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H T;—O" X, 6 8" BY PASS 4'— 1 7Z8" 6'-10 1 /2" R STOOP 6' PLUMBING WALL REGULAR 1/21- 1 4 —0, ��X 6'-8" 131—FOLD 4'— 2" 6'-10 1 /2 '�o 50 I — . I v �x x X;"A 5 —0' , X 6` 8" BI�FOLD 53— 2 6'—10 1 /2' 0 WALLBOARD M.R. 1/2's K 2-2` 0 X" 61-8" INT. FLUSH 4'— 2 1 /2" 6v-10 1 /2 > —0" CLEAR WASHER IRIER REGULAR 5/8" 5' Cr I 1—77 to of SPACE 'V, L 2-2 41 6'—8 iNT. FLUSH 4'—10, 1 /2' 6'-10 1 /2 0 INTERIOR TRIM. L - —]L - - J 11 Off 21- 2 1 /2 5-2 1 /2 0 1 0 M 2 X 5 —0 INTERIOR FLUSH "B" PACKAGE 8" E31—FOLD 2"— 21' 6 10 1 /2' V' lorwv_ N 2' i BEDROOM #3 COUNTER TOP "C" PACKAGE 00 0 2$-60$ , x &',_8" BI—FOLD 2% 8 6'-10 1 /2 B A TH__J2 DELUXE'. P 377—X 6'—8 INTER'IOR BEDROOM #2 8 FLUSH 3'— 2 1 /211 6l-10 1 /2"' , 00r , z uj MIRROR S 61-011 X 6 8 SL. GL. D R 0 1 /2" 6'— 8 1 /4 KITCHEN 30" X 40" 0 1 /2 SHELF W/ ROD 12" W 2'—8 X 6 —8" INTERIOR FLUSH 21 6'-10 1/21' co VENTILATED SHELVING 3'_0 X r6'_ 3,11 V2 7 IN 00 TUD Y OPENING —10 lZ2" 8. F_ —11 DOUBLE S S 12's 6' \ / I SF ELF,. PROVIDE 14'Xl NING FOR UNDER BEAM HALL OPE HEAT x I CLOSET NOTE. HEIGHTrOF ROUGKOPENING IS MEASURED FROM FINISH FLOOR. MEDICINE CABINET uj FREHUNG 1-6 (E) ATTIC ACCESS SPACE 0 36" (MIN. 0 PREHUNG: 2-0 (D) (0 PREHUN 2-6 (C) HIGH WALL cc R A 0 PR EHUNGr 2-8 (W) ROUGH OPENING WALK—IN 20-15" L3l-81lJ 2--4,v L3t-8,, 6s-09P 20-4ps D CLOSET Wl N,DO W S w1c) _0 (P) PREHUNG 3 TH HEIGHT 2830 SINGLE 1 /2 36 1 2" BYPASS 4-0 (H) D 2830 MULL 64 5/8 36 1 /2" R 0 0-1 0 5'-0" CLEA INTERIOR DOORS BIFOL r 2-0 (N) BEDROOM, #1 d LIVING ROOM, Z DINING AREA 2840 SINGLE 32 1 /2" 48 1 /2" 00 r BIFOLD 2-6 (0) 2840rMULL 64 5/8 48 1 /2" 2 z 0 BIFOLD 4-010) /210 M 2850 SINGLE r 32 1/2 60 1 CID BIFOLD 5-0 (J) o- 64 5/8" 60 jr/? 2850 MULL 0 j_ 131FOLD 6-0 (G)r 3050 SINGLE 36 1/2" 6 /2P < M 60 1 /2" PREHUNG r 0 X 4—0 (M) 3050 MULL 72 5/8 T 0 T. A L D 0 0 R S NQTES: 28 50 , 28 50 Z N." 28 50 28 50 1) PIZ" WINDOWr FLASHING MUST BE USED ON TOP OF ALL FINISH FLOORING PLYWOOD PROVIDE 14"X18" 3/8" X 4' X 8' MULLED WINDOW UNITS NOT PROTECTED BY ROOF OPENING FOR (OPTIONAL MATERIALS APPLICABLE ONLY W PURCHASED) MEDICINE CABINET OVERHANG. PORCH 0 2) WINDOW FIN MUST BE INSTALLED OVER SHEATHING. 4" X 4" P.T. POST WRAPPED ABOVE.r FINISH FLOOR. WITH NOMINAL 1" PRiME TRIM 3)� ALL HEADERS MUST BE 8 2 1/2 (0 (TYPICAL) U, 60-610 91-4ps 6*-20# ---------- 6#-2" 91#—4#1 W-609 Y 141—091 59-5" 24 —7" ------------------------------------- ATLANTIC B&N L 121-01# 6* PLUMBING WAH 'Plow 0 v Isty 12'-0' JUN 17 1999 5' 0" CLEAR 0' 441-01' 10 STOOP 0." BATH #2 & �j F:_ T WASHER DRYER D�H. FLOOR PLAN L �l SPA� SPACE L & INDICATES SHEAR WALL LOCATION SCALE: 1/4" 9D 0 CO ,FLE) 38C 0: KITCHEN REL C V—TCLEAR 2 ca THESE BUILDING PLANS ARE PROPRIETARY TO JUN 16 1999 THORIZED JIM WALTER HOMES, INC. ANYUNAUl City of Atlandc Beach USE SHALL CONSTITUTE COPYRIGHT INFRINGE— SwIlding and Zoning 90-11 36B 368C MENT AND WILL INITIATE LEGAL ACTION WHICH 0!Cn 'A MAY RESULT IN FINES ANrD/OR INCARCERATION D� --------- < 12" BAR� GENERAL NOTES M LIVING AREA 1056 SQ. FT. THE PURCHASE PRICE OF THIS HOME DOES NOT -INCLUDE STARRED ITEMS SHOWN FRONT PORCH AREA 120 SQ. FT. .28 50 ON THE PLANS: LAVATORY, TUB, WATER CLOSET, WATER HEATER, KITCHEN CABINETS, 6* PLUMBING INTERIOR DOORS, HEATER, ETC.. THESE ITEMS ARE SHOWN ON . THE PLANS AS A REAR STOOP AREA 16 SQ. FT. SUGGESTED LAYOUT FOR THE CONVENIENCE OF THE PURCHASER. 'IF DESIRED, THESE 'MAL CHAR-G-E. DATE ITEMS ARE. AVAILABLE AT� AD - - Drl;,R I HAVE REVIEWED THESE PLANS AND THEY 1/27/98 CORRECTLY REFLECT THE CHANGES I HAVE DRAWN BY ED 'E ItNCE 0,F,: THE BUYER REQUESTED. SIGNED THIS — DAY 0 SHOWN FOR THE CONV N ITEMS INDICATED BY DOTT JIN ARE F JDC 177N� "E_ -NOT" AVAILASLE FROM X. AND ARE WALTER. HOMES, INC. U, �CABINET OPTION 19 —. E'l U SCAL .(PPTIl NAL ITEM, APPLICABLE ONLY IF PURCIHASED) E: 1/4" V-0. TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE CUSTOMER SIGNATURE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY NTH THE A.,, PROP SED NEW RESIDENCE SHEET NAME ,FOR: SHEET STANDARD—OUILDING CODE, SECTION 1606 FOR 110 mph WIND L 2ONE (1997, FLOOR P _A� ��EDITION) *'THIS DRAWING At6 DESIGN IS VALID FOR 12 MONTHS AFTER THE 0 DATE IT IS SIGNED �A' �'$EALED. SIGNED AND SEALED FOR TIkE STRUCTURAL PORTION OF THIS MODEL NAME THE RL NGTON DRAWING ONLY W-,v M @ COPYRIGHT JIM WALTER HOMES, NC. 1998 1500 N. DALE MABRY HWY, Tq MPA, FLORIDA j L u C�—C CLEAR70 I 34211 Z* N�E I 40' LM< FV-7CLEAR 48 M WALL 99 44#-011 180-3#0 19'-9" 41-071 21 2 2" X 6" P.T. STOOP JOISTS AT 16" O.C. C14 'T. 2" X 4" BLOCKING AT 24",O.C._�:, -2" X ,6" P__ STOOP SI LLS X 8- SILLS (PERIMETER), 2" X 4" NAILER AND 2-2 2 2" X 6" P.T. STOOP C), 3- SILL 2" X 8" FLOOR JOISTS:,, B G BAND 2" X 8* OXIN 2" X 8" BOXING BAND (INTERIOR)' AT 16" O.C. AIR CONDITIONING SUB-CONTRACTOR LAP,JOISTS 3" (TYP.) TO CUT HOLE IN PLYWOOD 2" X 4" LEDGERS < V < L z =:n4:Ed 2" TOP VIEW PLYWOOD 2 LAYERS 1/2 PLYWOOD 1/2' 4 04 STUD 2" X 4" LEDGERS 00 SECTION A-A L 2" X 6#1 BRIDGING DOUBLE JOIST AT PLUMBING WALL I W/ 2" X 6- BLOCKING Al Z4_ U.C. I I _;.I I I SOLID BLOCKING MUST BE USED ABOVE THE SILL AT BOTTOM OF STUDS BEARING CEILIN'_G BEAM (TYPICAL) L0 2" X 6" P.T. PORCH JOIST BOXING BAND A OD L! - - - FRONT VIEW 2-2" X 6" P.T. PORCH SILLS v C14 2" X 6" P.T. PORCH NOTE: CARPENTER TO CUT ALL PIECES JOISTS AT 16" O.C. OF PLYWOOD. FRONT PIECE TO BE 6#-8" 6 6'-810 NAILED IN PLACE. TOP PIECES ARE NOT TO BE NAILED. 12'-0" 20 121-011 44#-011 HN. A . C . PLATFORM DETAlt FLOOR FRAMING PLAN NOTES: 1) ALL PORCH FRAMING TO. BE P.T. MATERIAL SCALE: 1/4" 1*-0* SCALE: NTS 2) FLOOR JOISTS, BOTHJMEMBERS OF SILLS, AND BOXING BAND AT ALL STOOPS/PORCHES AND DECKS TO BE P.T. MATERIAL. 3) PERIMETER SILLS TO LBE ELIMINATED WHEN:.SOUD FOUNDATION OPTION PURCHASED. 5 4 X 6" RADIUS EDGE P.T. HANDRAIL 4) SOLID BLOCKING TO BE INSTALLED BETWEEN JOISTS UNDER STUDS 2" X 4" P.T. TOP RAIL SUPPORTING CEILING BEAM. 5) SEE PORCH DETAIL. 2 X 2" P.T. STRUTS AT 5" O.C. DOOR THRESHOLD %MTH 4" X 4" P..T. RAIL POSTS CAULX UNDER IT 2" X 4" P.T. P.T. PORCH/STOOP JOISTS X 40 -D* GRADE P.T. TRIM E30TTOM RAIL 3/4" T & G PLYWOOO FLOORING OVER FLASHING FLUSH VATH D DECK FLOOR AND. TO EXTEN TO ENDS OF STOOP/PORCH DECK DOUBLE-PLY AT THRESHOLD) 20" ALUMIN. FLASHING NTH CAULK P T. BOXING BAND 2" X 2" P.T. LEDGER P.T. PORCH DECKING A P.T. PORCH/STOOP SILLS PLT. PORCH JOISTS PER PLAN P.T. SILLS PER PLAN OL EXTERI R DOOR FLASHING DET/�rlL DECKING DETAIL SCALE: 1-1/2" 1*-0* SCALE: 1/2" V-0" NOTES* 1) FLASHING AND P.T. SILLS MUST BE INSTALLED AS SHOWN. 