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Home My WebLink About4872 12 Town Brook Rd Elevations 09.01.20ONSRE BY BUILDERJCSL SQVAtR=REAL)i tl: PATHWAYS FOR ROUTING COMPONENTS TO BE SUPPLIED 6. INSTALLED ON -SITE BY BUILDER/CSL. ® — J LOOSE KICK BOARD Radon vent note: 3" pipe to go thru the floors and stubbed into the attic and capped. Builder to increase attic stub to L&+ on -site or run through roof to exterior if required by local codes. Pipe is tested in the factory and labeled below 1 st floor as being for future radon use. An electrical circuit terminates in the attic in an approved box by the vent pipe for a future Depressurization System, VENT REAR ELEVATION NOTE:- - ELEVATIONS ARE FOR GRAPHIC REPRESENTATION ONLY. REFER TO WORK ORDER FORM FOR DETAILED INFORMATION. - EXTERIOR STEPS, RAILINGS & LANDINGS ONSITE BY BUILDER/CSL, SHIP LOOSE GABLE YENT INSTALLED OWSITE BY BUILDERICSL 0 SHIP IOOSE GABLE VENT INSTALLED ONSITE BY OTHERS LEFT ELEVAT[ON RADON VENT SEE NOTE T.R ARNOLD &ASSOCIATES, INC. 4703 Chester Drive Elkhart, IN 46516 States) Massachusetts Accredited Evaluation and Inspection Agency This dtxvmerd is certified as being In conformance with State Building Codes, Date September 11, 2020 Approval of W s document does not euthadze or approve any tan(ss(on or devladon tram the requlemems of applicable State Laws. /20 BUNDLES OF SHINGLES: 38 BUNDLES OF RIDGE CAPS: 2 ❑ THIR,D PANTY LABELS Q STATE LABELS O DATA PLATE BOX "A" 431 SF N BOX "B" 431 SF -I CV f4 M c*� v co c-> cV N � CD co F*� cV 51 /2" moll 28210 SG RADON VENT Al SE CABINETS 2" PER CUSTOMER ( S/L REQUEST � f FLI BATH 1 40 sgft o (MR BOARD co WALLS & CLG) ~m 0.5°F. 51 /2" 8'-3" INSULATE BATH WALLS 28210 SG E CABINETS 2" / PER CUSTOMER REQUEST S/L ❑O F/L BATH 2 0 48 ft -0" 31/2 31/2 15-1 3/4" CATHEDRAL TRUSS 711,115" 10'-41/2"- 1 _ 2'4" S262 *71Ilk _ _ W2 30 Lw: — — 1 I I I PREP FOR ' 1 ICE/WATER I BLS RAISE CABINETS 2" ' I PER CUSTOMER sq m L - - -'k�KITCHEN REQUEST > ''. --.. .._._ _.. It 98 sgft — - - ❑ 0.5 F. INSULATE `o Stackable I L 3'-11/4" z ��6, MID I ( BO p I Closet I I? — — it U —3'-31/4" 2,_6„ 1� I: DOWN It D DINING ROOM 0004 ATTIC I HALL Iuj 49 sqft ACCESS 33 ft SD (1) 1.5"x1 1.25" LVL CEILING RAIL EA. SIDE Smooth Transition 11,,.(3) 2x6's (3) 2x4's. EA SIDE 10,_O„ EA SIDE I i II r .. c _..jOhi PREP FOR FUTURE `FAN & LIGHT 51 /2" BEDROOM 1 151 sgft 31 /2" 22x30 I sg CM (FIN) L _ _ J I I I I I I I � I IUI BEDROOM 2 I I 91 sgft I I I w I �I of U I i [31/2" -1" 8'-8 3/4" S Pantry 3 1 /2" IL a0 111 cm L N m 3'=3" 2x4's 3.211�1f SIDE (1) 1.51%xl 1.25" LVL CEILING RAIL EA. SIDE u 11-0 3/4" (3) 2x4's EA SIDE ( 1 \.VT PREP, FOR FUTURE IFAN & LIGHT LIVING ROOM 150 sgft 13'-4 3/4" 13-101/4" CATHEDRAL TRUSS 51 /2" r I I N cq m 7.25"F. � 51/2" cV I CV CV � � CV T r- CN CN —CV � _u0t) _w —� h FOAM SEAL RIGID INSULATION IN BAY TO PROTECT WATER/DRAIN LINES FROM FREEZING IN EXT. WALLS 1 /20 F U DATI TE a 1. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER/CSL AND IS TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES, 2. BASEMENT ENTRANCE, FOUNDATION OR CRAWLSPACE WALL EXCAVATION AND BACKFILL, PILASTER, ETC. MUST COMPLY WITI-i THE LATEST EDITION OF THE BUILDING CODE AND WITH THE LATEST REVISIONS TO ANY APPLICABLE STATE AND LOCAL GODES, LAWS, RULES AND REGULATIONS INCLUDING FHMA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. 3, INSULATION IN FLOORS OR ON FOUNDATION WALLS TO BE THE RESPONSIBILITY OF THE BUILDER/CSL AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 4. WINDOWS OR VENTS (INSTALLED ON -SITE BY THE BUILDER/CSL) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. 5, IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS, VENTS MAY BE REQUIRED. THE BUILDER/CSL IS RESPONSIBLE TO CHECK LOCAL CODES. 6, THE SILLS OF ALL DOOR OPENINGS BETWEEN GARAGE AND THE DWELLING SHALL BE RAISED NOT LE55 THAN 4" ABOVE THE GARAGE FLOOR. 7. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E. OR R.A. FAMILIAR WITH LOCAL 501E CONDITIONS. 8. CRAWL SPACE FOUNDATIONS REQUIRE A MINIMUM OF 18"x24"ACCESS OPENING FOR VENTILATION. 1/3 OF 1% OF THE FLOOR AREA PROVIDED BY CROSS VENTS THAT ARE INSECT AND RODENT PROOF WITH SCREENS OR LOUVERS, MINIMUM CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". MINIMUM VENTILATION FOR A CRAWLSPACE IS 1 SQ.FT./150 SQUARE FEET OR AREA. 9, FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR (SUPPLIED ON -SITE BY BUILDER/CSL). 10, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS @ 12"o.c. (UNLESS NOTED OTHERWISE IN PLAN SET.) 11. MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/CSL EXCEEDS MAXIMUM SPANS SHOWN ON FOUNDATION LAYOUT PLAN. 12. LOCATION OF WASHER, DRYER, WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED ON -SITE BY BUILDER/CSL PER ALL APPLICABLE STATE AND LOCAL CODES. 13. ANCHOR BOLTS SHALL BE PLACED AS SO NOT TO INTERFERE WITH FLOOR JOISTS. 14. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WITH AS REQUIRED TO MAINTAIN PROPER OVERHANG. 15. FOUNDATION LAYOUT TO BE SUPPLIED WITH EACH HOUSE. 16, FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 17. MANUFACTURED UNITS ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED ONCE INSTALLED, 18, DESIGNS BASED ON A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2500PSI AND A SOIL BEARING CAPACITY OF 2500PSF, BASED ON THESE ASSUMPTIONS A TYPICAL FOOTING WOULD BE ABLE TO SUPPORT A MAXIMUM POINT LOAD OF 15,625 POUNDS. IF THE POINT LOAD LISTED ON FOUNDATION LAYOUT IS GREATER THAN THE CONCRETE CONTRACTOR SHALL DESIGN THE FOOTING TO MEET ALL APPLICABLE STATE AND LOCAL CODES AND ENGINEERING PRACTICES. -�' 36'-0" I T.R ARNOICJD &ASSOCIATES, INC. 4703 Chester Drive Elkhart, IN 46516 