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HomeMy WebLinkAbout1Pian #3107 T CO a as kv ca N N ti O T M C cc r.7 AM ai N d' O LEFT ELEVATION SCALE: 1/8".t' FRONT ELEVATION SCALE: 1/4"=1' REAR ELEVATION SCALE: 1/8"=1' RIGHT ELEVATION SCALE: 1/8"-1• ...... _ _ _ _ ' —�- RAFTER BEARING -- CEILING - --- A l' -2"X1'-2" STUCCO QUIONS SPACED 2" APART OS NU�N V! BRICK VENEER a `° N ,E, E L g STUCCO TRIM _ ..... 2'7 - ' —' — FINISHED FLOOR �' = o LASS o.� ...... C o O'rniZ CEILING a mR.cc zd Nn rn mc .v�_jf STUCCO BANDB,ma 8 Q] g� A `Co��UIH I O N N C c� CC m� 08�� am{V �cb'r� � Nedw T� U G cm..... cc W yf0 co E•ca0 6 — — — —' —' — FINISHED FLOOR OL _. ...... _ _ �.om8_;,s m= o� BOX COLUMN WITH STUCCO FINISH GRADE -41.g s' R y m " MINIMUM g NO2 elld k� Q a !.l V c LOWER FLOOR LEVEL PLAN SCALE: 1/4"=l' HEATED SQUARE FOOTAGE UPPER LEVEL LOWER LEVEL TOTAL 1581 1600 3181 d ca L 0 N N ti O T M c to lsl I d c v L 0 N c cisK ctl 00 c cc a w CL 0 0 T O O N t0 N d' O y v,Z. Q)rte,. Bo O _§==gig cc �1OaEEcm� gt>-ate mr� yF-� BCCI F5 CC F3.g MEco a C 4� I o$ TT E $ n s�tt//11w� V U C �fO to W n wt -5 H r o� r6'c E�n i' �`i'� CC� V o $ �_ �O— N-0 C C o acWi E �i. -'o — ori' _ N QjC s i3a 2;; c is $ a- c�qq UL(D'��io25a ajic�c�vc2a�+`aS�n H 38i$15 938., <i2 : Z 0 LOWER FLOOR LEVEL PLAN SCALE: 1/4"=l' HEATED SQUARE FOOTAGE UPPER LEVEL LOWER LEVEL TOTAL 1581 1600 3181 d ca L 0 N N ti O T M c to lsl I d c v L 0 N c cisK ctl 00 c cc a w CL 0 0 T O O N t0 N d' O y v,Z. Q)rte,. Bo O _§==gig cc �1OaEEcm� gt>-ate mr� yF-� BCCI F5 CC F3.g MEco a C 4� I o$ TT E $ n s�tt//11w� V U C �fO to W n wt -5 H r o� r6'c E�n i' �`i'� CC� V o $ �_ �O— N-0 C C o acWi E �i. -'o — ori' _ N QjC s i3a 2;; c is $ a- c�qq UL(D'��io25a ajic�c�vc2a�+`aS�n H 38i$15 938., 52'-8" NOTE: PROVIDE ADDITIONAL INSULATION IN CANTILEVERED AREA TO PREVENT FREEZING. ice" nMi,, I e� rri ea N � Y _ 'Alt a t�C+✓ x 2 ! fie, "", . OF TIIIS PLAN A bSwoer��C AL UPPER LEVEL FLOOR PLAN SCALE: I/4"=1' tT d Im to a a>' os cc a tV N ti O T c cc a ci c w,w W '0w U) c 0 o. cc c 0 Q w f^� i 1m 'L a 0 V T O O N ti N ef' O ��-:0 �y =oma rr aNmme'6Lms $ E >' •_ Nn0 Capppp = m�GO y c CIO �yvNrnfm�� 8 :! N f. C O OHO= �NSa�LcON10 •NCO��m{aN� to ay�75FoZ5 G cN r o r6 •o E•n §m zI !L 9 N N 7�. �,_ 8�•wa =�� co cc / / / 0 6'— I / tD / 10'-0" BEGINNING OF FRAME— WALL TO BE DETERMINED BY GRA CONDITIONS R 5'-11" 5'-10" ECK FOOTERS AND PIERS AS REQUIRED 24'-0" OLT DECK TO BAND JOIST I 5'-10" 6'-1" I ! I I I I 5'-4" I 2'-10" Lri- 1 1 1 1 � 1 1 1 1 1 1 1 4' 10" 7'-8" 7' 8" 4'-2" r _-----_ry-------------. M ' " D L " I/4I ' ---------- / ------ '1. 