2). CAULKING MUST BE PLACED BETWEEN ALL JUNCTIONS OF DOOR FRAME AT TRACKS AND HOUSE. THE BOTTOM TRACK MUST BE FULLY CAULKED AT FRONT AND BACK EDGES AND INTO THE TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY NTH THE SCREW HOLES SECURING TRACK TO FLOOR. BUILDING CODE, SECTION 1606 FOR 110 mph WIND SHEET NAME MODEL NAME SHEET BELOW THRESHOLD. ZONE EDITION) 3) FINISHED DECK TO BE 3 1/2 (1997 FLOOR FRAMING f THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE THE ARLINGTON PLAN/DETAILS DATE IT IS SIGNED AND SEALED. 3 - SIGNED AND SEALED FOR THE STRUCfURAL PORTION OF THIS DRAWING ONLY JIM WALTER HOMES Nc COPYRIGHT JIM WALTER HOMES, 'IN ljqq� 1500 N. DALE MABRY HWY, TAMPAJ FLOFIrDA 77 JJA INV ..........r 3 TAB ASPHALT SHING (GLASS-MATS) OVER 15# F 12 APA RATED 1/2" PLYWOOD OR 7/16" OSB SHEATHING SHIMS 2" Ly q X 61' CEILING JOISTS A T 24" O.C. WITH EXPOSURE l DES,IGNATION.(SEE NAILING SCHEDULE) REQUIRED (SEE NOTE #3) 2" X 4" BLOCKING AT 4'-0" O.C. 2" X 6" RAFTERS AT 24" O.C. AT GABLE' ENDS. ' SULATION WINDOW HEAD ER 1/2"GWB 04 ANCHOR EACH RA TER TO TOP P 1" X 2" P.T. MOLDING W/SOUTHEASTERN HCPRA CONNECTOR 1 X 6" FASCIA OVER 2" X 4" SUB FASCIA SOUTHEASTERN TPP4 f >— JACK STUDS (TYP.) SPACER BLOCKS SOLID CORNER HARDBOARD W VENTS D E fEAD"4ER 0 VER WINDOWS AND ORS. (SEE N;OTF#I) 2' 2"X4' TOP PLATE W1 SOUTHEASTERN TPP4 AT EA. STUD l'-4" O.H. DOUBLE HEADER 16d NAILS 1/2" GW8 HARDJPLANK SIDING OVER APA Z 16" ,O/C RATED 1� D 2" PLYWOO EACH FACE �OR 7�,16' OSB SHEATHING WITH EXP URE 1 DESIGNATION. ATTACHED TO 2"x4" STUDS TYP. STUD W/ 8d NAILS AT 6" O.C. EDGES, 04 /-SINGLE 2"x4" /TRIMMER STUD 12" O.C. 'FIELD. 2 TYPICAL 0 T z C) Y A F U 2" ST 6" O.C. ATTACHED TO D 00 NOTE: WHEN OPENING EXCEEDS 6' IN WIDTH P.T. BOT. PLATE UTHEASTERN TPP4 X 4" WINDOW SILL (S #2) DOUBLE JACK STUDS ARE REQUIRED Rll FGB INSULATION EACH SIDE. TE T & G FLOORING ATTACHED APA RATED 3/4 Uu WALL SHEATHING GLUED AND NAILE W/GLUE AND 8d NAILS 6" O.C. AT EDGES "Top OVERLAPPING SILLS W/ 2 - ROWS OF 12 AND 12" O.'C. INTERMEDIATE (SEE, NOTE #3) CORNER NAILS SPACED AT Boo O.C. AND STAGGERED. - - - - - - - - - - --- - - - - - - T Y P I A L WINDOW HEADER DETAIL ATTACH SHEATHING TO STUDS W/' GLUE AND 6== TYPICAL DOOR HEADER DETAIL, 8d COMMON NAILS SPACED 6" O.C. � 6= NO SCALE' TYPICAL T & CORNER NOSCALE BOXING BAND - SEE G8 INSULATION NO SCAL7 FLOOR FRAMING PLAN FLOOR JOISTS AT 16 OP SPLICE STARTER STRIP SEE FLOOR FIRAMING PLA OUBLE 10d KITCHEN SIDE OF STUD 8" X Boo X 16" CONCRETE.BLOCKS SILLS S�E FLOOR FRAMING PLAN GRADE (VARIES) NIZED FLASHING (OVERHANG EDGE 1/2") NAILS UTHEASTERN TAPR216 STRAP ATTACHED L W/ (12). 16d .NAILS (SEE NOTE #5) BLOCKING 'TO BE FLUSH WITH �� THE KITCHEN SIDE OF THE STUD S Od @ So' O/C WO wl: A- < #3 DOWEL BAR 2' X 6" (1 EACH PIER) 800 X 24" X '24'i P �OURED C ETE SIDE VIEW PADS W/ 2-#4 RtBAR EACH NOTE: LATE LENGTHS MUST BE NOTE: SOIL SHALL BE FRE4 OF ORGANIC MA R OTTOM SPLICE OVER STUD CTED TC12,000 P.S.F. LEAST 8'-0" LONG. TYPICAL I lool FYP 1, C A L WALL SLICTION NOTES MITERED,CUTS TO BE MADE AT ALL JOINTS OF FASCIA. 4" 2) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. NQIE� ALL BREAKS ON BOTTOM QP PLATE SPLICE DETAIL T MEMBERS OF TOP PL ES ' SCALE: 3/4"=l'_o" MUSTBREAK ON STUD. OFFSET TOP PLATE END WALL SECTI N NOTES . JOINTS A MIN. OF 48". /ol DOUBLE HEADERS: 2' X 4' OR 2' X 6 -"o 12d OR 16d NAILS FACE NAILED BLOCKING (TYPICAL) AND TOE NAILED AS SHOWN (TYPICAL) DOUBLE 2" X 4" PLATE 2-2" X 6" AT EXTERIOR AND INTERIOR LOAD&EA 2-2" X 4" AT INTERIOR NON-LOADmg&F?ING . ARI -WALLS. 2-2" X 8" AT 6' SLIDING CLASS D OU E JA DS EA SIDE). 2-2" X 12" AT OPENINGS LARGER TH UB JA STUDS ACH SIDE). 2. sillif A OUBLE BEAM ,,0 'O.C. AT EXTERIOR AND INTERI LOAD BEARING WALLS, 24" O.C. AT AL TERIOR NON-LOAD BEARING WALLS (16- O.C. OAY BE PURCHASED). 3, ROOF FLOOR SHEATHII 7/16"'O.S.B. FOR RO TONGUE AN GROO YWOOD FL WALL STUDS 4. ' FRAMING NOTES: )' 4' 'X 8' OSB, TO BE USED AT EACH SIDE OF EXTERI ORNERS. FRONT EW b) STRUCTURALtORNERS AND STRUCTURAL SHEATHING M COVERED WITH FELT. c) ALL CORNERS IN EXTERIOR WALLS TO BE SOLID STUDDE DETAIL N4J 1--1V d) EXTERIOR' WALLS SET-IN 1/2" TO ACCOMMODATE SHEA ING. ND-Tf- CABINET BLOCKING WILL BE OF 2m X 40 OR 2" X MATERIAL, e) IINSTALL 1 X 4" P.T. TRIM BOARD PER "EXTERIOR DOO FLASHI ALL TOP EDGE-.OF BLOCKING WILL BE AT 85" ABOVE THE FINISHED DOUBLE STUDS NOTCHED 'H KITOiEN SIDE PORC TO ACCEPT BEAM f) BOTH MEMBERS -ND OXING BAND AT EX OF THE STUDS. - FASTEN WITH 12d OR 16d NAILS.. INSTALL ON :DECKS, STOOPS A FLOOR. BLOCKING SHOULD BE FLUSH WITH THE O�N2h I� N SILL TERIbR DOOR OPENINGS ALL WALLS RECEIVING UPPER CABINETS (16" OR, AND PORCH/STOO EAS_ 8 MATERIAL. 2V O.C. SPACING). g) MlfER -ALL JOINTS I CI RDS, AND HANDR#_LS. STUDS AT 16" O.C. NDER DOO TH LD GLASS DOOR,,��')RACKS. h) 'CAULK, U,l A SLI KITCHEN CABINET-- WALL - 0 i) FIREBLOCKING TO B INSTALL BE EN STUDS AT DROPPI71111�.CEJIIJINGS AND BL- CKING DETAIL 'INTERIOR SOFFITS. TYPICAL WAL SCAL& 3/4' V-0" L TIE BEAM TIE DETA j) MEDICINE CABINET ROUGH 0 ln NO SCALE IL AT WALL PENING SHOULD BE 14 1/2" X 1 11/2- A14D 6,— NO SCALE FROM THE FINISHED FLOOR TO THE TOP OF THE OPENING. k) INSTAL LBLOC�ING IN ALL AREAS WHERE OVERHEAD 4 0 CABINETS ARE OF, R 2" X 6" AT 7'—1 A BOVE FINISHED FLOOR. TO THE BEST OF THE ENGINEERS KNOW-E E AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS dbMPLY NTH THE SHEET NAME MODEL NAME STANDARD BUILDING CODE, SECTION 1606 fOR 110 Mph WND 5. STARRE DI ITEMS SHO RE NOT INC ED IN THE BASIC 140ME PRICE. SHEET ZONE (1997,EDI-nON) SECTIONS THI'S DRAMNG AND DESIGN IS VALID FOR 12 MONTHS AFTER THE & DETAILS HE ARLING N DATE !T IS Sl ' GNED AND SEALED. :5 T SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS --- DRAWNG ONLY JIM WALTER HOMES, I Ic. @ COPYRIGHT JIM WALTER HOMES, INC. 99� 1500 N. DALE MABRY HWY TAMP , FL IDA Lj JA x 999 - - - � - I I I I , 11 I I I � - � I � I I � I � � ," ,e: , I I I �I , �:'i'� I I I -1. I I � I . - I ... i I I I I I I I �11 � I I �",,;� I 1 , I I ,.,11,- .1 1, . : �A o., :, I— - I 11 �� ;J,;� %�', I - I I " I � I 1- I i'l . , , - I � i , � I :,:�,�'ll�-1"."�""I"",""",.,��:��,�,,��", I I " , I � I 11- � � .I.. --: ��. ": 1,. "I 1, I I I � - I :�llle ,� I I I I I . �l I � , .. I I I , I I '' 11 I 11 I ,�. I % , , . � . I I � . � 1 ; � I I I " , , I . �, "� � � . I . � : , : �I I I , 11 � I I I 11 � , . I I I I I ,:�l,�,,,,� ,"",�� 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 I I I I I.: � ,I. 