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24 Valley Rd plan
O V N A21-2 FIRST FLOOR PLAN NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ ALL LOCAL CODES 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 �d'-1 n 1 /9- 5' 0" 24'-9" 5'-1 1/2" (SHED DORMER) 5'-0" 14'-9" 5'-01, A A4 3046 3046 0 F;T I ( — — — — —I I I L-— — --- GAM E ROOM O (VAULTED CEILING) O O CV PROVIDE ACCESS PANELS TO SPACE BEHIND KNEEWALLS ----� r--------� r-------I r----- 171 IL�� 1LA a 3046 A 3046 3046 A4 2'-6" 2'-6 2'-6" 2'-6" ol 2'-6" 2'-6" lo, Ir 4'-6" 5'-0" 5'-4 1/2 " S-0" 5'-4 1 /2" 5'-0" 4'-7 1 /2" (GABLE DORMER) (GABLE DORMER) (GABLE DORMER) 34'-10 1 /2" BUILT ON -SITE CONSTRUCTION 10.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 11.)ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING 12.)ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 13.) FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF ALL WINDOWS AND DOORS SECOND FLOOR PLAN 5.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS. 6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF OS SMOKE DETECTOR ALL SIMPSON COMPONENTS, MATERIALS TO BE ZMAX OR S.S. ��OF 7.) FOLLOW ALL REQUIREMENTS OF THE IECC2021 RESIDENTIAL ENERGY O CARBON MONOXIDE DETECTOR � 2 J. EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION ( HEAT DETECTOR I CE EiRHOLM INSTALLER/CONTRACTOR. STRUCTURAL No. 38962 8.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 9.) FOUNDATION SHOWN IS FOR A MODULAR HOUSE, VERIFY ALL DETAILS W/ HOUSE MANUFACTURE/PROVIDER/OWNER, & BUILDER COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE ,MA. 02649 PH. (508) 274-1166 NEW HOUSE FOR: - CREST VALLEY DEVELOPMENT 24 VALLEY ROAD WEST YARMOUTH. MA IECC2021 RESIDENTIAL ENERGY EFFICIENCY DETAILS MASSACHUSETTS STRETCH CODE CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.3 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U-FACTOR SKYLIGHT U-FACTOR CEILING R-VALUE WOOD FRAMED WALL R-VALUE FLOOR R-VALUE BASEMENT WALL R-VALUE BASEMENT SLAB R-VALUE CRAWL SPACE WALL R-VALUE 0.30 MASS. AMMEND. 0.55 60 30 or 20 + 5 130 1 15/19 110 (4 FT. DEEP) 15/19 NOTES: 1. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2021 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION 5. CHAPTER 5 R503.1.1 BUILDING ENVELOPE EXCEPTIONS STATE: THESE ALTERATIONS DOE NOT NEED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED -STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION -EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. -CONSTRUCTION WHERE THE EXISTIGN ROOF, WALL, OR FLOOR CAVITY IS NOT EXPOSED -ROOF RECOVER -ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED DURING REROOFING SHALL BE INSULTED EITHER ABOVE OR BELOW THE SHEATHING -SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTIGN SINGLE PANE FENESTRATION ASSEMBLIES TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR FENESTRATION ASSEMBLY TO BE REPLACED. THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 1 /4" = 1'-011 5/1 /2023 DRAWING NO.: Al 0 4� 0 BUFFER DISTURBANCE SALT MARSH EXISTING 0-50' 0 S.F. 50-100' 0 S.F. COASTAL BANK WITHIN 295t S.F. 0-35' 1,323t S.F. 35-50' 261 t S.F. 50'-100 204t S.F. SUBJECT TO COASTAL STORM FLOWAGE 745t S.F. RIV RFRONT AREA 4,114t S.F. LOCUS INFORMATION q CURRENT OWNER: CREST VALLEY DEVELOPMENT LLC TITLE REFERENCE: DEED BOOK 34574, PAGE 127 � PLAN REFERENCE: PLAN BOOK 68, PAGE 145 C8/DH ASSESSORS MAP. 22 FNDIINSTREET' PARCEL: 52 LYOU T 1 BENCHMARK' �, �,�-7 ¢2 rt�AVG ZONING DISTRICT: R-25 SETBACKS: FRONT 30' / SIDE 15' f REAR 20' / i / MINIMUM LOT SIZE: 25,000 S.F. / TOTAL LOT AREA: 10,Sl32t S.F. j J � UPLAND LOT AREA: 8,658t S.F. EX/ BUILDING COVERAGE 2,0`>9/8,658=23.8% MAX. BUILDING COVERAGE 2,165 S.F. (25%) ICE �J j �.- ✓.- PROP. BUILDING COVERAGE 2,150 S.F. (24.8%) i OVERLAY DISTRICT: NONE EXISTING ZONE: NOT A ZONE II CDNCRETE WALK NITROGEN SENSITIVE r'' \ TO BE REMOVED �! M PROPOSED TRENCH DRAIN � i (2) ��00 GAL. FEMA FLOOD TO x &5 j \ TO (2) LS ZONE DISTRICT: X & AE EL-11.0 DATED 7/16/14 PANEL #25001CO569J 4z PROPOSED HOUSE IN FLOOD ZONE y X / OST ti X 6.2 PROPOSED R BITUMINOUS YD � j G %� f >HELL PARKING CONCRETE DRIVEWAY NOT =S: TO BE -� REMOVED do 1. THE ELEVATIONS DEPICTED ON THIS 4 .�8�' REPLACED WI / PROPOSED 620t / j Q � L�ONCRETE PLAN ARE ON NAVD 88 VERTICAL DATUM. !► ! S.F. OF MITIGATION / / BIT. CONC - PLANTINGS ,� ✓ -�' POST AVERAGE NATURAL � ,9 2. THE LOCATION OF THE EXISTING SEPTIC I o f- {� 9 >i' ' � GRADE AT STREET SIDE ° y` oM ° 01 OF FOUNDATION 12.0t SYSTEM IS UNKNOWN. OLD SEPTIC TO Ci �� > ,� g ZIP- �P BE LOCATED AND PUMPED, CRUSHED ®E EXISTING �AND REMOVED FROM LOCUS PROPERTY. BOATHOUSE TO / >� BE REMOVED v' N Ip- 3. U T 0 SE, OP T N aye { 9.5 �� `" �--`' SYYSTEM & DEBRIS TO EREMOVED AND f �.. Q ` w AREA RE -GRADED AND RE -SEEDED. MITIGATION PLANTINGS IN ADDITION TO � COASTAL 10 �3 � THIS SITE CLEANUP. PROPOSED BANK 4. DRYWELL TO BE INSTALLED FOR TRENCH DRAIN DOWNSPOUTS & TRENCH DRAINS DRYWELLS o GAL. INSTALLED FOR BITUMINOUS DRIVEWAY. /... 15 POST ENE 5. UTILITY CONNECTIONS TO BE AN E / _ N/F COORDINATED BY OWNER AND ' PAUL R. JOH>vS,:F' CONTRACTOR PRIOR TO CONSTRUCTION. ASSESSORS MAP 22 D r 09,NCRETE PARCEL 51 PROPOSED PAVER PATHWAY �`- Q" 14.5 _ / TaF=t .i i EXISTING 13.3 X a PROPANE TANK�i TO BE REMOVED PROPOSED h8. EVE' 4 BEDROOM DWELLING FFF=16.7 G0 h .SS R Rc TOP-FND=15.7 C4 PROPOSED ; ARCE_ DRYWELL BASEMENT SLAB=7.70 � INV. OUT=13.92 '` � PROPOSED BITUMINOUS �., CONCRETE DRIVEWAY 000 PROPOSED ��:-�00 5` STRAW WATTLES 3u Kt�EAG \ )SED /WORK LIMIT N/F / �` \ now N' ASSESSORS MAP 22 ! f 1ow PA ^EL 53 �` f PROPOSED STONE \ PROPOSED \� PARKING AREA GARAGE \ SLAB=15.0 PROPOSED S.F. (DRIVEWAY TO REAR) STONE \ >0 \ \\ \ PERVIOUS \ •O. (NO PROPOSED BUILDINGS) PA110 t S.F. 0 PITCH TO,,- \ \ \ F S.F. PROPOSED SOAKE DRAIN \ S.F. POOL. D % QS \ 5.8" f` INTERIOR 8'X14' EXTERIOR 170t S.F. D �° PROPOSED' A X RINSING PROPOSED S.F. (DRIVEWAY TO REAR) 14.9 S STATION LAWN AREA �� � PROPOSED 1,500 (NO PROPOSED BUILDINGS) s O 's GALLON SEPTIC TANK Z / 04 INV. OUT 3 2.79 •1 DISTRIBUTION BOX > INV. IN=12.61 0 ? / PROPOSED DRYWELL O INV. OUT=12.44 5 15 DISTURBANCE WITHIN 100' RIVERFRONT 0 S.F. 0 S.F. \ '. DISTURBANCE WITHIN 200' RIVERFRQNT 950t S.F. 1,260t S.F. 310t S.F. @2:1 MITIGATION REQ EXISTING 2-51ORY BE REMOV9 QS TP-1 % R i0000 620t S.F. MITIGATION REQ' BUILDING TO ROW OF �v hod 2 PROPOSED i N/F � 620f S.F. MITIGATION PROVIDED Dr"', / = LEYLAND CYPRESS 7' O.C. ® GARY PIKE r o � ,, row 1000 ASSESSORS MAP 22 PARCEL 40 r ROOT , �` ° ■ COMMON NAME MATURE SIZE SPACING QUANTITY BOTANICAL NAME SHRUBS , CON T, I GAL. D� 6- PROPOSED 500 -GALLON LEACHING CHAMBERS N/F 6' 5 OC 3 CLETHRA ALNIFOLIA SWEET PEPPERBU5I-I CON'T, I GAL. X 15.8 / TOP OF CHAMBERS=13.30 MICHAEL L. EASTBURN 3 ILEX GLABRA INKBI=RRY 6' 5106 a INV. IN=12.30 ASSESSORS MAP 22 20 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2 g CAN'Tl GAL , . BOT. OF CHAMBERS=10.30 PARCEL 39 30 COMPTONIA PEREGRINA SWEET FERN 21 3. or,CON'T, 2 GAL. 0 _ x O Om c) D ROUTE 28 rr- z m 0 o < N LOCUS a c I ;0 m LEWIS BAY LOCUS MAP NOT TO SCALE i CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN AR; Q"RECT. W0 KIERAN J. HEALY NO.48/35 a �s ��arsTeA``o s�QNAL LAN4 SJ KIER J. HEAkf PLS DATE FOR THE BSC GROUP INC. PLAN OF LAND 24 VALLEY ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS JUNE 16, 2022 NO. I DATE DESC. 1 7-22-22 CON COM REQUIREMENTS PREPARED FOR: DAVID PALMER 63 PROSPECT STREET MELROSE, MA 02176 palmeripad®me.com I UP BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fr FILE: 50597-EXC2.DWG DWG. NO: 6767-02 SHEET 1 OF 1 JOB. NO: 5-0598.00 z a 0 T a rn M IM (V 0 rn c 0 v 0 N z Q o_ m z a c� s a 0 �r I N 04 Q N C_ i a: .o E a� 0 c c z a c a c: c a v r c 3 z El v I c a a v C tc C C .5 3 c C SOIL TEST PIT DATA 500 GALLON CONCRETE LEACHING CHAMBER (H-20) NOT TO SCALE NOT TO SCALE TEST PIT TP-1 O N S I TE SOIL EVALUATION TO 4" PERFORATED PVC ACCESS COVER W/SCREW CAP TO EXTEND DOWN TO WITHIN 3 INCHES GIRD. EL. 15.8 TO NATURAL SUBGRADE OF FINISH GRADE SHGW EL. 5.3 LOAM AND SEED DATE: JUNE 15, 2022 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS EL 15.1 EL. 14.4 EL. 12.0 EL 5 3 TEST BY: BSC GROUP, INC. 1-1/2" TAPER 11 WITNESSED BY: JAY GARDINER CONC. 12-36" COVER 8" LICENSED SOIL EVALUATOR: TODD MACDONALD RISER PERCOLATION RATE: < 2 MINS./INCH 0 0 0 0 0 0 0 2" LAYER OF 1 /8" TO SOIL CLASS: CLASS 1 0 0 � � � � � � 0 � � ' 1/2- DOUBLE WASHED STONE ABOVE CROWN 17" L.T.A.R.: 0.74 GPD/S.F. 0 0 0 0 0 0 0 36" 0 0 0 0 OF PIPE EFFECTIVE O 3/4" TO 1- i /2" 46" LEGEND DEPTH / 0 0 DOUBLE WASHED STONE TO CROWN OF PIPE 4'-10" UNSUITABLE 12'-10" v IliMATERIALS FRONT VIEW (TO BE REMOVED) NOTES: SIDE VIEW pq ESTIMATED 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. DOQ DOQ PERCOLATIONy SEASONAL HIGH 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. TEST RANGE GROUNDWATER 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. 