE ITEMS ARE SHOWN ON THE PLANS AS A SUGGESTED LAYOUT FOR THE CONVENIENCE OF THE PURCHASER. IF DESIRED, THESE #4 FLOOR R-19 6" X 15" 1028 SQ.FT. 'M O ITEMS ARE AVAILABLE AT ADDITIONAL CHARGE. s X I U STOOP 1 #6 CEILING R-30 10" X 15" 1067 SQ.FT. Li 1 28 30 2&30 MULL ITEMS INDICATED BY DOTTED LINES ARE SHOWN FOR THE CONVENIENCE OF THE BUYER REGULAR 1/2" 4416 SQ.FT. AND ARE NOT AVAILABLE FROM JIM WALTER HOMES, INC. V) F_ - 7 * * WALLBOARD M.R. 1/2" 192 SQ.FT. J I "'Q I PANTRY * ° ° * DOUBLE STUDS UNDER BEAM REGULAR 5/$" 1584 SQ.FT. 0 a� _ rl m -1 UTILITY - DINING ROOM I INTERIOR TRIM - - 463 L.FT. z z cp a KITCHEN °B° PACKAGE - 14 L.FT. * I WASHER I PROVIDE 14" x 18 N _ 30' 0" COUNTER TOP "C" PACKAGE - 14 L.FT. o W.H. SPACE OPENING FOR 0 b L _ — J MEDICINE CABINETto_ I RANGE f;;; - - � - M N 9'-10" 17 L.FT. 8'-4" 3'-4" 8'-6" DELUXE * I REFRIG. �j N T o SPACE MIRROR _ 3D" X 400 < Le " N � SHELF W/ ROD 12" * HOOD — — `o I HANDRAIL * 40" HIGH WALL BELOW VENTILATED SHELVING 12„ 60 L.FT. 04 *o BATH �1 HANDRAIL * 3'-4" SHELF FUR DOWN CEILING TO 7'-2" �� I ATTIC ACCESS �n 14 R/A CHASE 22' X 36" (MIN.) HANDRAIL - 14 L.FT. Q I - - - / INTERIOR STAIRS 777777777,117 CAPRAIL 1" X 6" CLEAR FIR 12 L.FT. - - - - - -- - - - - - - - PREHUNG 1-6 (E) 2 EA. LINEN N _ - - — - - - - - - — — — — — — � T - - II * N * HEATr D i N CLOSET CLOSET PREHUNG 2--0 (D) 5 EA. ill - I 2' I16.. _ = SPACE I PREHUNG 2-6 (C) 5 EA. �1 CLOSET— II PREHUNG 2-8 (W) - n WALK—IN * II II * © - CH DOWN _ Q Q CLOSET I I UP R A 5'-0" ;X 6'-10" OPENING o HANDRAIL * I I II / " HEADER I F � CHASE PREHUNG 3---0 (P) II © I I WITH 2-2 X 6 © HALL [/ BYPASS 4-0 (H) 2 EA. � _ - INTERIOR DOORS BIFOLD 2-0 (N) - � N Q © 6'-10" HIGH OPENING Q N `I � o R/A �I BIFOLD 2-6 (0) WITH 2-2" X 6" HEADER z N 00 © � - w 00 — _ PROVIDE 14" X 18" _ BIFOLD 4-0 (1) — NG R 00 6'-4" 3'-6" 0 �I MEDICINE I CABINET 6" _ 6" PLUMBING WALL z N BIFOLD 5-0 (J) ff)Y r k BIFOLD 6-0 (G) - 6" PLUMBING WALL = '� BEDROOM #3 I� Q PREHUNG 2--0 X 5---0 (M) — LIVING ROOM M BEDROOM #2 m T 0 T A L D 0 0 R S 14 EA. j * FINISH FLOORING PLYWOOD 3/8" X 4' X 8' 48 PCS. co OD 0 5'—O" CLEAR cv O 0 (OPTIONAL MATERIALS — APPLICABLE ONLY IF PURCHASED) BEDROOM #1 30 50 1 30 50 30 50 Q DOUBLE STUDS BELOW BEAM PORCH 7'---0" 17'--0" 6'-0" 00 b 4" X 4" P.T. POSIT 13'-11" wild5'-5" 10'--8" (TYPICAL) Lo 30'-0" 30 50 5'-0° 4#. X 4" P.T. P,FR())d BEACH D RAIL POST CI g�F N SECOND FLOOR PLAN = 19C�� INDICATES SHEAR WALL LOCATION SCALE: 1/8" 1 —0 apR �► a i 14'-0" 16'-0"" 30'-0" • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE FIRST ELOOR PLAN STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND SCALE: 1/8" = 1'--0" ZONE 1997 EDITION) INDICATES SHEAR WALL LOCATION • THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS SYMBOL DOORS ROUGH OPENING `n/I � n O ` n/� ROUGH OPENING - _ DRAWING ONLY WIDTH HEIGHT WINDOWS VV WIDTH HEIGHT KITCHEN SIDE OF STUD A 3 -0X 6 --86 RAISED PANEL 3 - 2 3/4" 6 -10 1 /21) 2830 SINGLE 32 1 /2 36 1 /2" B 2, „-8 X 6, „-8 FIXED SASH 2,-10 3/4 6'-10 1 /2 2830 MULL 64 5/8 , 36 112" 2" x 4" OR 2" x s" 12d OR 16d NAILS - FACE NAILED C 2'-6" X 6'-8" INTERIOR FLUSH * 2'-- 8 1 /2" 6'---10 1 /2" 2840 SINGLE 32 1 /2" 48 1 /2" NAILS BLOCKING (TYPICAL) AND TOE NAILED AS SHOWN (TYPICAL) THESE BUILDING PLANS ARE PROPRIETARY TO D 2'-0" X 6'-8" INTERIOR FLUSH * 2'- 2 1 /2" 6'=10 1 /2" 2840 MULL 64 5/8" 48 1 /2" BLOCKING TO BE FLUSH WITH JIM WALTER HOMES, INC. ANY UNAUTHORIZED E 1 '-6" X 6'-8" INTERIOR FLUSH * 1 '- 8 1 /2 6'-10 1 /2 2850 SINGLE 32 1 /2" 60 1 /2 11 THE KITCHEN SIDE OF THE STUDS USE SHALL CONSTITUTE COPYRIGHT INFRINGE- F 3'-0" X 6'-8" CROSSBUCK 3' 2 3/4" 6'-10 1 /2 2850 MULL 64 5/8" 60 1 /2" MENT AND WILL INITIATE LEGAL ACTION WHICH G 6'--O" X 6'-8" BI-FOLD * 6'- 2" 6'---10 1 /2 3050 SINGLE 36 1 /2" 60 1 /21111 MAY RESULT IN FINES AND/0R INCARCERATION H 4'-0" X 6'-----8" BY-PASS * 4'-- 1 7/8" 6'-10 112" 3050 MULL 72 5/8" 60 1 /2" SIDE VIEW LIVING AREA 1 ,495 SQ. FT. 1 4'-0" X 6'-8" BI-FOLD * 4'- 2" 6'-10 1 /2" NOTES: FRONT PORCH AREA 96 SQ. FT. J 5'-0" X 6'-8" BI—FOLD * 5'---- 2" 6'-1 0 1 /2 1) "Z" WINDOW FLASHING MUST BE USED ON TOP OF ALL K 2-2'-0" X 6'-8" INT. FLUSH * 4'- 2 1 /2" 6' -10 1 /2" MULLED WINDOW UNITS NOT PROTECTED BY ROOF WALL STUDS REAR STOOP AREA 16 SQ. FT. OVERHANG. I HAVE REVIEWED THESE PLANS AND THEY DATE L 2-21-4)1 X 61-83) INT. FLUSH * 4'-10 1 /2" 6'—10 1 /2 2) WINDOW FIN MUST BE INSTALLED OVER SHEATHING. CORRECTLY REFLECT THE CHANGES I HAVE 3/27/98 M 2'-0" X 5-0" INTERIOR FLUSH * 2'— 2 1 ""1 2' "25 — 23) ALL HEADERS MUST BE 82 1/2ABOVE FINISH FLOOR. FRONT VIEW DRAWN BY / / REQUESTED. SIGNED THIS DAY OF JDC N 2'-0" X 6'-8" BI-FOLD * 2'- 2" 6'-10 1 /211 NOTE: CABINET BLOCKING WILL BE OF 2" X 4" OR 2° X 6° MATERIAL. 