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Home My WebLink AboutBLD2004-01080 - BLD Plot / Site PlansI6"O.C. STAGGER ANY JOINTS IN DOUBLE TOP PLATES AT LEAST 4' APART / '-4 / / 3'-4" 4"x 8" DEAM l6"O.C. 6'--4" 4"x B" D.FAM 6//„ STAGGER ANY JOINTS IN DOUBLE TOP PLATES AT LEAST 4' APART 3 //2" I6"O.C. STAGGER ANY JOINTS IN DOUBLE TOP PLATES AT LEAST 4' APART 3 1/2" WALL STUDS ( 18 REQUIRED ) 2 / '-5" 2" x 4" TREATED 3 //2/i l6"O.C. /�4 / /216„/ J`' tCTION f \ 3 //5"x 9" J \_GLULAMBEAM 2"x6" BOTH SIDES ITRIPPLE STUD BOT/I 51,0E5 9'--O" / 4'-O" SECTION / 4'--6" /2I /i .' / 4'-O" SLOPE FLOOR DOWN 2" REAR TO FRONT 4" THICK CONCRETE fLOOR BLOCK OUT FOR MAN DOOR TO DE LEVEL WITH fIN15hED fLOOR WHEN POURED 2'--4 1/2" / 9'--3" CUT BACK FOR TOP PLAT? EXTENSION FROM SIDE WALL (BOTI l ENDS ) WALL STUDS ( 10 REQUIRED ) 2"x 4" TREATED FOOTING STEM WALL PLAN ( PROVIDED BY CUS % OMER IMPORTANT NOTICE These drawings may not meet applicable building codes and may need to be adapted to your specific project. Check with local officials about a building permit. These drawings may not meet applicable state and local building codes which can vary widely. Before starting constriction, the CUSTOMER should consult the local building department officials to determine if a building permit is required and if the drawings need to be revised to satisfy.• 1) State and or local requirements; 2) The projects structural requirements; 3) Existing conditions specific to the project or project site. Lumbermen's is responsible only for the cost of the nrelena's indicated on our printed material list taken from the general drawing. Some options may be shown on our dewings to give our customers ideas on enhancing this project. Our customers are responsible for any and all addition, changes, and materials needed due to varying code requirements or modifications. //2"rd x / O" ANCHOR BOLTS INBEDED 7". SPACE 72" O.C. AND WITHIN / 2" OF CORNERS AND EDGES OP DOOR WAYS /'-9 1/2" 1 3i /' 6/--/O" / /'-5 :/2" 9'--5 1/2" 2 / '-5" 55CTION SCALE 1/2" = / ' SECTION SCALE //2" = / ' SECTION COMMON TRUSS ( I 0 RRQUIRW ) O"x 1/2"0 ANCHOR BOL T5 6' ON CENTER $ A MAX. OP 1 2" PROM CORNER OR DOOP OPENING CJANTIT'r 5/ZEAND 5 PACING Of STEEL ROBAR PER LOCAL c'U/LD/NG CODES CONSTRUCTION NOTE. 1. WINDOWS AND DOORS MAY BE RELOCATED AS DESIRED BY CUSTOMER 2. ALL CONCRETE WORK TO BE PROVIDED BY CUSTOMER SCALE : //4 // = I / 0/ DATE : 0 / / 02 / 2003 DRAWN BY : ^1 pHoNE 1-315-524.0000 FAX 1-316-524-0012 E-MAIL rmacy@cox.net APPROVED BY: REVISED : TITLE : l 4' x 22' GARAGE SKID # CARO / SHEET : or 3 1/2" TYP. WALL STUDS ( 24 REQUIRED ) 2"x 4" TREATED 5/IT. 2 c> iN • Quality Products By: >7 -UILDING PRODUCTS r \DpQ HILLMAN SIMPSON Strong -Tie CONNEaraNS TM McFarland Cascade" BEHR! HUTTIG S I UCTION ZONE P" o D o TREE ISLAND TREE ISLAND INDUSTRIES NorWesCo: KrafGMaid Gabinedy ORPAC BOISE° �UPUNT Tyvekc LP HomeWrap' DEWALT James Hardie High Performance Industrial Tools SIDING PRODUCTS CUT BACK FOR TOP PLATE EXTENSION FROM SIDE WALL ( BOTH ENDS ) WALL STUDS ( 14 REQUIRED ) /'- // 2"x 4" TREATED SECT/ON GABLE TRUSS (2 REQUIRED ) 9'--O" / 7/ 0// /4'-0" / 2/-6" 7/ 0// FLOOR PLAN 