1 1 1 1 ---n A ------------------------------------------------- -------------------------------------------------1_T--------- -------------------------- II !! II 1! 1 II II II 24'-6" II II II II II II II IIS II II .� I I rn I I OUBLE JOISTS I (!UNDER ALL WALLS I I I( IPARALLEL TO JOISTS' II � I II I I II II II I I II II II f ii J II II II ! jj EAM II II I ! Ti j j •'� ; :i— —CHASE LOCATI IAOCHANIC4 o II IIAREA II II II II ------------------------------------------ I- _------- --, -_-_-- •------------------------------------------------------• ------- 2'— 1 --- 2'-1 1/2"" 1 , 1 1 , 1 1 6'-0" 5'-4" � I 1 I C,4 15'-8" 12'-0" .0,r -2'-10" � J� 1 1 6'-0" 3'-4" ------------- c'" 12'-6" � I I EAM 0o 4" CONCRETE SLAB REINFORCED ! i4 WITH 6X6 X110 W.W.M. OVER I 6 MIL POLY OVER 4" GRAVEL 2X6 STUDS O 12" O.C. THICKEN SLAB JOISTS Ab KLQUIKLU SOLID FRAMING JOISTS !—BEAM AS II II II 4'-2" I I I I I I v► II II II ,1 c II II II � II (L I L EAM II II II 20'-6 1/2" ; 12'-10" 7'-4" 12'-6" It 1'-5 1 /2 1 I Is II I II ; op I14 ; JOISTS I 1 1 JOISTS Ab KWU D JOISTStole ; 1 alp A5 KLQUIKLU Ab KLVUIKLO 1 1 ; LINE OF PORCH SLAB.-- "� ; 4" CONCRETE SLAB REINFORCED 4" SLAB REINFORCED WITH X13 BARS O 6" O.C. ____________________________ ______ ' 1 WITH 6X6 #10 W.W.M. OVER 6 MIL POLY OVER 4» GRAVEL 1 EACH DIRECTION OVER , 1 ------------------------ 1 / I 4-------------------------- COMPACTED FILL - -------------------------- 1 ' Al- ------------------------------------------------- - 1 , - -I M r- ----------------------------- O , 1 / 1 1 do N I� 1 1 1 ' 1 22'-0" ; 12'-8" 8'-0" 12'-0" 22'-4" ! 1 1 I 1 I I 1 1 1 1 !1 1 1 1 1 I----------------------------------------------------------------------------------------------- I ; 1 I' 1 , 'I 1 1 __ _- -L _ 1 'L------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------J 54'-8" 32'-4" BEGINNING 0q FRAME WALL TO BE DETERMINED BY GRADE CONDITIONS t N I M NDATIONI WALL OF BASEMENT FOUNDATION PLAN scnLe i/."=, f�7 N cc N d' O m6irnZ_. alt o l- -s 8- gza 9pr�ro H—F, a; § . E � a � � m� n.1oaEE=0 :gtE-ggmoo 00pwO-/COC8 y C G.O CI� driy�'� ycag d �•c� E� ncr3j.o O Ctg U TJ ZjCN�� ANS afOiB��vivu Z3 ,`� 8 0v c"c3c8 C N i5 ..� y COC�tO�m.0 CCp. a O yn OY- t/1 C my - N .2 7 N C�H�rnm�c� O co /0 T Qj f6 R�Ua Nw.d e/":.4C7ve DIC NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD E TTL 2 REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. FINISH FLOOR AS SPECIFIED OVER 7_,44a �+ 3g SUBFLOOR AS REQUIRED FLOOR JOISTS AS REQUIRED 4"CONCRETE SLAB REINFORCED WITH 6'W" RIDGE BOARD/BEAM AS REQUIRE #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE #4 REBAR @ 16" O.C. INSULATION AS REQUIRED RIDGE BOARD/BEAM AS REQUIRE SHINGLES AS SPECIFIED OVER BUILDING OR AS REQUIRED I tfz FELT OVER PLYWOOD