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METAL - � , � J Sl N:LOADS.FOR BUILDINGS TU � I I 1�1 2 Q Q_2Q I _ . " I , 'I, � 13 AME'RICAN SOCIETY OF CIVIL ENGINEERS' 'MINIMU :DE G": AND OTHER $*Ob' RES� I I I ' ,I I I I I ,, ' � I ll!" � 1". -.... . - � I . I I 11 l'-I'll I - I'' � . - � � I ,� ."I I , :_",' ' I I � � 14 1 1 1 EAVES' DRIP ' ' , ' �"E- 7 1 ,_ � �, : � .. _� : I 1 �3,�,, 1 "I I , J _ I I � " I 11 I I 0 -Z6 ANCHOR EACH RA TER Tb7OP PLATE I � (ASCII -'93). ' ":`. I " . I ""' I" I ��l 1`�ro I I I I I I � I :�'_I I l EC11ON OF STRUCTURAL STEEL I 1.1, I . I , I 'I--�_ lo I - . I . 1.4 SP I'CATION FOR THE DESIGN, FABRICA 1 '6' �'R �FOR ILD1.ibs - I ll� I I � I I I W/So � ERN HCPRA CONNECTOR I TION IN. "'i � 'Bul' 1 1�oll, i I I I I "I I I 1,"' X 2" P.T. MOLDING UTHEAST I 9 DI I , . I 11 � _ 10 , (AISC I I I - I '' I . . ' I I I I I I I I I � I � I I , I � - � .1 ,� -'t -, I , ,�, I � � , � . I ; ,%:' I I I I I � I I I � TION). .. � . . __I I ":' ,,��,_ I � I I I I I I I I I I ,� . 1:,� i,ll�,:i_ � I �1.1� I . I : ' o,:�,� - I ,,",�'l , 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�l I I�I I I I 11 I I �.'� � . I � ,J, I I ,, ,�"""' I I I '' I I � 1" X 6" FASCIA OVER I � I I 1 1.5 `bESIGN SPECIFICATION FOR LIGHT METAL PLA ,�I, CONNECTED WOOD TRUSSES- BY 'THE TRUSS Pt'ATE ' I ,"�'" " � ,. , _11-1 ,�; - , - ',_- �_ : 11,1111 I T�!, , ".,_11 1, 1 CIA S TUTE (TPI) 1995 EDITION. 'E'.i . I I .11, I I ��,-'' , ", � I I ,IN 11 I��11,i! 11 . I . e. I I " I I I j -1.1 I l- I I I �P.1, 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 I 1 . � I 11 . , _�!-"�"_.,�,,� � I I �� - I I I � , I I - I I _V I - ,-��,',,�'_�,��,,�, UPLIFT CONNECTION CROSS-REFERENCE"* j , ,, , , I I I I "' 1 . . 11 I 11 I I - .1 . , , 11 I I / � 1 2) DESIGN CRITERIA: - �. I I' ' i I ,. I I I I I I I I - I 11 � '. I � I I � I I I I 1 ,j ,��-�,,,i��;'_"�� I I 11 I\- ' ' I'll, I , l ,��,�, I 11 I LS MFG. � I . 'LUNG FLOORS - 40 PSF LIVE LOAD. 1 '�.,l I � 11 I � I I 1 . 1,��,,�"i�,��.1.11�', SIMPSON STRONG 11E I HUGHES MANUFACTURING, INC. I I DOUBLE HEADER OVER WINDOWS , � 21 b W'E ' ': ��. I I I � I. I I , - ' ' , I . � � I � I . I ' I _:o, I I I I I I 1, I., I ;��,_,_,_e_'�,�: I .I I I � I � ...... �. . I I � I �, . I I I I - I , I 1, I AND DOORS. (SEE NOTE#l) I :� 1. I 1 2.2 BALCONIES - 60 PSF LIVE LOAD. ,I� .I I I I 11 , I I I CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY CAPACITY FASTENERS �; I 2-2"X4" TOP PLATE I . � 1�,�_ , � I 11 -1 I I I �)J� I I , 11 1 2.3 WALKWAYS, - 80 PSF LIVE LOAD. - 1, I'll, .1 . 1 .1,, I., I I I - . - 10d x 1 1/2" TAPR28 720 - 1 Od x 3" 1� I W/ SOUTHEASTERNjPP4 AT E A. S TU D 10-411 � � I I . I I 1 2.4 R 0 1 OF I OVE I R,LIVING AREAS - 30 PSF LIVE LO I I I I �I 1 :7 �'l�: � � .I �I e I I I I ETA12 580 , 5,- 10d x 1 1/f TA12 500 5 5 . . - AD,:1 1 PSF,.(7 PSF T/C & 1 0 PSF B/C) DEAD LOAD, FOR-SHINGLE - 725 �8 - 10d xl 1/2* TA16 601 x 1 1/2* TAPR21 0 865 1 1 - I I �ETA16 ____ I I I I I � ; I I I � �_ ROOFS; :25 PSF (15 PSF T/C &' 10 PSF B/C) DEAD' LOAD FOR CONCRETE TILE' ROOFS. I I I I I 11, -1 1 1153 a I , I I O.H. r I . - 1, I "I I :1 I �l ETA20 1,160 10 - 10d x 1 1/2' TA20 1 902 __1_9 - 10d x 1 1/2' TAPR212 -_- 1 Od x 3* . I � , , , � - � I I I I � ' 11 ,; I ""� �; , � l I I I I . � 11 0 2.5 WIND - 1 00 MPH, PER SBCCI UNLESS NOfED.:OTHERWISE. � I " I I� I - , I HETA20 1845 16 - 10d xl 1/2* LPTA 1500 15 - 10d x 1 1/2* TAPR216 1585 1 � I uj I � - , ,. I I I I � I I I '1:1��_� � . 520 1 1 1 1 1 1 . I = 2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE, ' i5lPSF TILE.:. I 11 , I ,� I � H2.5 394 10 - 8d xl 1/r HCLH / RH 1 494 8 - 8d x 1 1/2' _ (8) 8d I 11. I I '' I 1. . 1. 1 I I �I I I I I 11 ,�, � I L -- - � - I I . I I I I �..I I I I � � I I i'l�l 11 I � H5 432 8, - 8d x 1 1/27 HCLH / RH 1 494 8 - 8d x I 1/� HCPR - HCPL 520 (8) 8d I 0 1 � I I � I ., I I , I I I . I �. I I I ,� I ,:.;I;Lllll, 1 I I - � . I I 11 W//- 1/2" GWB * � � I I �� I 1 3) SOIL: I : � I ` 1. I I . I �11 I � , I I �, 1 I'�: � � I H7 884 14 - 8d x 1 112* NO COMPARABLE CONNECTOR NO COMPARABLE CONNECTOR I I ' o I 11 � � �. NO COMPARABLE CONNECTOR VINYL 'SIDING OVER APA � I _j I 3.1'MINIMUW,ALLOWABLE SOIL PRESSURE 2000 PSF. , � � 1 I I I I 11.11 I MTT28B 3787 24 - 10d x 3* I � ui I I I I I I I I I 11 ,, 11 I 'll I I ,�' I RATED 1�2` PLYWOOD � 0 � I I ; I ''I I 11 , L I � I . "I, 11 MAS 990 6 - lod x 1 1/20 Ms 950 x 1 1/ FA-3 940 6 - 10d x 1 V I I I I 1. I I � � I T � I . � I I I - I � I I - 5/8"o BOLTS I OR 7/16 OSB SHEATHING WITH . I � � 11 � I ' ' I I I I I I I 1 I". I .1 I I .� I I I H02A * 2775 5/8-0 BOLTS AD2B * 3 - 5/8-0 BOLTS ADS-2 3165 3 1 1 ". -i I . .1 � I 1 4) CONCRETE., ' 'I. , I �, ; I I I I I - . I EXPOSURE I DESIGNATION. ATTACHED TO C14 < I - 11 I I � I 11 11 I I HD5A * 3705 3/4!'$ BOLTS A058 * 4385 3 - 3/4-0 BOLTS ADS-5 4265 3 - 3/4*0 BOLTS I I STUD W/ 8d NAILS �AT 6" O.C. EDGES, I "I, z 1 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: .- 2500 PSI (NORMAL WEIGHT). I � .. � I I 'll . I -0 SOL e050 2 - 7/8-0 ADS-7 I I I I - 5� 1 1 � � .. I . .,� 1� I I I I " . I 11 " I,,I ljll I I�I I HD6A * 4405 7/8 TS A07A * 7900 2 - 7/8*0 1 12" O.C., FIELD�, 11 I I \ I I 0 0 4.2 REINFORCING BARS: ASTM A615 (GRADE 60)..., 11 - . I � 11 1 - 1 1/8'0 BOLTS 1 - 1 1/8*0 BOLTS � I I I I �l I - "I, ��I ,, I I - z I I 1 IC (WWF): ASTM A185. I . L I I � ,� 1 " I I I 1� - I I 1.I- I I I"I.I I 1 3. 1 1 1 1 1 �1� , � , � 11 I ' I � I � 11 . 11 LUS26 935 / 1045 ** JHA213 (18) 16d Z (3) 10d NO COMPARABLE CONNECTOR, I - 1. I I I , . I I I I., I - " �, �_ . , � � I I I � I I I I � , t" � . I I to 0 1 1 � 11 . 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 1 . I . I I � I HUS26 1550 / 3205 #* 20 - 16d x 3 1/2' EHUH26 (20) 16d / NO COMPARABLE CONNECTOR , , I I I I - �* , �l 1 ,F�PB INSULATION I I I I . 4.5 CONCRETE COVERAGE OF REINFORCEMENT- FOOTINGS 3" BOTTOM AND SIDES. � .�� : � I I (10) 10d x 1 1 2* . I - I I ' ' � I I I . I I I ;�; \_ 2" X 4" SPF STUDS AT 16" O.C. _00 , . I , 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED I HUS28 2000 / 3775 ** 3 1/2- EHUH28 2013 / 4200 (28) 16d / NO COMPARABLE CONNECTOR .1 I I I � � I I I I 1� I I I I I � I DOUBLE TOP PLATE W/ SOUTHEASTERN TPP4 , 1 . I - � I 1 (14) 10d x 1 1/2' � I I I. I I I (SEE NOTE #2) 1 1 1 WITH 6X6 - WlA X'Wl.4 WV AT MID-DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT I . , I I I I � I , , I I I I I CONTRACTOR'S OPTION. � �I L I I I I I � A35 500 x 1 1/2' FA6 580 12 - 8d x 1 1/2* FAP18 -_ 731 (6) 8d I I I I I I I - I I I 11 , I I � I I � I I 1 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH.Aci STANDARDS. , , 11 I I I MTS1 2 1000 . 