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HomeMy WebLinkAbout17 Crest Cir planBUILDNIG NFORMATION MODEL: '4 BOX' CAPE—CTM, #22200 SPECIAL USE PROVISIONS, CONDIT ONS OR LIMITATIONS —BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS OR W ODE REQUIRED LL —I DER SHALCBEFRESPONSIBLEOOEFORITH o HOUR MINIMUM HOUSE LOCATION ON LOT —ALL CEILING GWB TO BE MECHANICALLY FASTENED —WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND FLOW RATE PER � ABLEEMB507 31 3(1)R WITH A MINIMUM CONTINUOUS —FANS USED FOR WHOLE HOUSE VENTILATION MUST HAVE A SOUND OF RDUICT NG TIIGH�TNESSUAND BOLOWER DOOR TESTING BY HERS RATER ON —DWELLING BUILDER S SOLAR PANEL READY —TOWN IOF W YARMOUTH IS LOCATED IN A STRETCH ENERGY COMMUVOLU —HERS RATER IS CAPE COD HERS RATERS (508)737-8011 —SITE CONNECTIONS TO BE VERIFIED BY CONSTRUCTION SUPERVISOR —TOWN OF W. YARMOUTH IS LOCATED IN BARNSTABLE COUNTY is required prior to n record this to The CSLnconcea APPLICABLE BUILDING CODES: -780 CMR, MASSACHUSETTS STATE RESIDENTIAL CODE 9th EDITION - 248 CMR, THE M ASSACH U SETTS STATE P LU M 3 1 N G and GAS CODE — 2023 NEC W/MASSACHUSETTS AMENDMENTS -2015 INTERNATIONAL MECHANICAL CODE W/AMENDMENTS —2021 IECC W/ 2023 MA STRETCH AMENDMENTS PROJECT SITE: 17 CREST CIRCLE W. YARMOUTH, MA 02673 BUILDER: CREST VALLEY DEV. LLC TURNKEY: SPEC USE GROUP: SINGLE FAMILY CONSTRUCTION TYPE: WOOD ERAME(VB) AREA: Slrst oFloor =1,204 SQ.FT.TO t a = 2, 557 SQ. FT. Second *Meets MA Code exception #2 107.6 M E: 42, 720 CU . ET. (1&2 Family) for construction control > >> BUILDING HEIGHT: 2 6— 4 3 /4 NUMBER OF STORIES: 2 DESIGN OCCUPANCY LOAD: 13 2ND FL= 6 EXTERIOR ENVELOPE THERMAL PERFORMANCE (U VALUE S SEE ATTACHED HERS COMPLIANCE REPORT h connections bee. concealed prior to he local building If any con ecn gy SPECIAL SYSTEMS ERE ALARM PHOTO ELECTRIC SYSTEM TYPE: SMOKE & CO DETECTORS RE E. SUPPRESSION N A SYSTEM TYPE: OTHER: NA 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 DRAWING INDEX REVISIONS HEATING SYSTEM I L! r-- L: SHALL BE THE REO N S B L TY OF BUILDER PAGE # DESCRIPTION 02/06/23 HERS RATING REPORT — 25 PAGE TRUSS PAGES — (9)PAGES TRUSS IDENTIFICATION NUMBERS: HMD22006 HM P21662011 HMG2151501 VE OADS DESIGN (PSF) T WALLWIND vU i t 14 0 MPH ( ) _ FLOOR: 1st — 40 2nd = 30 ROOF(SNOW): 40 CORRIDORS: A STAIRS: 40 BALCONIES NA OTHER: NA A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION HEATING SYSTEM CHIMNEY OR VENT TYPE- SHALL BE THE RESPONS BIL TY O E BUILDER STRUCTURAL CALCULATIONS — (18)PAGES 0 COVER PAGE 1 ELEVATIONS 2 FOUNDATION PLAN 3A FIRST FLOOR PLAN 3B SECOND FLOOR PLAN 3C ROOF PLAN THIRD PARTY INFORMATION P E S Corp. 417 CENTRAL ROAD SUITE 2 Bloomsburg, PA17 815 ' TPA #21 0 4/ 3 0/ 2 3 3W BRACED WALLS 4 CROSS—SECTION 5A FIRST FLOOR PLUMBING PLAN 5B SECOND FLOOR PLUMBING PLAN 6A FIRST FLOOR ELECTRICAL PLAN 6B SECOND FLOOR ELECTRICAL PLAN 8 STANDARD NOTES AND DETAILS TOTAL # OF PAGES IN SET = 66 PAGES STATE LABEL LOCATIONS MASSACHUSETTS 1st FLR 'A' Box At � ,,,LI. M. BATH VANITY _�.._ A �� THE _ ' U,Lt �; , 1st FLR 'B' Box — ENTRY CLOSET PFS CORPCI IU 1 1\ pED A!?c C 0 V E R SHEET y` FLR ' E' Box Approval Limited to Factory Built Portion Only C� R. Wq � �` <,F� °� 1st — QPJ� Under kitchen sink on Mate: Massachusetts NO. zLLEco Westchester Modular Homes Inc ` right side 'C' Ij(iatul`e; •vita'?l�f'�i,L7rutf�i � CORNVILLE � :, 4� "" �L'.j t > 2nd FLR Box — Title: Staff Plan Reviewer 0� ARIZ NA �J�� �Fq�rHOFMPSSPG Offices and Manufacturer Plant - M G. BATH VANITY Date, 3/30/23 " Win dale, NY, 12594 30 Reagan Mill Road, g 2nd FLR D Box — Tel (845)832-9400 Fax (845)832-6698 , ADD L BATH VANITY * Inspection Agency Label Manufacturer No. MCI 16 `✓ * Data Plate is under kitchen sink on right side Expiration Date: 04130123 ITHIRD PARTY INSPEc-111ION AGENCY 1 ARCH E G RE SIO R ']E (one per unit) 26-0" 26-0" NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTEE WIOTH EX ERIOR MATERIALS, DETAILS, &FINISHES IN THE FIE NEW HUSE 3.) PROVIDE UTILITY INSTALLATIONS FROM COMPLY W/ET TOALL OCOAL CODES VIA UNDERGROUND CONNECT 4.) ALL CONSTRUCTION TO CONFORMON AMENDEMENT &ARC2015TTS STATE BUILDING CODE, 9TH EDITION 5.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS. PECIFICATIONS FOR LATION OF 6.) FOLLOW ALL MANUFACTUR R'S S ALS TO BE ZMAX OR S SL ALL SIMPSON COMP ENERGY 7) FOLLOW ALL REQUIREMENTS OF THEY ALL DETAILS W THTIAL THE INSULATION EFFICIENCY REQUIREMENTS & VERIF INSTALLER/CONTRACTOR. 8.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 9.) FOUNDATION SHOWN IS FOR AMODULAR HOUSE, VERIFY BUILDER ALL DETAILS W/ HOUSE MANUFACTURE/PRO\D 6 12" INSTALL 5/8" ANCHOR BOLTS AT 24" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES FROM END PLACE BOLTS WITHIN 6" 15" OF EACH OF PLATE CORNER AND TO A 8 " MINIMUM DEPTH I ° I Ell z O 24" o.c. 2g ' �n ' o (0u-0 I N I I �I I A P.T. 2 x 6 SILL W/ SEALEF HOUSE co Z i� ANCHOR BOLT DETAIL 0 6-12" INSTALL 5/8" ANCHOR BOLTS AT 24" o.c. MAX. r0 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 bo P.T. 2 x 6 SILL W/ S c'> 2'-10" BASEMENT WINDOW i i I i BASEMENT WINDOW I I I i I 1 co Q� 16'-0" FASTEN JOISTS TO BEAM W/ SIMPSON ZMAX H2.5A TIES (TYPICAL) 13'-2" 10'-0" 4'-0" BASEMENT WINDOW— — — i t i I I A D A2 A2 I N 3'-0" 3'-6" I m DROP TOP OF r WALL -- -------I 4'-0" .1 4'-0" BASEMENT BASEMENWINDOW ---- WINDOW ------------- ---- --- -------------- — — — — — — — — P.T. 2 x 8's @ 16" O.C. W/ MID -SPAN BLOCKING I O I SEE LEDGER N DETAIL I 0 I 113'-8" 1'-4„ 6'-10" _ 6'-10" I / AIN F 3'0" x 68" i b I I x x INSULATED I — - I UP `� N DOOR —� ---- --- -- ---- - { --I- - - - !