DECKING a BASEMENT SHINGLES AS SPECIFIED OVER BUILDING FELT OVER PLYWOOD DECKING REFER TO PLAN FOR 2 X 6" P.T. SILLPLATE WITH 1/2'Sc ROOF PITCH 16" ANCHOR BOLTS 06' O.C. OR AS REQUIRED PROVIDE ATTIC VENTILATIONAS REQUIRED REINFORCED POURED CONCRETE OR C.M.U. WALL REFER TO PLAN FOR "SIMPSON" H2.5 RAFTERS AS REQUIRED COMPACTED FILL ° e• EXPANSION JOINT ROOF PITCH OR SIMILAR CEILING JOISTS AS REQUIRED PROVIDE ATTIC VENTILATION SEISMIC CLIPS WATERPROOF--I ° COATING AS _�ii�1II�1I • AS REQUIRED INSULATION AS REQUIRED � 1 ��_ - -) -L� a 4"CONCRETE SLAB WITH 6'A"#1 01#10 REQUIRED �=ljM I I- W.W.M. OVER 6 MIL POLY VAPOR PLYWOOD SOFFIT WITH 111-1"'-) 1 II 8" MIN. BARRIER OVER 4" STONE BASE 3/4" (MIN.) ��1 1= T "SIMPSON" H2.5 CONTINUOUS VENT RIVER ROCK OR SIMILAR AROUND .O; SEISMIC CLIPS RAFTERS AS REQUIRED MUUMUU DRAIN `°0°O CEILING JOISTS AS REQUIRED = I11 0. io�:o GUTTER PER FOOTING SHOULD BE __ INSULATION AS REQUIRED SPECS CROWN MOLDING °o 1 III-_ _ BELOW FROST LINE '0 or ��°::°•'•' � =1-�1F REBAR AS REQUIRED PLYWOOD SOFFIT WITH CONTINUOUS VENT FASCIA 112" DRYWALL; WALLS Z FILTER FABRIC IF o 0 0-��/// AND CEILING U REQUIRED .0.... .o.oo•. UTCROWN MOLDING a o i I1=1I 1!-q I1- -I I IEII I=I I EI I1=111=11 IJ I I I-_ O BRAIN PERFORATED 1 =11(-1 _UF. =W:7:: J}=W=1Jj=I j�=11j j UNDISTURBED SOIL 11=11 -ll�- LII I I- I GUTTER PER FRIEZE BOARD oo tY-III -III-I I 11-III=III=1`I11-�_f-1II-11 SPECS BASEBOARD W I =-W=W I fII_ CROWN MOLDING SHEATHING AS REQUIRE SIZE FOOTINGS PER LOCAL COD I -�I l FASCIA FINISH FLOOR AS SPECIFIED OVER UNDERLAYMENT/SUBFLOOR AS REQUIRED CROWN MOLDING 112" DRYWALL; WALLS AND INSULATION AS REQUIRE FLOOR JOISTS AS REQUIRED CEILING FRIEZE BOAR RIM JOISTS AS REQUIRE GARAGE WALL SECT I O N SIDING OR OTHER EXTERIOR BRICK VENEE FINISH AS SPECIFIED IN PLAN BASEBOARD DOUBLE FLOOR JOISTS BELOW (3/4"=1 1) SHEATHING AS REQUIRE FINISH FLOOR AS SPECIFIED OVER PARTITIONS UNDERLAYMENT/SUBFLOOR AS REQUIRED PARALLEL TO INSULATION AS REQUIRED-- FLOOR JOISTS AS REQUIRED JOIST SPAN U g RIM JOISTS AS REQUIRE a O NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD FINISH FLOOR AS SPECIFIED OVER REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. FINISH FLOOR AS SPECIFIED OVER DOUBLE FLOOR SUBFLOOR AS REQUIRED w 4"CONCRETE SLAB REINFORCED WITH 6'k6" SUBFLOOR AS REQUIRED JOISTS BELOW c� PARTITIONS #10/#10 W.W.M. OVER 4" STONE BASE PARALLEL TO FLOOR JOISTS AS REQUIRED COMPACTED FILL FLOOR JOISTS AS REQUIRED JOIST SPAN #4 REBAR @ 16" O.C. OR AS REQUIRED FINISH FLOOR AS SPECIFIED OVER�------SLOPE M N, SUBFLOOR AS REQUIRED 2 X 6" P.T. SILLPLATE WITH 1/2'k 16" ANCHOR ° a BOLTS @ 6' O.C. OR AS INSULATION AS REQUIRED a INSULATION AS REQUIRED FLOOR JOISTS AS REQUIRED REQUIRED •' a .