1 g — • REVISED 0 2'--6" X 6'-8" BI-FOLD * 21 --- 8" 6'----10 1 /2" TOP EDGE OF BLOCKING WILL BE AT 85" ABOVE THE FINISHED P 3'-0" X 6'-8" INTERIOR FLUSH * 3'— 2 1 2" 6'--10 1 /2 FLOOR. BLOCKING SHOULD BE FLUSH WITH THE KITCHEN SIDE SCALE OF THE STUDS. FASTEN WITH 12d OR 16d NAILS. INSTALL ON CUSTOMER SIGNATURE 1/4"=1'-0" S 6'-0" X 6'-8" SL. GL. DOOR 6'— 0 1 2" 6'- 8 1 /4 ALL WALLS RECEIVING UPPER CABINETS (16" OR 24" O.C. SPACING). W 2'--8" X 6'-8" INTERIOR FLUSH * 2'-10 1 /2" 6'-10 1 2" RECEIVED SHEET NAME A PROPOSED NEW RESIDENCE FOR: SHEET Y 3'-0" X 6'-10" OPENING 3'- 1 " 6'-10 1 2" S . CLARK FLOOR PLAN APR 1 6 199 KITCHEN C A B I E T W A L BLOCKING D E T A DUVAL COUNTY, FL JACKSONVILLE BRANCH NOTE: HEIGHT OF ROUGH OPENING IS MEASURED FROM FINISH FLOOR. SCALE: 3/4" = t'-D" MODEL NAME THE VIC KS BUR City of Atlantic beach COPYRIGHT JIM WALTER HOMES, INC. 1988 Building And Zotling 0 Ar 4y � '';M;' '�-• ;i" ., 1500 N. DALE MABRY HWY, TAMPA, FLORIDA rte^^ ` ! I S � 44•�J U 30'-0" 30'-0" 10'-0" % 8'-0" 12'---O" lot-oil 8'-0" 12'-0" 2'-6" 4'-0„ -1N 2"X 6" P.T. STOOP JOISTS AT 16' O.C. 12 -8 �Ell, - � - - 2" X 6" P.T. 5700P m BOXING BAND LAP JOISTS 3" (TYP.) 2•-6, 4�_D. 2-2" X 6" P.T. STOOP SILLS SEE STANDARD PIER DETAILDOUBLE JOIST REQUIRED , DOUBLE JOIST A7 PLUMBING WALL � r - -1 F 2'-8" ACCESS OPENING WITH 2" X 6" BLOCKING AT 24" O.C. I 1 (PREFERRED LOCATION MAY BE 5 L _ J L- 2--2 X 6 P.T. RELOCATED IF NECESSARY ) STOOP SILLS - - - - -L - - - _ _ _ - - - - - - - - - - - - - - N f� U I o En o I o ILIEDmul 2-2" X 10" SILLS U `V F- _ _ � I p- I I * I I * I I �- 1 L _ _*J L _ _*_J pl I I DOOR THRESHOLD WITH v~i r - - r - - 7 I � � CAULK UNDER IT a UNDERLAYMENT FLOORING N I I * I I 1" X 4" "D" GRADE P.T. TRIM 01 I SUBFLOOR L _ _*J L _ _ J I OVER FLASHING FLUSH WITH a I O DECK FLOOR AND TO EXTEND _ I ¢ N 70 ENDS OF STOOP/PORCH DECK 1 o f - - L Q -1 L -1 L DOUBLE- PLY AT THRESHOLD I xI � 20" ALUMIN. FLASHING WITH CAULK cn I �' (0 =3 I * I I * I I * 1 I * I I L - _* L _ _*J L - -*J L o P.T. BOXING BAND o o I I I - 1 P.T. PORCH DECKING 1 �I I SEE INTERIOR PIER DETAIL - C _ I a � x (TYPICAL (**) ONLY) � I I I N N I � � w I I r• N I I P.T. PORCH JOISTS PER PLAN 8" X 8" X 16" CONCRETEL _ -J r - - -1 P.T. SILLS PER PLAN o BLOCK CAPPED WITH A I I I m 2" X 8" P.T. PLATE I SECURED TO FOUNDATION o I * I I ca W/ 1/2" ANCHOR BOLTS z L - AT 4 -O" O.C. AND AT L _ I O EACH CORNER. I I o0° ICD I n EXTERIOR DOOR FLASHING DETAIL x I I SCALE: 1-1/2' = 1'-0" SEE STANDARD PIER DETAIL - I NOTES: 1) FLASHING AND P.T. SILLS MUST BE INSTALLED AS SHOWN. N I 2) CAULKING MUST BE PLACED BETWEEN ALL JUNCTIONS OF DOOR r" I I FRAME AT TRACKS AND HOUSE. THE BOTTOM TRACK MUST BE 0 FULLY CAULKED AT FRONT AND BACK EDGES AND INTO THE i L_ - 1 L - -1 I SCREW HOLES SECURING TRACK TO FLOOR. in I I I 8" X 16" CONCRETE FOOTING I # 2-2" X 10" P.T. I I a I b I WITH 2 5 REBAR (CONT.) I PORCH SILLS IF - - - - - - - - -- - - -� I L - - - - SOLID BLOCKING MUST 2" X 4" NAILER AND 2 X 6 P.T. PORCH 2-2 X 10 P.T. 2 X 6 P.T. PORCH I I BE USED ABOVE THE 2" X 4" SPACERS AT 24" O.C. JOISTS AT 16" O.C. PORCH SILLS JOIST BOXING BAND - - - - - - - - - - - - T - _ - - - - - - - SILL AT BOTTOM OF 14'-D" 8'-0" 8'-0" STUDS BEARING CEILING 8" X 15" FOUNDATION 8'-0„ 8,-0„ BEAM (TYPICAL) 30 -0 ll 11w VENTS (8 REQUIRED WITHIN 36" OF CORNER) 14'-O" 16'—_D, FIRST FLOOR FRAMING PLAN 30'-0" SCALE: 1/4" = 1'--0" NOTES: 1) ALL PORCH FRAMING TO BE P.T. MATERIAL. . SOLID FOUNDATION PLAN 2) FLOOR JOISTS, BOTH MEMBERS OF SILLS, AND BOXING BAND AT ALL STOOPS/PORCHES AND DECKS TO BE P.T. MATERIAL. NOTES: 1) HEIGHT OF PIERS TO BE 7-3/4pp LOWER THAN SOLID FOUNDATION WALL. SCALE: 1/4" = V-a" 3) PERIMETER SILLS TO BE ELIMINATED WHEN SOLID FOUNDATION OPTION PURCHASED. 4) SOLID BLOCKING 70 BE INSTALLED BETWEEN JOISTS UNDER STUDS 2) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. SUPPORTING CEILING BEAM. 3) 4 MIL. GROUND COVER REQUIRED IN CRAWL SPACE (WHICH HAS BEE� CLEARED OF DEBRIS). 