126" PROPOSED INFILTRATION SYSTEM / EXISTING G (3) CULTEC R-150XLHD / CONCRETE WALK PROPOSED TRENCH DRAIN LEACHING CHAMBERS WITHIN A / , TO BE REMOVED % ' R=7.00 / BED OF CRUSHED STONE DMH-2 INV.=5.77 (33.50' X 4.75' X 2.54) , R=9.40 �`, 0 / DISTRIBUTION BOX DETAIL H - 1 0 INV. CHAMBER=5.10 I(IN)=5.65 I BTM. CHAMBER=5.50 O NOT TO SCALE \ BTM...STONE=5.00 0 I(OUT)=5.12 G / .\ ✓ � CONCftE-TE � 6" MAX. REMOVABLE \J J G / ,POST �v COVER j / 6.4 r. 6.2 rC / / \ C, PROPOSED PROPOSED MITIGATION G /� BITUMINOUS DPE RISER ./ PLANTINGS (620t S.F.) �:riELL PARKING CONCRETE 21" REMOVE AND DRIVEWAY n, w W 2 WALLS 3" f / o DISPOSE EXISTIN 8 - " DMH-3 v = SHELLS S 00 ° >>>• R=10.40 / ( v_t) 0 0 C�.. CONCRETE .� 7 I(IN)=5.25 G f v 0 0 g D / POST .9- i 9-1 2 *Z, I(OUT)=5.12 / O O O O .. Of /" o 0 13" KNOCKOUTS Tlq� ^ _ -•�' 0 0, g BOSCON' 8pT1K N �I TYP• I �/ � j ®0 � � �-�' DMH-1 CL AVERAGE NATURAL 11-1/2" i GRADE AT STREET SIDE • RAZE - J 0 0 0 , 10 '. o R=14.10 �� OF FOUNDATION 12.0t " a�-r.' J. - I-- - ." f ._ ,�0 V 00 ,�3 . ` .. i ;>., u� �'S� I(OUT)�6.09 10�. 0 r+ 1; % �O PROPOSED TRENCH DRAIN BOTTOM ON LEVEL / STABLE BASE 6 MINIMUM / r ` (�' � R-_ 11.00 3/4" TO 1-1/2" PLAN VIEW /� INV.=9.81 SECTION VIEW CRUSHED STONE -' -Y D SE 1 � � .____... TOP \ _ w ECTION COASTAL 0 ORT BANK NOTES: ' y1 r ONE q 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR N �(; OP OF�i1 ONE-` 15 CONCRETE IN PUMPED SYSTEM. °`/[y / OPANE / POST 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. o N/F PAUL R. JOHNSON 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. \ X�: Ac� ASSESSORS MAP 22 PRO N. oo-o / fa, CONCRETE PARCEL 51 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ® F /� 2�,\ POST 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. ROOF DRAIN �o PROPOSED INV.=11.45 _ PAVER PATHWAY tv / f Q�� \ N� ` �� BENCHMARK: CENTER OF DOOR SILL DESIGN CALCULATIONS ROOF DRAIN EL. 14.87 tis Aa INV...=12.00 DESIGN FLOW EXISTING o I T PROPANE TANK t` INV. OUT-_ i ��� ' 4 BEDROOMS ® 110 GPD BEDROOM = 440 GPD TO BE REMOVED ij/11)I / f' 0 PROPOSED �IJ� tt(tll�ll��Ji�flJfffl ` 'u . �.��' (EXISTING ONE BEDROOM IN CABIN / 3 BEDROOMS IN DWELLING) `. �$' 4-BEDROOM , h �P o o. O PI REQUIRED SEPTIC TANK �s , DWELLING ' O 880 GPD X 200% = 880 GALLONS `,1 BASEMENT=7.70�� USE 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY s� � ROOF DRAIN / BITUMINOUS GOP��P DESIGN PERC. RATE: <2 MIN/INCH ` �o INV.=7.77 ,t --- CONCRETE .\O ' LONG TERM APPL. RATE: 0.74 GPD/SF �Q%E N DRIVEWAY F' 440 GPD _ 0.74 GPD/SF = 595 SF INSTALL STRAW WATTLE t+ N ?6 $S DOS �s \\ tp SIZE OF LEACHING FACILITY PROVIDED EROSION CONTROL `ti` \ BARRIER AT PROPOSED N/F , 9000 �5 LIMIT OF WORK , USE (4) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH JOHN TOBIN STONE PATIO CONFIGURATION WITH 3' STONE ON ENDS AND 2.5' STONE ON SIDES. ASSESSORS MAP 22 PARCEL 53 BOTTOM AREA: 40' X 10' = 400 S.F. , SIDEWALL AREA: 2 X (2 X (40' + 10')) = 200 S.F. s. ROOF DRAIN PROPOSED \ EFFECTIVE LEACHING AREA = 600 S.F. `, INV.=7.37 \ GARAGE s� SLAB=15.0 / \ PROPOSED CRUSHED , 600 S.F. X 0.74 GPD/S.F. = 444 GPD (INSTALLED CAPACITY) =St% STONE PARKING AREA 444 GPD > 440 GPD (4 GPD RESERVE CAPACITY PROVIDED) PROPOSED INFILTRATION SYSTEM % �• o \ \ ROOF DRAIN .0• j \ (1) CULTEC R-150XLHD % \ S\ \ LEACHING CHAMBER WITHIN A `� \ INV.=11.40 \ \ 1,500 GALLON SEPTIC TANK (H-2Qj BED OF CRUSHED STONE \ �, O \ \ (13. � NOT TO SCALE NV. CHAMBER 11 10 �` \ \ \ PITCH TO \ \ BTM. CHAMBER=11.00 s \' .• ` � CLEANOUT tS DRAIN � ''� \ X � BTM. STONE=10.50 \ 11 NOTESf MIN. 20" DIA. COVER, TYP. sss Rp RAISE (2) TO WITHIN 6" OF FINISHED '. 4.b 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRADE USING SEWER BRICK AND INSPECTION PORT 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 ; S� PROPOSED PROPOSED MORTAR AS NECESSARY s RINSE STATION O 1 500 GALION SANDY LOAM 1OYR 2 1 A SANDY LOAM 1OYR 4/1 B LOAMY SAND 1OYR 6/8 C FINE SAND 2.5Y 7/4 NO GROUNDWATER OBSERVED LOCUS INFORMATION CURRENT OWNER: CREST VALLEY DEVELOPMENT LLC TITLE REFERENCE: DEED BOOK 34574, PAGE 127 PLAN REFERENCE: PLAN BOOK 68, PAGE 145 ASSESSORS MAP: 22 PARCEL: 52 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 20' MINIMUM LOT SIZE: 25,000 S.F. TOTAL LOT AREA: 10,932t S.F. UPLAND LOT AREA: 8,658f S.F. EX/ BUILDING COVERAGE 2,059/8,658=23.8% MAX. BUILDING COVERAGE 2,165 S.F. (25%) OVERLAY DISTRICT: NONE NITROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD ZONE DISTRICT: "X" & "AE" EL-11.0 DATED 7/16/14 PANEL #25001CO569J NOTES: 1. THE ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 VERTICAL DATUM. 2. THE LOCATION OF THE EXISTING SEPTIC SYSTEM IS UNKNOWN. GENERAL NOTES 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITIES AND THE BUILDING ADDITION. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE RESERVE AREA (IF NEEDED). VARIANCES REQUESTED NONE LOADING. 5 ,- ' BE WATERTIGHT. MAX O=12.79 NOT TO SCALE .. SEPTIC TANK 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION . DISTRIBUTION BOX SYSTEM PROFILE - SHALL 6 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED " ` INV. IN=12.61 / INV. UT04 I WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK PROPOSED SOAKE POOL INV. OUT=12.44 0 INV. UT (INTERIOR 8' X 14') Gr COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. -�- (EXTERIOR 170t S.F.) / �� I} � 6 4" SCH. 40 PVC O � EL=15.70 S=0.01 T. $per f' TOP FOUNDATION FIRST PIPE LENGTH • ° TO BE SET LEVEL FINISH GRADE " EXISTING 2-STORY 0-1 " FOR MIN. 2' 15.4-15.9 10'-0 = BUILDING TO BE RAZED O O• - . '� 2 PLANT A SINGLE ROW EL. 15.Ot 4 3CH. 40 PVC " OF LEYLAND CYPRESS S-O 2 FT' 4" SCH. 40 PVC 3 ( SPACED 7' O.C., LIQUID 14" - 6'-0" 4'-9" LOCATE DEPTH , ® "� TOP=13.3(' INLET TEE OUTLET TEE � � j .�• 0 0 0 0 0 0 0 0 0 0 6'-2" I UNDER COVER W/GAS BAFFLE 6- 1= 13.92 1= 12.79 = o 0 0 0 0 0 0 0 0 0 - - - PROPOSED 500-GALLON 01= 12.61 1=12.44 BOT.=10.30 4 I 12.30 0 0 0 0 0 0 0 0 0 0 6" % • LEACHING CHAMBERS N/F 1= 13. - 15.8 TOP OF CHAMBERS=13.30 •. INV. IN=12.30 AICHAEL L EASTBUR DISTRIBUTION 5.3 SEPARATION LEACHING / BOT. OF CHAMBERS=10.30 ASSESSORS MAP 22 NOTE: SEPTIC TANK BOX CHAMBERS 6" MINIMUM ® PARCEL 39 EL.