14 - 10d x 3' RT12TW 605 - (8) l6d x 3 1/2' RTP18812 910 _ (6) l6d x 3 1/2 0 1 1 � I I I I I � I � I MTS16 1000 1 RT16TW 906 2' RTP18816 1172 _ (12) 16d x 3 1L _ (8) 16d x 3 1 1� 11 I 11 . � 4.8 LAP, SPLICE SHALL BE AS FOLLOWS: #5 BAR,15", #4 BAR 20", #3 BAR 150. 1 11 RT20TW RTP18820 I I I I I I I I I I I I � I .1 I I . I L I MTS20 1000 , 1208 _ (16) 16d x 3 1/2* 1172 (8) 1 1 1 . I I . I I I � . I I I I I 1,� �I I I !_Ll . I I I . I I - � I I I I 1 . I I I I I 1 5) MASONRY. I I . � � I � I . , $ MINIMUM 3' MEMBER I � . � � FLOORING ATTACHED � 51.1 DESIGN, AND CONSTRUCTION SHALL CONFORM. TO THE SPECIFICATION OF THE NATIONAL CONCRETE I I ** I I 1 2" X 4" PLATE 1� W/GLUE AND 8d NAILS 6" O.C. AT EDGES .1 11 I I I I � I I . I I 11 REACTIONS ARE FOR ROOF LOADS ONLY I � I � I I MASONRY ASSOCIATION AND ACI 530. 1 1 1 1 1 *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, MICH COULD FORCE � � I I , AND 12" O.C. INTERMEDIATE (SEE NOTE #3) 1 � 1 I I I � I I WALL SHEATHING GLUED AND NAILE'D TO I 1� 1 5.2 MINIMUM, MASONRY UNIT STRENGTH: fm 1350 PSI. I .1 I I I . THE PLATE OFF OFTHE TRUSS. I I I I OVERLAPPING BOXING BAND W/ 2 �- ROWS OF 12d �>l I I � I 1, I I I I I I I I I I - � I I I 1 5.3 MORTAR SHALL BE FYPE S. . I I I � I . I � I . I I I � NAILS ZPACED AT 8" 0.1C. AND STAGGERED. ====J= T � 1 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WIT.H CONCRETE WHEN STEM WALL I 1 4' MIN. EMBEDMENT I I ATTACH SHEATHING TO .STUDS .W1 GLUE AND ' .1 � I .. I- I 11 - I I I I I IS GREATER THAN 24" TALL ABOVE GRADE. '-- I I � I . r I EE SCHEDUI F FOR I LOCATION OF SECOND-\ .1, 8d COMMON NAILS SPACED, 6" O.C. I ' i I, I � I . - I I I I IZE AND QUANM H5 .. " � I 11 11 � � �� '---Rl:,l' FGB INSULATION * 5.5 FILL CELLS W/ (1) #5 BAR SHALL BE LOCATtg 0 1 0'- 0* O/C MAX,, AT EACH CORNER AND EACH SIDE OF I I Or FASTENERS I � - I I I I I I � I I I � I I , � BOXING SAND - SEE 11 � I � ro I I I 11 I � I � k__ I I I OPENINGS GREATER THAN 'OR EQUAL TO 6'-Ou. 1 I-, I � � � � 11 .1 . . I I � . -,. I I � ". - I i� , I 11 I FLOOR FRAMING PLAN I 1� � _�'l 1 5.6 UNTELS SUPPLIED BY APPROVED MANUFACTURER: I . I * I -I.,- � .. 1 I I I - ---------- 1/2"O A.B. AT 48" O.C. . . ... � .. I .11 I � - ". . I I � I I �_ 0 , , ,,�:,.! I � . . � I I I I I 1. I ... . I I . ". .1, -i�'� I I IQR ORATION I . � I _� .., ",�: �I I .I.. I ol H I - I I W/ 2"X 2"X 1/8" FLOOR JOISTS AT': 6 1 kwifi . I - ' I . I I I � I I I I 1 2 K UUN -fTrTt'lwlqqov*-'l_ " 1�. I . ,- - " - . I I � - . I I I I I 11 . . . .- I , I I I � " L, 1� 1. - -I-, � . � I I I I I I � , . � � � I I I ; � I 11 I I I I I � WASHER & NUT ,(TYP). SEE FLOOR FRAMING PLAN � � . - 11, .. .1 's " � �,, - . I . 1, . I I . I I I I I I 11 � � I I � .�. ., - I 1- � I I � I I I I I I .1 3 ALLIED PRECAST ". I . ll.,.�', - I � � � I I - 1, I I I 11 � I � , I ,.� � . .�, I I -, :�,,,::�" �I I '' .� I I 11 - 11 I � I , , I��_,� I I ''. ., - . - ,�_ I I I I I * . I . : - I I I I I � I ':- :. 1. I � , .1 :� , 4) LOTT I I�L " �1_ I I . � , . - I" . I I . _� I ,o� ,�l�:; � I .� I I I . . . I SOUTHEASTERN RTP,2084 STRAP . . I I I - "", � � � I . I,- I I , I L I I I " I . . � I I", �. �", � , I . I I I . - 1 2-" X 8" P.T. PLATE I I . I � I I�_, - , .. , I � I 1 . � I �. I . � I � 1 -_u" � -1 11 1-1. AT 16" O.C. ATTACHED TO BOXING . ; I I I I 11 I I I I . "I 'll I I , ,%, . I , - - I I I . . I I D AND UNDER SIDE 11 OF �2" X 8" PLATE I ....l. � I . I 11 I I 1 6) WOOD: I- � ''I 11 11�lr.:11': '. I i I � I �1.11 I 11 . I i \ . I I - I . I . I � I I I - I . BAN I I I 11 .0. BLOCK FILLED W/(l) #5 BAR I I I I llll� I - SOUTHERN YELLOW PINE (UNLESS,NOTED 0 � I TYPICAL ETA / HETA INSTALLATION TYPICAL H5 INSTALLATION TYPICAL HUS INSTALLATION I ,W/ (1) 8d NAILS INTO EA. MEMBER ... ., . . I � 61.11 WOOD STRUCTURAL FRAMING MEMBERS. . THERWISE) NTH AN I I 1 . . I I . I I I I I - . I . I I I I I I I I . ., .. 1= I I 11 I - I I I . . �� .ALLOWABLE BENDING STRESS (Fb) PER N . ll= 1250 PSI' AND A MODULUS OF ELASTICITY, J,600,000 PSI I .. � I 1 5 VERT. IN FILL CELL � I 11 : I I I � I � � I I I I . � I , :. I E*CEPT.STUDS WHERE:SPF STUD OR �CON ,,VN GRADE MAY BE USED. �, � 1, ..,.I�k � . I . . I -, ,�� , , I . I .1 .. I . � I I � I � I I. GRADE (VARIES)___\ , � - AT 6'-O" O.C. TYPICAL I . I I I I.. . . I'll I I� I - 11 - I . TI � - . I : I 11 ; '. ,� � 11 - ... I � 1. I - ,." I .1 . : -I I . - ;�, TH " I L . DESIGN, .FABRICATE AND ERECT *ViOOD TR S S IN � I I � � I 1. 11, . . . 1, I I . 1 �. . ., �1, �,6. , 10- � "",. .!�ffi. - .4,E. DESIGN SPECIFICA ON FOR I I - 7 BOLT W/ ;l . , �, , 1 . : I I I ...: ,, � .. - � I 1 .1 : . ., � k .. . . �." .... 34 - '-k, ,4. 1 1 I � � .. I ... . . 1 . " . . I - . � I jw , . I I . - ! /4 1 1 1.�I I� � I. I . I I I � I �� . .:� � _,% . I I I I I I- . -,"It,,I - lx,- . _:� " ,, � UTE, 1995 EDITION, HIB-91. , � � l I : I �l I . -, � ' LIGHT TAL PLATE CONNECTED WOOD TR S ES' Y:` '� - �S, S PLATE,;,INSTIT I . . , � � . z � � I 11 � I I I I I I �. 1. I � ,� I 1 I I' ll I , , 11 I I I . I I . . - I L . I �, I � . I I �.,. I I I I � . 11 I 11 I-l, 11 - I � . - 11 I . I 11 I I I I I . I . � I . i 1. I I � I I I I I . I AND QST-88. I �. I � I I I ..l. 11 � 1 . . I I 1. 11 _� 1. I I I . 11 I I I . ,W , 41 I Ill -111-111 .i I I_ - I ,- I 11 , I I ' I - - I I � . I . ._L_ - : � � * � I I I I I I . � � � I . N I I � I - I �11 I I � - . -I I I- I 1= Ill - 1 6 4�, ROOF 'SHEATHING: (APA RATED EXPOSURE I /16 PLYWOOD" ,OR 7/16" OSB'MINIMUM SHIN I I I I , % � I I I I I I I I .Ztnl I'l I , I I I - I I I 11 Z n cr "I'll �I I 1. I Ill -Ill- I � I - 1 ,GLES OR TILE I 110-1 I I �. I I I 1 . . ' I � . I \ I I I � I I I I � I I I I . - I -0 u-i W_ I '' � � 0 . .1 1 8w X 8" X '16" CONCRETE BLOCKS 1 6.5 UNTREATED WOOD SHALL NOT,BE IN DIRECTCONI CONCRETE. SEAT PLATES.,.SHALL BE PROVIDED � . .1.1 0 1 1 . I I ' � I , I I � I I I I .1. 91 - " .1 I P .11 � I ,. . I I I I . I . . . I I � I I I . 2, cc xl� 4 . . � .. . I.O .� � � AT BEARING LOCATIONS WITHOUT WOODEN TOP : � .11 I I �: 1 �1. 0 1 1 - �l .4 U-S3 ul $- '' . � I � J IP .�,� I , _�_ I I I I I I I ( - . - I I ,�, � � I 11 � . I I I I I � I I �111 I - I I I , 41 I I � I - :: .I , �`!�__ I I I I . I I ,.� I ____ ,� I I I � I -mix I _AL__',_ir_!