4) 1/2" ANCHOR BOLTS AT EACH CORNER AND AT 4'-0" AROUND PERIIMETER. (2) SOUTHEASTERN TAPR216 5) CELLS WITH 1/2" ANCHOR BOLTS MUST BE FILLED WITH CONCRETE FfROM FOOTING TO TOP. (2) SOUTHEASTERN TAPR216 PIER STRAP W/ CONCRETE POURED CELLS 6) SEE STANDARD PIER DETAIL. PIER STRAP W/ 4" EMBEDMENT—ATTACHED (SEE PIER NOTES) CONCRETE POURED CELLS 4 EMBEDMENT/ATTACHED TO SILL W/ (12) 10d NAILS ,^ '� TO SILL W/ (12) 10d NAILS ` F (SEE PIER NOTES) , #3 DOWEL BAR 2' X 6" „ 2" X 4" STUDS ATf 16 O.C. �? I 8 X 8 X 16 CONCRETE BLOCK WALL SHEATHING GLUED AND NAILED TO #3 DOWEL BAR 2' X 6" I � 8" X 8" X 16" CONCRETE BLOCK OVERLAPPING BOXING BAND W/ 2 - ROWS OF 12d ? 3 •I � .il #4 REBAR (24" LONG) NAILS SPACED AT 8" O.C. AND STAGGERED. PLYWOOD ATTACH SHEATHING TO STUDS W 2 #4 REBAR (1$" LONG) 10" X 30" X 30" POURED EACH WAY - TIED / GLUE AND i 8" X 24" X 24" POURED i' EACH WAY - TIED CONCRETE PAD 8d COMMON NAILS SPACED 6" O.C. CONCRETE PAD �r q 5 +q � ' „ „ L 1. 2" X 4" SOLE PLATE _ q • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE .s� \ STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE g STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND METAL CHAIRS DIAGONAL (2 REQ'D) METAL CHAIRS DIAGONAL (2 REQ'D) ZONE (1997 EDITION) • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE N A N D A R D P I ER DETAIL INTERIOR P I E R D E T A DATE IT 15 SIGNED AND SEALED. 3 BAND) JOIST • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS SOUTHEASTERN RTP20814 STRAP g s 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. NO SCALE 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. NO SCALE DRAWING ONLY AT 16" O.C. ATTACHED TO BOXING2) BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12" BELOW GRADE OR FROST LINE, BAND AND UNDER SIDE 2" X 8" PLATE W/ 2) BOTTOM OF FOOTINGS 70 BE A MINIMUM OF 12 BELOW GRADE OR FROST LINE, W/ (7) 8d NAILS INTO EA. MEMBER EBOND BEAM W/ WHICHEVER IS GREATER. WHICHEVER IS GREATER. ((1) #5 CONT. 3) PIER NOTES: 3) PIER NOTES: a) THE CELL CONTAINING #3 DOWEL WILL BE FILLED WITH CONCRETE a) THE CELL CONTAINING #3 DOWEL WILL BE FILLED WITH CONCRETE FROM FOOTING TO TOP. FROM FOOTING TO TOP. SHEET NAME MODEL NAME SHEET 1/2"0 ANCHOR BOLT AT 4'-0" D.C. b) CELL NOT CONTAINING ##3 DOWEL WILL HAVE TOP COURSE ONLY FILLED WITH b) CELL NOT CONTAINING ##3 DOWEL WILL HAVE TOP COURSE ONLY FILLED WITH FOUNDATION CONCRETE (USE CAVITY CAP 70 PREVENT CONCRETE PASSAGE TO LOWER BLOCKS). CONCRETE (USE CAVITY CAP TO PREVENT CONCRETE PASSAGE TO LOWER BLOCKS). & FLOOR FRAMING THE VICKSBURG c) PIER STRAP TO BE EMBEDDED (MIN. 4") IN CELL CONTAINING ##3 DOWEL. c) PIER STRAP TO BE EMBEDDED (MIN. 4") IN CELL CONTAINING #3 DOWEL. 2 SOLID EOUNDATION STRAP DETAIL 4) PIERS ARE TO BE CAPPED WITH METAL FLASHING TO OVERHANG SIDES. 4) PIERS ARE TO BE CAPPED WITH METAL FLASHING TO OVERHANG SIDE. JIM WALTER HOMES INC 5) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. 5) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. r' ► a,,, NTS6) STRIKE ALL MORTAR JOINTS. 6) STRIKE ALL MORTAR JOINTS. COPYRIGHT JIM WALTER HOMES, INC. 1988 REVIs /2E1 98 1500 N. DALE MABRY HWY, TAMPA, FLORIDA ti .i4 � f .1998 , s s. 30'-O" V-011 30'--0" 2" X 4" SUB---FASCIA BOARDI I I 1" X 6" BARGE BOARD 1" X 6" FASCIA WALL BELOW 2" X 4" SUB BARGE BOARD I I I RAFTERS AT 16 Q.C. 9'-10" 8'-4" 11'-10" 2" X 8" RAF 7ER5 A7 16' O.C. (SEE RAFTER PLAN) m SOUTHEASTERN THDS26 (SHADED AREA ONLY) 1 1 1 1 1 1 1 s JOIST HANGERS SEE STRONGBACK DETAIL I I I I I I I 2" X 6" CEILING JOISTS I I I I I I I I I I I I I I I I I I I I I I I I I I AT 16" O.C. WALL BELOW SEE BEAM DETAIL #1 - - m I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 V) co A CD --j 7 0 0 � zI �z o o I I I I I I I I a Of 00 Q! - I I O � O� i J J V) `'- x `' x o JN _jN N I M m .. . . . I N Dx n . . . . . . . . . . . . . . . . . . . . � 00 I 00 o o� . . . . . . . . . . . . I . . . . .. . .. IF _I STAIRWAY OPENING I -- z oLn x m :.: -of - \ Z N N xV. I I o a aan a co .. :' :' :' :' co CD I I I I I I I I I I I in °�° J x a O . . .. . . . . . r — — O N ~ N N ' ' CU 2" X 6" CEILING JOISTS AT 16" O.C. SEE STRONGBACK DETAIL co 00 1 . . . .. . . . _ �117- o (INSTALLED 8'-0" ABOVE FINISHED FLOOR) 7 11HWALL BELOW 1" X 6" PRIME TRIM FASCIA 11 LT . . . . . . . I/.I ./ IN W/ 2" X 4" SUB-FASCIA CD 0 Q N 04 rx m c o T T o 0 LL z _j X � - SECOND FLOOR CEILING JOIST PLAN o i 0 a - cV r � SCALE: 1/4" = 1'-0" x X 1 -0 N Q _1_ z_� _ _1. 