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12 Nurse Way Elevations & Floor Plans Final Study Set Sheets 1-7Contractor / Builder: North Beverly Builders LLC One Derby Square Salem, MA 01970 Ryan Herrick, Manager 978-621-9066 P 10" Project location: 12 Nurse Way Salem, MA Study Set House Features Cifirlifirlifirlifirlifirlifirlifirlifirlifif Etrificrifififif ,44.9prifollA141411411 _i_ L Fififififif -riflifififififififififififififififif rif Eif -meseififififififificrififififififificrifif lifififififif 1_, 1_, 1_, 1_, 1_, J i i i i Colonial 28'd x 38'w Main House 24'd x 22'w Garage �rJ 11 Attic If 03 Second First Wr- Front Ele vation ,,,.. _ ,.o. Notes: * All dimensions to be field verified and changes made accordingly. * Exterior Siding, Trim, Mouldings and Details are per Builder Specs. * Window & Doors: Mf'r., Size, Design, Layout and Details per Builder. * Drawing print out date: April 15, 2018 ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR(S) MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME. 0) First Floor Family Kitchen Office Dining B reakfast 2—Car Garage Second Floor 4 Bedrooms 2 Full Baths Laundry Basement Walk out Unfinished Basement Mudroom 1/2 Bath Total Living Area Sq. Ft: 2,237 sq.ft. Total Foot —print Dimensions: 60'w x 33'd w/ Porch Index Sheet # Drawing A-1 Front Elevation A-2 Rear & Side Elevations A-3 Foundation A-4 A-5 A-6 A-7 A-8 A-9 Main Floor Plan Second Floor Plan Roof Plan, Window, Door & Energy Lists 1st Floor Framing Plan 2nd Floor Framing Plan Attic Floor Framing Plan A-10 A-11 A-12 Roof Framing Plan Sections 1&2 Section 3 & 4 A-13 Garage & Wall B racing Notes A-14 Deck Plan & Details Drawn by: These plans are for construction reference purpose only. Release of these plans are for use by the buyer only as refere-nced on this sheet — and by First Step Designs. First Step Designs where your home begins 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns © mtc.net House Plan Number CL 2250GL/180313 -00 T.O. Fdn. Wall 0 T.O. Bsmnt. Slab Attic Second First ■.NENIMME■.MENIMME■.MENIMME■.MENIMME■.MENIMME■.MENIMME■.MENIMME■.MENIMME■.MENIMME■. NNNI•NNNI•NNNI•NNNI•NNNI•NNNI•NNNI•NNNI•NNNI•N MMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMENEMEN MENNEMMENNEMENNEMENNEMENNEMENNEMENEMENNEMENNEMENNEMENNEMMENNEMENNEMENNEM MINENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNI MEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENEMEN EN MINENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNIMENIMMENNI Nrr-rNrr-rNrr-rNrr-rNrr-rNrr-rNrr-rNrr-rNrr-rN N--N--NNN--N--N--N--N--N--N N MEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENEMEN MENNEMENNEMENEMENNEMEMENNEMENEMENNEMEMENNEMENEMENNEMEMENNENNEMENNEMENEMENNEN rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr Nrr-rNrr-rNrr-rNrr-rNrr- rNrr- rNrr- rNrr- rNrr--- NEMNNNEMNNNEMNNNEMNNNEMNNNEMNNNEMNNNEMNNNEMNNN MENNEMMENNEMENNEMENNEMENNEMENNEMENEMENNEMENNEMENNEMENNEMMENNEMENNEMENNEM N MEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENNEMEMENNEMENEMEN EN 12 '7' 711 1 1 1 1 1 1 1 1-711-1 11 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 f 1 1 1 f 1 1 1 f 1 1 1 f : ' 1-1 1 I LT-L1-1 1 1 I LT-L1-1 1 I LT-L1-1 1 1 I LT-L1-1 