— — — — — — — — — ST ON WALL —SIMPSON ZMAX HANGERS-3 SDS DROP TOP OF WALL FASTEN WOSIMP ON ZMAX HANGERS ABU66 POST BASE W/ 5/8" DI. J-BOLT & TO BEAMS W/ TYPICAL 3 1/2" DIA. i SIMPSON ZMAX LCE4 CAP STEEL COLUMNSLY BASEMENT i UNDER 2-L2 x 0 RIM OIST ON MODULAR STRUCTURE 4" CONC. SLAB W/ 10 MIL POLY b I I TYP. 10" CONCRETE FOUNDATION TYPICAL 30" x 30" x 12" VAPOR BARRIER UNDERNEATH r WALLS WI 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE CONCRETE FOOTINGS i I W/ (2) #4 HORIZONTAL BARS AT 8'-11" I TOP & MIDDLE OF WALL 17'-0" 13'-9" GARAGE I 6'-10 1 /2" 6'-10 1 /2' 8'-6" 8'-6" I I CONCRETE SLAB W/ - I4" OP 1" CLEAR Tr N 6x6WWFINTHE T & 10 MILVAPOR ROETARDERRS I TOWARDSSLOPE — _ _I - - - —+ - ---+ - 4 O o I I I i I I I TYP. 12" CONCRETE FOUNDATION WALLS W/ 12" x 28" CONCRETE FOOTINGS TO 4'0" BELOW GRADE )HORIZONTAL BARS AT T/OP & M DD �— -� — — — o -------- ----------- f DROP TOP OF WALL ------------ — O UP I AT O.H. DOOR r--------------- 2" CONC. SLAB W/ 10 MIL i POLY UNDER ON COMPACTED SEE LEDGER DETAIL I o I C I I i SOIL IN12"LIFTS ----- — — — — — — — — i CRAWLSPACE _------- — — — _ —I------ ----- o CONC. j C TYP. 10" CONCRETE FOUNDATION A WALLS WI 10" x 24" CONCRETE A2 A2 FOOTINGS TO NO" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL DAMPPROOF BELOW GRADE FASTEN JOISTS TO BEAM W/ SIMPSON ZMAX H2 5A TIES (TYPICAL) GAR AGE ANCHOR BOLT DETA SCALE: 1 /2" NOTE: MODULAR HOME TO BE PLACED UPON THIS FOUNDATION. VERIFY L ALL DETAILS IN THE FIELD & W/ CONTRACTOR PRIOR TO INSTALLATION e� COTUIT BAY DESIGN LLC 43 BREWSTER ROAD PH. 2 41166649 14'-0" PT12x8'$@1q"o.c. 3- P.T. 2 x 10's� i 12'-0" •10" DIA. CONCRETE SONOTUBES W/ 24" DIA. CONCRETE BIGFOOT FOOTINGS UNDERNEATH TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W/ 5/8" DIA. J-BOLT 14'-0" FOUNDATION PLAN NEW FOUNDATION FOR: CREST VALLEY DEVELOPMENT 17 CREST CIRCLE WEST YARMOUTH, MA i N APRON '-4 c) A" OF M.4 � .�� �F•28� B O ERfC J., $ CEDERHOL �2 M O STRUCTURAL I No. 38962 °" 12'-0" 1 OS SMOKE DETECTOR H O L D D OW N LIST �C CARBON MONOXIDE DETECTOR OO SIMPSONSTHD14RJ © HEAT DETECTOR THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO. : THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR / /� �Ot �} 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 DATE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN THE 4/28/2023 CONSENT OF THE DESIGNER UNDER ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 2- P.T. 2 x 6 SILL W/SEALER PROPOSED GRADE EL. 15.0' 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 — PROPOSED GRADE EL. 15.0' 2- P.T. 2 x 8 SILL W/ SEALER ANCHOR BOLTS TO BE PLACED 4" IN FROM OUTSIDE FACE OF WALL 3-1/2" DIA. STEEL LALLY COLUMN UNDER 2- 2 x 10 RIM JOIST ON MODULAR STRUCTURE BASEMENT MODULAR HOUSE TO BE FASTEN OUTLINE OF MODULAR TO THE P.T. SILL W/SIMPSON HDL HOME ABOVE HOLDDOWNS 4" CONC. SLAB W/ 6 MIL POLY VAPOR BARRIER 30" x 30" x 12" I I CONC. FOOTINGS ' ----J SECTION @BASEMENT urll ICE! oI BASEMENT ti 0 v GARAGE (4" CONC. SLAB PITCH 2" TO C.H. DOOR W/ 6 x 6 WWF EMBEDDED SLOPE TOWARDS DOOR T.O.F. EL. 18.0' PROPOSED GRADE EL. 17.0' 2" CONC. SLAB W/ 10 MIL POLY UNDER ON COMPACTED SOIL IN 12" LIFTS SECTION @GARAGE L—_1 �_+—TYP. 12" CONCRETE FOUNDATION WALLS W/ 12" x 28" CONCRETE 12 FOOTINGS TO 4'0" BELOW GRADE VERIFY ACTUAL ROOF PITCH 3t /�'_ _ — — _ W/ (2) #4 HORIZONTAL BARS AT IN THE FIELD TO FIT UNDER —� �— TOP & MIDDLE OF WALL ` S.F. WINDOWS 2 x 8's 16" o.c. 3-2x8's 3-2x8's TYP. ROOF CONST. - 2 x 8 ROOF RAFTERS @ 16" o.c. - 5/8" PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES VERIFY DECKING & RAILING PORCH - 15LB. FELT PAPER MATERIALS W/ OWNERS - 2 x 10 RIDGE BOARD - SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF FASTEN JOISTS TO BEAMS - ALUMINUM DRIP EDGE W/ SIMPSON ZMAX H2.5A PVC FASCIA IL x 8's @ 16" o.c. 3- P.T. 2 x 10 BEAM 10" DIA. CONCRETE SONOTUBES ON 24" DIA. BIGFOOT FOOTINGS o TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W/ 5/8" DIA. J-BOLT BUILDING SECTION @ PORCH COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MAS H P E E , MA. 02649 PH. (508) 274-1166 FLOOR JOISTS Typical LCE4Z Installation (Mitered Corner) I I I INSTALL FLASHING UNDER HOUSEWRAP & DECKING I I DECKING I INSTALL PEEL & STICK RUBBER MEMBRANE BETWEEN LEDGER & SHEATHING P.T. 2 x 8's @ 16" o.c. `— P.T. 2 x 8 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ ZMAX LU210 JOISTS HANGERS b INSTALL SIMPSON DTT1Z TENSION TIES AT (4) LOCATIONS LEDGER DETAIL PROPOSED GRADE EL. 17 0' TYPICAL ROOF DECK CONSTRUCTION FASTEN BEAM TO 3/4" PLYWOOD SHEATHING JOISTS W/ SIMPSON STRUCTO DECK ZMAX H2 5A TIES — RUBBER MEMBRANE TAPERED P T. 2 x 4 SLEEPERS SIMPSON AC6/ACE6 5/4 DECKING POST CAPS TYP.WALL CONST. 1. P.T. 2 x 6 STUDS @ 16'' c.c. 2. 12" P T. PLYWOOD SHEATHING 3. SIDING TO MATCH HOUSE 4 TYPAR EXTERIOR VAPOR BARRIER PVC 2x6CAP W/ 1 x 4 FRIEZE — PROVIDE COPPER SCUPPERS PROPOSED GRADE EL. 15.0' 5"0 C 13'-C 6 x 6 POSTS W/ 7" HIGH BASE FASTEN POSTS TO BEAMS SON ZMAX ROOF FRAMING PLAN POST CAP PER DETAIL LCE4 NEW FOUNDATION FOR: CREST VALLEY DEVELOPMENT 17 CREST CIRCLE WEST YARMOUTH, MA 0 ih CASED P.T. 4 x 4 POSTS FASTEN POSTS TO BEAMS W/ SIMPSON ZMAX LCE4 POST CAP AT CORNER &AC -- - 10'-0" 01 5'-0" 5'-01, I Id PORCH FRAMING PLAN Pop, A ►�� '4.28• ERiC J. CEDERHOLM STRUCTURAL No. 38962 P.T. 2 x 8's 16" AZEK 1 x 4 BEAD BOARD CEILING SCREENED D(lof-%u P.T. 2 x 8's e 16" o.,: CV rn `r 4" CONC:, SLAB W/ DRAIN -T KITCHEN SEE LEDGER DETAIL BASEMENT SECTION @PORCH 0 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT SCALE : 1 /4of — 1'-011 DRAWING NO. IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF . A2 THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 4/28/2023 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. NOTES: 1. THE ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 VERTICAL DATUM. 2. THE ENTIRE LOT IS WITHIN THE 200' RIVER FRONT. 