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HomeMy WebLinkAbout14 Theodore Roosevelt planIw Jz Q Q O N m = Cn O O Li Ld ft-D 0 D- Q Q d D- Q LLJ 00 y� SW-1: STANDARD SHEARWALL; " CDX W/8d RING SHANK @6" O/C AND SOLID BLOCKED z = N SEAMS W/ J" GWB / O w Q N PLASTERBOARD ON INSIDE. NAIL 0--1' O :D N FIELD @ 10" O/C MAXIMUM. Q O ry 0 LLJ Ury Lij z Q w �W � � O O w ►w— LL m w r� w < Q0 z N w N >O'-U) z Lw 0) Q m cn<NU 0 � O � I O Li 0-- _ U Q w~0� m Z O LW w o Q z mw� RECEIVED N � c= APR 0 7 2023 w LL 0 5 7.5 10 HEALTH DEPT. SHEET 1 OF 12 1 INCH = 5 FEET W �z QQ= 00 0) >- W M U0 N 0 o cl:�0LLJ � Q�o�o0000 Wz<< wry w 00 o WO = ~ O � � o Hill lill — 0 O N Q In W OJ cr� N LEYIIII —I W W z — Q � >- W � W � Q T FT w N-) W U � Q Q z N W N Ov— c) zw (D-)Q o (/) C/� 00 Q N U o _ Q0 O U w 00 = O I d W w0 �z mw� Q= _ N I- 0 4 6 8 W 1 INCH = 4 FEET SHEET 2 OF 12 W z 00 QQs 0-) >-W ~�N m = Un 0 o Q:� 0 Li LLJ < C:) 0 00 WzQ< CL Q � w03: r-_ O = � � N Q 0 O W O _1 cr� __j LLJ L_LJ z Q W => < �W ry U� w 0 0 w Q ry ry o w m Li CD z NWN I— >O(J� Q C!) Q N U LL-o (jO:E w � _ -0U ll�w D � Li m I m 0 4 6 8 I � � 1 INCH = 4 FEET = O w L� m w0 1�z mwQ D Qz = N I— U� W SHEET 3 OF 12 W �z 00 0-) QQ= m = N � O � O ZI10 4 p Q Q 12 12 L.Li Q Q d W 00 z 0 = N O 0� N Q I— L1J 0 Ln N W W z Q >- W � W � � �-Mill (f) F :3: o Q_j�D z NWN I— > O zW m< (f) o U�000 Q N U o �Cj:� �DU a_ �WD�@� w ct� � =O cr W W O Q z mW� D Q= z N F- cn W LL- 0 4 6 8 SHEET 4 OF 12 1 INCH = 4 FEET CONSTRUCTION NOTES: NOTE #1: USE J" ANCHOR BOLTS @32" O.C. AND PROVIDE DEDICATED CORNER BOLTS. USE J" x 3" SQUARE BEARING PLATES FOR SINGLE SILL PLATES. DO NOT LET -IN PLATE INTO THE 2"x6" PT SILL PLATE. OKAY FOR UPPER PLATE. NOTE #2: INSTALL MIRAFI 140N OR EQUAL SEPARATION FILTER AND THEN 1 LIFT OF 8" COMPACTABLE GRANULAR MATERIAL; T-BASES, CRUSHED BANK OR OTHER SANDY GRAVEL PRODUCT SUITABLE FOR BASE FILL. COMPACT LIFT W/1 COVERAGE (2 PASSES). AVOID WATER PUMPING. CREATE A DRY LEVEL WORK PLANE. (IF HIGH WATER TABLE ENCOUNTERED) NOTE #3: NON BEARING RIDGE; 1.75"x11.875" MICRO -LAM LVL RUN CONTINUOUS. NAIL RAFTERS TO RIDGE W/6 EACH 16d NAILS & RUN SIMPSON LSTA15 STRAP TIE OVER TOP OR PROVIDED 2"x4" KD RAFTER TIES @16" O.C. TIGHT TO RIDGE. NOTE #4: SOLID BLOCK IMMEDIATE 2 BAYS PARALLEL TO RAFTER / JOISTS @4'-0" O.C. NOTE #5: INSTALL SOLID WIND-WASHED/RAFTER BLOCKING TO ALL BAYS AND SIMPSON H2.5A HURRICANE TIES. NOTE #6: BREAK