1 1111111111111111 1f1111f111f111f1111f -H I PI I I LT-LPI I I LT-LPI I I LT-LPI I I LT -LT _I _ L1 I I I liII 1 I li I IIIiI111111111 I11I1i111I1if1 7—I 1LT-I Ph 1LT-I PI 1 ± 1I1 i1f1111I1 i1f11 L J T.O. Ret. Wall Approx. ra I= I= r r r 0 r MEM MEM 0 Approx. Grade Bottom of frostwall footing 0 0 Basement 10 12 1' 6" 12 I I I I I I I I I I I I i i l 1- 1 11 I1 I1 11 I1 1 1-1 1 1 1 1 1 1 1 1 I 1 MENEMENNIMENNEM MN ME MP' I I 11 1 I 1 1 Y I � 11111111111 12 Elev. 113-115 +/— Deck size & stair location to be :verified per builder 10 a' Elev. 117 Grade and retaining wall elevations T.B .Verified 5' 0" 28' 0" 11111111111 • T.O. Bsmnt. Slab Retaining walls & foundation s ep per builder & job site conditions 0 Approx. Grade 8' 0" Elev. 113 -Elev. 112 Right Elevation N.T.S. Grade and retaining wall elevations T.B .Verified CL-2250GL: Rear Elevation 3/16" = 1'-0 * All dimensions to be field verified and changes made accordingly. * Exterior Siding, Trim, Mouldings and Details are per Builder Specs. * Window & Doors: Mf'r., Size, Design, Layout and Details per Builder. Study Set * Double hung windows used for emergency escape shall have a 3.3 sq. ft. minimum net clear opening. Other windows can be 5.7 sq. ft. * Grade floor openings shall have a minimum net clear opening of 5.7 sq. ft. * [Window Sills height requirement] Where the opening of an operable window is located more than 72" above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24" above the finished floor. * Minimum opening dimension: 20 x 24 inches net clear in either direction. 5 * [R602.10.4 Continuous Sheathing] Braced wall lines with continuous sheathing shall be constructed in accordance' with the section. All braced wall lines along exterior walls on the same story story shall be continuously sheathed. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR(S) MUST CHECK ALL DETAILS AND DIMENSIONS AND BERESPONSIBLE FOR THE SAME. Drawing print out date: April 15, 2018 Elev. 120 0 E --Grade, step footings and retaining wall elevations T.B. Verified 10" 10" 12 10 12 10 12 1 I I 1 1 1 1 1 1 1 1 1 1 12 N Approx. Grade Elev. 115 1 r 3 Elev. 120 Elev. 12 Retaining walls & foundation step per builder & job site conditions 24' 0" 0 Left Elevation N.T.S. w a_ a N Q PLAN: C L-2240R1/17713 Rear & Side Elevations DRAWN B Y: D. Hemauer SC ALE: As Noted DATE: April 15, 2018 PLAN STATUS: ■ PRELIMINARY: P1 J a z L First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 20 Elnew Avenue Beverly, MA 01915 BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 1'0" (max.) -r (max.) 6'0" 1/2" dia. (min.) A307 stl. anchors with a minimum embedment of 7" into foundation. (2)Anchors bolts min. per sill plate. 4" min. and 1'0" max. from ea.end of the sill plate section. 0 Anchor Bolt Spacing 4" Min. reinforced concrete slab x 0 E teel column w/ steel bearing plate © bottom bears on footing oisture barrier continuous between slab & footin. 1=II=11E11 " 'Re bar L 'C IEIIIEIIEJI 111111l111l11 p �� p p p �' 111111111�111�111 II Ell == 111E11E11= I=11=11=11=n1=m=nl=m=11P111=III=III=III=11=111=111E111 IIEIIIEINE IIEIIIEIIIEIIIEIII_IIIEIIIBI119111=11=11P11 .II 30" Min.