_A _Lf . . I . � �l:: � �'..". . I � I 1. .. I � � I I I . il I I � I � 4 : ,: I , � . I ,. I .. . � I I I I p�- - , .1 I 1 . � I I I . �� 11 I I I ... .. I I I . I I I I - 0 0 ." , " - . i . I to . I I I 11 . I , . - I � I .:.:I... . I . I I �. .�_ -.,*.%.'�.;-. . L I . , I . I I I � I I I � . I I il f.dr . -X� .- L'. : NOTE: SOIL SHALL BE FREE OF ORGANIC MATTER I ::' � I .� I., �_ 1�,.�l ".. . I � �.4, �:_ ... - I I I - I I 1. , I I � I: , I � 7) MICRO-LAM LUMBER: .... ''I I I I I I . ". - I I I I � . I ,: Ns'��77 . , AND COMPACTED TO 2,000 P.S.F. . 1. 11 I � 1, I . 11 .1 � I � I I .. -', -:..,.l-'-, I I I I I I I . I I . ...� .. I I I I I 11 I 11 I 1 7.1 MICRO-LAM STRESS GRADESI.SHALL PROVIDE;THE FOLLOWING MINIMUM PROPERTIES: :, � . . I . I I I � � 1 . � I I I I ,: . : 11 � � I I I I I I � I I f � . �. I ,�:.. I � . , I . 11 ETA / HETA INSTALLATION @ MIDSPAN TYPICAL MTS INSTALLATION TYPICAL MTT28B INSTALLATION . I I I I I � p I I � I I � . s,�. ,. . I - I I . � . I . - � I I I I I , E = 2,000,000 PSI I �� I'll, I I � . �_ 111.1 . I I I I : 1 I 8"xl 6" CONCRETE FOOTING I 11 I I I I: I I 11 11.11 � I I I I I � L I METAL CHAIRS TO HOLD Fb = 2,800 PSI . �, I I..z .11 .11, . � -1 I I I � . ,, � I I I I I � W1 2 #5.REBAR (CONT.) � I � I I I I .. 1. I I . I 1. � I I I . I 11 I i I � I I I 11. I I I I I I I I I I REBAR I I I I I � I 11 ft = 1,850 PSI ' 'I . . I I.. I I . � ;� I � I - I �.' I I I I I I I I . I � I � I . , � . I . . I �t I , I I I I I I I I � � I I . . . I I I L I � 11 � . I Fc = 500 PSI (PERPENDICULAR) .." .11: I I 1. I I I I I I I I I "' . I , I I I I I k I. , . .1�. I � , 1 7, � � � I I Fc = ,: 2,700 PSI (PARALLEL) �.. i I I . - 11 . I I I . I I . . . I L � I � . I I I � I Fv, #� , 285 PSI , � I l - I I . 1 I I I . � TYPICAL , WALL SECTION - SOLID FOUNDATION , OPTION � I 1 ' ' . . I I . I I : ,�'� I -_ . I ., . i I , � I I I 1 - - � I 11 I ,z I 1. I I I I � � 1 . '. � '. I . I ' 7 1 SCAI F: 3/4" = 1*-O" , , I I .1� . I I I I I I . � I I . I I I I I NOTES: 1) MITERED,,CUTS TO BE MADE AT ALL JOINTS OF FASCIA. , . . � . I I I I I , � ll� � I I I �: I I I I � i I ._.�,L- ,_ 1 12) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS. I I � I I I I I .1. I .: 1. I I �l I I � I 11 � .. I I I I I I . I I I I I � I . . . . I � I . I I I � � � I I . 1, 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 I -1 � I I � I I I I I .. '" 1, � I . . I � - ADER . I I I I . � I I I I I � I I . - , ''I I I I I I I .�l I I I � I I I 11 I 11 ROOF DIAPHRAGM NAILING SCHEDULE�:-,i'l 110, mph ZONE I - / I I- BUCK OPENIN ! I I I I - . . I . I I I , � I I I I I I I I 1.� I I � I I I I I I I I . I ::L � . I I I I I ___� � � � I � . I I I WALL SECTION, NOTES I - . 1 . I . I � I I . I 11 I I . I � I . I I I . � I I I 11 ., ., I � I I I I . . I � I . I I � 11 . . I . I I � -1 1 . .� I . I 11 / I I I I I I � I 11 I I I I I 1, 11 u I , I 11 I I I � RIDGE LINE L . . I 1. I I I I I 11 I -1 STU D S . I . I i I . 1. DOUBLE HEADERS: . (=)i I I . I � . I � C__4_1 11 I . � I - � - I I � I .11 . I .1 11 I I I t�l I - I I � 2' 2" X 6" AT EXTERIOR AND INTERIOR LOAD BEARING WALLS. I � I + + I I. � 1 4- + - w I � 1:1 I I I . - I 11 I ,. I I . . . %_ /lIzz"1111/1 "I I I I 11 11 I 1 2-2" X 4" AT INTERIOR NON-LOAD BEARING WALLS. ' I - + 4 1 11 I . I + + 11 I I .. "I I I I 1 I I I I . I I �, I I � I #1 2X2 1/2w SCREWS 619 ,� I � I 1, I � , . 1 12-2" X 8" AT S' SLIDING GLASS DOOR (DOUBLE JACK STUDS EACH SIDE). + + . . . �'.I I I 4- + - I ___� w . I I . 1 I � I I I I I I 1, I 1 Z-27 X 12" AT OPENINGS LARGER THAN 9"(DOUBLE JACK STUDS EACH SIDE). , I I I �l I I ; . �I I I - FROM CORNERS & 12 �, I 11 I . I � I I I � � I I I . + 4 1 .. I � I I .1 I ,� ..� I I I . + + I . . W� : .1 i I , I ll� I 11 - I I I I I . � I I I I I 1+1 .I I I . I I O.C. RSEM-1ERE � I 11 I I I . I I� I . + + I I � I. . � . I i- + - I ,. I I --- I I It � I ll I I I I .. . I I � . 11, I I 1 I I 1 12. STUD SPACING: I I I I I � I I I 11 .. I � 1 21; � - 11. 32" � � �l .1 � - I a + + I I I � I 11 I , � 1. . I I . I � , � I L .1 I I I � I '. -1 I .. - ,. I [-�-1/2" - � I ' 'I � � I 1 16" O.C.' AT ALL.EXTERIOR --AND-INTERIOR-,LOAD., BEARING' WALLS. � I I I I :1 + + , I . I I I I . - -- PRE-HUN __�l . I I I I I I I � . , I I - I I I I � � : 11 + 4- + - DOOR I - I I I . I I . .� . - � I . .. . ''. I I . I I 1, I I I of . .1 I I . I I � I . I I I I -1 1, ,� I ,� 11 11 12,Vo :O.C, :.A-T.,-�A-LL--'I'N-T,ERIOR NON-LOAD BEARING-WALLS -1(1-6" G.-e-MAY BE- PURCH-AS- ED). � 6'--0 " +, A I I , .,-.t .. I + + -O" I I I I - -_ � 11 I I 1 �_ � I I 1.� 1, I 11 11 I � .1 I .1. - . 11 L I I. ''.." _ , .1 I � I� � � � I � �..�I I. .1. � . '- 6' 1 1 . -_ I : , I I ,I:� I 1, �11�'l I , . - .. I I I + , + 1 � � I I I I . :�.o .1 ..�.� - - .1 ,. I �. � . . � I .1. 4 - + I I I , I 11 _ I I I . .I I . I I I .; . � I I I � I ' ' I � � I ,� 11 I I � I . . I I I .1 I 1� - I I - � 11 I . L 9/16" (1/2" DRYWALL + 1/16" CLR. I I ,� � I I I I I I . � � I I . _+ 1. � I I 11 .1 I .1- I I * I ) I , 1 I 1, 1, �_ & , P60F :ffL6.dRTl',SHEATHING: � I I I I + ,. 1, �1. . I ". . + + I I I 'L I I � I ,� �,,�', :�,z'7�,I:� . ' I ' ' , , ", 11 � � . I L I I I . I I � I .. � 1. .. I I I I I . I I � I I ,, ,�,I � , - " , I - I 11 ,. � I �, I ,.%...: . I .- I 11 � I . - , I I . I I . I 1, I I I I 11 11 '' , , , NG. I I I I I . I 'I, � �' - . . I I I,, I I I I I 1, � ,� ,,,:;, I 1, ,) 7:�_'-16" 1 '. � I . . I I I I I ,:� I . I � I I - I I I, I I I I � ..:,.�, ... I I I � I I R op � I 1, I I I 1� '6, / , 'O.S.b., I + + , : . I I I � , tt , i- + - � I I I , ) 73 ',,T6N- , . I I I � � � 11 . I 11 I I I . I 1 . � - , / 0 , I I I I � , I- I L . . I . I 11 .11 - � . ,. INOUGH OPENING - � 11 � 1 I I � : " � , , _ �l I -PLYWOOD FLOORING. , . I . + A+_ �_ I I � I.:":-- � I . ,� � I I I I � I + + I� I I I . � �l I, I ,, , ,,� .� _, , � � I I �,,�� :� ,:� ' � I I � I � � ,��1�,,,, - , � AND, GROOVE . . I I I I I I I I - _ � I � .1 1, , � I I � I I " I I ,,� �,�,�," , � , � I., � I � I . I . I I I I 1, I �..�:+,l , -, � . 11 I . I � L, I I I I 11 11 11 ' ' I I I ': I I . . . I ,:�l I I I : I I I I - . -1. , I � I - % I I I I . + + � .1. I I I I : . I I .� I .. I I 117 + - I I � : � 1: 1, I I I 11 11 11 I "Ill, I I I b I . . I 11 I I I . I I - .1 I I I-— I I I I SILL WINDOW FRAMES SHALL BE ATTACHED WITH 10d NAILS . I I 1 1 1 1 , 1. I o . , I I , I . I + 4 1 1 1 - - , I 11 ''I I ,�. �'ll 4, FRAMING NOTES; - , � . I I . I � � I �1:. I I�11 .I I ..+ + - I. 11 11 I . I I � I I I I . " � I . I : . . 1 ,_ . I � O." I SPACED AT 8" O.C. STARTING WITHIN 4" OF CORNERS. I I 11, I � I I I - . ,� + , + I � I I I � 11 . I 1 . 