3. THE DRAINAGE PIPE WITHIN THE 10' EASEMENT IS APPROXIMATE, AND SHOULD BE VERIFIED BY THE CONTRACTOR. 4. THE DRAINAGE EASEMENT AND PIPE WERE COMPILED FROM THE SEPTIC DESIGN PLAN BY OTHERS. 5. CONTRACTOR TO LOCATE SEPTIC COMPONENTS IN FIELD AND PROTECT PRIOR TO ANY OTHER CONSTRUCTION. BUFFER DISTURBANCE BORDERING VEGETATIVE WETLANDS 0-50' 50-100' LOCUS INFORMATION CURRENT OWNER: CRESTbALLEY DEVELOPMENT LLC TITLE REFERENCE: DEED BOOK 34574, PAGE 146 PLAN REFERENCE: PLAN BOOK 68, PAGE 145 EgB r ASSESSORS MAP: 30 OU I( _'T NOT PARCEL: 5 ,�-a•-FOUND TIDAL F a00 .�'� \ ZONING DISTRICT: R-25 SIDE MARSH I � WF #l0 SETBACKS: FRONT 15' ¢ / GRADING IMPACT IN THIS REAR 20 AREA IS RESTORATION AND IS NOT CONSIDERED MINIMUM LOT SIZE: 25,000 S.F. NEW IMPACT. TOTAL LOT AREA: 12,835t S.F. UPLAND LOT AREA: 8,085E S.F. EX/ BUILDING COVERAGE 1,145/8,085=14.2% FID0E !' o _ �/ / MAX. BUILDING COVERAGE 2,021 S.F. (25%) _�� _ - �--�_ .► �,�` ` / f / PROP. BUILDING COVERAGE 1,912 S.F. (23.7%) BASED ON UPLAND ONLY DS e = so+i a -E� � ---- / 1 OVERLAY DISTRICT: NONE / / NITROGEN SENSITIVE / -�' -`" `~; • •• ZONE: NOT A ZONE it ♦ ♦ s ram-- — 5 ~` .• •• G N FEMA FLOOD ♦ 6- __ •• .• /� g ZONE DISTRICT: X & AE EL-11.0 DATED 7/16/14 PANEL #25001C0569J CONCRETE _.�7 -•• •• 0 N/F BOUND _•• •• 0 ELLEN L. WILLET FOUNQ 0 0 0 8 0 •: REMOVE WALLS & ASSESSORS 0 0 I' 0 RECONSTRUCT MAP 30 PROPOSEE/DT : """�'��� r. COASTAL BANK ® PARCEL 6 LINE / STRAW WATTLES_ .+ '� F N/F ROBERT B.& DEBRA r 1J 0 L. HOVSEPIAN � ¢ �0 I ASSESSORS MAP 30 '� 12 1 PROPOSED PARCEL 4 10 : _,� C --- WORK LIMIT Q \L.. 0 WALK -OUT f ¢ LINE / �0 BASE STRAW WATTLES `p ��k ZONE � 1 � AE EL. � 1¢1 , 13 z ONE X r G 16' '• -� 0p4� ' 'V 0 0 Ap G '. m p� s c� 4fF o �- AP p Q ♦ s,f LANDSCAPE h C, 100 \ aSTEP FOR O� GARAGE N/F x: ° ASSESSORS • MAP 30 / PARCEL t PERVIOUS PROPOSED 1000 N6 PAVERS GARSLABA�7 3 � R���4�0 ¢ G #17 PROPOSEDsr•A 1p0 ¢ �0 3 BEDROOM � e DKELLING p.2 �' , 0 FFF=19.0 = TOF=18.0 EXISTING PROPOSED \ PROPOSED SLAB=10.0 ¢ .� 334 S.F. 0 S.F. RINSING STATION 1,320E S.F. 1,912t S.F. (BLD) COASTAL BANK 0-35' 730t S.F. 647t S.F. 35-50' 680t S.F. 786t S.F. 50'-100 675t S.F. 749E S.F. (INCLUDES DRIVEWAY) LAND SUBJECT TO COASTAL STORM FLOWAGE 257t S.F. 0 S.F. RIVERFRONT AREA: 12,835t S.F. WITHIN 100' RIVERFRONT 1,320t S.F. 2,024t S.F. 704t S.F. 02:1 MITIGATION REQ' 1,408E S.F. MITIGATION REQ' WITHIN 200' RIVERFRONT 620t S.F. 705t S.F. 85t S.F. 02:1 MITIGATION REQ' 170t S.F. MITIGATION REQ' 1,578t S.F. TOTAL MITIGATION REQUIRED 1,580E S.F. MITIGATION PROVIDED PROPOSED MITIGATION QUANTITY BOTANICAL NAME COMMON NAME MATURE SIZE SPACING ROOT SHRUBS 10 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 6' 5' OC CON'T, I GAL. 10 ILEX GLABRA INKBERRY b' 5OG CON'T, I GAL. 40 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' 3106 CON'T, I GAL. 30 COMPTONIA PEREGRINA SWEET FERN 2' 3106 CONIT, 2 GAL. woo WOO ... dW 15" o 400, �OQ ' Cr4®pPoL PROPOSED 1 G O 3 15 TRENCH DRAIN DIRT TH DRYWELL ROE ` DRIVEWAY LOC :40 N OF ®y >=XISTING SEPTIC \�� \ � A 00 EXISTING TITLE ` \ / GRAVEL SYSTEM DRIVEWAY MPONENTS\ 0`� i ' CENTER BACK COO REMAIN ` �� CATCH BASIN ELE5.00 NAV -1 NAVD-1988988 CONCRET4 BOUND i �� \ FOUND /� s o�w n� / .--'' Hw fr OPEN N PORCH i o PROPOSED ' BIT. Z DRIVEWAY 3 ` 7� 16 1 Z n0 ; ;0O G} ROUTE 28 v m � W m v a N Zv LOCUS z /*I � c 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 ARE - T. OF K�FiJW J. MEALY �Y KIE J. Ti Pi S DATE FOR THE BSCy GROUP INC. PLAN OF LAND 17 CREST CIRCLE IN WEST YARMOUTH MASSACHUSE17S (BARNSTABLE COUNTY) PROPOSED CONDITIONS DUNE 21, 2022 NO. DATE DESC. PREPARED FOR: DAVID PALMER 63 PROSPECT STREET MELROSE, MA 02176 palmeripad®me.com BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 QC 2022 BSC Group, Inc. SCALE: in= 10' 0 5 10 20 Fr FILE: 50597-SP. DWG DWG. NO: 5767-02 SHEET 1 OF 1 JOB. NO: 5-0597.00 OVERHANG ROOF PITCH - 24 -0 DIMENSION (*) HOUSE WIDTH 26 -0" 30'-0" 27'-8" 31'-8" 5/12 16 11" 16" 7/12 16'" 11 " 16" 9/12 12" 11 " 12" 12/12 8 3/4" 8 3/4" 8 3/4" 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.) 11 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. V 6. A PERMANENT CERTIFICATE, INDICATING THE SOLAR -READY ZONE AND OTHER REQUIREMENTS OF THIS SECTION, SHALL BE POSTED NEAR THE ELECTRICAL Z DISTRIBUTION PANEL, WATER HEATER, OR OTHER CONSPICUOUS LOCATION, BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL.PFS Corporation W Z ..� 0 Northeast Region *ALL SIDING, CORNERS, TRIM, SOFFIT WAPPROVED & FASCIA ON SITE BY BUILDER* z 3/0/ 3 Approval limited t0 Factory wilt Portion PLUMBING VENT STACK _. CRICKET `- „ CRICKET _ _ o RETURNS - ___ 12 BY BLDR -BY BLDR BY BLDR 2 1 r €f ! ! f _ of 3 ...e.e .. .., i s — , r i ? r ! — n2 12 3 A /�C r r € LR WA 3 E E A Q� rTTT i UV 3{ 'T 7¢'T Y nenUen e ® 8 ! ' r 3 I ''I € 8 Bu �T �'YA V 3 ' ® r J f r ® ` NO. 952LL �. � � � '{ ` ; � d � CORNVILLE W ?ice ARIZONA 5 i I I 3 I ! � i { i f ' 3 y J OF MPSSP�� m , r 7 ALL EXT.ST IRS, STEPS, RAILS & GU RDS TO BE DESIGNED, SUPPLIED AND INSTALLED IBY BUILDER I I m O r N FRONT ELEVATION i i RIGHT ELEVATION i m O L o U N I I �� _ z z z o 6 O O Y C� Z 0 � w O J Q 0 W (=j Of O rz > w CK cn 0_ J U d co �CD ' cV w cn I FIREPLACE L c> cV za-s• CHASE BY BLDR "� ice-, SOUR -READY ZONE N LI) 0 Z z LLJ OS � o0 x 0 v _ w af Q O fi. fl � t ! OVERHANG ®'! O� U U Y p d ITT, Y� � SEE CHART � W �K o o � N L p = .i i-i, s .:. ; '.xt €a! € ' 9�-' !y`� i •o n 12 ,rf M TRUSSES RAFTERS ®_1®C TO ACC. LOA �� m Tw 3 ,' r cn .........,.�.- ACCESS TO GRADE ' �� 1 o ! �{ {€ IW � U rn .Oa„N SITE �( BY BUILDER,. f { a i i W (� � p OS F ( € 3) E € 'E t Tt r 3: E O i p� \ W F S o OVERHANG ' d LLJ J0� r� €' pJ SEE CHART /�) N r \, o LLJ Ld F9 If I _j LLJ W1 LJ 0 /'� ( E ! ! q r { �f i {yLl— !i > � L ^ r y !3 , s 4 't •f• e I— � O I I I I (n a-� ICI I I I I I Qw � i i i i LEFT ELEVATION i z m U co� .. Ld REAR ELEVATION D _j_j r � ..