=5.3 PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW®�/ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT) CRUSHED STONE IN THE TRENCH OVER ALL PVC PIPING M.W.H. EL. 1.5 �G Xo) 0 > M z ROUTE 28 MN W ;0 m _< O G LOCUS o z C m LEWIS BAY LOCUS MAP NOT TO SCALE OF �ass'�ti GR, go BRIAN G. a YERGATIAN CIVIL H 9a� F s T lk FsWN AL EN 9/1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN 24 VALLEY ROAD IN WEST YARM 0 UTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN SEPTEMBER 1, 2022 NO. DATE DESC. PREPARED FOR: DAVID PALMER 63 PROSPECT ST MELROSE, MA 02176 palmeripad@me.com BSC ROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fm FILE: YAR\5059800\C\D\5059800-SP.dwg DWG. NO: 6818-1 SHEET 1 OF 1 JOB. N0: 50598.00 34'-10 1/2" 2T-2" 0 v N BASEMENT Ol WINDOW 1'-0 3/4" 3„ lo ol 5' 0" BASEMENT WINDOW— — — — ( _O - - - - - - I I I O C �o _ 2'6" x 4'9" co N 0 DOUBLEHUNG 4 5/8" I - 10'-1" 3'-6" 10'-5 3/8" 2'-0 1/2" 6-7" DROP --O OF q FOUNC.6'0" i 12'-9" TO FIT WINDOW A I ---------A4---------------- --- - - - - - - - - I I- 7 '-8 1 DROP TOP TOP OF WALL ( � I v I I I i 14'-5 1/2" I —TYP. 10" CONCRETE FOUNDATION WALLS W/ 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL I I i 4" CONCRETE SLAB W/ 6 x 6 WWF IN THE TOP 1" CLEAR SLOPE TOWARDS O.H. DOORS & 10 MIL VAPOR RETARDER 22'-10" I 9'-2" I I DROP TOP OF WALL AT O.H. DOORS i L- - - - - - - - -------------� ----------- ----------- CONC. APRON al .1'-3" 23'-8" mil 3,0„ 6,8„ — — — w I INSULATED O � UP DOOR 0 O F- I ( I 3'-6" 11 R co � D O 5'-7 BASEMENT I F —1 4" CONC. SLAB W/ 10 MIL POLY c� p I VAPOR BARRIER UNDERNEATH iV W I �— —s 0Z U n O I P.T. 2 x 8's @ 16" o.c. SEE LEDGER DETAIL 9 ow � x � Ng LIB g F o� TYPICAL 3 1/2' DIA. �5— I STEEL LALLY COLUMNS I , I 3' 6" I I T UNDER 2- 2 x 10 RIM JOIST T L_ —i� ON MODULAR STRUCTURE co TYPICAL 30" x 30" x 12"— °' I CONCRETE FOOTINGS 10' " 13'-7" IF — 13'-7" co co 00 v _ __ I I I � l I N P3.2x8's@16''oc Q SEE LEDGER DETAIL N I I n 2- P.T 2 x 10's I 1 6- 114" L— — — — — ---- -------------------J �— — — — — — — — — — — — — - - - BASEMENT BASEMENT O 4'-0" WINDOW WINDOW rTyp, 10" CONCRETE FOUNDATION '-8 1/2' L 2'-8" T-4 1/2" 2'-8" 12" DIA. CONCRETE SONOTUBES WALLS W/ 10" x 24" CONCRETE TO 4'0" BELOW GRADE. USE FOOTINGS TO 4'0" BELOW GRADE 4 1/2" 10 1/2" 10 1/2" 4 1/2' SIMPSON ABU44 POST BASE W/ W1 (2) #4 HORIZONTAL BARS AT 5/8" DIA. J-BOLT TOP & MIDDLE OF WALL DAMPPROOF BELOW GRADE 11'-2 1/2" 27-2" FOUNDATION PLAN NOTE: MODULAR HOME TO BE PLACED UPON THIS FOUNDATION. VERIFY ALL DETAILS IN THE FIELD & W/ CONTRACTOR PRIOR TO INSTALLATION HOLDDOWN LIST 0 SIMPSONSTHD14RJ C BI LCO SCAPEWELL o 0 IDi 3'-0" 0 r 0 ti 0 x 10" DIA. CONCRETE SONOTUBES N B - �- A4 W/ 24" DIA. CONCRETE BIGFOOT FOOTINGS UNDERNEATH TO a o 4'0" BELOW GRADE. USE c r` SIMPSON ZMAX ABU66 POST 3'-0" BASE W/ 5/8" DIA. J-BOLT 1 I� i I o 0 co IDi o O m I I INSTALL FLASHING UNDER I HOUSEWRAP & DECKING I I � DECKING I I FLOOR JOISTS 2 x 8's @ 16" o.c. OF �A8P.T. c0 J. INSTALL PEEL& STICK , DERHOLM rn RUBBER MEMBRANE ;'kERIC UCTURAL -4BETWEEN LEDGER & . 38962 SHEATHING P.T. 2 x 8 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREW LEDGER DETAIL 16" O.C. W/ ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT (4) LOCATIONS BAY V ��.�� COTUIT ✓/ � 1 DESIGN LLc NEWHOUSE FOR: THE DESIGNER SHALL OMISSIONS NOTIFIED IF ANY ARE FOUND ON THESE DRAWINGS PRIOR TO START OF THESE A INTHEBRTOSTAONTRACTOR SCALE: II 1 tl DRAWING NO.: C �± 43 BREWSTER ROAD _ WILLBE ESRESPONSIBLEFORTHECONTENT IN THESE DRAWINGS IF CONSTRUCTION /� � ��} - '� MASHPEE MA. 02649COMMENCES Q f% CREST�� WITHOUT NOTIFYING THE THESE DESIGNDRAWINGS ARE BOOER OF ANY S OR FOR THE USE DATE: C� (� P H (� (V O Q) 2 / 4� 1 1 6 V THE OWNER NOTED. ANY OTHER USE OF . 2 4 VALLEY ROAD WEST YARMOUTH MA THESE DRAWINGS REQUIRES THE WRITTEN THESE CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION �� �� �� I ACT OF 1990. 34'-10 1 /2" 23'-8" 11'-2 1 /2" A A4 16" o.c. 2 x 10'S @ 16" C. 14" I -JOISTS @ J J N LL r � m X Uj W M > r W N a. W/ MID -SPAN BLOCKING 0 M 3-1 3/4" x 11 7/8" LVL CONT. HEADER 3- 1 3/4" x 9 1/2" LVL BEAM BELOW ° FOR ROOF SUPPORT AT PORCH SIMPSON ZMAX HUCQ-210-3-SDS CONCEALED FLANGE HANGERS _ j ` 11'-2 1 /2" A A4 ONSTRUCT O.H. DOOR WALL PER APA PORTAL WALL DETAIL 23'-8" -I q SECOND FLOOR FRAMING PLAN ELEVATION VIEW SIDE ELEVATION FROM EXT RIOR Extent of header (two braced wall segments) Extent of header (one braced wall segment) Min. 10001b tension surapl. Strap — — — — Pony shalt be centered at bottom of header. wax a to hetgMi II I J° (INTERIOR) o>- II ale Min. 3" x 11-1/4" net header 1 I I 1, Sheathing fiber R needed °Iel � O Header shall be hstenetl to the king Top plate wrt9nuity is I °1 I°° 16d in2 2 ola e� stud with 6-16D sinker nails required per R602.3.2 91 4 I of e[ sinker nails rows 3" d C. Max. I Fassen sheaMlrg to hearwi deth 8d common 1 total wall 3 nails in 3-in. gno pattern as shown and 31, o.c. in all framing (studs and si [Is) typ. h ht 1°I° l l I°le °I°I Wood Structural panel must be °I jac p Minimum I (). b header-tc- k-stud stre sell ba I I 10 tinuous from top of wall to ryry 1010 centered at bottom of header and Installed on I I bottom of wall, or from top of °I01 backside as shown on side alevabon, each side of °, ,, wall to permitted splice arse opening (SIMPSON LSTA240) Mex. For, a panel splice (If maded), panel edges shall occur over and be ° h ht 01° °° nailed to common blocking and occur within the middle 24 in. of -ill °1° height. One row of 3 in. o.c. nailing is required at each penal edge. x 2'to1e'(fnlshed Adds) 11 I I I I I I,i olo I.I. oo Min, length based on 6.1 height-to-wrdth ratio. I xam Far example 16 in. min for R height. Braced wall line with 1 O o1 1° I°I MM. number of studs continuous sheathin I 1 I I o1e1 FUIHength king studs shown - (2) 2x4 R602.10.5 I I I I °101 o10 °I Noof jack a be per I I Full-length king stud I l :10 IX table R502.5(182) alai 1°1° 318" ,in thickness woad Min. 2"x2'XY( plate washer,typ. _ 1 _ --,I panel sheathing 2 Anohor bolts per 1 Per table— R403.1.6 required R602.10A 1.1 Foundation per coda 6-12" - FROM END OF PLATE / z z LLI I I— W N0CL �LLO INSTALL BLOCKING IN THE OUTSIDE TWO RAFTER BAYS AT 48" o.c. c d n POST FROM RIDGE DOWN TO 3- 2 x 10 HDR. W/ 2K,2J DOWN TO FOUND. INSTALL 5,,8" ANCHOR BOLTS AT 32" o.c. MAX. W,/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 8 " MINIMUM DEPTH P.T. 2 x 6 SILL W/ SEAL ROOF FRAMING PLAN NOTES: 1.) ALL ROC RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIK/PSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS 6-12" ;1 INSTALL 5/8" ANCHOR BOLTS AT 24" o.c. MAX. FROM END W/ SIMPSON BPS 5/8-3 BEARING PLATES OF PLATE PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 8 " MINIMUM DEPTH -- d-------- El ----- (�jI `-1 P.T. 2 x 6 SILL W/ S 24" o.c. ol I - I N I U I 0 co _ I N I I q I I N ar IW,4 5•i• ERIC J. CEDERHOLM STRUCTURAL No. 38962 HOUSE ANCHOR BOLT DETAIL GARAGE ANCHOR BOLT DETAIL SCALE: 1 /2" - 1'-0" APA APA NARROW WALL BRACING METHOD NOT TO SCALE 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION C O T U I T BAY DESIGN, L L C 43 B R E WSTE R ROAD MAS H P E E , MA. 02649 PH . (508) 2 74-1166 NEWHOUSE FOR: CREST VALLEY DEVELOPMENT 24 VALLEY ROAD WEST YARMOUTH M A i THE DESIGNER SHALL OMISSIONS NOTIFIED IF ANYERRORE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.OHEE BUILD NG CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. SCALE: 11 — 1 11 1 /4 - 1 -0 DRAWING NO.: 3 DATE 5/ 1 /202 3 TYPICAL ROOF DECK CONSTRUCTION: 3/4" PLYWOOD SHEATHING STRUCTO DECK RUBBER MEMBRANE TAPERED P.T. 2 x 4 SLEEPERS 5/4 DECKING FASTEN BEAM TO JOISTS W/ SIMPSON ZMAX H2.5A TIES P.T. SIMPSON AC4/ACE4 POST CAPS AZEK DECKING & INTEX RAILINGS AZEK 1 x 4 BEAD BOARD CEILING COVERED P.T. 4 x 4 POSTS W/ PVC PORCH CASING & 7" HIGH BASE FASTEN TO BEAM W/ SIMPSON ZMAX BC4 POST BASE PVC FASCIA P.T. 2 x 8's as 16" D.C. 3- P.T. 2 x 10's 10" DIA. CONCRETE SONOTUBES ON 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W/ 5/8" DIA. J-BOLT SEELEDGER DETAIL SEE LEDGER DETAIL PORCH PLAN B SECTION @ PORCH A4 3- 1 3/4" x 24" LVL RIDGEBEAM W/ RIDGE VENT 2 x 6's @ 16" o.c. 12 _ "/ TYP. ROOF CONST. 