41204"r'm -co3% LYQ Re et, 426 14, 46 200,1, cEtt4ji sr, LUMBERMENS I I 1 1 I[ I 1 I L I 1 I 1 I 1 1 _1 1 1_ 1 L 1 I 1 i 1 I 1 1 1 I 1 I I I 1 1 I 1 I 1 I I I I I _1 1 I I I I I I 1 I I I I 1 I I I 1 1 1 I I I I 1 I I I 1 1 1 I I I I I 1 I L I I I I 1 1 1 I I 1 I I 1 I 1 I 1 1 1 1 1 1 1 1 1I I III. 1\i,cg,4,of LEFT ELi VA TION COMMON ROOF TRUSSES 24" ON CENTER /2 Lf) 6" 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I I 1 I 1 I 1 1 1 I I I I 1 I 1 1 1 1 I 1 1 L 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1_I I I 1 I I 1 I 1 I_ 1 1 I 1 1 ]\J6,4DE /"x3" jj CEDAR DOOR WINDOW TRIM RIGHT EffVA rioN COMPOSITION SHINGLES OVER / 5# FELT PAPER TRUSS ANCHORS AT EACH TRUSS LOCATION BOTH SIDES EXCPPT GABLE TRUSSES 2"x 4"x 88 5/8" WALL STUDS ON / 6" CENTERS HEIGHT CHANGES FROM TREAR TO8"AT FRONT 7/I 6" 053 5HEA THING 2"x 4" VENT BLOCKING 5/4"x 6" CEDAR FASCIA 2'-O" j, 4' x 8' x / 9/32" SHEET SIDING FULL LENGTH VERTICAL NOTE OVERLAP CR055 SECTION SCALE //2" = l ' IMPORTANT NOTICE These drawings may not meet applicable building codes and may need to be adapted to your specific project. Check with local officials about a building permit. These drawings may not meet applicable state and local building codes which can vary widely. Before starting construction, the CUSTOMER should consult the local building department officials to determine if a building permit is required and if the drawings need to be revised to satisfy.• 1) State and or local requirements; 2) The projects structural requirements,' 3) Existing conditions specific to the project or project site. Lumbermen's is responsible only for the cost of the materials indicated on our printed material list taken from the general drawing. Some options may be shown on our drawings to give our customers ideas on inhancing this project. Our customers are responsible for any and all addition, changes, and materials needed due to varying code requirements or modifications. 5/4"x 6" CEDAR FASCIA J /"x4" CEDAR TRIM / "x 4" CEDAR TRIM COMMON TRUSS GABLE TRUSS LAP JOINT @ SIDING FRONT ELEI/A TION 5ECT/ON BADGE i Ar/ER ROTA TW FOR CLARITY NO SCALE CONSTRUCTION NOTE: 1. WINDOWS AND DOORS MAY BE RELOCATED AS DESIRED BY CUSTOMER 2. ALL CONCRETE WORK TO BE PROVIDED BY CUSTOMER SCALE: //4" = /'O" DATE : 01 / 02 / 2003 DRAWN BY : PHONE 1-316-524.0000 ansmarawcar FAX 1-316-524.0012 E-f TAIL rmacy@cox.net APPROVED BY : REVISED : TITLE : / 4' x 22' GARAGE 51(1) # 6ARO / SHEET: 20r2 JVGRADE NOTCH GABLE TRUSS TO ACCOMMODATE LOOKOUT WITH FLUSH FITON TOP LOOKOUT BARGE RAI-IER COMMON TRUSSES / 6" ON CENTER ( 10 REQUIRED ) GABLE TRUSSES (/ REQUIRED ) ( EACH PAID ) SIMPSON Strong -Tie CONNECfOflS Quality Products By: "ASPRODUTS cC r \DApJ HILLMAI TN lithia0110MICOSCOde'" BEHRme Hurr�G GOItlgtUC OIV ZO TE P) T O U RS4 TREE ISLAND INDUSTRIES KrafoMaid Coamet y BOISE- i ,'a_pPONT t& Tyvek° LQ HomeWrap° DEWALT James Hardie° High Performance Industrial Tools SIDING PRO DUCTS /2"x /2" VENT LAP JO/IIlT @ SIDING 4 I "x 3" CEDAR TRIM /2 GRADE / 9/32" 303 - / 8 SIDING REAR ELEVATION RIDGE - LINE BARGE RATER ( EACH END ) II II II II II II II — II HI ROOF- PLAN NO SCALE / / '-- 7 /// 6" \` ROOF LINE LUMBERMENS