� LL LLJ w� a zo �� V) a N v oo 0 V) > v � o o V) IL L� 0 I P=2,595 I 0 j I I I � I N P=6,055# I Lo I I I � I I P=2,166# I I 0 I � I o 5 26'-0" ----------------------------------------------r W=661 #/LF r------------------------------------------I I I I I I I I I I I I I I I I I i I I I I I I I I I I I 26'-0" I I 1 S-8" 1'- 10'-6" I 0' I PI= 4,2 9 # I N 3856#I - - -- Ilr------------------J -------------------------------------- w I I I I w } —01- - - - W=1, 006#/LF It 1 1 I P=3.006 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J FOUNDATION WALL NOTE I FOOTING COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 6'-6" I ** = 10'-4" BASEMENT I [EXCAVATED] I I I P=19,310# 13'-9" 17'-0" I W=650#/LF W=650#/LF I I I I I I I I I T- I R21 ItJSUL.I I I I I I I I I L---J L-- L---J L 0 �LALLY COLUMN I t COLUMN FOOTING I I O 1 P=14,018# I I L----I 13856 S/L P=10,660#Ix 9'-3" W=1,114#/LF STAIRS & POST DESIGNED & CONSTRUCTED BY BiP UP I I I I I I � ® 1 I x I I I I I I I I C L--------------------1 f— o-----------o --� L------------- - - - - - I I I 3 W=1,006#/LF j N N I W=1,006#/LF ------------------------IJ LI------------------------1L 14'-0" HOLDDOWN LOCATION LOAD (Ibs) AND REQUIRED LOAD (BY BLDR-U.O.N) 12'-0" 11 14'-0" 545#� N Lo I N I`tj J:Ij�' �'*�FLOOR IN THIS AREA TO BE j I i SUPPORTED & FIRE RATED I I Lo ON SITE BY BUILDER* I I I I I I I 112645# 1 I I I I I I GARAGE [UNEXCAVATED] I I I I i L; I 1264 , w 0 w I I P=8 767# - P=6,144# I 10 0 11 112645,# I O 1 I N P=2,316# N I I O P=2,316# I I I I I J I_I I N P=5,674# I I I I I i I I I I I I I I I 'I I I L---------------- I I I I 0 I I I I I I I 112645#, - 0 oa � i I 1: ------------o"� t 1 9'-3 1 4 1 P=2,216# P=2,21 # 12'-0" P=1,560# P=1;560# J 52'-0" I 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 SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE WITH 8"x8" TOP PLATE. THICKNESS OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO SUPPORT LOADS GIVEN. 4) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED BY BUILDER PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE TOP OF SILL PLATE. 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 EQUIVALENT) PER R403.1.6 8) THE BUILDER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL APPLICABLE ENERGY CODE REQUIREMENTS N Lo I 0 U Q i` V W a- 0 Z} Q CL ARC �T ti Q ��C9 JAR Wq�T FO QP �� A NO.952852 CORNVILLE ARIZONA J5� ��FgCTH OF MPSC O " Ld0 LJ 0 \ N 0 � o o z z O Z Y Z U � W J C 0 w U E 0 fl� N 0 00 Q J U U CD w O � Ld Q O w U > w cn oN ~''� � U LL1 J W O W W O N � � O J U Q 0 z Q�� >Cr) W O (n I- Q!� O � w 07 d 0✓ Q o W J 0 � W z m U co :E Q �W>-a (� D JJ CD— > H �_ L W cc) CD 2, 0 � LL_I L`' � QW > o U>la >O la U rn 00 rn (n Lo (D Zo 07 I N L N >-00 3 i j z 00 X rnLL. O O -v 0 o al � I - cV V) oMo c---N U rn d' v o0 (n a, � a� o � ARVAAV 9'-4 1 /2" 2432 26'- 0" 11'-6 1/2" I I I I w O I I a-N I I I I PD24 I *RAISE VAV O p& WC 3/4 , > \ I I q o I I m 0 I I O o �0 I I D 2 6 D26 c0~ I= w 2,595# � ( ) x JN(yro a (3)1 1/2" x 9 1/4"MICROLAM-2ND FL[EA. MOD] I_ cr�i-�=p (1)1 1/2" x 5 1/2"MICROLAM-CLG[EA. MOD] a,® N _ _ _ _ _ _ _ _ _ _ _ _ _ F v(2)2x5 TRAY CEILING R.O. (3)2> N 2' 0„ 2'-0„ N I I h4,01E - � 2x6 I (3�5 1 / I I MICR \ MSTR BDRM I I 1 13'-0" x 14'-10 1 /4" 1 N W z ofO Q =O N (TACK CASING) 18E-2856E-18E 1,560# @8'HDR HT (2)2x6 14'-0" 26'-0" 12'-1" ®TOP"PLATES C 33 5 N 3042 O 0 3042 J B30 O O BD36-3D �BWBT18]0[]C; 36"RANGE K I TC H E N SB36UT SAL 18'-1" x 12'-1 1/2" DP M /// ' , I N \_ Zow— 3'-7" COpLNR / 8 BOCU30 �BD36 3D J(LJ - M I �- a�� J KY� H1! KS1 GH I' " �„� I / / 12" KITCHEN N TES FLUSH C-TO -DELUXE C - - - - -RAISE CAB'S 3/4" V)E 5'- 1" -COUNTER, SINK & FAUCET BY BLDR00 -COVE CROWN MOLDING RT F ACTT NAL\ (2)1 1/2" x 11 1/4" MICROLAM po .LITE GRILLES `- 4,209# PINNED RAFTER CATHEDRAL TO PEAK PS616 (2)2x6 (3)1 1 /2" x 9 1 /4"^ x202'-7"MICROLAM HDR 4.311# 'A' MOD ONLY (2)2i xgl I T2'-,42'- TZ?7= - - - - - - - - - - - - - - TRAY CEILING R.O. I 1"FILLER I 1 mM I I moui ;GREAT ROOM 1"FILLER tiof o am i 15'-2 1/2" x 22'-8" o o�I It m=am I I W _j.� I I m``m L - -1 /2" x 14" FLITCH PLATE PREP o ®w0(2 1 1/2' x 9 1/4"MICROLAM-2ND FLEA. MOD] 2 1 1L2" x 5 1 2"MICROLAM-CLG EA. MOD]- Ld-------------- (, )30# nTRAY CEILING R.O.< 32x4 vz_ I I I 1"FILLER I , mM I I ma I I M I I m o-w oN 1 I 1"FILLER I I 2'-0" 1 I N � o 4812S S4816 S 812 N D16 0 19420T 0 - I I S N (1)1 1/2" x 9 1/4"MICRO-2ND FLN 1,560# (2)2x6 12'-0" ----------- 8'-9'° I, 5'-2" 2032. 124 ;'• 1 ■ AM �i mll III N IM m REP96VD6 3'-3" N \ - IN O I r7 T I V3018 N REP96 N *BATH o PREP N w ONLY* Q I 0 4,209#(2)2x41 AB -LAB N FILLERS 369 2 — / 5/8"TYPE 'X' GWB O CD N,col X X (no TRAY CEILING R.O. ( w 00 DINING I I Ln 8'-1" x 12'-1 1/" MODULAR GARAGE N I I I I BY WMH I I FIRE SEPARATION TO BE I I COMPLETED ON SITE BY BLDR L-__ _-------� -5/8" TYPE 'X' GWB INSTALLED o' ON GARAGE CEILING- N 6,934# (4)2x4 (1)1 1/2" x 9 1/4"MICROLAM-2ND FLEA. MOD] 4 311# (1)1 1/2" x 5 1/2"MICROLAM-CLG[EA. MOD] 2 2x6- 1,833# - - - 1,833# (2)2x6 (2)2x6 N7,12,316# 22366QI (2)2x6 (2)2x6 5, 674� \\----- (3)2xf I o / I ` \ m / ` m / I \\ 1 /X\ UP I / � (TACK CASING) TEMP. TEMP. 18E-2856E-18E ®8'HDR HT 14'-0" 9'x7'OHD --- 0 I N U Q p U ^W^ (L 0 Zr r Q CL 0 of ED Af�Cl)e 0V9..WA4 P F � <, - ` NO. 952852 I CORNVILLE ti ��'O w ARIZONA J0� � r7 H OF MPSSPG� " O Q a N o o z O Z z O ZO J U V) > W _ 0 O O � a \\ // I CD �_ L rn x 1 `\ // 1x w I x 1w / \ I 1 >-00 / \ , O U = z / (3)2x12 HEADER \ Q 00 R.O. = 9'-3" x MAX HT 00 -1 � � _ j LT-1�� L m" _0x 2,216#" (2)2x6 0 2,216# (2)2x6 _j Cj w � 0 O w � l-� ®•- O O w �n v ofQ w U > v o Iw-rIL oO) 12 0- Q N N 00 W J - c� U v _+ *9'-0" 1ST FLOOR CEILING HEIGHT ['A' 8c 'B' BOXES ONLY] w � �°° *ANDERSEN 400 SERIES W \DOWS W/ 4/1 FINELITE GRILLES* o � o *AWNING & CASEMENT WINDOWS TO HAVE CORROSION RESISTANT HARDWARE* w wI-< Cl I *COMBINE LIGHT & VENTILATION SCHEDULE (SF) ROOM AREA LIGHT SUPPLIED VENT SUPPLIED GREAT ROOM 349 32.4 15.56 *DINING 98 0.0 0.00 *KITCHEN 219 47.2 24.76 MSTR BDRM 193 39.4 21.25 —12"O.C. FL,OQR JCISTS © 'E' BOX ISLAND ONLY —R21 W// 1 RIGID FOAM EXT. WALL INSUL. —R21 1ST FLOOR CEILING INSULATION —DELETE ROOF INSUL. © MAIN COLONIAL —OPEN CELL © 'D' BOX RAFTERS & 'E' BOX ®=MINERAL WOOL INSULATION —SOLID SMOOTH 2—PANEL SQUARE INT. DOORS —DELETE B SE TRIM —1 x4 FLAT CASING V 5/4 x 6 HEADER —TACK WINDOW CASING WHERE NOTED ~ O JUG Li M ®® j w cy o ►-00 NA Q cna_nl� o W -J U co :�i wAV NOTE: Z m ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" Q w m O N o ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF � w>- a- ^II << GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED � "z_Q �� ~ ow z� `n WITH FALL PROTECTION SUPPLIED AND INSTALLED BY LLB U)OQ �,. wo J w B/P ON SITE IN ACCORDANCE W/ R312.2 Li _ �w o �� o� aN <� al U LL o v) 7'-10 1/2" 2— 2846 z 15'-5" x 12'-1 1 /2" Ln Q U j N Y U N Q 13'-1 1/2 GG IV \ D24 D26><' I I � I I I I 2,166# I (3)1 1/2" x 16"M60LAM-RAFTERS HOWER PRE (3)2x6 8' "CLG HT� I J 14,018 N w - I- Q o I. I I o o a (3)5 1 /2' MICRO w OI' I I I 0 &RWC 3/4N• 0 M O D24 > N F L 0 or d �I O W x J x (L' _ O Li = W cV O\. X X N _ 0 2832 v 62)2 26-(2)2x# N 4'-0" 6'-0" 1 4 —0" , 10'-0" n o r v a SHORT FRACTIONAL FINELITEI GRILLES PS61611 FAMILY ROOM 13'-8" x 12'-1 1/2" 13'-9" I, 3'-10" I, 5'-3" 2032T 2032T Coo N Qo o C0� on m� *RAISE 4 �Q & WC 3/AV 4 U O 0 F_DBXlOpj I > a N BF30 D24 0 D. S. 25 1/2" x 3e N 2,623# �-,j1NS'TALCED]1 0 (3)2x4 IX 11 1 4"MICROLAM-ROOF EA. MOD L—_ L 3'-7 1/4" IZ ,316 2)2X 5 6744 (3)1 1/2" x 16"MICROLAM-RAFTERS Lon �- 3)2xE 3'-0 3/4" ``SAIL-81 BLUR11,1, '-0" LG Tj O Q `� OFFICE 1I �ft� '�`0: 3 ; Lj` 01 10'-6" x 10'-1 1/2" Z af OPEN TO =tz 'I)BELOW y w L_ jr (TACK CASING) (TACK CASING) N N O LN \ 2832 28'32 I N 652�----------- 2)2 26 $4 2)2x 6'-0" 6'-0" 4'-0" 1, 6'-0" 20'-0" 11 10'-0" 52'-0" 2x10 FLOOR JOISTS © 16"O.C. 46 8'-2" 2—D24 i �C••1/ '-5 1/2" x 18'-3 1/2" z a • U Y U Q _ 1 1 2" x 11 1 4"MICROLAM-ROOFLEA. MOD 5,101 # 2, 478# (2)2x6 (2)2x6 (1)1 1/2" x 11 1/4"MICROLAM-RAFTERS B _ 0"CL7 71 8'F r- F II II II II II II II II II II II II (TACK CASING) C225 4'-0" I, 2'-6" I, 7'-0" I, 2'-6" 12'-0" *ANDERSEN 400 SERIES WINDOWS WZ 4/1 FINELITE GRILLES* *AWNING & CASEMENT WINDOWS TO HAVE CORROSION RESISTANT HARDWARE* -12"O.C. F OQR JOISTS @ 'E' BOX ISLAND ONLY -R21 W% 1 RIGID FOAM EXT WALL INSUL LIGHT & VENTILATION SCHEDULE (SF) ROOM AREA LIGHT SUPPLIED VENT SUPPLIED FAMILY ROOM 166 32.4 15.56 BEDROOM 2 187 27.6 14.14 BEDROOM 3 210 20.5 12.78 OFFICE 103 11.8 6.52 0 I N 2, 316# (2)2x6 -R21 1ST FLOOR CEILING INSULATION -DELETE ROOF INSUL. © MAIN COLONIAL -OPEN CELL © 'D' BOX RAFTERS & 'E' BOX =MINERAL WOOL INSULATION -SOLID SMOOTH 2-PANEL SQUARE INT. DOORS NOTE: -DELETE BASE TRIM ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" -1 x4 FLAT CASING W/ 5/4 x 6 HEADER -TACK WINDOW CASING WHERE NOTED ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED WITH FALL PROTECTION SUPPLIED AND INSTALLED 13Y B/P ON SITE IN ACCORDANCE W/ R312.2 U W CL V) Z I>r Q a 0 ARC 'T ti ��C9 v�-R Wq�T FC Q \ NO. 952852 CORNVILLE W ARIZONA a-y�Fq( rN OF MPSSPG� O N cn w \ Q � N 0 o o z z Z O O O U Z U V) w J 5; _ O ofU V) a J C.>rn00 c-- m LID cn I 0 N to 0 0 � 00 3 Lr) o V� Z 4 ryeLd 00 Q J 00 U Of_ U 0 X -o ��rr�� `.J D W w � ®O O �Q W w U r O 0 -J - N Q V y 00 W U -� _� c Lr) 0LjJ J ~ c 00 Ld LLI 0 I-- N o a� LLJ (f) O w0Q O z J LLI 0- ®® z >(nW o cl� F---�o W ®® Q o cna_�cf) o W Ld � ��wAV m uco> .. z Q I— a: W >- LOL-, O N N of U) =) J _j >- LLI p�—f UO� �Ww O� Ln V) -<NQ �� cf)C LJ JQ� W an �o oN ��II } U WPFS Corporation C� QNortheast Region ZAPPROVED O Rau - 3 U 3/30/23 l,J Approval limited to ' � a�tory �ailt i'oion Z 52'-0" TRUSS #HMD22006 a 0 Ix ,REO ARC iT ti ��C9 J\-R. WA4r FO Q QP F,p , _ 0 NO. 952852 CO W �� ARIZONA CORNVILLE IZ 47H OF M04 PSSPG�J O " ~� LLJ o Q\ Q I N CDO I _ c0 f 1 Z N V Z Z O O Z U W J 5 _ Q 0 W U Of O W � N 0 � � co L —N� � _ I N Of N o M cn 7 (0o CO 3 LO 04 U =z00 00 :cr OfI Q pp N � J III C3 a x CD w LLJ O \ 3:3 w � O �' O CC � W U � L � � 0_ �� 0a) N � I N Q lvl c/) M 00 f J � �LO 0 J ~LLJ rnoo LLJ LL J F ^ � 00 D�N �o a� U� (n 0 tel H LLJ W Q O O �w� z � ®® cn L.�J o . ��o ®® w cn�_ Q o E)� n LLJ W J z m U co Q Lii m O N o � a -J � 0_ N Of _ Q L LJ W 0.', LC) W O zQ N0� �O w� J II w W � �Li z OQ NCB F- Q�t 0 � o� oN vvir— a � Q Q W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IT — — — / N N � I N I � cn cn � I \ I can I cn I cNn I i I o I o I = N --- 12/12 RAFTERS _ 12/12 12/12 RAFTERS 12/12 12/12 RAFTERS 12/12 RAFTERS [SHORT 'A'] 12/12 RAFTERS [SHORT 'B'] [SHORT 'A'] 2/12 RAFTERS AFTERS [SHORT 'B'] AFTERS 40' — 0" 12' —0" 52'-0" i RE EE � 52'-0" W 8'-1 1 /2" 7'-3 1 /8" REAR 10048# I I aoI I ---------------- I I I I I I I I O I I I I I I GREAT ROOM I I O I I I I I I I I I I I I I 1 L--------------J o Q m i--------------- i r---------------1 I I I I I I I I I I I I C'4 I I I I I I I I I I cn I I I I MSTR BDRM 7m I I �k L I I I I ---------------i L------------1 r — — N FRONT FIRST FLOOR I 3'-7" 1�'-1 1 /2" —1 1/2"1, 3'-7" r------ I I I I I I I I I I I I I L--------------- 3'-7" 3'-8 3/4" H 3'-5" 4555# _ 12645# MODULAR GARAGE o I 1'44 1 12645# 12645 Ic---------------� / \ I I/ \ 12645# 1'44 1 —100 PORTAL J J �3 N 0 ARC �T ti C) NO.952852 co CORNVILLE ARIZONA (TH OF MPSSPG�J ro Q p z O N w w Q p c-.) -.4- co ilk � N N E>0- ro4o) cn 3 Lr) U -.4- 00 J U o X Of ~ rn 0 UD ILL. _ w � O O oO w �� � a� w = N V) � M U ) Cl) co J I- W Lo 00 _ a� o✓ Lli LJ�N �o a� (n U M W U Q O Q J W ®® jCL (nw U0 O m oo Cf) —i W L 0--- ro W 5 U(D:E Ar m N �W�-� � � N of �_J_Jr—�� 00z0�z(zp 0Ow II w w(/)a0U�Ld QNv,Q O U�LL 0 p� (n— w r m MIN 35001b TIE DOWN DEVICE EMBEDDED INTO CONCRETE & NAILED INTO FRAMING-SIMPSON STHD14 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 19i-nn 51 (3) 2x12 x 1 V-9" HEADER - __ SIMPSON CS20 STRAP I W/ (7) 8d NAILS EACH i I END (10001b MIN) MIN 3/8" THICKNESS WOOD i i STRUCTURALPANEL SHEATHING -------------------------------- -------------------------------- 1 /J 9'4' 11'-4 TT-100 PORTAL WALL DETAIL SHEATH THIS SIDE FASTEN KING STUD TO HEADER WITH [6116d SINKER NAILS MIN 1000# HOLD-DOWN CENTERED @ BOTTOM OF HEADER INSTALLED ON BACKSIDE BLOCK SPLICES IN SHEATHING. SPLICES MUST OCCUR WITHIN 24" OF MID HEIGHT. SHEAR WALL DESIGN: 2018 WFCM (ENGINEERED METHOD) SERIAL # 22200 NOTES LOCATION Main House Floor: 2 2nd Floor 5, 7, 9, or 12 enter 1, 2, or 3 enter any ht up to 12' floor plan wall lengths well lengths less openings loads based on roof pitch, roof span, and wind speed } load based on above & story enter 436, 590, 730, 1080 or 1360 if NG, inc. shear well strength input from floorplan USE PERFORATED WALLS if NG, inc. shear wall strength DESIGN CRITERIA Wind Speed (Vult) 140 mph Roof pitch (on 12) 5 Number of Stories Braced 1 Wall Height (ft) 8 Exposure Category C Exposure Factor 1.4 SHEAR WALL SPECIFICATIONS lWall Strength (plf) Ply 1-side Ply 2-side 7/16" WSP with 1/2" Gypsum [Per Table 3.17D] Min. Segment Ratio (to 1) 3.5 Min. Segment Length (ft) 2.29 6" Edge Nailing 4" Edge Nailing 3" Edge Nailing 436 N/A 590 1080 1 7301 1360 SEGMENTED (TYPE 1) SHEAR WALL DESIGN Load Parallel to ridge Load Perpendicular to ridge Building Elevation Front Rear Left Right Length of Wall - Lwall (ft) 52 52 26 26 Effective Length of Full Height Sheathing - Lfh (ft) 31.2 13.1 11.25 Unit Lateral Load for Roof (Ibs) [Per Table 2.56&A] 145.6 135.8 135.8 Unit Lateral Load for Floor (Ibs) [Per Table 2.56&A] 277 307 307 Total Shear Wall Load per Side (Ibs) 1893 3531 3531 Required Shear Wall Strength (plf) 61 270 314 Provided Shear Wall Strength (pIl) 436 590 1080 Wall Height Adjustment [Per Footnote 2] 1.000 1.000 1.000 OK OK OK HolddownCapacity(Ibs) - Segmented Walls 2nd Floor 485 2156 2511 Perimeter Shear and Uplift Between Holddown (plf) 61 270 314 Perimter Shear Nailing on centers for 16d nails- Toenailed 30 7 6 No 8d nails in each end of 1 1/4" steel straps @ 48" o.c. 2 9 10 No 8d nails in each end of 1 1/4" steel straps @ 32" o.c. 2 6 7 PERFORATED (TYPE II) SHEAR WALL DESIGN arallel Load Perpendicular Maximum Opening Height (ft) 5.7 5.7 5.7 Percent Full Height Sheathing 0.60 0.50 0.43 Provided Shear Wall Strength (plf) 436 590 1080 Adjusted Shearwall Value For Perforated Walls 241 274 430 OK OK OK HOLDDOWN CAPACITY (Ibs) - Perforated Walls 2nd Floor 809 4280 5803 Perimeter Shear and Uplift Between Holddown (pll) 102 535 726 Perimter Shear Nailing on centers for 16d nails- Toenailed 18 4 3 No 8d nails in each end of 1 1/4" steel straps @ 48" o.c. 4 17 23 No 8d nails in each end of 1 1/4" steel straps @ 16" o.c. 2 6 8 SHEAR WALL DESIGN: 2018 WFCM (ENGINEERED METHOD) SERIAL # 22200 NOTES LOCATION Main House Floor: 1 1st Floor 5, 7, 9, or 12 enter 1, 2, or 3 enter any ht up to 12' Includes Bumpout Front Wall floor plan wall lengths well lengths less openings loads based on roof pitch, roof span, and wind speed } load based on above & story enter 436, 590, 730, 1080 or 1360 if NG, inc. shear wall strength input from floor plan if NG, inc, shear wall strength DESIGN CRITERIA Wind Speed (Volt) 140 Exposure Category C Exposure Factor 1.4 mph Roof pitch (on 12) 5 Number of Stories Braced 2 Wall Height (ft) 9 SHEAR WALL SPECIFICATIONS Wall Strength (plf) Ply 1-side Ply 2-side 7116" WSP with 1/2" Gypsum [Per Table 3.17D] Min. Segment Ratio (to 1) 3.5 Min. Segment Length (ft) 2.57 6" Edge Nailing 4" Edge Nailing 3" Edge Nailing 436 N/A 590 1080 730 1360 SEGMENTED (TYPE 1) SHEAR WALL DESIGN Load Parallel to ridge Load Perpendic r t0 ridge Building Elevation Front Rear Left Right Length of Wall - Lwall (ft) 52 52 26 26 Effective Length of Full Height Sheathing - U`h (ft) 24.2 25.4 2 17.02 Unit Lateral Load for Roof (Ibs) [Per Table 2.56&A] 145.6 145.6 35.8 135.8 Unit Lateral Load for Floor (Ibs) [Per Table 2.5B&A] 277 277 307 307 Total Shear Wall Load per Side (Ibs) 5496 6279 11502 11502 Required Shear Wall Strength (plf) 256 278 599 760 Provided Shear Wall Strength (plf) 730 730 1 1080 1080 Wall Height Adjustment [Per Footnote 2] 1.125 1,125 1.125 1.125 OK OK OK OK HolddownCapacity(Ibs) - Segmented Walls 1st Floor 2300 2503 5392 6843 Perimeter Shear and Uplift Between Holddown (plf 228 248 533 676 Perimter Shear Nailing on centers for 16d nails- Toenailed 8 8 4 3 No 8d nails in each end of 1 114" steel straps @ 48" o.c. 8 8 17 22 No 8d nails in each end of 1 1/4" steel straps @ 32" o.c. 5 6 12 15 HolddownCapacity(Ibs) - Segmented Walls - Both 2591 29881 7548 12645 PERFORATED (TYPE II) SHEAR WALL DESIGN Load Parallel Load Perpendicular Maximum Opening Height (ft) 6.7 6.7 4.7 Percent Full Height Sheathing 0.47 0.49 0.83 Provided Shear Wall Strength (plf) 730 730 1080 Adjusted Shearwall Value For Perforated Walls 313 329 826 OK OK OK HOLDDOWNCAPACITY(Ibs) - Perforated Walls 1st Floor 4392 4555 5769 Perimeter Shear and Uplift Between Holddown (p10 489 507 641 Perimter Shear Nailing on centers for 16d nails- Toenailed 4 4 3 No 8d nails in each end of 1 1/4" steel straps @ 48" o.c. 16 16 21 No Bd nails in each end of 1 1/4" steel straps @ 16" o.c. 6 6 7 HOLDDOWNCAPACITY(Ibs) - Perforated Walls - Total 46841 5364 "" 26'-0" ~ LL_ _ LJ 9'-0 7/8" 4'-7 3/4" 71 3856# 1545# LO Co KITCHEN OD I M I I 00 I I I