2 x 10 ROOF RAFTERS @ 16" D.C. TOP OF PLATE 2 x 8's @ 16" D.C. / / ` 5/8" PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES / 12 15LB. FELT PAPER / 1/2" GYPSUM BOARD 12 - R60 INSULATION MULTI LVL RIDGEBEAM SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS w ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF 17 PRVENT BETWEEN / / GAM EROOM - WINOD WASH BARRIER BETW ENRRAFTERS ALUMINUM DRIP EDGE TYP. 3/4" T & G PLYWOOD - CONT. RIDGEVENT / SUBFLOOR - GLUED & NAILED s SECOND FLOOR SUBFLOOR TOP OF PLATE U( 14" I -JOISTS @ 16" D.C. UU= R30 INSULATION CONT. SOFFIT VENTS 5/8" FIRECODE GYP. BD. ON 1 x 3 STRAPPING @ 16" o.c.INGARAGE TYP.WALL CONST. 3- 1 3!4" x 11 7/8" LVL v GARAGE FIRST FLOOR 2- P.T. 2 x 6 SILL 4" CONCRETE SLAB W/ SUBFLOOR W/SEALER _ 6 x 6 WWF IN THE TOP 1" CLEAR _ SLOFE TOWARDS O.H. DOORS & 10 MIL VAPOR RETARDER CO TYP. 10" CONCRETE FOUNDATION WALLS W/ 10" X 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL A SECTION @ GARAGE A A 1 1 02649 PH. , • I • • P.T. 4 x 4 POSTS W/ PVC CASING & 7" HIGH BASE FASTEN TO BEAM W/ SIMPSON ZMAX BC4 POST BASE N co o B A4 <V q 0 BEAM 4 OR 16" o.c. PAN G 0 v DECK PLAN 2- P.T. 2 x 8 SILL W/ SEALER ANCHOR BOLTS TO BE 2- P.T. 2 x 6 SILL PLACED 4" IN FROM OUTSIDE W/ SEALER —� FACE OF WALL TYP. 10" CONCRETE FOUNDATION WALLS W/ 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL DAMPPROOF BELOW GRADE — 1. 2 x 6 STUDS @ 16" o.c. 2. 1/2" PLYWOOD SHEATHING 3. R30 SPRAY FOAM INSULATION 4. 1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 6. TYPAR VAPOR BARRIER O n µ OF A1,4%? Is.1• gERIC J. b a CEDERHOLM m O STRUCTURAL I U No. 38962 co NEW HOUSE FOR: - CREST VALLEY DEVELOPMENT 24 VALLEY ROAD WEST YARMOUTH, MA v DECK FRAMING PLAN MODULAR HOUSE TO BE FASTENED OUTLINE OF MODULAR TO THE P.T. SILL W/SIMPSON HDU HOME ABOVE HOLDDOWNS 3-1/2" DIA. STEEL LALLY COLUMN UNDER 2- 2 x 10 RIM JOIST ON MODULAR STRUCTURE BASEMENT 4" CONC. SLAB W/ 6 MIL POLY VAPOR BARRIER 30" x 30" x 12" CONC. FOOTINGS -' ----� SECTION @ BASEMENT 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- 10d 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) 2-16 d 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 4-1Od PER JOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-1Od EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-15d 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 3-1Od PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 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 4" 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" EDGE112" FIELD 112" & 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 1Od 6" EDGE/12" FIELD GREATER THAN 1" THICKNESS 10d 16d 6" EDGE/6" FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE: THESE DRAWINGS PRIOR TO START OF WILL BE RESPONSIBLE FOR NGCOSTRUCTION. THE BUILDITHE CON ENTTOR 1 /4" = 1 -0" IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE DATE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 5/1 /2023 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. DRAWING NO.: A4 II BUILDING INFORMATION --]I MODEL: COLON AL, #22201 24 VALLEY PROJECT SITE. W YARMOU T , MA 02673 BUILDER.- 63 PROSPECT RESTVALLEY DST. MELROSE, MA 02176 TURNKEY; SPEC USE GROUP: SINGLE FAMILY SPECIAL USE PROVISIONS, CONDITIONS OR LIMITATIONS -BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS -5-0" MINIMUM CODE REQUIRED SETBACK FROM LOT LINES WITH 0 HOUR EXTERIOR WALL - BUILDER SHALL BE RESPONSIBLE FOR HOUSE LOCATION ON LOT -ALL CEILING GWB TO BE MECHANICALLY FASTENED -WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE BY BUILDER WITH A MINIMUM CONTINUOUS FLOW RATE PER TABLE M1507.3.3(1). -FANS USED FOR WHOLE HOUSE VEENTILATION MUST HAVE A SOUND CONSTRUCTION TYPE :WOOD FRAME (VB) RATING OF MAXIMUM 1 SONE DUCT TIGHTNESS AND BLOWER DOOR TESTING BY HERS RATER ON AREA ; First Floor = 1270 SQ.FTSITE BY BUILDER Second Floor =1049 SQ.FTTo t a I = 2319 SQ. FT. -DWELLING IS SOLAR PANEL READY *Meets MA Code exception #2 107.6 -TOWN OF W. YARMOUTH IS LOCATED IN A STRETCH ENERGY VOLUME: 36904 CU < FT< COMMUNITY. (1&2 Family) for construction control -HERS RATER IS CHRIS MAZZOLA, HOME ENERGY RATER (978 270-3911 BUILDING HEIGHT: 2 5— 7 1 /2" -SIT CONNECTIONS TO BE VERIFIED BY CONSTRUCTION SUPERVISOR -TOWN OF W. YARMOUTH IS LOCATED IN BARNSTABLE COUNTY NUMBER OF STORIES: 2 DESIGN OCCUPANCY LOAD: 13 2ND FL= 6 SPECIAL SYSTEMS FIRE ALARM PHOTO ELECTRIC SYSTEM TYPE: SMOKE & CO DETECTORS FIRE SUPPRESSION SYSTEM TYPE: OTHER: DESIGN LIVE LOADS WALL (WIND vuit) FLOOR: 1st = ROOF (SNOW): CORRIDORS: STAIRS: BALCONIES OTHER: A 48 hour notification is reauired Drior to the set. The CSL on record will relav this to the local building authority. If any connections have been concealed prior to inspection, the building official may request having the removal of elements that conceal the connections to provide access. This would not constitute "Destructive Dis-assembly". All connections on site must be inspected by the local authority. HEATING SYSTEM TYPE: HEAT INSTALLED ON SITE BY BUILDER HEATING SYSTEM FUEL: NA SHALL BE THE RESPONSIBILITY PSF) OF BUILDER 140 MPH 40 2nd = 30 40 NA 40 NA N � CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION HEATING OR VENT SYSTEM TYPE: CH MNEY SHALL BE THE RESPONSIBILITY OF BUILDER THIRD PARTY INFORMATION PFS Corp. 417 CENTRAL ROAD SUITE 2 Bloomsburg, PA, 17815 TPIA #21 04/30/23 APPLICABLE BUILDING CODES: — 780 CM R, M ASSACH U SETTS STATE RESIDENTIAL CODE 9th EDITION — 248 CM R, THE M ASSACH U SETTS STATE PLUMBING and GAS CODE — 2023 NEC W/M ASSACH U SETTS AMENDMENTS — 2015 INTERNATIONAL MECHANICAL CODE W/AMENDMENTS — 2021 I ECC W/ 2023 MA STRETCH ENERGY CODE AMENDMENTS EXTERIOR ENVELOPE THERMAL PERFORMANCE (U VALUES) SEE ATTACHED HERS COMPLIANCE REPORT DRAWING INDEX PAGE # I DESCRIPTION TRUSS PAGES— (9)PAGES TRUSS IDENTIFICATION NUMBERS: HMA48604 HMD21904 HME_10404 STRUCTURAL CALCULATIONS— (8)PAGES HERS RATING REPORT— 25 PAGE 0 COVER PAGE 1 ELEVATIONS 2 FOUNDATION PLAN 3A FIRST FLOOR PLAN 313 SECOND FLOOR PLAN 3WA,3WB SHEAR WALLS 4 CROSS—SECTION 5A FIRST FLOOR PLUMBING PLAN 513 SECOND FLOOR PLUMBING PLAN 6A FIRST FLOOR ELECTRICAL PLAN 613 SECOND FLOOR ELECTRICAL PLAN 8 STANDARD NOTES AND DETAI_S TOTAL # OF PAGES IN SET = 55 PAGES REVISIONS 02/06/23 STATE LABEL LOCATIONS MASSACHUSETTS 1st FLR 'A' Box —ATIONS Under kitchen a Rr D ;4 ETHE BUILT" sink on right side 1st FLR B Box — �tEO ARC y�E ti� �R wq '� `'F,� ��, COVER SHEET PFS CORPORATION HALL CLOSET Approval Limited to Factory Built Portion Only QP`' 7Z " t/ / 1st FLR 'E' Box — BATH VANITY State: Massachusetts Signature: NO. 952852 o ��o OAORIZONAE J� Westchester Modular Homes Inc s;;�W,,. D 2nd FLR 'C' Box — �� �� �� v'+ G.BTH VAN Title: Staff Plan Reviewer �q(TN OF MPSSP Offices and Manufacturer Plant 2nd FLR 'D' Box — Date: 3/30/23 " 30 Reagans Mill Road, Wingdale, NY, 12594 CLOSET Tel (845)832-9400 Fax (845)832-6698 * Inspection Agency Label * Data Plate is Manufacturer No. MCI 16 under kitchen sink on right side Expiration Date: 04130123 THIRD PARTY INSPECTION AGENCY ARCH ENG REVISION DRN DATE (one per unit) NOTES: -DELETE SIDING -DELETE CORNERS -DELETE FASCIA AND SOFFIT MATERIALS PORCH/DECK NOTE: ABILITY FOR MODULAR STRUCTURE TO SUPPORT PORCH/DECK ROOF IS NOT PART OF THIS APPROVAL AND SHALL BE DETERMINED BY A DESIGN PROFESSIONAL ON SITE AND REVIEWED BY LOCAL AUTHORITY HAVING JURISDICTION NOTES FOR SOLAR -READY ZONE: 1. SEE ROOF SECTION(S) DESIGNATED AND RESERVED FOR THE FUTURE INSTALLATION OF A SOLAR PHOTOVOLTAIC OR SOLAR THERMAL SYSTEM. (300 SF MIN.) 2. SOLAR READY ZONES SHALL BE FREE FROM OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, AND ROOF -MOUNTED EQUIPMENT. 3. SEE COVER SHEET (PAGE 0) FOR ROOF DESIGN LOADS. (NOTE: THESE LOADS ARE FOR THE ENTIRE ROOF AND HAVE NOT BEEN REDUCED). 4. A 2"PVC CONDUIT SHALL BE INSTALLED FROM THE BASEMENT TO THE ATTIC, LOCATED IN THE VICINITY OF THE ELECTRICAL SERVICE PANEL. 5. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. 