•' ° a WEEP HOLES @ 4' O.C. e •, . • •° ° , _—�I T ��_� �° e • BASEMENT 2 X 6" P.T. SILLPLATE WITH INSULATION AS REQUIRED o a • °•' 1/2"x 16" ANCHOR BOLTS @ WATERPROOF • • ° WATERPROOF 2 X 6" P.T. SILLPLATE WITH 1/2"x O.C. OR AS REQUIRED COATING ASZ COATING AS METAL 16" ANCHOR BOLTS 0 6' O.C. OR REQUIRED ° ° 9:5 REQUIRED FLASHING 1° ° AS REQUIRED GRADE POURED CONCRETE 0 • °° POURED CONCRETE 314" (MIN.) OR C.M.U. cjR w a • 3/4" (MIN.) OR C.M.U. N GRADE RIVER ROCK ° RIVER ROCK ° °O fo SLOPE AROUND • EXPANSION JOINT o� ° ° . ° AROUND 314" (MIN.) �_ - ° METAL FLASHING DRAIN SLOPE a ° • • • ° DRAIN a e . EXPANSION JOINT ° RIVER ROCK _ g RIGID INSULATION AS FOOTING SHOULD BE �_ ea 4" CONCRETE SLAB WITH 6"x6" #101#10 • ° e • ° FOOTINGS SHOULD BE -� • 4" CONCRETE SLAB WITH 6A"#101#10 AROUND ° L=-_I-_�_L_ I I-I - - I - I REQUIRED BY LOCAL CODE BELOW FROST LINE i �-I I I"I I I I I W.W.M. OVER 6 MIL POLY VAPOR BARRIER BELOW FROST LINE I �-{i�-III l l-1T • W.W.M. OVER 6 MIL POLY VAPOR BARRIER DRAIN - IJI - I Ir I - - II=III= I —jLl— OVER 4" STONE BASE POURED CONCRETE • 12" MIN' h 1 _T ' 12" MIN. I ' FILTER FABRIC IF 1-=1�=llljf= I FILTER FABRIC IF � � OVER 4" STONE BASE :111 I - I II- IH II OR C.M.U. TI— ILII I I I I J I- II-' ' FOOTING SHOULD BE =j I- REQUIRED I- �_Lj(=11 0 a a ' BELOW FROST UNE --1�1-i)1- i VAPOR BARRIER I j1- �(-�-c ;. a ° REQUIRED I 1 lllo' a • ° _ II-11T-III II__III- 8" MIN. - o: ° ' _ -�.• -: • _ - _ -111- I- a.,• e —� I • T— `O•°Q :off' •• - I ov, °oo�Q..• •• FILTER FABRIC IF 11—I _ •o o REQUIRED ' r °o ° REBAR AS REQUIRED 1 oto; a A • ♦ 1 • 1 REBAR AS REQUIRED :• °' . o ` - I I-_ REBAR AS REQUIRED o.o I.�do o .. do o• t .4 •. • PER LOCAL COD o 0 0 ° ° PER LOCAL COD ° o :°. .o. o o ' 'III(Wll�k ETT o e' , . .o. o o ` ` j 11 I >'11= UNDISTURBED SOIL 4" PERFORATED ll i I WE — E III PER LOCAL CODE 4" PERFORATED DRAIN PER LOCAL CODE=1 _�- �fl- 4" PERFORATED DRAIN 1 "A-� j G� DRAIN PIPE. �{ I I I f I -jITI(-(ISI �l I I-1 H I I-_-III � I PIPE. PIPE. - FOOTING PER LOCAL COD FOOTING PER LOCAL COD SIZE FOOTINGS PER LOCAL COD-TH�TITt� ISI I I i i I I I I UNDISTURBED SOIL UNDISTURBED SOIL TYPICAL WALL SECTION TYPICAL WALL SECTION PORCH/STOOP WALL SECTION (3/4"=11 SIDING OR SIMILAR EXTERIOR (3/4"=1') BRICK TWO STORY ON BASEMENT FINISH TWO STORY ON CRAWL SPACE Please Note: These Construction Details are provided as a Floor Decking 5. NAIL SCHEDULE: service to Atlanta Plan Source, Inc. customers. The Mud Sill Protected FRAMING NOTES JOIST TO SILL OR GIRDER 3-8d TOE NAIL information shown is based on The Standard Building insulation depth BRIDGING TO JOIST 2-8d TOE NAIL Code, Uniform Building Code, and CABO