* Min. compacted gravel or pea gravel * Depth and flat bearing surface of footing must be sized to support vertical load(s) per engineer Column Ftg. Detail 4" Min. compacted gravel or pea gravel IIII II I� ligub Lally column cap Lally column Lally bottom & base plate embedded in concrete slab Lally Column Detail \ \ 1' 101/2" 60' 0" 22' 0" 38' 0" All dimensions to be field verified and changes made accordingly. Verify window and door rough openings with manufacturer specifications. Under Slab Vapor Barrier to have 6" (min.) overlapping joints. Concrete Slab Control Joint spacing = 30 ft. (max.) At offsets larger than 10 feet. Site conditions shall determine the need for foundation drainage. Dampproofing shall be applied from top of footing to finish grade. Reinforced retaining walls & footings to be verified per other for job site conditions Print —Out Date: April 15, 2018 13' 0" 1' 0" 5' 0" 5' 0" 1' 0" 13' 0" 2' 0" 16' 0" Knee Wall 0 N II II I I Deck outline (12'w x 10'd) 1'0" Dia. Concrete Pier '�--w/2'0" ss. x 1'0" dp. ft'g II ❑ ' bottom 4 0" below grade req'd) 18' 0" Full stud wall 2' 0" 16 0" 6' 0" 2' 0" r r " Daa v a Qv p p Dad • Da4 a 4 � Unexcavated 4" Concrete Slab 3,500 p.s.i. concrete air entrained Foundation 8" Conc. Frost Wal1/4'0" Pour (+/—) 3,000 p.s.i. concrete air entrained 16"w x 8"d concrete footing reinf.w/ (2) 1/2" continuous reinf. bar Drop 8" for overhead and service doors f 18' 3" 101/2" Bottom of frost wall footing 4'0" below grade (min.) ao 4, 4 p p , 3' 0" 9' 9" 2 x 6 Kneewall on 10" Concrete Wall 3,000 P.S.I. air entrained 20" x 10"d Footing 4' Below grade Basement 4" Concrete Slab 3,500 p.s.i. concrete air entrained 9' 91" 3' 8" 2' 111/2" x 3' 51/2" 2932 13' 13/4" x ro oo NI NI 00 CO N Foundation 10" Conc. Wall / 8'0" Pour (+/—) 3,000 p.s.i. concrete air entrained 20"w x 10"d concrete footing reinf. w/ (2) 1/2" continuous reinf. rebar Beam per other column & per other Utility (All utility locations and requirements to be verified per other: Furnace, Water Heater, Electrical Panel, Drain, Foundation Drainage and Sump Pit) Beam per other ftg. =71- IZ r n column & ftg __, per other # indicates point loads above up 14R © 7 11/16" Beam per other Beam Pockets(4) Sized to fit beam Shim beam with steel shims or hard brick ro 0 as 00 , a Study Set 0 x 00 aoo 0 p a op , p aG4. a 4 Q o \ 4 a e 0 a WV , o oe 22' 0" 12' 0" 3"// i 5' 11" 5' 11" L II } - n : II II /r {gyp re) 4 1 e ) 12' 4" 26' 26' 0" 60' 0" CL -2250GL: Foundation Plan Foundation area sq. ft.: 1120 sq. ft. Garage area sq. ft.: 528 sq. ft. 0 N 0 0 w 0 C) Foundation Plan 0 m 0 < 0 0 00 0 N LLi — .L 0 < PLAN STATUS: ■ a Z t PRELIMINARY: ❑ Mosinee, WI 1225 County Road KK fsdesigns©mtc.net 715-693-9551 PROJECT & LOCATION: Residence w 0 J 60' 0" 22' 0" 380" 0 7 rn Garage Finish 5/8" type x gypsum wallboard shall be installed to the gar. side of walls and ceiling or attic for fire separation. 