1_. �_ _ _1' _L (p CV 3 TABS ASPHALT SHINGLES ROOF SHEATHING (SEE WALL NOTES) (GLASS-M/4TS) OVER 15# FELT 2" X 4" SUB BARGE a o I I HU 1" X 2" P.T. MOLDING 2" X 6" GABLE END RAFTER RIDGE VENT LOCATION (SEE DETAIL) 2" X 2" NAILER HARDBOARD 1" X 6" PRIME TRIM BARGE BOARD 2" X 6" RAFTERS 2-2" X 10" PORCH BEAM PORCH VENT LOCATION SOFFIT [SEE BEAM DETAIL #6 2-2" X 10" PORCH BEAM WALL BELOW AT 16" O.C. (SEE DETAIL) 2" X 4" OUTLOOKER AT 24" O.C. (SEE DETAIL) J (FIRST FLOOR LEVEL) 2" X 6" CEILING JOISTS 2" X 8" RIDGE BOARD SIDING OVER AT 16" O.C. 2" X 4" NAILER AND LAP JOISTS 3 (TYP.) OSB SHEATHING 2" X 4" BLOCKING AT 16" O.C. 8" X 16" SOFFIT VENT (TYPICAL OF7) 1'-0" 30'-O" 1'-0" 2" X 6" CONT. 2" X 4" CONT. 2" X 4" GABLE STUD AT 16" O.C. 14'-0" 16'-0" Ion W/(2) Sd ® 8" O.C. W/(2) Sd NAILS 30'-0" RAFTER PLAN NOTE: WHEN RAFTERS ARE SPACED 24" O.C., SCALE: 1/4" = 1'-0" PLY CLIPS MUST BE INSTALLED. SECTION AT CABLE END FIRST FLOOR CEILING ERAMING # RIDGE CAP SHINGLES RIDGE VENT SCALE: 1-1/2" = 1'-0" 12 SHINGLES OVER 15 FELT VARIES SHEATHING \ I 2" X 8" RIDGE BOARD BLOCKING OVER & SECOND FLOOR FRAMING PLAN 2" X 6" RAFTERS PARTITIONS RAFTER SCALE: 1/4" = 1'-0° STRONGBACK DETAIL SOUTHEASTERN HCPR/L SOUTHEASTERN TPP4 3/4" SCALE: 1"= V-0" 2" X 2" NAILER - - - 3/4" 2" X 6" CEILING JOIST 2-2" X 6" HARDBOARD SOFFIT r .. ROOF SHEATHING ( SEE WALL NOTES) 12 CEILING JOISTS1" X 2" P.T. MOLDING 4 a o RIM FASCIA CEILING JOIST RAFTERS RIDGE VENT DETAIL OVER 2"PX IME UB FASCIA DOUBLE 2" X 4" PLATE NOTE: 3/4" CUT OUT ON BOTH SIDES OF RIDGE BOARD. SCALE: 3/4" = 1'-0° 8" X 16" EAVE VENT ASPHALT SHINGLES CUT OUTS SHOULD STOP 12 FROM END OF SOUTHEASTERN THDS26 OULOCATED SOUTHEASTERN HCPR/L RIDGE VENT ON EACH END, JOIST HANGER SHOWNON RAFTERPLAN) 1'-4" 2-2" X 10" BEAM DETAIL NO .–O" HARDBOARD SOFFIT W/ VENTS INSULATION SHEATHING `•----- SCALE: 1" = 1'-0" 1"X 6" PRIME TRIM FASCIA LAP SIDING OVER 2" X 4" SUB-FASCIA ' FLASHING RIDGE VENT 2" X 4" BOTTOM PLATE 1" X 2" P.T. MOLDINGzzi��� ROOF SHINGLES 2" X 4" STUD SUBFLOOR BOXED EAVES DETAIL HARDBOARD) SOFFIT WALL k I * MITERED CUTS TO BE MADE AT ALL JOINTS OF FASCIA. SCALE: 3/4" = 1'--0" LAP SIDING 1" X 2" TRIM 2" X 6" RAFTERS LAP SIDING 2--2" X 12" 1" X 6" SOFFIT • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE ATTACH BEAM TO POST W/ (2) W' X 4" P.T. POST ANCHORED AT BOTTOM STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE / (2) SOUTHEASTERN fRTP181$820 STRAPS 2" X 8' LEDGER 2" X 10" FLOOR JOIST 2" X 6" BRIDGING STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND SOUTHEASTERN RTP18820 STRAPS 3/4„ ZONE (1997 EDITION) SHEET NAME MODEL NAME SHEET • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE FRAMING THE VICKSBURG 3 PORCH BEAM DETAIL DATE IT 15 SIGNED AND SEALED. PLANS/DETAILS BEAM D E T A I N O • DSIGNED AND RAWING NG ONLYEALED FOR THE STRUCTURAL PORTION OF THIS SCALE: 1 11'-0" PORCH R I D C E VENT DETAIL SCALE: 1" = V-n" JIM WALTER HOMES, INC. * MITERED CUTS TO BE MADE AT ALL JOINTS OF FASCIA. NOTE: NAIL BEAM AND JOIST TOGETHER WITH 20d NAILS. `N.. ...;'�.:.p. . © COPYRIGHT JIM WALTER HOMES, INC. 1988 SCALE: 1-1/2" = 1'-0" REVI R.'Y. 12500 N. DALE MARRY HWY, TAMPA, FLORIDA I n rn q OF RIDGE i 14'-4 1/4" M cn 71-3 1/200 6'-6 1/4" 7'-10" 8'-4 1/4" 5 U SEE RIDGE VENT DETAIL11'-10 1/4" m Ln Y U 12 s 40 w U_ V) N _J SOUTHEASTERN HCPR/L (TYPICAL) E _ o a z V) - _ AIR CONDITIONING SUB—CONTRACTOR _ 2" X 4" LEDGERS TO CUT HOLE IN PLYWOOD 0 INTERIOR NON—LOAD BEARING WALLS AT 16" 00 O.C. — I co 6'^0" I I 00 12 ca I 12 O6 o I Ln N SECOND FLOOR 0 ______---____--R-kk � --- O 1/2" PLYWOOD TOP VIEW \ 2 LAYERS 1/2" PLYWOOD 00 EXTEND SUBFLOOR AND UNDERLAYMENTI FLOORING 1" TO ACT AS NOSING N STRINGER CUTS: STUD 13 TREADS AT 9" \ LANDING 2" X. 4" LEDGERS 14 RISERS AT 7-5/8" TREAD MATERIAL TO EXTEND 1" FOR NOSING SECTION A—A DEADWOOD I I FRONT VIEW I NOTE: CARPENTER TO CUT ALL PIECES OF PLYWOOD. FRONT PIECE TO BE FIRST FLOOR NAILED IN PLACE. TOP PIECES ARE NOT 11 11 TO BE NAILED. HN. A . C . PLATFORM DETAIL. SCALE: NTS HOUSE SECTION TH ROU CH STAIRS SCALE: 1/4" = 1'-D" 2'-0" 6'-2 13/16" 15'-11 3/4" 4-1/2" 4-1/2" o 2'-0" 7'-7 15/16" 2'--1 7/16" 13'-3 5/8" W L4-1/21* Q 4-1/4" 4-1/2" 0 o a 4'-10 1/8" 7'-2 11/16" 2'-1 7/16" 9'-4 5/8" 4-1/2" 4-1/2" 4-1/4" 4-1/2" 0 0 0 • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SHEET NAME MODEL NAME SHEET STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND ZONE (1997 EDITION) THRU—SECTION THE VICKSBURG RA F- T E R C U T D E T A I S • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE & DETAILS 4 DATE IT IS SIGNED AND SEALED. SCALE. 1/2" = 1'--0" • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS JIM WALTER HOMES INC. DRAWING ONLY r+ f REVIs, Q!