6. A PERMANENT CERTIFICATE, INDICATING THE SOLAR -READY ZONE AND OTHER REQUIREMENTS OF THIS SECTION, SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER, OR OTHER CONSPICUOUS LOCATION, BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. � I I LEFT ELEVATION I I I I SOLAR READY IlkSOLAR READY I I I I REAR ELEVATION I I I I �LL LA 1.3I HIR J, 01 Lr J, RHI LJ OC VV MRUJ IV DL DESIGNED, SUPPLIED AND INSTALLED BY B/P FRONT ELEVATION I I I RIGHT ELEVATION I I i I Z O U w 0- Z PFS Corporation Northeast Region APPROVED a H Raup - 3 3/30/23 0 Of Approval limited to iE Factory Built Portion ,FtED ARC iT ti Wq4T�� �O' \ NO.952852 CORNVILLE ARIZONA 0� a q� rH OF MPgS 3/151�Z3 O � LO N Ld 0 O Q \ Q N 0 ^^ '' O O v Z z z 0 o O z Y cn O Z U (n U U > J D > _ Q 0 W U Q� O 0_ w w V) J C. 00 �L V I � i N r` 3 Ln N (, =zt 0 00 00 Q x Of 7Z7 Z3 M 0 � _j� 0 0 O Q< w w� > w Q v d o Q� C/1) _ rn N = CV Q (/� g rM 00 _c � 0 `� —V rn00 a a0 w -' c14 I-__ LIJ Q _j ®® U LJ:2 wa_ CJp�� QoU AN Qfi� ICI o �,a-� 0 Of r4m) LJLi QJ vcD� � �w>- � > N o � CD � 0 Z CD I I W Z O w LLJ — Z Q OO CAI Cn o o N (/7 FOUNDATION NOTES: 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE 27'-2" COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. 13'-7" 13'-7" 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE WITH 8"x8" TOP PLATE. 1'-0 3 4" THICKNESS OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO SUPPORT LOADS GIVEN. 2'- 12'-9" 3" � 4) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. `0 c� PL=4756# � _--_� 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE I I 1 TOP OF SILL PLATE. I I I 13500# I I I * 7) FOUNDATION ANCHOR BOLTS TO BE 1/2"0 MINIMUM AND SHALL BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CELLS OF CONCRETE FOUNDATION, LOCATED WITHIN 6" TO 12" OF EACH END OF THE SILL PLATE AND SPACED @ 72"O.C. (OR ANCHOR STRAP N w N I - EQUIVALENT) PER R403.1.6 \ w J CD \ p o_ _ 8) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT STAIRS rn a� o � o O - o0 00 I I 1 i p rn o o_ j 0 I AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL APPLICABLE N II o wo II i�l L---J G II 00 ENERGY CODE REQUIREMENTS F- 3 I Q Qy 34'-10 1 /2" o o `` * 10'-1 1 /4" 3'-5 1 /2" 21'-3 3/4" o�� _10" I 3500# 2 -0 1/ 6'-7„ 3500# 3 4500# 8' # 1 PLT13400# 0 350 5 0# I I 3500 1 Ld PL=4247# L- f- J U I-- W 00 ��X a i �m w I p * p� 1 �m BASEMENT o 1 EXCAVATED 1 NLd J 0 F- -I I I I °) w U BUILDER TO c FIRE RATE 00 _1 1 0' V) w -� UNDER FLOOR o u N 1 1 L- J cl P � zz o o ABOVE I � - S /L o cn U 1 ® S/L 0 n o I GARAGE 1 � � UNEXCAVATED Ii r PL 17358# 0 I 3851 # d- N 0) M I I I L J 3'-6" 3 PL=4247# 1 w = � o * 3500 it I o it o 1 0 10'-0 1 /4" I I I 13'-7 3/4" / 13'-7" I r - - -1 3500# „ 22'-4" 9 1 /2 L- / 1 z4k * I I O O O O O 00 N L- J o 0 \ LALLY COLUMN 0 0 N COLUMN FOOTING rn o j I 2' 8" 3'-4 1 /2 2'_8" 00 2"- 4 1 _ 10 1 /2" 10 1 4 1/ I I I Ln 1 0 1 I I I I I 13500 9'-3» '-6' 9'-3„ _10" I PL=13530# o I---- ----J I I 14391 23'-8" 11'-2 1/2" \ L - - - - - - I I I I00'-10» ^ - M M As, L--------1 27'-2" NOTE COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 10'-0" :* = 6'-4" -j HOLDDOWN LOCATION LOAD (ibs) AND REQUIRED LOAD BY B/P U.O.N. U Z w c� Q O P U w W }Z F-- PFS Corporation Northeast Region APPROVED H Raup - 3 3/30/23 Approval limited to Factory Built Portion ARC iT ti \���FtED WA 4l FO 0 NO.952852 ? � CORNVILLE h 'Li w ARIZONA 5� o2� G�J a 47H OF MPSgP t\ \ \ H a 0 CD N " M LLJ H a 0 O O v� z O z U F- U z O � U Y W J � _ � cr- 2 cn o_ J � °° N cfl C/) I N N o>-co r 3 � N () Ln =z� 0 00 00 Q Ei x v C� w z wo p�0 o Q< =�� w > o rn v°i N� �- I N — N Q 00 F- _c- c '� LLJ U 0� � o✓ _ o �C--)� J LIJ J N 0 oF-Q ®® z r w w� O Qon 0 ®® >D'O LL- < 0 z � LLI z m C-)(D:2 Q ° W� w > N o cf) zJJ �� of CD � w W O I(ZD (� nCD IICf)IOww LL .. 5'-0" J N \Q U I N S L 46 23'-8" S262 D 30 62'-0 1 /2" 10'-11 1 /2" 6'-10" i, 5'-0" MAX BEARING LOAD OF 282# S L HEADER= 920 PLF 30 6T PS61611 —. ,—, . GARAGE BY BLDR ALL FIRE SEPARATION BETWEEN GARAGE AND HOUSE TO BE COMPLETED ON SITE BY B/P IN ACCORDANCE WITH 2020 IRC SECTION R302.6 GARAGE AND FAMILY ROOM ABOVE MUST BE DESIGN BY MA P.E. OR R.A. AND MUST BE INSPECTED AND APPROVED BY THE LOCAL BUILDING OFFICIAL. 9'x7' OHD 9'- 3>, NOTE: ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED WITH FALL PROTECTION SUPPLIED AND INSTALLED ON SITE BY B/P IN ACCORDANCE W/ R312.2 9'x7' OHD 9'-3„ LIGHT & VENTILATION SCHEDULE (SF) ROOM AREA LIGHT SUPPLIED VENT SUPPLIED LIVING/ENTRY 259 35.8 32.08 KITCHEN 183 9.45 5.26 DINING 205 32.4 15.56 MSTR BDRM 185 33.48 13.44 i. 0 N w o m 0 o r7 _J0x mui U) m CD x W o_ SL V30 RAISE N VAN/WC 0 3 4" 11:»% en k7i 1 1 2" 13'-7" NOTE: 7U6S AND SHOWER COMPARTMENT MUST CONFORM TO 248 CMR 10.10(7)(C) (2)9 1/4"MIC 20 DO NOT STALL G (K OR RIER) (� CZ V6 0 "x42" SHO PR RAISE VAN/WC c�v 3 4" Q PD24 — _ I N I Q PREP 1 0 Y I I 282# '' `3965# (1)2x6 I (2)2x6 J pJ U) ON �= M U= I UU I �Q �Q w w \� I J U O On Z v N DINING ABINE' - RAISE - 2 5�8" - 14" SOf 18'-4" x 11'-2 1 / = COOP M 282# I 3965�K & F (1)2x3 2)2x6 PD28 o N 0� c0 M a 00 JXE rn z 4" o) as CROWN B 13'-7" HDR 2046 I'4756# 1 (2)2x6 TRA CEILING R.O. Q0 N 1 II z o � C/) I Q Q p o ON U _ _UU 0 O I U= �w �U 1 \� Q N \W r �1 I �CD J M STR BDRM CO �Z N I^U `V 15'-5" x 12'-0" L— I 6700# (2)2x6 MIN, ---- — WOOL INSUL--\ D26 I 3'-5" I I � I p ---- -- - I N I SL J n7 r m LIP 11W a A26 �08679 O N I- \ 1 (5)2x4 (1)2x10 F.J. 16" O.C. I � _1, OJ (.0 t I i 1 3'-16" 1, c- Q p —1 p O� �N U wwTRAY CEILING R.O. al_ ---------� �_j J LIVING ROOM 04 �, N Iv I 13'-8" x 12'-0" I I I I � PDPJ 1 I ( aO � I TRAY CEILING IR.O. m �r5--- II CAR pW S836 BWBT18 B36 I MASS APPROVED T � PREP 1 —4� A FAV BLDR — J I -1 OO 7---i--- R.O. ONLY CW1 3 42 2 21 2442 (UNCOVERED) 3042 6765# 0 (8' HDR HT.) (3)2x6 i i CHASE BY BLDR J PORCH BY B/P 00 R-0 uj _ I . _— _K I T_C H E_N_ _ 12'-6" x 14'-7 1 /2" I 11 m DX28 A21 S262 A21 T o MAX BEARING LOAD OF HEADER= 1840 PLF ro --- BEAM BY BLDR POST 11'-2 1/2" BY BLE M 0 RE 96 m 1 I N M 1 N10"E Y/BLDRNT m N I m (I SOFFIT GWB) M 0 lO I in I 1 O I I i� DIRECT VENT NOTE: 17'-4" 5'-0" ANDERSEN 400 SERIES WINDOWS (FINELITE-6/1 GRILLE) 9'-0" 1ST FLOOR CLG — CORROSION RESISTANT HARDWARE —AWNING AND CASEMENT WINDOWS — R-21 W/ 1" RIGID INSUL EXT INSULATION COMBINE — R-21 INSULATION IN 1ST FLOOR CEILING — DELETE ROOF INSULATION — SMOOTH SOLID 2—PANEL SQUARE INT. DRS — DELETE BASE TRIM, 1 X4 FLAT CASING W/ 5/4x6 HDR (TACK CASING AT WINDOWS) 4'-10" 00 0 I U z LLI C� Q z O F U W CL U) z CL Of F� PFS Corporation Northeast Region APPROVED H Raup - 3 3/30/23 Approval limited to Factory Built Portion ARC �T ti \ Q ��C� QPJ�R. WA4T�� �n"A 7- _ NO.952852 c, 0— COR%LLE ARIZONA 0� Fq(TH OF MPSSP O I O I ® N \\ N O < Q O p \ M \ H Q o 0 Io z O z z U U ZO N U y W J QOf 0 W U 1 a J Urn 00 I � NCO CO cn I (3.) N o�00 r 3 � N U = 1 co 0 Q a; 1 00 _0 v C 00� a'`` �� O O << Z O w w w �� o cn N NZi I -J = N V) a.) 00 cn^ Q � U rn00 -�- 000 � o V / J �_ W J U) N V0 I— LIJ O o~Q ®® z >_ wCP Li Q o cn z w V z Uoi2 Q L LIJ >- a- > N o (� 0J� � crC� o z Qo �%%)W �n0 Li -in FII Q 0 N 0 13'-7" ✓V -I STALL G SL (K OR RIER) V30 BLDR "x42" SHO PR RAISE VAN /WC Q 3/4" NOTE: =1UEfS AND SHOWER COMPARTMENT MUST CONFORM PD24 TO 248 CMR 10.10(7)(C) CIA I 5-0" 24'-9" Q PREP ONLY 5-0" C S/L S/L 3046 3046 ' o II O II0 oQ J 6= m C V42 I II m PREP Q ONLY II z � � RAISE - VAN/WC 3 4" FAMILY RM (BY BLDR) '' II D X1000 33'-9" x 12'-9 1 /2" I TACKABL ALL DESIGN AND CONSTRUCTION OF FAMILY RM- 8'-0 CLG (ROOF OVER GARAGE/MUD ROOM) IS THE ON -SITE II 8'-0 CLG %2- 26 RESPONSIBILITY OF THE BUILDER AND MUST BE II 1145#COMPLETED IN ACCORDANCE WITH LOCAL BUILDING II (1)2x6 CODE AND INSPECTION PROCEDURES. STATE 11 I l _j APPROVAL OF THIS PROJECT PERTAINS TO THE II \N MODULAR UNITS ONLY AS PROVIDED BY< t 11 WESTCHESTER MODULAR HOMES, INC. 11 I a, li I lip 1145# I II g (1)2x6 8'IEO CLG I I I I I I S/L S/L S/L 3046 3046 I 3046 Q 4'-6" 1, 5'-0" 1, 5-4 1 /2" I, 5'-0" 5-4 1 /2" 1, 5'-0" I, 4'-6" **B/P TO SUPPLY ARTIFICIAL LIGHT TO MEET CODE LIGHT 8c VENTILATION SCHEDULE (SF) ROOM AREA LIGHT SUPPLIED VENT SUPPLIED BDRM 2 180 29.2 14.26 BDRM 3 132 30.9 17.19 BDRM 4 140 **10.31 5.73 NOTE: ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED WITH FALL PROTECTION SUPPLIED AND INSTALLED ON SITE BY B/P IN ACCORDANCE W/ R312.2 27'- 2" 12'-0" 2-A31 1-� 2700# 1 (1)2x6 a w o cN U = N U Q I w I �Of N cv 7,7 - - ----- \ I Al K P,O'S. I T 1 25 _1�� �,54" 1 in----- BDRM 4 10'-5" x 12'-0" 7'-0" D26 N O 00 I 11'-7" 25'-7" 15'-5" x 12'-2" 4644# (3)2x4 MIN. WOOL INSUL-\ I z w Of w o I m �o r m Of OST 5767# (3)2x4 D26 III MIN. WOOL INSUL M" EII]V 0� BDRM 3 U Q 10'-5" x 12'-0" (0O ._o I N QO O 0 1 -1 i -('0 r) 0 O Ln CO V) Of w _ w I SL I I � I N N I 1 3823# I 3146 (2)2x6 7'-0„ -7 I N o � I I 00 N U Z LLJ t� Q O F U LLJ (n rZ Q F� PFS Corporation Northeast Region APPROVED H Raup-3 3/30/23 Approval limited to Factory Built Portion S_RED ARC Q 110 JA R WA4 Tin 'z QP Fp A - NO.952852 co w 'li CAORIZONAE 5� 0- 4rH OF MPSSPG O O ® N N < Q O M LLJ F..