SIDEWALL SHEATHING MID -SPAN OF 2ND FLOOR RIM JOIST. FASTEN TOP AND BOTTOM SHEETS W/ 2 ROWS OF 8d RING -SHANK @6" O.C. STAGGERED. NOTE #7: PROVIDE DEDICATED FLOOR JOISTS BENEATH PARALLEL WALL PARTITIONS. NOTE #8: PROVIDE ROW OF SOLID BLOCKING BENEATH STAIRWELL WALL ON SECOND FLOOR AND CONTINUOUSLY OVER THE MAIN GIRT BEAM. I I L— A -- A PITCH 1 /8" PER FOOT TOWARDS GARAGE DOORS BACKFILL WITH CLEAN COMPACTED FILL PROVIDE #5 REBAR © 12" OC VERTICAL IN MAIN FOUNDATION WALLS TO TIE INTO FROST WALLS. TYPICAL CONNECTION WHERE POUR IS NOT CONTINUOUS. GARAGE & OTHER FILLED FOUNDATIONS: 8" W/2@#5 TOP AND BOTTOM BAR. REST FOUNDATION ON 20"x10" STRIP FOOTING. PROVIDED 2@#5 HORIZ. BARS CONT. IN STRIP FOOTING WITH KEYWAY. LAP TOP #5 BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/#5 HORIZ, BARS SPACED VERT. ® 12" OC. PROVIDED 5/8"x16" ANCHOR BOLTS 4'-0" O.C. MAX. B 1r— —� 1 3'-0"I - 5'-10" 1 I I SOIL PIPE DROP 3'-0" W z `� _ 00 0-)�W��r�N m = un O o 0:� � -_D 0 �D Q C: Wz<< 0 00 W003: I-- c W Q = l -- N N z O �0 OD� 0 o _ Q L0 Q 0� N 0 Li W z - Q � z => I- LLJ (./� LO 0 W �- �0 ry o F — — — — — — — — B o ------------ w Li ----------------� � W 0 r4-) W < Q0 z N W > N 0 cn z w (n Q 0-) N Q U u" 0 0 1'- 1 -2i O [1� _ CD 00 U � Li O 1 of = � LLJ w0mil-z m Li N I— � W � � w SHEET 5 OF 12 w 26'-6" J z = 00 0-)6'" 2'-6" 7'-0" 2'-6" 2'-6" Q -i -6 3'-0" 2'-6" N DECK m=Cr) O1�0 _ o Dr- (Y0 00 Li m Q Q � Q Ld 00 KITCHEN = N W00 o 00 CY O N _---_ O Q �- � N f 0 W z< Q _> < I I W 28'-0" 1 I I ---------- (n cn U� (f w 2'-6" I I ---------- LL- 0 W --_ I� �I---------- o ---------- ry 12' -0" 2'-0" L------- -- h�►------- -- II II I� 11 uP VI I� II II , I� �I r/,------why -o' 16'-0" 20'-6" 5'-6" FIRST FLOOR GARAGE 714t S.F. OF ENCLOSED AREA Mwe LIVING AREA w�r19 w QIQ z NWN 0 7— 1- c ) m z — w O Q :2 0) N < U o w O _ I O U a w � LLJ ct� Lw0Q�z m W Q N = 1— _ 07 W SHEET 6 OF 12 W WALLS & CEILINGS TO BE z PLASTERED. Q Q = � SMOOTH WALLS N SMOOTH BATHROOM CEILING m = O O ROUGH CAST OTHER CEILINGS o (-o Q�Q 000 _ CL < < HARDWOOD n Q FLOORING 5._4.. W o0 19'-6" � = OW O N N � O O OD- 0 �- � i- � Ln El I ElOW W z N Q Q SHOWER W j- O W Q (n o f 9' - 4" Q VINYL VIN � PLANK PLANK O W � W FLOORING FLOORING Q I— z 1o'-o" N W N k-: >O (f) zW o�Q cn Q N U o u O O ��=rr)U EAVE �00 � LLJ =) w D:� = O d w I_Q IW O mIII � =D Q= z SECOND FLOOR FLOOR `� W 0 4 6 8 550f S.F. OF FINISHED AREA SHEET 7 OF 12 1 INCH = 4 FEET W Jz 00 QQ= WALL TYPICAL WALL SECTION >- W f O DO NOT BACKFILL W.C. SHINGLES 5j" m Z un (\ UNTIL CONCRETE HAS EXPOSURE ATTAINED A 7 DAY STRENGTH AND BOTH TOP TYVEK HOUSEWRAP L � N AND BOTTOM OF WALLS "ZIP PLYWOOD Q 0 � CD 00 8" POURED CONCRETE ARE SECURED PROPERLY. 