I I O I I I I I I I 0 I � I O � I � I � I N 3 56# 1545# m BUMP -OUT REAR 0 I - T- ERONT 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-590plf EDGE NAILS: 8d COMMON NAILS ® 4"o.c. ® SHEAR WALL-730pif EDGE NAILS: 8d COMMON NAILS ® 3"o.c. ® SHEAR WALL-1080plf EDGE NAILS: 8d NAILS ® 4"o.c. PLYWOOD BOTH SIDE OF STUD WALL SHEAR WALL-737p1f PORTAL FRAME FASTENED PER DETAIL o LOAD (Ibs) HOLDDOWN LOCATION AND REQUIRED LOAD (BY B/P-U.O.N) U Q RED glyCyZT R. Wg4T FO j' _ter; / y... NO. 952852 CORNVILLE W ARIZONA 0� o�` a rH OF MPSSPG�J OLi " O H Q Q � N 0 O O Z Z Z 0 O Z W J 5 _ 2 O U [if W 0� (n a_ J C)-.4-00 C14 N � N r O (D F_/\ LO V Q 00 J U ^V` 0 0 Z3 u U _ Z (n :2 C LLI Of C) p (if Q v O W O =O U7 Elf I N 00 U11-1 W ; [LLLJ � ^ � a) 1 Ld C) v � M: oQJ U � J LLJ ®® (n LLJ O V) I-�0LLJ ®® U"1_ WJ� rq w (.0 AV m N J _J Q�y Ln r- 0 :E z0 Ow II V) �a Zp ODf w� QN v� Q 0 LL_ 0 � o t- fn � 0- SEE PAGES 2, 3A, 3B, 3W & 8 FOR ADDITIONAL FASTENING REQUIREMENTS CS20 STRAP W/(3) 8d NAILS EACH END (3)12d NAILS ® 16"O.C. 12 R49 INSULATION 12 [MINIMUM] BY BUILDER MMH8 STRAP TRUSS PLATE 0 PEAK CONT RIDGE VENT 18 in'/LF FASTEN RAFTER PLATES TO RAFTER PEAK TOP CHORDS WITH (2)12ds C. (3)12ds TOENAILED [TYPICAL] (2)12d NAILS HANGER LU26 HANGER SIMPSON H2.5A ®RAFTER TAILS [MINIMUM] INSULATION MINIMUM BY BUILDER FASTEN WALL PLATES TO RAFTERS WITH 12ds 0 6" O.C. (2) RAFTERS 0 EACH END OF DORMER OPENING R34 OPEN CELL (AIR IMPERMEABLE) INSULATION BY WMH 2x10 RAFTERS 0 24"O.C. —` 16d TOE -NAILED ® 16"o.c. (2)12d TOE -NAILED ® 16"O.C. 12d NAILS TOE -NAILED 0 6"O.C.- 2x6 PT SILL PLATE - (SUPPLIED & INSTALLED BY B/P) R32 FIBERGLASS INSULATION TO COMPLY W/ENERGY CODE (INSTALLED BY BLDR W/VAPOR BARRIER TO WARM SIDE) M 0 0 0 0a w I= :D co a � M � Z I o Mi M 0 0 0 0a w I= co j 0 Z I o i �¢ CS20 STRAP W/(3) 8d NAILS EACH END FASTEN 2x6 RAFTER PLATE TO 2x4 SPF #2 RAFTERS WITH (2)12ds FASTEN 2x6 RAFTER PLATE TO 2x6 SPF #2 RAFTER PEAK TOP CHORDS WITH (2)12ds (2)12d NAILS 0 12"O.C.- (3)12d NAILS 0 16"O.C.- R49 INSULATION [MINIMUM] BY BUILDER MMH8 STRAP 2x6 LEDGER FASTENED TO EACH - WALL STUD W/(2) 16d NAILS LU26 HANGER- 2x10 RAFTERS 024"O.C. - (2)12d TOE -NAILED 0 16-O.C.- MMH8 STRAP 12 12 F 00 9" n io 9" LO _ SUPPORTS & STAIRS BY BUILDER TRUSS PLATE 12 4 F— LU26 TYP MARRIAGE WALL ?1i3 [2] SPF #3 TOP PLATES x3 SPF #3 ® 12" O.C.(1st FLR) 20 SPF #3 0 16" O.C.(2nd FLR) 1/2" AGENCY RATED SHTG. MAT.SIDE 1/2" GWB INTERIOR SIDE 20 SPF #3 SOLE PLATE CS20 STRAP WA3) 8d NAILS EACH END (3)12d NAILS 0 16"O.C. MMH8 STRAP PRE ENGINEERED & CERTIFIED ROOF TRUSS DESIGN 0 24"O.C. TYP ROOF 15 30 YR SELF-SEALING FIBERGLASS SHINGLES OVER 15# ROOFING FELT OVER 5/8" AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY TO EAVES FOR ICE SHIELD MMH8 STRAP r r ��2x6 SUB -FASCIA 5/8" CEILING GWB FASCIA BY BUILDER SOFFIT BY BUILER 0 (2)12d NAILS 0 16-O.C. 00 LU26 HANGER (TYPICAL) R12 RIGID FOAM INSULATION R34 OPEN CELL (AIR IN FLOOR PERIMETER IMPERMEABLE) BATT (PERIMETER INSULATION BY WMH N210EILI G MH19f 5/8" CEILING GWB--" I- AGENCY RATED SHTG. e i TYP SUB -FLOORING 3/4" o 0 a a J J a a �o �0 a, o o, o r0 0 M V) 2) 12ds INSTALL 2x4 BRACING ACROSS TOP OF BEAM & BTW KNEEWALLS FOR ALL .I. 1U210 CLEAR SPAN MICROLAMS 14" & TALLER % - - ROOF CLEAR SPAN DETAIL 2x10 RAFTERS 0 16"O.C. ANGLE BRACKET ® EACH SIDE OF RAFTER w/ 1/2" DIAMETER BOLT THRU RAFTER (2) 4"x 3/8' BOLTS TO TOP PLATE (2)12d TOE -NAILED 0 16"O.C. TYP EXTERIOR WALL [2] 2x6 SPF #3 TOP PLATES 2x6 SPF #3 0 16" OC STUDS 2x6, SPF #2 SOLE PLATE 1/2" GWB INTERIOR SIDE R21 INSULATION WITH VAPOR BARRIER R6.5 RIGID INSULATION [1"THICK] 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE WEATHER - PROTECTIVE BARRIER SIDING BY BUILDER F U W I13- Z Q CL 0 it A&C/' Q \ NO. 952852 CORNVILLE W �2i NA 5� a Oy��gC ARIZrH OF M''SPG�J P �r 3�; =' sJ {• O OLLJ r7 C14 0) O F_ Q (0Fw O Q co _ 0 N IN O 6 CS20 STRAP W/(3) 8d z = NAILS EACH END o (3)12d NAILS ® 16-O.C. z o U w = MMH8 STRAP Q 0 W U 12 PRE ENGINEERED & CERTIFIED �5 ROOF TRUSS DESIGN 0 24"O.C. Ld a TYP INTERIOR WALL [2] 2x4 SPF #3 TOP PLATES 2x4 SPF #3 @16" O.C. STUDS 2x4 SPF #3 SOLE PLATE 1/2" GWB BOTH SIDES R32 INSULATION W/VAPOR BARRIER BY WMH 5/8" TYPE 'C' CEILING GWB-X BUILDER REQUESTED R20 OPEN CELL (AIR IMPERMEABLE) INSULATION BY WMH 5/8" TYPE 'X' WALL GWB 16d COMMONS 5/8" TYPE 'X' WALL GWB TTML06"aG _LDF MODULAR GARAGE / BEDROOM 3 DORMER T 8d COMMONS J II PERIMETER BEAM DETAIL II PERIMETER BEAM w% 2x1O SPF /2' PLY. #2 EACH MODULE 1/2"0 BOLT & NUT & WASHER ® 32" O.C. FLOORS, 48" CLG/ROOF STEEL PLATE & LAG BOLTS BY B/P LALLY COLUMN MMH8 STRAP (2)12d NAILS O 16-O.C. PLATE TO HOUSE (2)12d NAILS O 16-O.C. PEAK TO PLATE -CS20 STRAP W/(3) 8d NAILS EACH END (3)12d NAILS 0 16-O.C. -MMH8 STRAP PRE ENGINEERED & CERTIFIED ROOF TRUSS DESIGN 0 24"O.C. 12 R38 OPEN CELL (AIR IMPERMEABLE) INSULATION BY WMH H8 STRAP SHIP LOOSE HEADER WINDOW & DOOR HEADERS TYPICAL SEE PLANS FOR LOCATIONS AND SIZES J U -It 00 rn _ Lfi � I Zc2 to C 43.) cV r� 0 E�00 r � O � ' ` 3LO U =z M Q 00 00 J C) v X Fz-^ z cn w O O 0 00U C) W �-pO �a oCn � oz I Q ~ J c � W J f ^ C) ROOF TRUSSES OR FLOOR CEILING W v , s/� � °�° ASSEMBLY ABOVE TOE -NAILED TO W � � Q) TOP PLATES W/10d's 0 6"O.C. BEAM IN MODULAR C:) (n N M ~ ASSEMBLY - SEE PLANS (n O O SIMPSON MMH8 STRAP BETWEEN LLI ♦- Q W BEAM &HEADER (INSTALLED BY B/P) J U TOP PLATE SPLICE & O -I LiJ ®® COMPRESSION STRIP Q c j B/P TO STRAP HEADER TO JACK STUDS z > (n W li w/ (5) 8d x NAILS STEEL STRAPS Cn 0 O ®® w/ (5) 8d NAILS EA END U r 1 Ld (f) [1 CL v (4) 8d TOE -NAILED EA SIDE [502.3(1)] Q � � � L J SHIPPED LOOSE HEADER -SEE PLANS z m U CD � (2) 2x6 SPF#2 Q m N CDJACK STUDS AS PART OF W a W i MODULAR CONSTRUCTION w "� N I �CD<U) zCi CD II W zQ OQILL] 0 w� �� i�i QCD (� � �� � �<N �r-3 