• Q o 0 z O Z z O U z z V U Y W Q o i? _ U w 0 Of cn R- J c_.) 00 tD L O L N I— o � 00 f� 3 U-) N C 4 O ) Z 00 CD Qoo �O x rn0 c LL. CD LLi Lj0 3 O p Q< 0 � oz U) �I N O � � — cV Q LL 0 LLJ - — ® �� � V / LLJ O �1 Q u ®® U z r w I__I_.� w 0 O ®® o _j Qom Q c � r) L,J z U(0� L;j Q m N o in J J (If N 1 LLJLi 0 Z O z Cn I I o w �� W J Llj75 Q �CD z o Q—U v) Q 140 MPH WIND ZONE SHEARWALL LEGEND ALL FIELD NAILING IS 12" OC INTERIOR GWB FASTENED WITH ADHESIVE PER MANUFACTURER'S SPECIFICATIONS. GWB ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF SHEAR WALL-436pif EDGE NAILS: 8d COMMON NAILS ® 6'o.c. ® SHEAR WALL-590pif EDGE NAILS: 8d COMMON NAILS ® 4"o.c. ® SHEAR WALL-730pif EDGE NAILS: 8d COMMON NAILS ® 3"o.c. TT-100 PORTAL FRAME FASTENED PER DETAILS o LOAD (Ibs) HOLDDOWN LOCATION AND REQUIRED LOAD BY B P-U.O.N 10'-11 1 /2" _ l� L1J TT-100 PORTAL --J 2'-6 1 /2- DETAIL 'D' 2'-4" as ale ale REAR , N N I 00 0 I CV DINING I �3851111 O O N I 1 m a 00 0 0 0 a N M M M ram) u) O M FRONT 1' 4 3 1' 4 3", 8" TT-100 PORTAL I DETAIL 'C' rvI Q W it RIGHT (o 00 to I 0 01 t LEFT N N 1 N 00 I to Floor Band Collector Strut Fastenin- Calculation Strut Location: B ut \\'ind Speed. 140 mph. Roof Pich: 12 :12 Strut Parallel to Ridge: V "Y"or "N" Len_h of Ridgc: 21 ft. From Bump -out Sheets Length of Smn: 12 ft. Depth of Structure: No. Stories Braced: 1 VRoor = Roof Lead- 196 plf v VFL" = Floor Load= 2" Plf. Fran Bmnp-out Sheets VTOTAL SHF- = I VROnr - VFu■xt)(Roof SpaW2)= VTOTAI. staAR= 4967 bs. V, = VTOTAI. NWAR/L = 237 plf. in Total Diaphragmn Required Shear Connection in Resisting 1)iaplintgm - Per 2018 RTCM 1-0 of Resting Diaphragm: 9 ft. V.Rro-i, = (L x V,y(L - L—trr) = 553 plf. Resistance required in Resisting Diaphragm 16d Co ninon Nag = 159 Ibs. (Toe -Nailed) -(Table 6.A N'FCM-2018) Min Nail Spacing Required: 0.29 ft Use 16d Commm Nails @ F 31 im o.c. 650 plf > 553 plf ( )_x. L= 21 ft. in 00 to SERIAL s 22201 16d Nails C 3 o.c. ROOF FIRST FL Refer to Bump -an Sheets for Nall Hgt 9 f[ 12 ft ♦♦♦ Resisting Diaphragm Collector Strut �7 rro uorporanon Northeast Region APPROVED H Raup - 3 3/30/23 Approval limited to Factory Built Portion F, LM -RED ARC ti WAFT FO' Q QP F� NO.952852 CORNVILLE f ARIZONA GO a OTH OF MPSSPG�J r7 O N O Q � Q � N � A� O O z z z O O U Y z U (n U C) J i _ Q 0 Lc.l U D O Of W Of (n 0- J I J 0 U N Q 0 cr_ i.- w >-z z W O J � J Ch LLI Q L W �) J Q O _ U) N Ld o� J � __j F--: N > O LLJ >- W O W a- I Q O (n m O L LLJJ m U � � N c LLJ >- j N I O J J r O_zO LLJ ZCD LLJ O II �� - Z O> W QN UC.L O > 0 — to rY Urn 00 L0 CO C� I Q) i N F>-- oo O 3 � _ (� Z DO C3 a x — -0 X L` cOHO it 0 � I � — N U� 00 C U �-gt 000 U) N `/ ^^'' O ®® AV �I WIND ZONE NALL LEGEND D NAILING IS 12" OC 4STENED WITH ADHESIVE PER :R'S SPECIFICATIONS. GWB 'AL LOAD RESISTANCE: 100PLF IfR WALL-436plf VAILS: 8d COMMON NAILS O 6"o.c. 1R WALL-590pif VAILS: 8d COMMON NAILS O 4"o.c. \R WALL-730pif NAILS: 8d COMMON NAILS O 3"o.c. 100 PORTAL FRAME IED PER DETAILS )DOWN LOCATION EQUIRED LOAD (BY B/P-U.O.N) 8 WFCM (ENGINEERED METHOD) SERIAL # 22201 NOTES Main House Floor 2 2nd Floor 5, 7. 9, or 12 enter 1, 2, or 3 enter any nt up to 12' floor plan Kell lengths Kell lengths less openings loads based on roof pitch, } roof span, and vand speed } load based on above & stay en1er436, 590, 730,1080 or 1360 if NG, inc. shear Kell strength input from floor plan USE PERFORATED WALLS if NG, inc. shear Kell strength 140 C 1.4 mph Roof pitch (on 12) 5 Number of Stories Braced 1 Wall Height (11) 8 IONS lWall Strength (plf) jPly 1-sAe Ply 2-side 1 [Per Table 3.17101 3.5 229 6' Edge Nailing 4' Edge Nailing 3' Edge Nailing 436 WA 590 1080 1 7301 1360 1R WALL DESIGN Load Parallel to ridge Load Perpendicular to ridge Front Rear Left Right 40 40 27.2 27.2 t Sheathing - Lfh (ftj 11.5 26.4 19.1 17.8 ;) [Per Table 2.5B&A] 147 147 135.8 135.8 s) [Per Table 2.5B&A] 277 277 307 307 Je (Ibs) 1999 1999 2716 2716 1 (plf) 174 76 142 153 1(00 730 436 436 436 Footnote 2] 1 Doo 1.000 1.000 1.000 _ segmented Walls 2nd Floor 1391 606 1138 1221 Aween Holddown (plf) 174 76 143 153 hters for 16d nails- Toenailed 10 24 12 12 1/4" steel straws @ 48" o.c. 6 3 5 5 114" steel straws @ 32" o.c. 1 4 2 4 4 EAR WALL DESIGN Load Parallel Load Perpendicular i 6.7 8.0 5.7 5.7 9 0.29 066 070 0-65 1 (plf) 730 436 436 436 r Perforated Walls 194 265 282 263 s)- PerforatedWalls 2nd Floor 4837 918 1620 1865 Aween Holddown (plf) 605 115 203 234 nters for 16d nails- Teen ailed 4 15 10 8 1/4" steel straps @ 48' o. c. 20 a 7 8 1/4' steel straps @ 16' o_c. 71 21 3 3 8 WFCM (ENGINEERED METHOD) SERIAL # 22201 NOTES Main House Floor. 1 1st Floor 5, 7 9, or 12 enter 1. 2, or 3 enter any ht up to 12' floor plan Ke/l lengths Kai/ lengths less openings 1 loads based on roof pitch, j roof span, and vend speed } load based oh above & story enter 436, 590, 730, 1060 or 1360 if NG, inc. shear Kell strength input from floor plan if NG, inc. shear "of/ strength 140 C 1.4 mph Roof pitch (on 12) 5 Number of Stories Braced 2 Wall Height (ft) 9 IONS lWall Strength (plf) IPly 1-side Ply 2-side 1 [Per Table 3.17D] 3.5 2.57 �6' Edge Nailing 4" Edge Nailing 3" Edge Nailing 436 WA 590 1080 1 730 1360 1R WALL DESIGN Load Parallel to ridge Load Perpendicular to ridge Front Rear Left Right 40 40 27.2 27.2 t Sheathing - Lih (ft) 13 23.3 20.4 21.3 >) [Per Table 2.5B&A] 147 147 135.8 135.8 s) [Per Table 2.5B&A] 277 277 307 307 de (lbs) 5769 5769 1 8848 8848 1 (plf) 499 279 488 467 1 (plf) 1400 590 730 730 Footnote 2] 1,125 1.125 1.125 I A25 Segmented Walls 1st Floor 3500 2507 4391 4206 atween Holddown (pIP) 444 248 434 418 nters for 16d nails- Toenailed 5 8 5 5 1/4" steel straps @ 4W o.c. 14 8 14 14 1/4' steel straps @ 32" ox. 10 6 10 9 5egmented Walls - Both 4891 3113 5529 5427 EAR WALL DESIGN Load Parallel ILoad Perpendicular 3 HEIGHT 9.0 5.7 5.7 0.58 0.75 0.78 1 (plf) 590 730 730 r Perforated Walls 317 504 526 s) - Perforated Walls 1st Floor 3826 5205 4774 Aween Holddown (plf) 426 579 531 nters for 16d nails- Toenailed 5 4 4 1/4" steel straps @48" o.c. 141 191 17 1/4" steel straps @ 16' o.c. 51 71 6 s)- Perforated Walls - Total 47441 68251 6639 5 SIMPSON CS20 STRAP W/ (7) 8d NAILS EACH END (1000Ib MIN) FASTEN SHEATHING TO - HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3' O.C.IN ALL FRAMING MEMBERS MIN 3/8" THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN 35001b TIE DOWN DEVICE EMBEDDED INTO CONCRETE & NAILED INTO FRAMING-SIMPSON STHD14 RIGHT 00 I LEFT (2)2x6 TOP PLATE (3)2x12 x 12'-9" u 1 n � u � 1 n u u u 11 I„ ul 18- 4246 -1 ! ill „I it I11 �1 III II III III n u u n n u u u u u u n it III u u u u u n u u 2'-4" L 8'-4" ^rT13'-0" SIMPSON CS20 STRAP W/ (7) 8d NAILS EACH END (10001b MIN) - FASTEN SHEATHING TO - HEADER WITH 8d COMMON OR GALVANIZED BOX NAIL IN 3" GRID PATTERN AS SHOWN AND 3" O.C.IN ALL FRAMING MEMBERS c I MIN 3/8" THICKNESS a WOOD STRUCTURAL PANEL SHEATHING FRAME WALL TT-10OF 6" (2)2x6 TOP PLATE (3)2x12 x 9'-11 3/8" 5 (2)2x6 TOP PLATE HDR (3)2x12 x 10'-8 1/2" HDR �1 A21 III III III III A21 jj �. I, ,1 w Ih III I'I III III DX28 m m i I III 111 I I 111 I11 I I II ,1 111 Ill In-y I I I 11 I I I III III i I I I I I li i i I I '-10 1/21i I I 1 I l I lil II L----' I - - ' ----J I ' 1' 4 3 " 1' 4 3 10-238" DETAIL 'C' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" O.C. BLOCK SPLICES IN SHEATHING. SPLICES MUST OCCUR WITHIN 24" OF MID HEIGHT. 