2 Car Garage HD Slope for drainage 4" Concrete Slab with approved vapor barrier beneath 3,500 p.s.i. concrete air entrained 18'0w x 8'0"h Overhead Door 13' 0" 14' 12'w x 10'd Deck 10' 01/4" 13' 113/4" 7' 2" 6' 10" 5' 91/4" x 5' 11/2" 29410-2 Dining 8' 0" 6' 0" N 2' 8" 4' 81/4" 2' 8" 1 2' 111/2" x 5' 11/2 29410 15 Lite Dr. Breakfast 1' 113/4" 4' 4/2" 3' 8" 0 LO 00 6' 63/4" 3' 53/4" 7' 5" 3' 6'csmnt 3636-2 0 13'4 x 11' Kitchen Actual cabinet layout may vary a n 13' 113/4" counter Drop Zone (3) 8" rise 0 B ench/C ubbies (closet opt.) 2' 71/2" Mudroom ro 2' 6" 5' 41/4" o I I I , 4' 31/2" i� I ✓ 11' 0" 11' N 41, Office 29410-2 5' 91/4" x 5' 11/2" shelves 2' Post co 7,0 3' 0' 2' 8 (�UP15R 9"T 12" S.L. Post Family Room Zero —clearance fireplace direct vent 29410-2 5' 91/4" x 5' 11/2" Post N" x 0 o � N N N 0 0 N O 6' 2" 13' 0" 6' 10" 12' 4" outline of 2nd floor above i 13' 22' 0" 6' 0" 6 0 0 12' 0" Covered Porch 4" A11 26' 0" 38' 0" 60' 0" 7 2 All CL-2250GL.'FirstFloorPlan 1,106 sq. ft. —Living * Wall Heights: 9' 1 1/8" * 2 x 4 © 16" o.c. SPF #2 interior wall U.N.O. * 2 x 6 © 16" o.c. SPF #2 main dwelling exterior walls U.N.O. * All dimensions are center to center of stud U.N.O. * All dimensions to be field verified and changes made accordingly. * Builder to locate and provide attic access in main structure * Verify Window and Door Rough Openings with Manufacturer Specs. (Harvey Vicon DH R.O. sizes labeled on plan) * Smoke Detectors shall be located: * In each bedroom and in the immediate vicinity of the bedrooms. * 1 near base of stairway * 1 for every 1200 sq. ft. * 1 in basement * Carbon Monoxide Detectors shall be located: * 1 in ea. habitat story of the house and within 10' of bedrooms * Heat Detectors shall be located: * 1 near base of stairway * 1 in basement * 1 above each parking bay in garage Study Set PAGE # Q PLAN: C L-2250GL/180313 First Floor Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: Q z PRELIMINARY: ❑ L First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA B UILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 978-621-9066 38' 0" 10' 91/4" 5' 31h" 8' 01h" 7' 23/4" 6' 8" 7' 2" 3' 71/4" 29410-2 5' 91/4" 5' 11/2" 11.; 13/4" 41/4" L.CI. 5' 0" 2' 8" 8' 03/4" 1 3' 71/2" CO 4' 111/4" 3' 1 1/4" 5' 6" 1' 83/4' 3' 2" 3' 6" i i Attic Access 2' 8" 3' 71/2" 2932 2' 6" 3' 51/2" 4' 0" 50/2" 3' 8 2932 2' 6" x 3' 51/2" 3' 113/4" x 3' 6" 10' 2 1/4" i 4036-2 Tempered Glass \ \ 13' 113/4" 11' 81/4" 8' 8" Bedroom #3 29410 —2 5' 91/4" x 5' 11/2" Bedroom #2 — 2z\' 29410 —2 5' 91/4" x 5' 11/2" M Bedroom 0 7 0 29410 —2 5' 91/4" x 5' 11/2" 6' 0" 6' 0" 6' 2" 6' 2" 0 03 N Study Set 6' 10" 6' 10" 12' 0" 12' 4" 13' 8" 38' 0" CL-2250GL: Second Floor Plan 1,130.7 sq. ft. — Living (Harvey Vicon DH R.O. sizes labeled on plan) * Verify Window and Door Rough Openings with Manufacturer Specs. * Builder to locate and provide attic access in main structure * All dimensions to be field verified and changes made accordingly. * All dimensions are center * 2 x 6 (4. 16" o.c. SPF #2 * 2 x 4 © 16" o.c. SPF #2 * Wall Heights: 8' 1 1/8" to center of stud U.N.O. main dwelling exterior walls U.N.O. garage and interior wall U.N.O. * Smoke Detectors shall be located: * 1 near base of stairway * 1 in basement * 1 in ea. habitat story of the house and within 10' of bedrooms * Carbon Monoxide Detectors shall be located: * 1 in basement * 1 near base of stairway * 1 for every 1200 sq. ft. * In each bedroom and in the immediate vicinity of the bedrooms. w Q 0_ PLAN: C L-2250GL/180313 