11 � - , . � I . 1, I I I I 11 I . � . � I I .. � +� + I � 1. I 1.11 I I 1_1 11 I .1 , ,�j 4"l, X1 .8'.1 ISS, TO; BE .USED AT EACH SIDE OF EXTERIOR CORNERS. I 1 I , I 11 � I . ,� �l I . I .1 � 1. EXCESS CAULANG . I :, , 11 V 1. , � I 1 :6), ,L �' '' � I I I I I � I + 4 : . - I I + + , + . . . . �+ + + . .. � I ---BETWEEN JAMB & . I i 1 -� ,, I � , i:, ' TRU I I � I � I I I � I + + I , �8 . UCTURAL-CORNERS AND_STRUCTURAL SHEATHING. MUST BE COVERED WI TH FELT. I I � _� I , . I I � I � I I'll I I 11 I''7,," �/ �l "I � I , . ,,,, I I I I I � I - I - . I I I � . I I + + -�,.1 � I I I . . . . .I . , + , ++ + + + � ''I I . i I-, + - I I 11 . I .0.-1__4 SILL -1 � 1. I � I I I I 11 , I �1, I 1 . I _RN 2k WALLS T � I I . 11 11 . � I I 1;- � I I � L - , . I I I �= I I � I ' ' - 1�1 11 I I .1� I - I - � I I ,CY AILL' CO I 'IERS IN EXTERIV 0 BE SOLID STUDDED PER DETAIL I I . I I . . . . .I + + +:,-,� + _+ + + i I � � + I I I I I k , I . :1 , , , � - .1 � I �. 1. 11 1. e I + I - 11 � . �- .... _1� � . ..+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 I I �,+ - I �I " , I I I I +, I + �+ , + + + + I I:- .. + , + I 1+ . . �, I : I I . 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I I - I I .- � I � I �l ,� ; � I 1 � I I I Ij I I I 1,- I I � I �I_, - �,�_ I I . I I� I � I I � I I I I ��,_ -:11 I I ,I I :1 I I . I I ,�,� �, f - , � ,I , � DECO'' STOOPS,, ANDPORC � I- I I I .. I - I I � I � . I . I I � I I I � 1 11 I I 11 e - - , L 11, I ;, , ,, , , ' l , ' '" ,: I li, - � I 11 - I I I 1. ,. I ,� I I I ,� I � I I I I I��: �,l� I I I I �f , ,;:,1, , - ' � I I . I I I � . �:� -- � . . I 11 I I I . . . I � ,� , , � ,� I . I � � . � I I . ;� .. I I I I I I , " , I I I' ll 11, I . 11, I . ., � � - I I - I � I I 1�� : I I I . , � � �, �': I 1, � 11 : I I I I I'l- I I I �, , I :: i,� �: !, �)' BOTH MEMBERS,'OF MAIN 'SILLS AND BOXING,-BAND AT EXTERI(it- DOOR OPENINGS' I I . ... I � � I - I DOOR INSTALLATI ON � I .1 I I . I I � , : '_ .. 1: I I I 11 - 11 ' I' ll . I � I I � I I : I to 1. � I � . I I . I 11 11 � - I I . , ;, I 11 �l - .1 I I I I I . I I - � "I", 111 . �111, ;,,,�, I . . I � , I I I I. .. I WINDOW INSTALLATION I I 11 I i ,. � AND TO BE P.T. MATEP;AL. I . I . I . ,11 I- - . I I I 1� I I 1: I � I p - 11 - , I - I .1 I �, I I I I. I 1. I � I I . � . . I � . - I I � I ��. I I - . I NTS � I I I I I . I . � . .. 1. . I I I I .1 ;,_ 11 I I 9) MITER ALL JOINTS. IN, FASCIA, CORNER BOARDS, AND HANDRALS. . I I 11 - � I , , � '� .+ . . I . NTS � I I �,�, L" 1 I I I I . I I L I I � . I . I I � � I . I . � "I .1- . . � �� . I I I I - i I I � I I I � + + +: : + �, : ". . I I , " I �� I I I I I R THRESHOLD AND SLIDING GLASS DOOR ,TRACKS. I - � I 11 � 1 . , I + ..:. I I�...... . . � I I � I .1. I I � . I I I I I I � I I I I � . I I . I I 8d RING SHANK OR , I I - I I 1� I I � I �, I - ll� .1 %�- I � � �: I I . � I + + + 1 + � ..I 11. I.... I 1, . I . 11 I 11 I � � I I I I . I I I . ; I 11 I 1) FIREBLOCKiNG TO BE ,INSTALLED BETWEEN STUDS AT DROP"'-'ED CEIIJINGS AND .. I I I I A- -I- I -I- __L __L . I I I I I � I , , � . I I .1. I . - 1, � I I I I I .� I 10d COMMON NAILS @ 6" 0/ .. -- 4$1 ' 0 GABLE ENDWALL.OR GABLE TRUSS� ', - . I � 'I .- � � - I I 11, .1 . I 11 ,I I I � INTERIOR' SOFFIT$. ' . I 1 . - . I � I I � I I .1 I I I 1. . . I �� " . , 1.I.. I . I I I I 111.1 I � ,� ��I I I I I I I I 11 I I � � � � I . I �l I I - I I I . I I� I I I �1�I..I I I - I I I - I .,..,.I.- .�� . I I. I . - .� .I.- I . I I 1... I I � I I - I I 11 I I I I I I I I � .I.. �. I 0 I . � I I . 1. I . � I � I I I � I I . � , I I I - X 18 1/2i. AND 6'-1-I' ' � � . I � I I : ,� I j) MEDICINE CABINET ROUGH 'OPENING SHOULD BE 14 1/2 . , - I I I I I . I . I . . I � 11 I I I I 11 �1, � I � I I 1,� I I I I I - .� ,8d ,COMMON NAILS @ 6 O/C GES, : ..:.' .� I I I I .. I � I I � I 11 I I I I I I I �11 � I I .. I .1 I I I . � -_ I I I I .1 . s TO THE'BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE I I I I I I .1 . I , I I I',, I I I I I I,. ,FROM :THE FINISH ED .fLOOR, TO THE TOP OF THE .OPENING. I � I I � � I 11 I I I " I I I � . I .1 I I . I . I I �. I . I I SHEET NAME MODEL NAME SHEET I , I :, � I I I I ; � 'I, I � . 11., � I I I I I ,� I I � I I I . 11 . I I . I I STRUCTURALPLANS AND SPECIFICATIONS COMPLY WITH THE I I I . , I I � 11 k),,INSTALL CABINET BLOCKING IN ALL AREAS WHERE OVERHEAD .CABINETS ARE I I I -,I I � I I . I -i �I. I � � I� I I � I I �l TION 1606 FOR 110 mph WIND I I . I � I . NOTE.— . I � I . �I . - I , I I � I I STANDARD 1,3U!LDING CODE, SEC 'Ao' A I I I I I ,.. I DETAILS/NOTES � I I : I OFFERED.', USE ,2" X'4" OR 2" X 6" AT 7!-l" ABOVE -FINISHED FLOOR. I I I I I I I.. - . I , I I I � I I , I � ZONE (199-f'EDITION) I r � - I . I � � . - I I I I I I �, f "� I I I � I 11 I I I I I � I I I � I I -. _ 1) SE.E-STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. . . . � �, . I I I 11 11 . I THE ARLINGTON I I I I I . . I ''I . � I I I . . I I . I . - � I . I . . I I 11 I 11 I . I 11 I I � 1. .. . . � I � I * THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE I �I I 1, I ' � I I I I . I �1 2) END ,10INTS OF THE ROOF SHEATHING SHALL . . I I I . I . - I I �I I, 11 1- 5. STARRED I I I 1 : 1 . . I � - .� I I ,( * ) ITEMS' SHOWN ARE NOT INCLUDED IN THE BASIC: HOME PRICE. . I I 1. '. .1 . - � . � I I " BE STAGGERED AND OCCUR OVER FRAMING MEMBER. ...� ..�l I ., �� I I � I DATE IT !S SIGNED AND SEALED. 1�I I I I 1. I I I I I I I I I 1 I.I I. - I . 1. I I I I I I ..: . . I - I I I L . I .1 � I � I I I I Idealft ,I I I I , I - .� - 1 . 11 0 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS JIM WALTER . HOMES, ; INC/ � I I I I - -I----- 1 - __ I I I I - I I *..' , I I 1_.. *) I -1 L I 11 . I 1. I - � - I I . I I � - . . - � � � . I ". I I : DRAWING ONLY I I I I 11 I I I I - . �.V. . I . : I I I I� I � � I I I I-.- . . @ COPYRIGHT JIM WALTER HOMES, IN 19q8 � � 1 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 � . I I � I I I � I I I - I I I I I I I I ��,� 4", � 1. I I I I I 6'. . I 11 I �l I I 1 1500 N. 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L __j __j L__ __j co 0 F G R 0 U N D C 0 V E R If L j L 3-2" X 8" SILLS NAILED WITH 2 ROWS OF 16d NAILS AT 16" O.C. CID EACH SIDE AND STAGGERED. F_ 7 F_ 0 4 S6 - - -7` CN L __j L __j L _j L _j L _j L _j L J L _j 3_2" X 8" SILLS NAILED WITH 2 SEE INTERIOR PLIER DETAIL O� ROWS OF 16d NAILS AT 16 (TYPICAL ONLY) IOR PIER DETAIL EACH SIDE AND STA GGERED. ONLY) 2-2" X 8" SILLS AT PERIMETER '04 8" X 8" X 16" CONCRETE - C-4 CJ BLOCK CAPPED INITH A 2" X 8" P.T. PLATE 8" X 16" CONCRETE FOOTING SECURED TO FOUNDATION Zi W/ 2 #5 REBAR, (CONT.) W/ 1/2" ANCHOR BOLTS AT 4-0 O.C. AND AT EACH CORNER. L - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -jj r- t 7 F_ -7 r - - - - - - - - - - - - - - - L L F L _J L L 81' X 6 FOUNDATION VENITS9 2-2" X 6" P.T. PORCH SILLS 2-2" X CH SILLS LO LO (12 REQUIRED WITHIN 36" OF CORNER) LO LO F ........ Lt --- - - - - - _J -1 L �J ;L -1-- - - - - - - - -I 61-811 61-819 -- 61-81' 6'-8 6f-81P 6'-8" 0" Ot-Oft, 2' 121-01f 12#-011 20f-0" 12P-O" 44-00. 44P-011 - 0 SOLI D , FOUNDAT N PLAN STANDARD PIER FOLUN Ti LAN 0 SCALE: 1/4' V-0- SCALE: 1/4" V-0" S NOTES: 1) HEIGHT OF PIER TO BE 5-3/4" LOWER THAN SOUD FOLINDATON WALL. 2), CONCRETE BLOCKS MUST BE CENTERED.�ON THE FOOTING PADS. 3), 4 MIL. GROUND COVER REQUIRED. IN CRAWL. SPACE (MICH HAS BEEN CLEARED OF DEBRIS). ANCHOR BOLTS AT EACH �CORNER AND AT 4,��O" AROUND PERIMETER. 4) 1/2 WALL SHEATHING GLUED AND NAILED TO 5). CELLS WITHIN 1/2- ANCHOR BOLTS MUST BE FILLED NTH CONCRETE FROM FOOTING TO TOP, OVERLAPPING BOXING BAND W/ 2 - ROWS OF 12d NAILS SPACED AT 8" O.C. AND STAGGERED. 6) SEE,STANDARD- PIER DETAIL. ATTACH SHFATHING TO STUDS W/ GLUE AND Eld COMMON NAILS SPACED 6" O.C. 2" X 4" STUDS AT 16" O.C. (2) SOUTHEASTERN TAPR216----__ PIER STRAP W1 CONCRETE POURED CELLS (2) SOUTHEASTERN TAPR216 4" EMBEDMEN T-ATTACHED PIER STRAP W/ (SEE PIER NOTES) CONCRETE POURED CELLS TO SILL W/ (12) 10d NAILS D 4" EMBEDMENT-ATTACHI- (SEE PIER NOTES) TO SILL W1 (12) 10d NAILS #3 DOWEL BAR 2' X 6 PLYWOOD 8" X 8" X 160 CONCRETE BLOCK #3 DOWEL BAR 2' X 6" ? 8" X 8" X 16" CONCRETE B K LONG) 3 #4 R�BAR (24 10" X 30" X 30" POURED CH WAY TIED #4 REBAR (18- LONG) .10 CONCRETE PAD 8" X 24" X 24" POURED EACH WAY TIED CONCRETE PAD ion 8'0 2" X 4" SOLE PLATE J 30- TO THE BEST OF THE ENGINEERS KNOKEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WiTH THE BAND JOIST STANDARD BUILDING CODE, SECTION 1606 FOR 110 mph WIND SOUTHEASTERN RTP20814 STRAP ZONE (1997 EDITION) METAL CHAIRS DIAGONAL (2 REQ'D) METAL CHAIRS DIAGONAL (2 REQ'D) 16" O.C. ATTACHED TO BOXING BAND AND UNDER SIDE 2" 8" PLATE W/ IS DRAWNG AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. (1) #5 CONT. PIER DETAIL STANDARD PIER DETA W/ (7) 8d NAILS INTO EA. MEMDER BOND BEAM W/ SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWNG ONLY 1) CONCRETE SHALL HAVE A MINIMUML COMPRESSIVE STRENGTH OF,2500 PSI. NO SCALE 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. SCALE 2) BOTTOM OF FOOTINGS TO�BE� A MI I N IMUM OF 12" BELOW GR,P.DE OR FROST LINE. 2) BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12" BELOW GRADE OR FROST LINE, WHICHEVER IS GREATER. . WHICHEVER IS GREAT!:.R. 1/2"0 ANCHOR BOLTAT 4'-0" O.C., 3) PIER NOTES: 3) PIER NOTES: a) THE CELL CONTAINING #3 DOWEL WILL. BE FILLED WI TH;..CON CRETE a) THE CELL CONTAINING #3 DOWEL WILL BE FILLED WITH CONCRETE FROM FOOTING TO JOP. FROM FOOTING TO TOP. b) CELL NOT CONTAINING #3 DOWEL WILL HAVE TOP COURSE ONLY FILLED NTH b) CELL NOT CONTAINING #3 DOWEL WILL HAVE TOP COURSE ONLY FILLED WITH SOLID , FOUNDATION STRAP DETAIL SHEET NAME MODEL NAME SHEET CONCRETE (USE CAVITY CAP TO PREVENT CONCRETE PASSAGE TO LOWER BLOCKS). CONCRETE (USE CAVITY CAP' TO PREVENTCONCRETE PASSAGETO LOWER BLOCK "Fa"ID Q=ISIDATInts NTS FOUNDATION L �.z 161m, , s THE ARLINGTON 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. OF 170154 73 PLANS & DETAIL 4) PIERS ARE. TOL BE CAPPED WITH METAL FLASHING TO OVERHANG SIDES. 4) PIERS ARE TO BE CAPPED WITH METAL FLASHING TO OVERHANG SIDES. CONCRETE BLOCKS� MUST. BE CENTERED ON� THE FOOTING PADS. 5) CONCRETE BLOCKS MUST BE, CENTERED ,ON THE FOOTING PADS. JIM WALTER HOMES C. 6) STRIKE ALL MORTARJOINTS. 6) STRIKE ALL MORTAR JOINTS. Q COPYRIGHT JIM WALTER HOMES, N 1998 1500 N. DALE MABRY HWY, TAMPA FLO IDA L ML�L ID 4" PIER L 4'-0" BEAM HANGER (TYPI CAL OF 2 F_ -1 IL - rm\Tc 2-:2 X CH SILLS \OV� N ATT' 8d L JA 999 _7 7 441-0" 1 410 RIDGE VENT LOCATION (SEE DETAIL) ;18" X 6" SOFFIT YEN T (TYPf' WALL BELOW Vt x 6" COLLAR TIES X 6l' AFTERS AT, C. AT EVERY OTHER RAFTER 441-0#1 THDS26 SOUTHEASTERN PICAL) LAt (TY WALL BELOW JOIST HANGERS . ...... SEE BEAM DETAIL #4 f 0 0 oui 7 7,17 AV 7 7 20 17 0 =Z z LZ-Z (N ILL] 2 SEE STRONG&A DETIA 6 7 2" X Bn RIDGE BOAR 0 0 2-2" X 10" PORCH BEA T __v2" X 6" CEILING JOISTS 7 M AT 14" O.C. 0 2 1" X 6" F.ASCI,A OVER (SEE DETAIL) —2!' X 10" PORCH BEAM ---""'� e 1�� I � — u to 2! �k: UB—FASCIA (SEE DETAIL) JACK RAFTERS AT -247 O.0 io 2"' X 6 WaQW& 6�=== L N": 6�" T Q, 121-01,s TERS 12'-0" TAT��I : �,� 20'-0" 2" x 8" H0"*,.0A 2" X Sn VALLEY RAFTERS -mot- 441-0" —Olt 12' :77777� F� -V-4" JOIST PLAN CEI'Ll N�c SCALE: 1/4' V-0- C., RAFTER � PLAN NOTE- WHEN RAFTERS ARE SPACE6 24' 'PLY CLIPS MUST BE INSTALLED. SCALE: 1/4' 2" CONT. O.C._ X CON7. W/(2,)*-�'od 0 8" Wjj2)Td NAOLS —2- X 12" 2" X 6's CEILING JOIST —Olt X 6" COLLAR TIE AT PVIE Y OTHER RAFTER 2" k8n RIDGE BOARD ATTACHED (6) 10d N�Al LES ROOF SHEATHING (SEE WALL NOTES) LS 3 TAB ASPHALT SHING --�MATS) OVER 15# FELT (GLASS SHEATHING 2" X V SUB BARGE S 2w X 6* RAFTER BLOCKING OVER It PARTITIONS OUTHEASTERN THDS26 1" X 2" P.T, MOLDING JOIST HANGER 2" X 6" GA13LE END RAFTER C) NIG B A C K DETAIL STR 8 11 A IV, I ETAIL 2" X 4" PURLIN CONT. NO . 4 2" X 2" NAILE R HARDBOARD X 6" PRIME TRIM BARCE BOARD ASPHALT SHINGLES OVER 15# FELT SCALE: 1`!= 1'-0* UNDER COLLAR TIE. SCALE: 1" V-0" SOFFIT ATTACH W/ (2) 8d NAILS SHEATHING SIDING OVER 2" X 4" OUTLOOKER AT 24" 0.C. INSULATION SHEATHING CEILING 401ST DOUBLE �`X 4" P�A 2" X 4" GABLE STUD AT 16" O.C. RAFTE 1 2 x t ELI N o qOI STs LOAD I N G WALL SOUTHEASTERN:HCPR/L 12 RAFTER, 5 F'OnR/L X SOUTHEASTERN 2-2" 1 2" PORCH BEAM 5 27 X 2'! N`AILER N SOUTHEASTER :TPP SCALE: 1-1/2' 114 R,"00 I L SECTION A T GA13LE END F: RRAC N G_ X 2" P.T. 2" X 2". NAI SCALE: 1' 4 0* HARDBOARD SOFFIY- �R 1 X 6" PRIME TRIM FASCIA E :C�P SHINGLES ID RIDGE 'VENT —FASCIA OVER 2" X 4" SUB SHINGLES OVER FELT 1 X 2" P.T. MOLD 1 ING 2 X�8" RIDGE'BOARD HARDB0AIfD*S5OFFIT �4 jQTHING HARDBOARD SOFFIT- W/ VENI X 6 TRIM ZCEILING JOIST Ts FASOA SU FASCIA 1 X 20 TRIM OVER 2", _ .4 * TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF DOUBLE 2" X 4" PLATE WITH TAETHE 2" X 6" RAFTERS STRUCTURAL PLANS LAP SIPING 8W C J EAVENENt STANDARD'BUILDING A ECIF1 OATTM =11YO mph WIND X 1 67 CNODESPSE�11 N ATTACH BEAM VIREQUIREIDr LOCATED AS ZONE (1997"..P'ITION) TO POST W/ (2 LAPr _901ING SOUTHEASTERN RTP1 8820 STRAPS SHOWN NOMINAL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE ON RAFTER PLAN)r 1" X 6" PRIME TRIM r SOFFIT DATE IT IS SIGNED AND SEALED. .461 X 47 P.T. POST ANC,, 1) XT,B M SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS W/ (2) SOUTHEASTERN� 18RZ Ps SEE SHEEK DRAWING ONLY WRAPPED B SHEET NAME MODEL N AME SHEET CEILING/RAFTER �S&A ''T ON TH SIDES OF RIDGE BOARD. D.