4 11 1 u I ==----- --------- 1 u u u uu I ---- I 1 I I III III III II w II In______nlii III PS61611 t :it II _____L I"-----, ICI ------III lii -"i I iii I III II II I li li 11 II II II II I I ii I 11 I II I i1 1 n i FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" O.C. O I BLOCK SPLICES IN SHEATHING. SPLICES MUST OCCUR WITHIN 24" OF MID HEIGHT. MIN 35001b TIE DOWN DEVICE EMBEDDED INTO ONCRETE & NAILED INTO FRAMING-SIMPSON STHD14 '-6 1/ 6'-1" 10'-11 1/2" WALL DETAIL APA PORTAL DETAIL 'D' FRAME WALL TT-10OF U z w Q z 0 U Lli z Of Q a. 0 PFS Corporation Northeast Region APPROVED H Raup - 3 3/30/23 Approval limited to Factory Built Portion ti Q ��7 QP F � 0 NO.952852 CORNVILLE W 0 ARIZONA J5� � Z�Fq�TH OF MPSSPG� 3/15/:2-73 M N OLLJ to W � N O 0 O Z o zOf Z O Z 0 Y J Q :D 0 W S U E W 0 Of Q tOf F- f _ W r =) �? J :� J LLJ Of w J > Q OIt = fn N rJ (.0 J ] O LJ U Q w LLI LLJ cj�Q O (n O LLJ of Ld m U CO Li m ?W>- J J_ �C ~ C` o Oa �L, 0 �LL U v 00 LC� � cV cD U) I Q-) cV r 00 � 3 � Z 00 C O X O v O �O O) - (14 00 LC) LC) �- 0 00 O � (2) 12ds INSTALL 2x4 BRACING i n i ACROSS TOP OF BEAM & �i� LU210 BTW KNEEWALLS FOR ALL MICROLAMS 14" & TALLER°� CLEAR SPAN - 2x8 SPF #2 ROOF CLEAR SPAN DETAIL RIDGE 2x6 SPF #2� RAFTER @16"O.C. \ FASTEN RAFTER PLATE TO EACH TRUSS TOP CHORD W/(2) 12d FACE -NAILED R-49 INSULATION BY BLDR R-34 INSULATION (BY BLDR) PER HERS REPORT i `GARAGE AND FAMILY ROOM STRUCTURE MUST BE �� DESIGN BY MA P.E. OR R.A. TO THE MAX LOAD PROVIDED. MUST BE INSPECTED AND APPROVED BY THE LOCAL BUILDING OFFICIAL. 2x6 SPF #2 @ 16" OC CLG JST BY WMH AGENCY RATED SHTG. TYP SUB -FLOORING 3/4" 2x10 SPF #2 @ 16" OC FLR JST II PERIMETER BEAM DETAIL II /PERIMETER BEAM (2) 2x10 SPF#2 w/ 1/2" PLY. EACH MODULE 1 /2" 0 BOLT & NUT & WASHER @ 32" O.C. FLOORS, 48" CLG/ROOF 8"x8"STEEL PLATE & LAG BOLTS BY B/P. PLATE THICKNESS DESIGNED BY OTHERS. -LALLY COLUMN 1 FASTEN RAFTER TO RIDGE W/(3) 12d TOE -NAILED y -FASTEN RAFTER TO PLATE W/(3) 12d TOE -NAILED 2x8 RAFTER PLATE REVERSE GABLE FASTENING DETAIL PRE ENGINEERED & CERTIFIED ROOF TRUSS DESIGN OST BY BLDR @ 24" O.C. II AIR BAFFLE BY II WMH R49 INSULATION— W/VAPO (BYARRIER II II MMH8 STRAP II II R-13.1 RIGID FOAM INSULATION IN FLOOR PERIMETER R-30 INSULATION BY� BLDR BLOCKING W/ RIGI INSULATION W/ 12d @ 6"O.C. MMH8 STRAP @ EACH JOIST 12d @ 6" O.C. 2x6 PT SILL PLATE (SUPPLIED & INSTALLED BY B/P) FOUNDATION WALL FOUNDATION FOOTING TYP MARRIAGE WALL 2x3 [2] SPF #3 TOP PLATES 2x3 SPF #3 @ 12" O.C.(1 st FLR) 2x3 SPF #3 @ 16" O.C.(2nd FLR) 1/2" AGENCY RATED SHTG. MAT.SIDE 1/2" GWB INTERIOR SIDE 2x3 SPF #3 SOLE PLATE 2x10 SPF #2 @ 16" OC FLR JST R21 BATT INSULATION IN CEILING PERIMETER R-32 FIBERGLASS INSULATION TO COMPLY W/ENERGY CODE (INSTA BY B/P W/VAPOR BARE TO WARM SIDE) 9" "0 Ln 12'-0" CI nr%irnc-r n A r3LE AIL )VE TM ORDD FR AF TRAF >_) 8C 4AIL� jTd 11 0. �NAII MMh STRA 'ICA CONT RIDGE VENT 18 inZ/LF (3) 12ds @ 24" O.C. CS20 STRAP W/(6) 8d NAILS EACH END 12 5 5/8" CEILING GWB/ TYP INTERIOR WALL [2] 2x4 SPF #3 TOP PLATES 2x4 SPF #3 @16" OC STUDS 2x4 SPF #3 SOLE PLATE 1/2" GWB BOTH SIDES 5/8" CEILING GWB —/1/ AGENCY RATED SHTG. TYP SUB -FLOORING 3/4" 2x10 SPF #2 @ 16" OC FLR LALLY COLUMN SUPPORTS & STAIRS BY B/P COLUMN [,--FOOTING 13'-7" w Q J a_ MI 0 1 EIS m Q Cn 1 1 TYP ROOF 30 YR SELF-SEALING FIBERGLASS SH114GLES OVER 15# ROOFING FELT OVER 5/8" AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY TO EAVES FOR ICE SHIELD 2x6 SUB -FASCIA ---FASCIA BY BLDR \� SOFFIT 10.7 in / ft2 VENT -`—TYP EXTERIOR WALL [2] 2x6 SPF #3 TOP PLATES 2x6 SPF #3 @ 16" OC STUDS 2x6 SPF #2 SOLE PLATE 1/2" GWB INTERIOR SIDE R21 INSULATION WITH VAPOR BARRIER 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE 1 " FOAM BD (R6.5) WEATHER - PROTECTIVE BARRIER SIDING BY BLDR I 12d COMMONS 2ND FL TOE NAL ® 6" o.c. 1ST FL CLG 8d COMMONS @ 6" o.c:. PFS Corporation Northeast Region APPROVED H Raup - 3 3/30/23 Approval limited to Factory Built Portion F� �S��RED ARCy�T WA4 T�� �0.A 7� fit/ NO. 952852 CORNVILLE ARIZONA 5� uj a o2��q`TH OF MPSSPG�J 3/�3D/ N\ _ O r7 0 (V p \ N < < \ Q a D K � o \ 0 z z O LD Z Y Z U O N C W U) Q > _ o- o O of Ld w of o_ U�co � LO ' :z CV CO cn I C o0 E N 3 N 0 Z 00 00 c x i � aILL. Ld z w0 :2O � J o a < i Ld -v O d w > >_o Cn (J-) oz V) N/ ) � � - CV Q Cn CO In f- � 0 V / /3 rn00 cn a � a� oV ��- W ~ CV O f > o O LLJ o~Q ®® z >_W� wCn o C) J (n W ®® Q O Cn u > er o l Q LLJ � Ld Ld �I�I uCD:2 11 N CDJJI- 0-1 0- w 1C,Lrd)1L-L LLJ OzoNCDr��z- O 0� o II E 62'-0 1 /2" U W QPFS Corporation Northeast Region 2"V TO O APPROVED 2ND FLR U H Raup - 3 W 3/30/23 > I (n Approval limited to N LAV LAV r — — Z Factory Built Portion N SHO 1 1 /2"D 1 1 /2"D o a 2 D 1 1 /2"V 1 1/ 1 1/2"V N N 2"V TO II I a LAV LAV N 1 1/2 "D /2"D 1 1 /2"D iv (1)3"PVC 2ND FLR 2"D FRM (BSMT-ATTIC )(2ND FLR SHO ♦ N O SU LIES 2)2"PVC2SUPPLIES °� (BSMT-AT IM S T R B D R M�WC I I WC ♦ 3"D 3"RADON 3"D 1 1 2"V I (BSM ATTIC) F� I L - - - -- ---J I —— — — — — — — — — \�\VFtED ARC ti O Q ��� QPJ� R Wq� 3"D FRM I 2ND FLR I I PORCH \ NO. s52s52 BY B P 0,_ CORNVILLE Ill ARIZONA J� ---- ---- I Fq(rHOFMPSSP �+ 3ii GARAGE BY BLUR r I I � p DINING I G\2 <o O Li l I I I I 0 - PVCo N (BSM)T-ATTIC) I _ KITCHEN I I z ----- —� I d O o Y Z F— U U J C) NO w N WASHER III III I � I < o 2"D b LAV 1 1/2'V 1 1/2"D DBX100 1 1/2"V Nrn 0) WC tq F---------- 3„D 1 1/2"V �LIVING ROOM oEco0 C) 0 74 max Wo x xI _KIT.SINK & DW _ J I I Q¢ O - - - - - - - - - - - - - - - - - - 2D wC) > vet I 1 1 /2"V � wcf) ( I o w 11'-2 1/2" I � I I----------- = U) N?i 23'-8" Q re)00 I r--T-- 3"V c THRU ROOF LLJ c �� 000 ------- DRAIN BY B/P 12ND FLR O101 86 ® a Q>" DRAIN BY WMH 1 1 /2"V TO u/ VENT BY B/P > 2ND FLR Li J o VENT BY WMH > O o �- Q F ®® '" 1 ST FLOOR CLG z J DWV DIAGRAM 9-0KIT o Qom O ®® VIEW 'A' - NTS o WC S 0 LAV LAV WC LAV WASHER SINK DW SUPPLY DIAGRAM Q ~ � 0 �- D = DRAIN LAV > 1 V = VENT 1 1 /LJ 2"D `V WASHER KIT SINK I VI E W ' A' - N TS w v FV = FUTURE VENT 2"D 2"D I Z SP = STAND PIPE STUB PIS I I I I I I 1/2 FL = FLOOR LINE Q •• m N o DW = DISH WASHER DW i I I I I I I TYP ¢ = 1 /2" SHUT OFF VALVE � J'- W WC = WATER CLOSET WC I I I I I I z II o w 3'D ♦ FL COLD LLJ Z O FC = FIELD CONNECTION BY B/P ,► I I I I I I I LLJ �� O a� B/P = BUILDER/PURCHASER I I I I I I - - - - - - - HOT (n 0- o ocv N O I 04 TO CONN. W/ 1/ 2' Y ST I B PIF ES TYP I I FL F---- I I 13/4" 1 TYP FL F---L— i 13/4" I TYP I STYB PIF E I I WASHER S I I I 0 I i� 0 I U Z W Q Z O F U w 0- to Z Q o- n IIx PFS Corporation Northeast Region APPROVED H Raup-3 3/30/23 Approval limited to Factory Built Portion ,;,RED ARC iT ti FCA e 9 � NO. 952852 CORNVILLE h ARIZONA 5� OFMPSSPG�J o M r7 O \ \ N O M O O Z O Z Z O Z O c U Y U J Q 0 5; w of _ U (if w O of of U rn 00 z -N� V) I M n o r 00 � 3 � N U =zu7 O 00 00 < z � C3 S x �� ono O QCr ��q n I a ~ � Q °' ( w _ C N C4 N Q C/) 10 00 ~ ® W E C) ® 000 (f) W -i � N > O 0 ~ Q ® ®� z >-w� U w 0 o ®® W J (n L i I a B W >0o LLI V J W Ofr)w z mAr 6L: W >- 0- > N o (J-) o J J F- w �i LEI W �z� o Z o .. 