2.x6 STUDS @16" O.C. a_Q Q d WALL R21 INSULATION z � >- Q 4" CONC. SLAB "=_ / % #5 REBAR - - - - BLUEBOARD � 6 MIL POLY : ` ` -`% _: = '='----' / / PLASTER (SMOOTH) VAPOR BARRIER W 00 6" COMPACTED FILL �/ //v/ / M � � ��S i i i T.J. RIM JOIST BACKFILL I I I R-30 FIBERGLASS INSULATION I I I DBL 2x6 P.T. SILL I I I SILL SEALER 2 @ #5 CONTINUOUS I I I 1 ® #5 CONTINUOUS REBAR _ N REBAR #5 REBAR — — — -1— — —1 AND AROUND ALL OPENINGS ,,-; - W Q TOP OF FOOTING-- I I DIAM. 12" GALV. ANCHOR 0 O 12 " '•- -:�' �` 2 ® 5 CONTINUOUS REBAR #5 REBAR I BOLT ®2'-8" O.C. - O BOTTOM OF FOOTING 4" BELOW �/� / DAMP —PROOFING AS REQUIRED Ln N MINIMUM FINISHED GRADE ALL �i 8" —� 0 AROUND BUILDING W W z i s" i 8" s" i FOOTING TO SIT ON UNDISTURBED W = Q SOIL. ELEVATION TO BE DETERMINED IN FIELD Q F— W TYPICAL WALL DETAIL TYPICAL REBAR DETAIL TYPICAL SILL SECTION 0 w F- SECTION A —A SECTION B—B 0 Q 0 TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES SET ON UNDERLAYMENT ON J" ZIP PLYWOOD 2'x10" RAFTERS @16" O.C. WITH SIMPSON CLIPS @ EACH RAFTER TO TOP PLATE R-38 INSULATION 2x8" JOISTS ALUMINUM GUTTER ON — 1 x8" FASCIA BOARD 1x6" SOFFIT WITH CONT. SOFFIT VINYL VENT 1x4" FREEZE BOARD CEDAR IMPRESSIONS 1 x 3" STRAPPING 16" O.C. J" BLUEBOARD WITH ROUGHCAST PLASTER, TYPICAL ALL CEILINGS TYPICAL SOFFIT CONSTRUCTION BLOCKING #12 TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES SET ON UNDERLAYMENT ON 5/8" ZIP PLYWOOD 2'x10" RAFTERS @16" O.C. RIDGE VENT 1.75x11.875 LVL RIDGE BEAM RIDGE BEAM v W 0 W Q Q z N W N O cn o' z W cnQNU On Q o _D O _ I cD O U w W ry 00 n = 0 W W m O W Q z N I— (n W SHEET 9 OF 12 14 THEODORE ROOSE/EL T ROAD, LO CATI 0 N DOOR SCHEDULE UNIT NEW DOOR WxH TYPE STYLE FIRST fLOOR GARAGE DOOR 1 16'-0" - 9'-0" HINGED RAISED PANEL GARAGE DOOR 1 3'-0" - 6'-8" HINGED RAISED PANEL HALL DOOR 1 2'-8" - 6'-6" HINGED EXTERIOR 9 LITE EXTERIOR DOOR 1 2'-6" - 6'-8" HINGED EXTERIOR 9 LITE SECOND FLOOR BATHROOM 1 2'-6" - 6'-6" HINGED INTERIOR 6 PANEL DOOR CLOSET 1 2'-6" - 6'-6" HINGED INTERIOR 6 PANEL DOOR BEDROOM 1 3'-0" - 6'-6" HINGED INTERIOR 6 PANEL DOOR 14 THEODORE ROOSEI/EL T ROAD.