- _ S DE TA It PLANS—DETAILs THE ARLINGTON Rt D GE,,:�, VE N,T PORCH BEAV D E TAIL OXE _E A V-P NQ_ /�l! CUT 6U - 00 LE: 1-1/2 MITERED. UTS TO BE MADL.� ALL JOINTS 0" CUT OUTS SHOUILD ,STOP 12" FROM END OF le : , :1 MltEREO:'�CUTS To ]§E-- MADE AT ALL JOINTS OF FASCIA. SCALE: 3/4",- 1'-o"" END. C Rib VENT JIM WALTER HO ME'S N COPYRIGHT JINA WALTER HONAES, .................. REVISE11 11/7/97 1 1 500 N DALE M ABR Y H wyl MPA, /FLO I A NA Ito F A 99 RIDGE VENT RIDGE VENT—\ 12 12 5 5 4' X 8' O.S.B. CORNERS TYPICAL SOLID CORNER COVERED WITH FELT cm TRIM CORNER BOARD 16 16' 16" 16" SIDING — — — — — — — — — — — — lo PRIME TRIM CORNER BOARD 5/4" X 5 0:lo oo FINISHED FLOOR oo — — — — — — — — — — — — - - — — — — — —— — — — — —— — o,;w CORNER BOARD DETAIL I I I 1. 771 SCALE: 1-1/2" l'—O" H NOTE: JOINTS SHOULD BE MADE ON SIDES. GRADE LVA�R S) I I I A 1. -1 1 1 1 -1 1 F R 0 N T R I G H T S I E 5/4" X 6" RADIUS EDGE P.T. HANDRAIL 2" X 4" P.T. TOP RAIL RIDGE VENT RIDGE HEIGHT RIDGE VENT—\ 2" X 2" P.T. STRUTS AT 5" O.C. 12 4" X 4" P.T. 12 1 1 .0C 5 RAIL POSTS 5 P 2" X 4" P.T. T. DECK JOISTS BOTTOM R IL FINISHED CEILING- 04 16" 16" 161, 16" < 2" X 2" P.T. LEDGER oz k z P.T. DECK SILLS FINISHED FLOOR ritirir—IM1117 3t DECKING DETAIL f '_ I tl 1. .1 1 1 f T1.77.1 1 1 1 T- I F 7. 1. 7 1 1 1 1 1 A, SCALE' 1/2* l'—O* t .11 1 1 41 GRADE (VARIES) AP SIDING (TYPICAL) R E A R L E F I S I Q E WOOD GRAB RAIL 1 3/4' 5/4" X 6" RADIUS EDGE P.T. HANDRAIL (2) SCREWS 1 1/2" x #12 (3) SCREWS 1 1/2" x #12 EL E V A T 1 0 N . S 2" X 2" P.T. STRUTS 2" X 4" P.T. TOP RAIL SCALE: 1/4* 1'"0" AT 5" O.C. CORNERBOARD GRASPABLE HANDRAIL DETAIL SCALE: NTS LAP SIDING AT BOTH SIDES OF PORCH BEAM (EXTERIOR GRABRAIL ONLY TO BE INSTALLED WHEN REQUIRED BY LOCAL BUILDING CODES) 5/4" X 6" RADIUS 41' X 4" P'.T. POST EDGE P.T. HANDRAIL 2" X 6 P.T. TREADS 1", X 6" PRIME TRIM 6" RA S EDGE P.T. HANDRAIL 5/4 X 5/4" X 6" RADIUS EDGE P,T. HANDRAI RIPPED TO FIT 1" X 4"�'IPRIME TRIM 2" X 4" P.T. OVER 1 X 6" PRIME TRIM TOP RAIL 2" X 4" P.T. TOP RAIL 2" X 4" P.T. TOP RAIL 2" X 2" P.T STRUTS 01 AT 5" O.C. 1" X 6*� PRIME TRIM 4" X 4n P.T. POST POST PACING AT 5" O.C. FRONT 00, 1 X 8" P.T. e-1 x JJIJA 2" X 2" P..T. STRUTS 2" X 4" P.T. KICKBOARD < it, X � X 2" P.T. STRUTS 6" PRIME' TRIM NAILER POST FACING 000": o/� �T 5" 0.C. cu 1" X 61 PRIME TRIM 7" SEE DETAIL 1 NOTE: MAKE JOINTS ON SIDES. 2" X 4" P.T. OVER It X 8= PRIME TRIM T BOTTOM RAIL P L A N 2' X 2' P,T, LEDGER- 2" X 12" P.T. STRINGER (3 ,REQUIRED) 2" X 4" P.T. BOTTOM RAIL 2" X 4" P.T, BOTTOM RAII 2" X 4" P.T. 5/4" X 6- RADIUS EDGE P T. D 1/2-1 ECKING E L E V A I 1 0 N 5/41* 6n RADIUS EDGE P.T. DECKING BRICK (UNDER EACH STRINGER) BOTTOM RAIL D E T A 1 L 1 SCALE: 1-1/2* l'—O* SECTION ELEVATION STEP RAILING DETAIL PORCH RAILING POST TRI M DETAIL TYPICAL STEP DETAIL DETAIL -0' SCALE:,.1/2" V SCALE: 1-1/2" l'—O" NO SCALE SCALE: 1/2' l'—o' NOTE: _JOINTS SHOULD BE MADE ON SIDES. NOTES: 1) THE SUM OF: TWO (2) RISERS AND ONE (1) TREAD TO BE AT LEAST 24" AND NO MORE THAN 25". 2) THE QUANTITY OF TREADS AND RISERS MAY VARY DUE TO THE T.ERRAIN. TO THE BEST OF THE ENGINEERS KNOWLECOE AND 3ELIEF, THE SHEET NAME MODEL NAME SHEET ni 111E STRUCTURAL PLANS AND SPECIFICATIONS dOMPLY W ELEVATIONS STANDARD BUILDING CODE, SECTION 1606 tOR 110 mph WIND THE ARLINGTO ZONE EDITION) & DETAILS 0"7 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DAM IT IS SIGNED AND SEALED. .OEM& SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS JIM WALTER HOMES, COPYRIGHT JIM WALTER HOMES, IN 1 9 DRAINING ONLY 1500 N. DALE MABRY HWY, TAMPA, ORID Sur 2 2 A A 11 1 r"z G F C11. W,0 w-p-ldh 7-F=R I C-- I !E3 NA Ez� C:�) I I F=- C--];; W.P. HEAD SYMBOL DESCRIPTION ...... 120V DUPLEX RECEPTACLE G.F.C.I. E:- 120V GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE E.F. 200 AMP SERVICE W.P. 120V WEATHER PROOF DUPLEX RECEPTACLE 60cy, 3 WIRE) 240V CIRCUIT L___j TOGGLE SWITCH 3 METER 3-WAY TOGGLE SWITCH d a S.D. SMOKE DETECTOR 7 - 7 G.F.C.I. 'P.C. PULL CHAIN LIGHT SOCKET F us.D. I X� P.C. LIGHT FIXTURE PANEL \8 Ar .11, L L_ _71 OUTSIDE LIGHT FIXTURE NS.D. e EXHAUST FAN 3 Qa6QJ;6 LIGHT STRIP, FIXTURE GROUND a: L_ F-=- C�_ 7-FZZ I C-- -L-- F=- I >< 7-L_j FR F=_ !EE3 F-H E:,[:::> L_J L_ I- E L E C T R I 'C P A C K A G E LOCATION BRAND CATALOG # BATHS (MASTER & HA LL) GRADE VARIES 7� * 30" VANITY PROGRESS P3298-15 * 48" VANITY PROGRESS P3299-15 * 60" VANITY PROGRESS P3299-15 * 72" VANITY PROGRESS P3300-15 4A� * EXHAUST FAN NUTONE C305C3N -0 0 BEDROOMS PROGRESS P4238-30 CARPORT PROGRESS W.P. P5744-30 G.F.C.17 DINING PROGRESS P4238-30 _T"I A HALLWAYS PROGRESS P3408-30 KITCHEN PROGRESS P4238-30 DIAGRAM NO SCALE LIVING Room PROGRESS P4238-30 PORCH (OVER HEAD) PROGRESS P5744-30 POR IH (SIDE WALL) PROGRESS P5818-30 UTILITY PROGRESS WALK-IN CLOSET ' PROGRESS P3605-30 2" V.T.R. E L E C R I C P A C K A G E c CONSISTS OF PACKAGE "B" FIXTURES PLUS: RANGE CIRCUIT AND RECEPTACLE (4-PRONG). OPTION #1 2" V.T.R: %- TACLE (4-PRONG) - OPTION �#6 RANGE HOOD AND CIRCUIT NUTONE LL62,30WW) OPTION #4 DRYER CIRCUIT AND RECEP ELECTRICAL P"ACKAGEN3 PLAN -T- F:;;ZZ I C= I— r___j E= I (OPTIONAL ITEM APPLICABLE ONLY IF PURCHASED) SCALE: 1/4" 1) ALL INSTALLATIONS MUST COMPLY NTH THE NATIONAL ELECTRIC CODE AT THE MINIMUM AND ANY STATE OR LOCAL CODES THAT MAY EXCEED. THE NATIONAL ELECTRIC CODE. 2) FANS AND HOODS ARE NOT VENTED UNLESS SOLD OR REQUIRED TO BE VENTED BY LOCAL CODE. 3" V T.R 3) OUTSIDE -F-I-ECTRIC PANEL IS STANDARD UNLESS SOLD OR REQUIRED BY CODE TO' BE INSIDE THE" HOUSE. 4) METER BASE AND STANDARD PANEL LOCATIONS ARE DETERMINED BY THE CLOSEST SINK POINT TO THE POWER COMPANY SUPPLY. G F C.I. FOR A DESCRIPTION OF �A-LL AVAILABLE ELECTRICAL OPTIONS, CHECK AN EXHIBIT "B'. W.P. Now WASHER 2" V.T.R. F L __j d LL: qj T�UB LAV. A-!: W.C. :--J=j� TO SEPTIC TU B DELUXE KITCHEN ELECTRICAL PLAN W.C. (OPTIONAL ITEM APPLICABLE ONLY IF PURCHASED) SCALE: 1/4" V-0. SHEET NAME MODEL NAME SHEET PLUMBING ISOMETRIC ELEC./MECH. NOTE: CLEANOUTS AS REQUIRED., NO SCALE PLAN/DETAILs THE ARLINGTON JIM WALTER HOMES, INC. COPYRIGHT JIM WALTER HOMES, INC. 1998 1500 N. DALE MABRY HWY, LORIDA TAMPA, F T T OAK