Second Floor Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: II CC Q Z_ J J a w z CC LI a_ First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns@mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 Metal Drip Edge 5" Step Flashing Ice & Water Shield Composite Roofing * Not shown: Other roof penetrations or roof vents as necessary * Headers for doors and windows are standard per header span charts Ridge Vent (tYP.) Eave Overhang: 10" Gable End Overhang: 5" N 0 0 CL-2250GL: Roof Plan All dimensions to be field verified and changes made accordingly. DOOR SCHEDULE - EXTERIOR, INSULATED OR FIRE RATED STYLE QTY UNIT R.O. SIZE LOCATION/DESCRPTION CONST. U-Value SHGC VIS. LIGHT TRANSFER 1 5'4 x 6'8 (verify per manuf.) FRONT ENTRY w/ 12" SIDELIGHTS FIBERGLASS 0.35 1 3'0 x 6'8 (verify per manuf.) PATIO 15 LITE DR. VINYL 0.30 0.25 0.46 1 3'0 x 6'8 (verify per manuf.) WALK OUT BASEMENT 1 2'8 x 6'8 (verify per manuf.) HOUSE TO BASEMENT 20 MIN. FR.DR. 1 3'0 x 6'8 (verify per manuf.) GARAGE SERVICE DOOR 1 18'0 x 8'0 (verify per manuf.) GARAGE OVERHEAD DOOR 2012 IECC - ZONE 5 BUILDING ENVELOPE REQUIREMENTS STRUCTURE PROPOSED R OR U VALUES FLAT CEILING R-38 ABOVE GRADE WALLS R-20 R-21 SHOWN ON PLANS WINDOWS U .35 - U .25 HARVEY VICON DH ON PLANS EXTERIOR DOOR(S) U .35 STEEL INSULATED FLOORS (UNCONDITIONED AREA) R-30 FLOORS (OUTSIDE AREA) R-30 BASEMENT WALL OR CRAWL SPACE R-13 NOT APPLICABLE TO PLANS SLAB R-10 NOT APPLICABLE TO PLANS SKYLIGHTS U .60 NOT APPLICABLE TO PLANS AFUE EFFICIENCY 90% BASEMENT(FORCED HOT AIR - NATURAL GAS) FEDERAL INCENTIVE PACKAGE W/ GRILLS INCLUDING FOR BASEMENT SLIDING AND HOPPER WINDOWS 10 10/12 ce & Water Shield Valley Flashing 0 0 6' 0" 6' 0" 12' 2" 12' 2" 13' 8" 0 WINDOW SCHEDULE - LOW E/ARGON ENERGY STAR PACKAGE VS. 6.0 HARVEY PN R.O. SIZE QTY TYPE CONST. U-FACTOR SHGC VIS. LIGHT TRANSFER 1st Flr: 3636-2 3'5 3/4" x 3'6" 1 CASEMENT VINYL 0.26 .24 0.42 20410 2'2" x 5'1 1/2" 2 DH VINYL 0.25 .27 0.48 29410 2'11 1/2" x 5'1 1/2" 2 DH VINYL 0.25 .27 0.48 29410-2 5'9 1/4" x 5'1 1/2" 3 DH - MULL VINYL 0.25 .27 0.48 2nd Flr: 2932 2'11 1/2" x 3'5 1/2" 3 DH VINYL 0.25 .27 0.48 29410 2'11 1/2" x 5'1 1/2" 1 DH VINYL 0.25 .27 0.48 29410-2 5'9 1/4" x 5'1 1/2" 4 DH - MULL VINYL 0.25 .27 0.48 Bsmnt: BW2813 32 1/2" x 15 1/4" 2 BSMNT. HOPPER VINYL 0.27 .26 0.45 2932 2'11 1/2" x 3'5 1/2" 1 DH VINYL 0.25 .27 0.48 TOTAL UNITS 28 WINDOW MANUFACTURER TO BE HARVEY INDUSTRIES - DH SERIES ALL WINDOWS WITH LOW E GLASS, 6 9/16" EXTENSION JAMB AND WELDED SASH AND FRAMES - FEDERAL INCENTIVE PACKAGE ENERGY STAR - NORTHERN CLIMATE ZONE PERFORMANCE CRITERIA CLIMATE ZONE 1 U-FAC TOR 2 SHGC WINDOWS NORTHERN <0.27 ANY PRESCRIPTIVE =0.28 =0.29 >=0.32 >=0.37 EQUIVALENT ENERGY PERFORMANCE =0.30 <=0.42 SKYLIGHTS GLAZING LEVEL 1 U-FAC TOR 2 SHGC DOORS OPAQUE (NO GLASS) <=.17 NO RATING 1 2 0 Btu/h.ft. F 2 SOLAR HEAT GAIN COEFFICIENT <1/2-LITE: <=.25 <.25 >1/2-LITE: <=.30 <.40 Notes: Verify Window and Door Rough Openings with Manufacturer Specifications. w CD Q 0 PLAN: C L-2250GL/180313 Roof Plan, Window , Door & Energy Lists DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ PRELIMINARY: ❑ LI L First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066