` 'Vl COPYRIGHT JIM WALTER HOMES, INC. 1988 1500 N. DALE MABRY HWY, TAMPA, FLORIDA i I l 3 TAB ASPHALT SHINGLES - (GLASS-MATS) OVER 15# FELT n 12 PLYWOOD SHIMS In APA RATED 1/2" PLYWOOD OR 7/16" OSB SHEATHING VARIES 2" X 6" CEILING JOISTS AT 1fi" O.C. REQUIRED ol WITH EXPOSURE 1 DESIGNATION.(SEE NAILING SCHEDULE) 2" X 4" BLOCKING AT 4'---0" O.C. N AT GABLE ENDS y 2" X 6" RAFTERS AT 16" O.C. R-19 FGB INSULATION TMC WINDOW HEADER rxrx D M _ SOUTHEASTERN TPP4 SPACER BLOCKS SOLID CORNER 1/2 GWB TMC (TYP.) _ GALV. METAL EAVES DRIP ANCHOR EACH FRA TER TO TOP PLATE 1" X 2° P.T. MOLDING W/SOUTHEASTER;N HCPR/L CONNECTOR cam, JACK STUDS V) 1" X 6" FASCIA OVER i 2" X 4" SUB FASCIA o 0 HARDBOARD SOFFIT W/ VENTSDOUBLE HEADER OVER WINDOWS AND DOORS. (SEE NOTEj#1) DOUBLE HEADER Ln 2-2"X4" TOP PLATE 16d NAILS 3 W/ SOUTHEASTERN TPP4 AT EA. STUD 11.._.411 16" O/C � O.H. = EACH FACE „ 2"x4" STUDS TYP. w SINGLE 2x4 �i TRIMMER STUD TYPICAL 1/2" GWB 7Mc LAP SIDING OVER APA RATED 12" PLYWOOD U OR 7/16 ' OSB SHEATHING WITH - EXPO URE 1 DESIGNATION ATTACHED TO = 00 P.T. BOT. PLATE STUD W/ 8d NAILS AT 6 O.C. EDGES, o0 0R 12" O.C. FIELD. Q a fAl1% T z (DR11 FGB INSULATION 2" X 4" SPF STUDS AT 16" O.C. ATTACHED TO I NOTE: WHEN OPENING EXCEEDS 6' IN WIDTH 00 DOUBLE JACK STUDS ARE REQUIRED LLJJ Lw DOUBLE TOP PLATE W/ SOUTHEASTERN TPP4 EACH SIDE. (SEE NOTE #2) "T" CORNER UNDERLAYMENT FLOORING (SEE NOTE #3) 15# FELT TYPICAL DOOR HEADER DETAIL TYPICAL WINDOW HEADER DETAIL TYPICAL " T" & CORNER APA RATED 1/2" CDX PLYWOOD SUBFLOOR NO SCALE NO SCALE NO SCALE 2" X 4" PLATE ATTACH W/8d NAILS 6" O.0:. AT WALL SHEATHING GLUED AND NAILED TO EDGES AND 12" O.C. INTERMEDIATE. OVERLAPPING BOXING BAND W/ 2 - ROWS OF 12d NAILS SPACED AT 8" O.C. AND STAGGERED. ATTACH SHEATHING TO STUDS W/ GLUE AND NOTE: ALL BREAKS ON BOTTOM 8d COMMON NAILS SPACED 6" O.C. R11 FGB INSULATION TMC MEMBERS OF TOP PLATES BOXING BAND - SEE DOUBLE 2" X 4" PLATE DOUBLE BEAM MUST BREAK ON STUD. FLOOR FRAMING PLAN 1/2"0 A.B. AT 48" O.C. OFFSET TOP PLATE END TOP SPLICE JOINTS A MIN. OF 48 STARTER STRIP ' ' ' W/ 2"X 2"X 1/8" FLOOR JOISTS AT 16" O.C. . OUBLE 10d WASHER & NUT (TYP). SEE FLOOR FRAMING PLAN SOUTHEASTERN RTP20814 STRAP AT 16" O.C. ATTACHED TO BOXING 2" X 8" P.T. PLATE 24,, BAND AND UNDER SIDE OF 2" X 8" PLATE K.O. BLOCK FILLED W,/(1) #5 BAR W/ (7) 8d NAILS INTO EA. MEMBER #5 VERT. IN FILL CELL GRADE (VARIES) AT 6'-0" O.C. TYPICAL • 10d ® 8" 0/C z_v, NOTCH CORNER TO ACCEPT BEAM z J� ' II I � � � � ..I.I• : I ' NOTE: 8" X 8" X 16" CONICRETE BLOCKS PLATE LENGTHS MUST BE � a 6.Q. ," .� , „ 2 STUDS AT LEAST S —0 LONG. TYPICAL OTTOM SPLICE OVER STUD N MY� a0 O c� Pil a •6 LID LIV 8"x16" CONCRETE FOOTING METALCHAIRS TO HOLD W/ 2 #5 REBAR (CONT.) REBAR BEAM TIE DETAIL AT C O R N E R NOTE: PIER SIZE VARIES -- SEE FOUNDATION PLAN NOTE: SOIL SHALL BE FREE OF ORGANIC MATTER NO SCALE TOP PLATE SPLICE DETAIL AND COMPACTED TO 2,000 P.S.F. TYPICAL WALL SECTION SOLD FOUNDATION OPTION SCALE: 3/4"=1'—O" NOTES: 1) MITERED CUTS TO BE MADE AT ALL JOINTS OF FASCIA. SCALE: 3/4" = 1'-0" 2) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. TYPICAL WALL TIE BRIDGING (STAGGERED) 1" X 8" RISER NO SCALE WALL SECTION NOTES 2" X 12" TREAD 1. DOUBLE HEADERS: WALLBOARD WHEN PURCHASED TO 2-2" X 6" AT EXTERIOR AND INTERIOR LOAD BEARING WALLS. BE INSTALLED BEHIND SKIRT BOARD 2-2" X 4" AT INTERIOR NON-LOAD BEARING WALLS. 1" X 12" SKIRT BOARD 2-2" X 8" AT 6' SLIDING GLASS DOOR (DOUBLE JACK STUDS EACH SIDE). 2--2" X 12" AT OPENINGS LARGER THAN 9' (DOUBLE JACK STUDS EACH SIDE). 1" X 12" SKIRT BOARD 1 3/4" WOOD GRAB RAIL 2. STUD SPACING: 16" Q.C. AT ALL EXTERIOR AND INTERIOR LOAD BEARING WALLS. STUD WALL 24" O.C. AT ALL INTERIOR NON-LOAD BEARING WALLS (16" Q.C. MAY BE PURCH)ASED). 3. UNDERLAYMENT FLOORING: 2) SCREWS 1 112" X #12 3/8" PLYWOOD STANDARD, 1/2" PLYWOOD, OR 5/8" PLYWOOD (OPTIONAL). 1/2" PLYWOOD 2" X 12" TREAD _ 3) SCREWS 1 1/2" X #12 4. ROOF / SUB-FLOOR SHEATHING: a) 7/16" O.S.B. FOR ROOF SHEATHING. FLOOR JOIST b) 15/32" 3-PLY PLYWOOD FOR SUB-FLOOR. 2 X 12 STRINGER (NOTE) - IF 7/16" OSB & 15/32" P/W SHEATHING ARE BOTH ON THE JOB 2" X 12" STRINGER SITE, THE 15/32" PLYWOOD IS TO BE USED FOR THE SUB-FLOOR. 