States) Massachusetts Accredited Evaluation and Inspection Agency Th(s dtxument is certdied es being in conftxmence rdUt Slate Bulking Codes. Date September 11, 2020 Approval of dds donanent does not etahadce w approve my omission w daviadan hom the raqu'rernems d a Bcebie State Laws. i'V CV r 0 -$, 10" r `F� � � EVERYTHING BELOW SILL I I RADON VENT j � 13 SOPEN`INGL PLATE SUPPLIED AND I ;� E E � INSTALLED ON -SITE BY ��o BUILDER/CSL I �I I ___..___.._._....__±i � I �LOOR LUHU I ONLY I MANDATORY L - - - J 3200 LBS -4" r — —w L.uuR LOAD) � ONLY �MANDATORYI L---J 8860 LBS -� 5'-2" SMOKE ! CM DETECTOR IN BASEMENT 8Y BUILDER/CSL r— —� r— � � C � NDATORY � L --J 8720 S i FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10", I BUILDER/CSL IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. IF WALL EXCEEDS 10", BASEMENT STAIRS MAY BE AFFECTED. I ( I 2x CONTINUOUS SILL PLATE FASTENED I TO FOUNDATION WALL WITH 1/2" DIAMETER BOLT 6'-0"o.c, MAX. 12" FROM CORNER. BOLTS MUST EXTEND A MIN. 15"INTO MASONRY, ( OR 7" INTO CONCRETE L —� — — — — — — — — — — — — — — — — — — — — 1'-0" 4'-11" �4'-11" VIAX MAX MAX FOUNDATION NOTES: 1.) LALLY COLUMN SPACING IS SUBJECT TO CHANGE UNTIL FINAL APPROVAL. 2.) STRUCTURAL DESIGN OF THE FOUNDATION PER SITE CONDITIONS AND LOCAL ANDlOR STATE CODES NOT BY KBS, 3.) BULKHEAD AND SUMP 51ZE AND LOCATION PER SITE CONDITIONS NOT BY KBS. 4.) THE BUILDER/CSL SHALL SUPPLY & INSTALL TO THE FRAME DIMENSIONS OF THE HOUSE ALL SITE INSTALLED SILLS &SILL SEALER SQUARE AND LEVEL BEFORE THE MODULAR AND PANELIZED PORTIONS CAN BE SET. 1l2" - � r FLOOR LOAD � ONLY � (MANDATORYI L — — — 9599 LBS ANCHOR BOLTS TO START 1'-0" FROM EACH END OF FOUNDATION AND CONTINUE @ 59"o.c. AND SHALL BE PLACED SO A5 NOT TO INTERFERE WITH FLOOR JOISTS 3 1/2" MIN. DIA. STANDARD STEEL PIPE COLUMN STANDARD FOR ALL MODELS WITH FULL BASEMENT ,''-fi'-2112" —, FLOOR LOHu ONLY (MANDATORY L---J 3725 LBS CENTER BEAM WITHIN FLOOR SYSTEM (SEE CROSS SECTION) 30"x30"x12" CONCRETE FOOTING I -7" I I IMANDATORY� L___�I 7419 LBS I J NOTE: AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED TO MEET STATE AND LOCAL CODES BY CSL IN THE FIELD 1(2' DIA ANCHOR BOLT IMBEDDED IN CONCRETE MIN. T (15' IN MASONRt') 59'o.c. MAX.12'FROM CORNER (") CONCRETE PARGING COVER WITH BITUMINOUS COATING FOUNDATION WALL BY CSL PLANS ENGINEERED FOR MAX 10' THICKNESS DRAIN TILE �#4 RE -BAR CONTINUOUS FOUNDATION WALL DETAIL -FLOOR DECKING -2x2 LEDGER OR METAL JOIST HANGER FLOOR JOIST 2x FLAT BY CSLAS �-3 12'x7'x1/4 STEEL PLATE WELDED TO COLUMN 4) 3/8'x4' LONG LAG BOLTS 12' IN DIA. STANDARD STEEL PIPE COLUMN ' � ' ' � .�30'x30'x12' CONCRETE �' - . ' ' FOOTING. BASEMENT COLUMN DETAIL KBS IS ONLY RESPONSIBLE FOR THE MODULAR STRUCTURE. THE FOUNDATION SHOWN IS GENERIC AND THE ACTUAL PLAN OF THE FOUNDATION IS THE RESPONSIBILITY OF THE MASSACHUSETTS CSL.