One and Two below floor 2" SUBFLOOR TO GIRDER 2-16d BLIND NAIL Family Dwelling Code, and represents typical construction Sill Seal & SOLE PLATE TO JOIST 16d @ 16" FACE NAIL practices in Atlanta, Georgia USA. Special engineering Capillary 6 5 4 3 TOP PLATE TO STUDS 2-i6d END NAIL may require that these plans be changed to comply with Break a 117 1. ALL EXTERIOR WALL OPENINGS & BEARING STUD TO SOLE PLATE 4-8d TOE NAIL OR seismic, wind, or other special conditions as required by NEW Sample Venting Calculation 7 = =2 WALL OPENINGS TO HAVE 4x12 HEADERS UNLESS 2-16d END NAIL Vent Closure (Plug) p g I I OTHERWISE INDICATED. DOUBLE STUDS 16d @ 16" FACE NAIL local codes. It is recommended that you consult a local to outside Brick or Rock Per UBC Section 2516(c)6: architect or engineer of o to secure 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS DOUBLE TOP PLATE 16d @ 16" FACE NAIL g your choice and that you check with tsf NET FREE AREA /150sf = 1 ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV. CONTINUOUS HEADER (2 PC.) 16d @ 16" EDGE NAIL local building officials prior to the start of actual • plastic to Underfloor Area Crawl Space CLG. JST TO PL. 3-8d TOE NAIL construction. It is the responsibility of the Contractor to —IIII foundation 8 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL CLG.JST LAP OVER PL. 3-16d FACE NAIL make the necessary modifications to ensure code _= I II I=II I I PARTITIONS OVER PROVIDED FIREBLOCKING, DRAFTSTOPS 1400 (Crawl Area) = 9sf (total Vent I Garage CLGAST. TO RAFTER 3-16d FACE NAIL compliance and structural integrity. In any instance, the III = III I—I�I� ;1;; • & FIRESTOPS AS PER THE U.B.0 SEC. 2516F. �� 150 Area R d) 9 = RAFTER TO TOP PL. 3-8d TOE NAIL maximum liability of Atlanta Plan Source, Inc. shall be a IIIIII� [l• eq 4. LUMBER SPECIES: — ��r . - Slab on BUILD-UP CORNER STUDS 16d @ 24" FACE NAIL refund of the purchase price of the home plans. �:.. 'd) Grade A. POST, BEAMS, HEADERS, JOISTS & RAFTERS. NO.2 DOUGLAS FIR. PLYWOOD SUBFLOOR 8d @ 6" EDGE NAIL 8sf (total Area Req11 Vents 8d @ 10" INTERIOR COPYRIGHTQ�)1998 BY ATLANTA PLAN SOURCE, INC. = (I 177 1 = 8sf (Net Area Per Vent) 10 11 B. SILLS, PLATES, BLOCKING, BRIDGING ETC. NO, 3 DOUGLAS FIR. PLYWOOD & ROOF SHEATHING 8d @ 6" EDGE NAIL / C. STUDS STUD GRADE D.F. 8d @ 12" INTERIOR AO% D. POST & BEAM DECKING UTILITY GRADE D.F. TOP PL. AT INTERSECTIONS 2-16d FACE NAIL E. PLYWOOD SHEATHING 1"CDX PLYWOOD, 32/16 MULTIPLE JOISTS (UP TO 3) 16d @ 15" STAGGER NAIL F. GLU-LAM BEAMS Fb-2400, DRY ADH. MULTIPLE JOISTS (OVER 3) E .SITS @,WASHERS DETAIL SHEET B C RAW L SPACE V E N T I LAT I O N EA. SIDE @ 24" O.C. 1X6 SPACED SHEATHING 2_8d FACE NAIL