5. FRAMING NOTES: a) 4' X 8' OSB TO BE USED AT EACH SIDE OF EXTERIOR CORNERS. b) STRUCTURAL CORNERS AND STRUCTURAL SHEATHING MUST BE COVERED WITHI FELT. INTERIOR HANDRAIL DETAIL BRIDGING DETAIL c) ALL CORNERS IN EXTERIOR WALLS TO BE SOLID PER DETAIL. SIDE VIEW END VIEW No SCALE NO SCALE d) EXTERIOR WALLS SET---IN 1/2" TO ACCOMMODATE SHEATHING. e) INSTALL 1" X 4" P.T. TRIM BOARD PER "EXTERIOR DOOR FLASHING DETAIL" A-T ALL (OPTIONAL ITEM- TO BE INSTALLED ONLY IF PURCHASED OR REQUIRED BY LOCAL BUILDING CODES) DECKS, STOOPS, AND PORCHES. f) BOTH MEMBERS OF MAIN SILLS AT EXTERIOR DOOR OPENINGS AND PORCH/STOOP AREAS TO BE P.T. MATERIAL. INTERIOR STAR DETAILS • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE g) MITER ALL JOINTS IN FASCIA, CORNER BOARDS, AND HANDRAILS. STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SHEET NAME MODEL NAME SHEET NOTES: 1) HANDRAILS FOR THE INTERIOR STAIRS ARE NOT A PART OF THE BASIC SHELL HOME SCALE: 1-1/2" = 1'-0" STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND SECTIONS h) CAULK UNDER DOOR THRESHOLD AND SLIDING GLASS DOOR TRACKS. PURCHASE PRICE. IF DESIRED, THEY ARE AVAILABLE AT ADDITIONAL CHARGE AND ZONE (1997 EDITION) THE VIC KS B URG 6. STARRED (7Ik) ITEMS SHOWN ARE NOT INCLUDED IN THE BASIC PRICE. AVAILABLE ONLY WHEN WOOD TRIM PACKAGE "INSTALLED" IS PURCHASED. • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE & DETAILS 5 DATE IT IS SIGNED AND SEALED. 2) HANDRAILS WHEN PURCHASED WILL BE OF PAINT GRADE FINISH ONLY. HEIGHT OF a SEALED FOR THE STRUCTURAL PORTION OF THIS JIM WALTER HOMES INC . HANDRAIL TO BE 32" MEASURED FROM TOP OF HANDRAIL TO NOSING OF TREAD. DRAWING ONLY � �� 'A�f, O COPYRIGHT JIM WALTER HOMES, INC. 1988 REVISED ;- % w9� �, 1500 N. DALE MABRY HWY, TAMPA, FLORIDA 1 • n rn co RIDGE VENT-\ TAB GLASS-MATS ROOF SHINGLES (TYPICAL) RIDGE VENT a 12 x ca - --- 5/4" X 6" RADIUS EDGE P.T. HANDRAIL m - -- - 2" X 4" P.T. TDP RAIL s w 2" X 2" P.T. STRUTS 16" AT 5" O.C. Ln 4" X 4" P.T. 15 12 RAIL POSTS o RIDGE VENT O6 z < 2" X 4" P.T. P.T. DECK JOISTS 12 BOTTOM RAIL n i ci 2" X 2" P.T. LEpGER 12" L 12" 16 P.T. DECK SILLS 0 - - - - - - - - - - - - - - - - - - - _ � _ _ _FINISHED FLooRDECK N G DETAIL SCALE: 1/2" = V-0" - - - - - - - - -GRADE VARIES F R O N T R IG H T S I D E RIDGE VENT RIDGE VENT -\O - ^ ' - _ _RIDGE HEIGHT , - - 4 0 I 2nd FL FINISHED CEILING 16" 1O J — 6 � � VENT I � 4' X S' O.S.B. CORNERS TYPICAL SOLID CORNER cc O 12 z COVERED WITH FELT v O4 - - - - - -SECOND-FLOOR _ _ 5/4" X 4" PRIME 1st FL FINISHED CEILING 10" TRIM CORNER BOARD L16" 16" 0 z 12" 12" SIDING I � o 5/4" X 5" PRIME TRIM CORNER BOARD 4 FINISHED FLOOR CORNER BOARD DETAIL _ _ _ _ _ _ _ _ � _ _ 1 P : Q NOTE: JOINTS SHOULD BE MADE ON SIDES. SCALE: 1-1/2" = V-0" i GRADE (VARIES) +I L E F T S I D E R E A R 1 3/4" WOOD GRAB RAIL LAP SIDING (TYPICAL) \ 5/4" X 6" RADIUS EDGE / E L E V A T O N S P.T. HANDRAIL (2) SCREWS 1 1/2" x #12 SCALE: 1/4" = 1'-0" (3) SCREWS 1 1/2" x #12 4" X 6" RADIUS EDGE P.T. HANDRAIL 4P.T. ANDRAIL X 6" RADIUS EDGE P.T5/4" X 6" RADIUS 2 X 6 P.T. TREADS 5/ 5/ EDGE P.T. HANDRAIL 2" X 2" P.T. STRUTS----_____, 2" X 4" P.T. TOP RAIL AT 5" O.C. 2" X 4" P.T. TOP RAIL 2" X 4" P.T. TOP RAIL 2" X 4" P.T. TOP RAIL VL 2" X 2" P.T. STRUTS 2"AT 5 X„ O.C.P.T STRUTS GRASPABLE HANDRA L DETAIL AT 5” O.C. SCALE: NTS x ¢ 4" X 4' P.T. POST 2" X 4" P.T. 1 X 8 P.T. < k (EXTERIOR GRABRAIL ONLY TO BE INSTALLED WHEN REQUIRED BY LOCAL BUILDING CODES) KICKBOARD 2" X 2" P.T. STRUTS NAILER AT 5" O.C. IN 711 2" X( 4" P.T. SEE DETAIL 1 _L _ BOTTOM RAIL 45' TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE 2" X 2" P.T. LEDGER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND 2" X 12" P.T. STRINGER 2" X 4" P.T. BOTTOM RAIL ZONE (1997 EDITION) 1/2° 2" X 4" P.T. BOTTOM RAIL (3 REQUIRED) • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE 5/4" X 6" RADIUS EDGE P.T. DECKING DATE IT IS SIGNED AND SEALED. • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS BRICK (UNDER EACH STRINGER) D E T A I L 1 2" X 4" P.T. DRAWING ONLY SCALE: 1-1/2" = V-0" SECTION ELEVATION BOTTOM RAIL TYPICAL STEP DETAIL_ PORCH RAILING DETAIL_ STEP RAILING DETAIL- SHEET NAME MODEL NAME SHEET NOTES: 1 THE SUM OF TWO (2) RISERS AND ONE (1) TREAD TO NO SCALE SCALE: 1/2" _ V-0" SCALE: 1/2" = V-0" ELEVATIONS BE AT LEAST 24" AND NO MORE THAN 25". & DETAILS THE VIC KS BURG 6 2) THE QUANTITY OFTREADS AND RISERS JIM WALTER HOMES, INC. MAY VARY DUE TO THE TERRAIN. REVISED: [6 © COPYRIGHT JIM WALTER HOMES, INC. 1988 REVISED: 6/13/ 7�, 1500 N. DALE MABRY HWY, TAMPA, FLORIDA STRUCTURAL_ NOTES SEE STRUCTURAL NOTES AND NAILING 1) CODES: SCHEDULE FOR SHEATHING DETAIL 2" X 4" FRAMING AT 24" O.C. 2 GABLE RAFTERS 1.1 STANDARD BUILDING CODE CONGRESS INTERNATIONAL (1994). 