11 LLI Q w Q�� cwn ��`, o aN (( L( E 62'-0 1 /2" -'TO P-12 TO 2ND FL ORELY r ) 12 3 3 r p) -19 7 19 7- \ ----- / 712 OT N , 7 L / II >J i 'TO P-7 80-100CFM �' I 12 Oo N 12 I WW , SA3o i MST BD 7 1 , 80-100CFM ` I 7 , I I L— -- �-- ----� // 0 I i 7 I ( RECESS i BY B/P / / 9 ; / IWRE 9 — — — — — — — — / ' 12' 66"AFF 2 - `u 12 GARAGE BY BLDR ALL ELECTRIC IN GARAGE ARE ON SITE BY BLDR. TO BE APPROVED AND INSPECTED BY LOCAL AJH BY BLDR 11 HD O `. 23 _8" 2023 N.E.C. * ALL SMOKE DETECTORS TO BE PHOTOELECTRIC * ALL OUTLETS TO BE TAMPER RESISTANT * * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [70# MIN.] * ALL EXT. GFI RECEPTACLES TO BE UV RATED * FOAM GASKETS ON ALL EXT. WALLS * * EMERGENCY DISCONNECT ON SITE BY BUILDER PER [23 NEC 230.85] * SURGE PROTECTION ON SITE BY BUILDER PER [23 NEC 230,67] * / CAT 6 ' SO --------- ---- -��\\ OT '-0" UNDER 3 3 4 0 ; 8 "--"/ 1--v -$ -' 4 I PLTFORM I M 1 PORCH ' " BY B/P 4'-9 1/2" LIGHT I N 11 I / 1, INWICEB BY B/P (. - — -- 111 i I TC P-2\ 2 I , 4 , oI 8 TO BSMT 8 - 28 _ c� 8 i r7 ` I r 3 10 WIRE ONLY r i `- - �� TO 2ND 11 i 11 ROPE LIGHT i 8 I FL FIXT. , B/P PORCH GHT(CLG) TO GARAGE \ $3 i = J 8 N i ''�� C� '`� i B/P WALKING 11 O 8 I i \ 4 ---- ------CT -'i"�� , TO P-8 ��38 TO 2ND --' FIR & �\ ^ lb /6 LIGHT(BSMT) B �yIRE _ I , 4 __� I , T /� I WIRE I I BSMNT ONLY �J SD ` c� N - -� jI I --- -'-_ I — — ROPE UGH _ HARE ONLY 19 / r �-___ - _ _ � r -- ,` ��----�'= G 10 • � � 11 ��� 9 c� -r'' 4 200 23 ELECT ICAL PANEL TO B/PGFl 9 5-9" -8`�3/ LOCH ION -BSMT POEXT/LIGHT°E 9 5� ` -- --- 22,24 0 r i ` 80-100CFM �, '"� , 2 _ ' 6 ' 6 °LIGHT 6 i �� PEND PREP I L I ROPE N i ;rTO P-9 � � ,' -6 21� G ROOM O `NLY � / ` 6 / I `-DROP WIRE ` S `PTO I I 10 I i 1 R H o I BSMT �` \`� 4 I` 'ic 9 1`� 2 �h . ------ S/L � IJO co �`� 4 B/P dM I PO H/GARAGE EXT. LIGHT 7 _10" t — J — — — ------�--- -------- r � I6 20 I 6 I I ` \ I GF1 ' ® -- RECESS — — 10r � 11'-2 1 /2" 141 °° 6 6 2 °° I ,- 72"AFF — ' 6 Irt!EP N ° erg" CAT 1 O ; 0 ---- 2 _ 4 _ ' ,-- - � `, 0 ---------- ` 2-CONDUIT \ -_� BSMT-ATTIC SEE PAGE 6B FOR CIRCUIT DIRECTORY TO P-4 ` TO P-10 9'-0" 1 ST FLOOR CLG THE BUILDER IS RESPONSIBLE TO PROVIDE/INSTALL AN "HRV" OR "ERV" SYSTEM PER ALL THE APPLICABLE CODE REQUIREMENTS MA 2023 STRETCH ELECTRIC NOTES: 1. ELECTRICAL AND COMMUNICATION BOXES INSTALLED IN THE THERMAL ENVELOPE ARE REQUIRED TO BE SEALED [INCLUDING ALL PENETRATIONS] TO COMPLETE THE AIR BARRIER BEHIND THE BOX PER N1102.4.1 THROUGH N1102.4.5 2. EXTERIOR LIGHTING CONTROLS TO ALLOW AUTO -OFF IN DAYLIGHT PER R404.3 3. INTERIOR LIGHTING CONTROLS TO COMPLY WITH R404.2 O I O } U z L LJ C� Q z U t,J a_ z Q 0 E0 1, PFS Corporation Northeast Region APPROVED H Raup-3 3/30/23 Approval limited to Factory Built Portion RE D ARC iT ti J' R wa<T p `moo� NO. 952852 h W CORNVILLE O ARIZONA J5� a- Fql rH OF MPSSP ® M r7 A O Q \ \ \ Q N O 0 o Z Z z 0 Z U O U C) J Q W C.) of W 0 r N CL Urn 00 c0 C (D l Q� � (4 r7 N ) � = z O 00 00 Q g p J a X LLJ LL 0 Q J O LijOof w W > cn 04 II O � = N Q ~- LLJ c— c \ Q B 0 00 LJLJ c / W J Jc1 g� OLLJ ~Q ®® z >_ Ld w —r<— o ®® Q0U o 0Qcf)cLdMm AV z �� o_ Lil >- L�j 0- m N :) I �JJ Of (�— > p w z O� 11 LLJ z O CD w (f) ? L� o oN < c) L<�Lj (f) � LEGEND C� PANEL BOX 110V DUPLEX RECEPTICAL 110V DUPLEX RECEPTICAL - SPLIT WIRED 27'-2" 220V RECEPTICAL I-10 WALL LIGHT Z ( )- T CEILING LIGHT SURFACE MOUNTED W (� RECESSED LIGHT AT CEILING POLE Q PFS Corporation P t.A -" SWITCH, SINGLE SWITCH, THREE WAY -�0 P-19 Northeast Region 64a SWITCH, FOUR WAY i OZ FL FAN/LIGHT FIXTURE RH RANGE/HOOD FIXTURE '\ WIRE F APPROVED H FAN/LIGHT & HEAT CEILING UNIT ,, -- m '.\ - - -- 1 s W � H Raup - 3 15 1s 19 '�- -� \ ----- � -----�' I `�`. i ( (n 3/30/23 ® O SPECIAL PURPOSE CONNECTION JUNCTION BOX i 15 �\ '� I ; t6 i N ` 16 Z Approval limited to pp -------- i i i 16 Factory Built Portion 0 AC DC SMOKE DETECTOR / �% i i 8'-4 1/2" 2'ig" o BELL ' 1 \ \ ® DOOR BELL BUTTON AC SMOKE CARBON MONOXIDE DETECTOR ' F iI '�15 i � Q a Q TELEPHONE OUTLET L \ - TELEVISION CABLE OUTLET 80-100 CFM i i O QT THERMOSTAT ® § VACUUM SYSTEM OUTLET CEILING FAN & LIGHT /Q FLOOD LIGHTS (\` --------- - `.`\ B D R M 2 CEILING FAN (� UJ 15 \LV_ --I 1 16 80-100 CFM I 15 \``� i 16 I \16 \` TO P-i6 15 j 0 I - _ I � RECESS _, `` 66"g-- `1 _ _ -r REO ARC hiT --------- )`� TO P-15 16 iv ` 16 AT6 SO I ��5 R w _ A4 T� WIRE i -- ONLY - /, 11 Q Pv CA 19 II II ° 14 14 O 16 i i' i \ n 2i NO. 952852 CO CORNVILLE II u) W °ti ARIZONA 5� 80-100CFM ,� 0 P-14 � 4� ^') � ; 11 � �GF CD q4rH OF MPS L 14 ---- ��— �' TO P-11 ,7 II Lil M 14 FAMILY RM (BY BLDR)- ALL ELECTRIC IN FAMILY ROOM II I-, 2527 126 -- `` \� 4 i :i o o ® o O CA M ARE ON APPROVED SITE BY AND BLDR. TO BE INSPECTED BY �, ^ /' [ C) T o M W — — _ LOCAL AJH II — — — 14 ,' m Q o N Q o --- ,- m o 0 P-17 O II TO FAMILY II 1 ti� Q 1 J I, 17 A (Yj IN Z z 14 14 j 1``�- 17 Lj p Z O U W 04 II ( I -- 11 3/ i `� 5'-0" 2'-7 1 /4" Q < > > _ TO ATTIC `� _ I TO 1ST FlR & I BSMNT ; � � O W of U II I I `\ 17--- ' U) CL — I I — — II— — — — 11 i --- ��------ SD _� 11 SD 17� \ I 00 U a' rn II ( I _ 2��-- m 13 6'-5 1/4" ,� \ . -- O P-18 N I --- I LO N CO I , TO P-13 13 DRM 4 18 DRM 1 M 13 ' r 00 13 18 _ 4'-10 1 /2" 2'-O" rO cro e" 18 CI U =z� II - 0 00 IL- ------ ------- 13 i � �' O I 0019 Q U I 7— 1 � _� < X �� C D Z w 0 U O O 13 i \\i �1 Q w > Q � o 13 ' i \`� 18 \� v) U :2 LLJr U HI ` ___ RECESS -_ ' I 1166 MT 'I ---------- I I RECESS .\ co 66_AFF ' t8 I — _ CL N _ C/7 04 rn N 13 / AT /13 I 18--, ry --CAT Al\ 18 I Q N 00 r- W — c� 0 BSMT-ATTIC �� 000 Cn (D . 86 � — O O H cn Cfl J r_ W J�N L� 0 Ld o�Q ®® 2023 N.E.C. z rw� Q o� 0 ®® o * ALL SMOKE DETECTORS * ALL OUTLETS TO BE TO BE PHOTOELECTRIC * TAMPER RESISTANT * Q o f- a- w 0 � � * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [70# MIN.] * Z m u co � * ALL EXT. GFI RECEPTACLES TO BE UV RATED * QL�i m N o * FOAM GASKETS ON ALL EXT. WALLS * L i>- 1 N * EMERGENCY DISCONNECT ON SITE BY BUILDER PER [23 NEC 230.85] * wo- o UJR� CD O- II * SURGE PROTECTION ON SITE BY BUILDER PER [23 NEC 230.67] * W Z< Q � O 6i J (�`j (� Lj- o aNU Q � (,0 CIRCUIT DIRECTORY N0. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. 1 KITCHEN COUNT[AFI] 12-2 20 2 3 KITCHEN,D/R[AFI] 12-2 20 4 5 20 12-2 REFRIGERATOR[AFI] GL-KITCHEN 14-2 15 6 7 15 14-2 GL-MSTR BTH[AFI] GL-DINING[AFI] 14-2 15 8 9 15 14-2 GL-MUD RM,EXT[AFI] GL-LIVING[AFI] 14-2 15 10 11 15 14-2 GL-ENTRY,SD/CO[AFI] GL-MSTR BR[AFI] 14-2 15 12 13 15 14-2 GL-BDRM 4,HALL[AFI] GL-HALL,G BTH[AFI] 14-2 15 14 15 15 14-2 GL-MSTR BTH[AFI] GL-HALL,G BTH[AFI] 14-2 15 16 17 15 14-2 GL-HALL,EXT[AFI] GL-BDRM 3[AFI] 14-2 15 18 19 20 12-2 BATH GFI's[AFI] DISHWASHER[AFI] 12-2 20 20 21 20 12-2 MICROWAVE[AFI] DRYER -1ST FL 10-4 3 22 23 20 12-2 WASHER -1ST FL[AFI] 24 25 0 10-4 DRYER-2ND FL WASHER-2ND FLF[AFI] 12-2 20 26 27 24" REF[AFI] 12-2 20 28 29 30 31 32 33 34 35 36 37 EV READY FUTURE SOLAR SYSTEM 38 39 40 J �1 J W m l rn N Q (n A Ln I w z O Icn cn cn �a aw Q w Q Q (00E-� J Q (.+ o Imm::Em124 o W I L� Li Li O o 1N0cfl00 ui l0000 In- co W _/� w O I LJ � � OQQO c a_ co V/ OO INZZN O rs, J O ce) O D N Q C'IN � (n cn ` I00 CO 00 0 � cn ao 17 Q c z W Z_ = O Q cn :� I W Y j Z W z _xuj p U of 00100 00 00 00 = W I I I CD1(D CO I cD _I CDUj Q cc I W J N XI X X X X > n O NO L� c)0NOO J W Ln >W> LLJ I I 1 il) r-) 1 1CL Q m Q I o IL W CL, z = cn to 0 N 0 Ld a 1 c) CD U CD C~ G` O O E� Z W 1 ZZ 0 �00 Epp cn Z �ZFW ICJ 0 �(n� W N coN N � ;� o al�00 0) �� kD A x0 pI� Un0 M O O = QQQ x p O M x x 0I A I I I p iL1 LL Q:� ilf z I HONd2J a3SIVJ _il _ :2 Q Q = o Q s-t cn F- O w D I- U Q 0 Q zO Z oz 0 m z c� z Uo pN N O ch ui w = 0 3132�0N�0� W F- i— �_ F p L�.I m Q U O J O W Q Q U wpm \OYf w� ~ m Q= Q w Uzi =w F- 00 Z W L.LJ Q m U F p Q O UU) W = F- Q Z D O -j g-,L U Ja a U) w c� _ = F- � � p U a Q Q m C� Z W U > W O m Z Y L)' pLLJ O \ () Q Q< OJ p m w O 0 pJ O Q m W W O J U 0 Q o ¢ 00 F Z r � Q== o m Q U) p w w , m z m W m O PFS Corporation C) O p < > LJ�. 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