- WINDOW SCHEDULE [LOCATION UNIT NEW�WIND�OWWxH TYPE STYLE FRONT 1 2,_-6" - 4'-l>, DOUBLE HUNG 6 OVER 6 LEFT S/DE 3 2'-6" 4'_ 1 " DOUBLE HUNG 6 OVER 6 RIGHT SIDE REAR 5 2'-6" - 4'-1,, DOUBLE HUNG 6 OVER 6 W �z00 QQz m = cn ~ 0 CD N ���12NI� Qcy-�000 Q CL Q Q �} cy LLJ 00 r-- Cn Q 0 LLJ = N < Q iy O O o N Q � 75 Ln N Ory W z Q Q V -i V) cn 0 cn W O �— C C) 0 v W 0 ry L j < Q0 z NWN 0 I- C/) zw U) Q 0)Q N U o O _ I (-D O U n W �W�00� a = � O n � of d � w F-- w mw� O Q z Q= N I— _ cn W SHEET 10 OF 12 NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER TOE NAILED 2-8d 2-1Od EACH END RIM BOARD TO RAFTER END NAILED 2-16d 3-16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d 5-16d AT JOINTS STUD TO STUD FACE NAILED 2-16d 2-16d 24" o.c. HEADER TO HEADER FACE NAILED 16d 16d 16"o.c. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER TOE NAILED 4-8d 4-10d PER JOIST BLOCKING TO JOISTS TOE NAILED 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER FACE NAILED 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-8d 3-10d PER JOIST BAND JOIST TO JOIST END NAILED 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS PLYWOOD RAFTERS OR TRUSSES SPACED UP TO 16 o.c. 8d 10d 6" EDGE 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16 o.c. 8d 10d 4" EDGE 4" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6" EDGE 6" FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6" EDGE 6" FIELD W STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 10d — EDGE 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS PLYWOOD STUDS SPACED UP TO 24 o.c. 8d 10d 6" EDGE 12" FIELD 1 2" & 25 32" FIBERBOARD PANELS 8d 3" EDGE 6" FIELD 1 2" GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS PLYWOOD 1 " OR LESS THICKNESS 8d 10d 6" EDGE 12" FIELD GREATER THAN 1 " THICKNESS 10d 16d 6" EDGE 6" FIELD W �z00 Q�fz- 0-) >- W m=u� r� N 0 o r Q�0 O Q 000 � z<< d ry LLJ -j = N o LEI � O O O = 0 U-) N U O� C f— L J Q z y W 0 W Q � z NWN > 0 F— m o �(WQNU cf) O : o w DC O _ I �U O ((3j �LLJ�00� = O Lw mw 0 Q I- z Qs N I— z (n LLJ SHEET 11 OF 12 12'-2" 15' - m 1.75" x 11.875" LVL HEADER 4 i 20'-4" TRIPLE 27.4" U � O 0 N 16'-0" OPENING 18'-0" TRIPLE 1.75" x 11.875 LVL HEADER LJ z J _ 00 0-)( _ m W _ n � � � CN � o ry0(-D Q�C 00000 LL, wD� � z LJ Q = N Q �� Cl� o- o � U-; CD O W z Q N Q z => < � 0 (n w LL 0 o W C� C I") F- QJ�W z N L, J N O zcW U) O Q � iv 0 o - _ CD U �j Ld 00 LiJ m CD LLJ Q l� z D Q N_ -Z = U) W` c- SHEET 12 OF 12