12 SOUTHEASTERN HCPR/L TYP. 1,2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318--89). S7 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-93), SOUTHEASTERN FAP18 1,4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC 9TH EDITION). 2" X 4" PANEL BLOCKING AT PLYWOOD EDGES 12" 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE FOR THE FIRST (4) ROWS OF RAFTERS INSTITUTE (TPI) 1995 EDITION. (MAX. 2) DESIGN CRITERIA: 2.1 DWELLING FLOORS - 40 PSF LIVE LOAD. 2" X 4" PANEL BLOCKING AT 48" O.C. GABLE STUDS AT 16" O.C. 2.2 BALCONIES - 60 PSF LIVE LOAD. FOR THE FIRST (4) ROWS OF CEILING 2,3 WALKWAYS - 80 PSF LIVE LOAD. JOIST FROM EACH END (TYPICAL) 2.4 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF T/C & 10 PSF B/C) DEAD LOAD FOR SHINGLE ATTACHED W/ (2) 16d TOE NAILS1/2" PLYWOOD OR 7/16" OSB ROOFS; 25 PSF (15 PSF T/C & 10 PSF B/C) DEAD LOAD FOR CONCRETE TILE ROOFS. LAP OVER WALL AND GABLE SYUDS 2.5 WIND - 100 MPH, PER SBCCI UNLESS NOTED OTHERWISE. 2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE; 15 PSF TILE. GYPSUM WALL BOARD 3) SOIL: DOUBLE TOP PLATE 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. STUD WALL (SEE TYP. SEC.) I I\ - - ---- 4) CONCRETE: SECTION 1 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2500 PSI (NORMAL WEIGHT). 2 DOUBLE TOP PLATE CONT. BEARING WOOD STUDS AT 16" O.C. (MAX.) 4.2 REINFORCING BARS: ASTM A615 (GRADE 60). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. GABLE END BRACING DETAIL 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WIND SPEED 110 MPH, MEAN WALL HEIGHT UP TO 20'-0" SCALE: 1/211=11-011 WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 5) MASONRY: ROOF DIAPHRAGM NAILING SCHEDULE - 110 mph ZONE UPLIFT CONNECTION CROSS- REFERENCE*** 5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE - MASONRY ASSOCIATION AND ACI 530. SIMPSON STRONG TIE HUGHES MANUFACTURING, INC. SOUTHEASTERN METALS MFG. 5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1350 PSI. RIDGE LINECONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL + + + ETA12 580 5 - 10d x 1 1 2" TA12 500 5 - 10d x 1 1 2" TAPR28 720 5 - 10d x 3" IS GREATER THAN 24" TALL ABOVE GRADE. + + + ETAl6 725 8 - tOd x 1 1/2" TA16 601 7 - 10d x 1 1/2" TAPR210 865 6 - 10d x 3" ETA20 1160 10 - 10d x 11 1/2' TA20 902 9 - 10d x 1 1 2" TAPR212 1153 8 - 10d x 3" 5.5 FILL CELLS W/ (1) #5 BAR SHALL BE LOCATED 0 10'- 0" 0/C MAX, AT EACH CORNER AND EACH SIDE OF + + + + + + HETA20 1845 16 - 10d x 11 1/2" LPTA 1500 15 - 10d x 1 1/2" TAPR216 1585 11 - 10d x 3" OPENINGS GREATER THAN OR EQUAL TO 6'_0 + + + H2.5 394 10 - 8d x 1 1/2' HCLH RH 7t494 8 - 8d x 1 1/2' HCPR - HCPL 520 8 8d 5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER: + + + H5 432 8 - 8d x 1 112- HCLH RH 1 494 8 - 8d x 1 1/2" HCPR - HCPL 520 6 8d 1) FECP/CAST-CRETE CORPORATION + + + H7 884 14 - 8d x 1 1/2" NO COMPARABLE CONNECTOR NO COMPARABLE CONNECTOR 2 POWER CONCRETE 63_0" + + + 6'-0" MTT28B 3787 1 24 - 10d x 3" NO COMPARABLE CONNECTOR NO COMPARABLE CONNECTOR 3 ALLIED PRECAST + MAS 990 6 - 10d x 1 1/24 M5 950 8 - 10d x 1 1/2' FA-3 940 6 - 1 O x 1 1/2" 4) LOTT + G + + HD2A • 2775 5 8"0 BOLTS AD28 + 3265 3 - 5/8"0 BOLTS ADS-2 3165 3 - 5/8'0 BOLTS + + 9 + HD5A + 3705 3/4-0 BOLTS AD5B * 4385 3 _ 3 4"0 BOLTS ADS-5 4265 3 - 3 4"0 BOLTS HD6A * 4405 7/8"0 BOLTS ANA + 8050 2 -- 7/8"0 ADS-7 7900 2 - 7/8"0 6) WOOD: + �" + + 1 - 1 1 8"0 BOLTS 1 - 1 1 B"0 BOLTS 6.1 WOOD STRUCTURAL FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN + + + Lus2s s35 1045 �+ 8 - 10d x 3" JHA2?3 8s1 2854 t8 16d 3 1Dd NO COMPARABLE CONNECTOR ALLOWABLE BENDING STRESS (Fb) PER NDS-91 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI + + + + + + HUS26 155p / 3205 ++ 20 - 16d x 3 1/2" EHA213 1438 / 3000 (20) / / NO COMPARABLE CONNECTOR EXCEPT STUDS WHERE SPF STUD OR CONSTRUCTION GRADE MAY BE USED. 10 10d x 1 112' 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR + + + + + + + + + + + + + + HUS28 2000 / 3775 • 30 -- 16d x 33 1/2" EHUH28 2013 / 4200 (28) 16d / NO COMPARABLE CONNECTOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITION, HIB-91. + + + + + + + + + + + + + + + 14 1 O x 1 1/2' AND QST-88. + + + + + + + + + + + + + + + A35 500 12 - 8d x 1 1/2' FA6 580 12 - 8d x 1 1/2' FAP18 731 6 Od 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, + + + + + + + + + + + + + + + + + MTS12 1000 14 - 10d x( 3" RT12TW 605 8 16d x 3 1/2' RTP18812 910 6 16d x 3 1/2' 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MINIMUM SHINGLES OR TILE o RIDGE LINE MTS16 1000 14 - 10d x3" RT16TN 906 12 16d x 3 1 2" RTP18816 1172 8 16d x 3 1/2" 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED I MTS20 1 1000 14 - 10d x 3" RT20TW 1208 16 16d x 3 1/2" RTP18820 1172 8 16d x 3 1/2- AT 2"AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. • MINIMUM 3' MEMBER •• REACTIONS ARE FOR ROOF LOADS ONLY 7) MICRO-LAM LUMBER: + + + + + *•* 00 NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE 7.1 MICRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: + + + + 8d RING SHANK OR THE PLATE OFF OF THE TRUSS, E = 2,000,000 PSI Fb 10d COMMON NAILS @ 6" 0/C -- 4" 0/C @ GABLE ENDWALL OR GABLE TRUSS = 2,800 PSI 4" MIN. EMBEDMENT Ft = 1,850 PSIEE SCHEDULE FOR LOCATION OF SECOND •; Fc = 500 PSI (PERPENDICULAR) 8d COMMON NAILS @ 6" 0/C EDGES ° SIZE AND QUANTITY H5 OF FASTENERS i �° � .'s',,• Fc = 2,700 PSI (PARALLEL) ° Fv = 285 PSI NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. 2) END JOINTS OF THE ROOF SHEATHING SHALL ; BE STAGGERED AND OCCUR OVER FRAMING MEMBER, ' t.. TYPICAL ETA / HETA INSTALLATION TYPICAL H5 INSTALLATION TYPICAL HUS INSTALLATION 3/4" "J" BOLT W/ HEADER 4" MIN. EMBEDMENT ° UCK OPENING STUDS a � ° 4 #12X2 1/2" SCREWS 6" FROM CORNERS & 12" ETA / HETA INSTALLATION ® MIDSPAN TYPICAL MTS INSTALLATION TYPICAL MTT28B INSTALLATION Q.C. ELSEWHERE 321 32 PRE-HUNG DOOR 1/2 -t 9/16" (1/2" DRYWALL + 1/16" CLR.) rn ROUGH OPENING SILL WINDOW FRAMES SHALL BE ATTACHED WITH 10d NAILS EXCESS CAULKING SPACED AT 8" O.C. STARTING WITHIN 4" OF CORNERS. BETWEEN JAMB & SILL DOOR INSTALLATION WIN DOW INSTALLATION NTS NTS • TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE MODEL NAME SHEET STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE DETAILS/NOTES THE VICKSBURG STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND ZONE (1997 EDITION) 7 • THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE JIM WALTER HOMES, INC . DATE IT IS SIGNED AND SEALED, • SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS © COPYRIGHT JIM WALTER HOMES, INC. 1988 DRAWING ONLY 500 N. DALE MABRY HWY, TAMPA, FLORIDA 198 F..n.• odyn i n m V) Y U f.� p, G.F.C.I. a m En Y cn En , U - - - - I r TO SWITCH 0 � BELOW EL_ EG �FZ I GAL_._. GYM B GL— L—. � � EN � Z SYMBOL DESCRIPTIONIn 1-1 3 120V DUPLEX RECEPTACLE En G.F.C.I. 120V GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE ■ S.D. * C�= W.P. 120V WEATHER PROOF DUPLEX RECEPTACLE @D 240V CIRCUIT it G.F.C.1. `� TOGGLE SWITCH — ` ■ S.D. SMOKE DETECTOR �\ 7 P.C. PULL CHAIN LIGHT FIXTURE TO LIGHT ABOVE ■ S.D. ■ S.D. LIGHT FIXTURE �� � II II OUTSIDE LIGHT FIXTURE * II II * I II II ' e EXHAUST FAN II II � 3 II ° S.D. I I I I I I I I --- SECOND FLOOR / ELECTRICAL PACKAGE B - INSTALLED LIGHT' FIXTURES TO BE PROGRESS #4238-30 WHITE FINISH, METAL REFLECTOR, ■ S.D. ,' FROSTED GLASS, 12" DIA., 2 BULB BASE, OR EQUAL FOR BEDROOMS AND LIVING PROGRESS P3605-30 FOR WALK--IN CLOSETS AND UTILITY ROOMS; PROGRESS — P3408-30 FOR HALLWAYS AND BATHROOMS; AND PROGRESS P5818-30 FOR EXTERIOR LOCATIONS. ALL ELECTRICAL MATERIALS AND DEVICES TO BE U.L. LISTED. G.F.C.I. THIS PACKAGE DOES NOT INCLUDE ELECTRICAL OPTION #1 BUT THIS OPTION MAY BE PURCHASED SEPARATELY. ELECTRICAL PACKAGE B PLAN ELECTRICAL PACKAGE C - INSTALLED (OPTIONAL ITEM — APPLICABLE ONLY IF PURCHASED) SCALE: 1/4' = V-0" CONSISTS OF ABOVE "ELECTRICAL PACKAGE B — INSTALLED", ELECTRICAL OPTION #1; ELECITRICAL OPTION #4; ELECTRICAL OPTION #5 ONE ADDITIONAL BATH; ELECTRICAL OPTION #6 AND ELECTRICAL OPTION #8 ONE ADDITIONAL BATH. NOTE;: OPTION #5 AND OPTION #8 COME STANDARD ON BATH WITHOUT WINDOW. NOTE FOR ELECTRICAL SUBCONTRACTORS: ELECTRICAL SUBCONTRACTORS MUST PROVIDE MATEIRIALS AND INSTALLATION WHICH WILL COMPLY WITH LOCAL CODE REQUIREMENTS. IMPORTANT FIRST FLOOR2., V.T.R. 2�� V.T.R. 3" V.T.R. 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). W.P. HEAD REQUEST FOR ELECTRICAL SERVICE FROM ELECTRIC UTILITY COMPANY IS THE RESPONSIBILITY OF THE CUSTOMER. LAV. TO SEPTIC 200 AMP SERVICE WASHER (10, 60cy, 3 WIRE) W.C. METER SECOND FLOORTUB z CD II PANEL SINK N TUB LAV. FIRST FLOOR GROUND LAV. GRADE VARIES PLUMBING ISOMFTRIC NOTE: CLEANOUTS AS REQUIRED. NO SCALE C.0. ELECTRICAL SERO CE DIAGRAM ELEC./MECH. MODEL NAME SHEET NO SCALE PLAN/DETAILS THE VICKSBURG 8 JIM WALTER HOMES, INC. © COPYRIGHT JIM WALTER HOMES, INC. 1988 1500 N. DALE MABRY HWY, TAMPA, FLORIDA