no, n" I > N > > w N N WC 3"D LAV 1 1 /2"D LAV 1 /2"D O J of LL- w 0 N 0O w � �w w 0 0 Z v N N O N At ----- DRAIN BY B/P DRAIN BY WMH VENT BY B/P VENT BY WMH DWV DIAGRAMWC LAV LAV SHOWER KIT SUPPLY DIAGRAM STUB SINK DW WC LAV WASHER VIEW 'A' - NTS PIPES VIEW `A' - NTS D = DRAIN ¢ i 1 2" FL = FLOOR LINE V= VENT I I I I I I I YP FV = FUTURE VENT i I I I I I I ¢ = 1 /2SHUT OFF VALVE SP = STAND PIPE FL I I I I I I COLD DW = DISH WASHER I I I I I I I ------ - HOT WC = WATER CLOSET I I I I I I I FC = FIELD CONNECTION BY B/P B/P = BUILDER/PURCHASER U I:2 U W N 1 d a �rFtED Al2C ti 0 JA R WA4 O F , I� NO.952852 CORNVILLE ARIZONA 0� �A�TH OF MPSSPG�J O T- 11111111 � o z Z Z O O Z W J > _ C 0 w U Of O Of w fy_ V) w C) rn 00 c- Lo (D I N CD I E O CD � ` 1 O 3 L0 o U =zt M W Q Ld 00 L N `/ U of H Z X l O 1r1 LLI 0 p U Q ww w O (n =va) 0 0) -i T _ M - CV Q `vl in g M W -� � Q) 00 _� c � ® 00 LW JLL ^ a0i ono �c� � LLII— � `I� 0n wUQ O _j�� C ®® z � (7) LLJ ®® �0o Q w o W J o � �w c0 ., z M. a LLJ >- a- � N �I r- W 0 0 c)— ZQ ~ � Ow 0� w�Y, �( Ln II �� V) wO aN J � CD Ln (n D O�� U LL_ o c � cn .- a U Z W _ U PFS Corporation Northeast Region Z O APPROVED U W 3/30/23 V) Approval limited t z Factory Built Portion Ix 5 0" � WC ��EREO ARc o 2"V FROM Sp 1ST FL TUB/SH 3,�V Q ��C� QPJ�R Wq�T�P BOA BEDROOM 2 FAMILY ROOM 11/2D '✓�'`85 1 1 /L"V 1 1 /2��D � �� � ��NO 952852 CO 1 1 /2 V CORNVILLE W 2i0 ARIZONA J0 WASHER WASHER a 2��q�7H OF MPSSPG� PAN "DREP /J2„ 3"D TO BEDROOM 3 1 1 /2"V 1ST FLr.�,/� O 2", 3YPVC 3"RADON BSMT-ATTIC O r� O " 1-0 Ld O Q \ Q o O N . C° SHOWER N z 2"D o 0 I I __ z F O -�-� rr-- J > > _ VAL ER I I I I aui II II � II 1 1/2"D OFFICE J N 1 1 /2 V _ N 'e N Y LAV �`.I ®_ ®�' CO 1 1 /2"D co 3 Wc 1 1/2 "V 3""D �0 of a �� Z 00 1 1 /2"V N 00 a> U �x 3"D TO 2"D TO � o 1ST FL . 1ST FL ------------------ Li o p O o Lij Of Q Z O W (� U >- W W —� O 10'-0" 20'-0" 10'-0" 12'-0" �_ o 71 a- F n O Q) Q � l� Q�0000 52'-0" ~ J c� W TO MAIN TO MAIN C) �-- rn 00 TO MAIN VENT VENT > ROOF IW _ TH VENT of r�N �H-N �o aD > �U(nO rnH LL- � SHOWER TUB/SHO >u) LLJ W ~ Q O > > _ LAV LAV WC STUB LAV WC STUB WASHER N� O i W Z ®® 2N SHOWER PIPES PIPES > w ZCf) WJ 2 D I I PANSHER PREP WASHER TUB/SHO N > O LJLJ ®® 2"D W/ 2 1 1 /2 D � a ����� Cl� ff LAV TYP I I I TYP I I I TRAP SEAL �r=' '� .- Q o W -J LAV 1 1/2"D I I I I I ( '� mot. LAV WC O �, 1 1 2"p I I�� , �p�` 1 1 /2'D 3"D Z m WC FL FL ,- 1-- --�-- -- -J 1-- -- --1-- -J `~ypr'r Q CN 3»D i ---- i ---- ~ � JJ a- > 0 cV of (/) u I I o0—�QW w� Ln `- 13/4" 13/4"LLJ 0 � z 0 CD I I 1 SDT FL TO 1ST FL 3"D TO W N (n Li z O cn F- Q �Ln I TYP I TYP Q cn Q- c b w wl 1ST FL v �� o� o - V) a LEGEND O PANEL BOX 110V DUPLEX RECEPTICAL 110V DUPLEX RECEPTICAL - SPLIT WIRED 220V RECEPTICAL f0 WALL LIGHT CEILING LIGHT SURFACE MOUNTED v CEILING FAN do LIGHT F CEILING FAN 0 RECESSED CEILING LIGHT(RATED FOR WET AREAS) sa SWITCH, SINGLE POLE s4" SWITCH, THREE WAY i4` SWITCH, FOUR WAY FL FANLIGHT FIXTURE FAN/UGHT/NIGHT LIGHT CEILING UNIT FAN/UGHT/HEAT CEILING UNIT RANGE/HOOD FIXTURE ® SPECIAL PURPOSE CONNECTION ® JUNCTION BOX ® AC/OC SMOKE/CARBON MONOXIDE DETECTOR so AC/OC SMOKE DETECTOR O BELL ® DOOR BELL BUTTON Q TELEPHONE OUTLET flit TELEVISION CABLE OUTLET ®� THERMOSTAT ®� VACUUM SYSTEM OUTLET 7� FLOOD LIGHTS 0 0 I N WHO CIRCUIT DIRECTORY NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. 1 4 8-4 BASE OVEN(GFI) KIT COUNT(AFI) 12-2 20 2 3 KIT COUNT, KITCHEN(AFI) 12-2 20 4 5 20 12-2 REFRIGERATOR(AFI) GL-KITCHEN(AFI) 14-2 15 6 7 15 14-2 GL-LAUNDRY,1/2 BATH(AFI) GARAGE(AFI) 12-2 20 8 9 15 14-2 GL-DINING,GARAGE(AFI) DINING ROOM(AFI) 12-2 20 10 11 15 14-2 GL-MSTR BATH,G/R(AFI) GL-M. BDRM & BATH(AFI) 14-2 15 12 13 15 14-2 GL-MSTR BDRM(AFI) GL-G/R,SD CO(AFI) 14-2 15 14 15 15 14-2 GL-G/R,ENTRY(AFI) GL-BDRM 2(AFI) 14-2 15 16 17 15 14-2 GL-F/R,BATH (AFI) GL-F/R AFI 14-2 15 18 19 15 14-2 GL-BDRM 2(AFI) GL-BDRM 2 BATH(AFI) 14-2 15 20 21 15 14-2 GL-OFFICE(AFI) GL-BDRM 2,HALL(AFI) 14-2 15 22 23 20 12-2 WINE COOLER(AFI) 1ST FL. DRYER(GFI) 10-4 3p 24 25 20 12-2 1ST FL. WASHER(AFI) 1 26 27 3p 10-4 2ND FL. DRYER(GFI) 2ND FL. WASHER(AFI) 12-2 20 28 29 1 BATH GFI'S(AFI) 12-2 20 30 31 20 12-2 DISHWASHER(AFI) 32 33 34 35 36 37 FOR FUTURE SOLAR ELECTRIC EV READY 38 39 40 O/S144� a 13 P12- 12 J � 2' 11 1/2" \ I I \ I I \ I I I I 13 � I I S/L F�1 I I C�ltla MSTR BD � I 1 14 / I 13/ L---------------� 13 13 P13 \ e) - - � .2'-1 1 1/2" 14'-0" THE BUILDER IS RESPONSIBLE TO PROVIDE/INSTALL AN HRV OR ERV SYSTEM PER ALL APPLICABLE CODES 11 _ - ---fig-- - - - - - - - - - -- 1 10 I I I I [cc I ' I D NG I I I I // 4�TRAY F 1 II I LS/L TOLIGHGREA9 g (�J BY BLDR / Iw I� JI m I I TO TRAYg I � la LIGHTS-- -- --- ! ( �o U BY BLDR - � - 1 I --J P1V (owo DAT�U-L___---_ -- 1?X oJ0 11 wQ T (11 NwJ� — ®r 1 P15 =rUNDER JLANDINC I I � I I m 15 I I �4_ I S I ` 14 S/L TO BSMY _ I 9 TO TRAY ICE IAFFCE �I LIGHTS I \ \ BY BLDR Y- 24 TO 2N 4 J I FL LIGI� ,\ 14 15, 14 ® - - 5�j \1 \ 26'-0" RANGE HOOD WIRE & 18/3 \ WIRE UNDER EXT. R.O. DROPPED TO BASEMENT 2 4 2, 4 24,26 � GFI 1 0 104 1 0 J- P 2 7 - R WIRE 7 ®31 7\ \ Y 25 6 / �/ /6 H ONLY KITCHEN- / \\ 7 EB - 6 6 6 / 7 2 1 00 / P30 \ 1 -8 1 6'-6" - - - - 6'-6" 3' / I / P7 5 _�� 7 5'-10" -/ TO 2ND FLR & - / / / / BSMNT SD F 7 a 7 L BO- CFM TO PORCH \\ EB EB , D_ EB 114 _�" LI HTS BY BLDR �g \ m /6/ --6 - _1 _6 P7i�\ I i a - - E P6 5.•I0` No O � Im %Of 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 TO PORCH LIGHTS BY BLDR 12'-0" 14'-0„ 52'-0" \ I -14 HD 8� B BLDR MOQU /AR ARAGE 0 2"CONDUIT/ PFUTURE SOLAR] - - 8 / l 9 / I / og` 8---/ GFI - - - - - - - - - - - - - - - I \x� I CD 14 12'-0" *DROP LIGHT SWITCHES 16' 9* 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 B/P PER [23 NEC 230.85] * SURGE PROTECTION ON SITE, BY B/P PER [23 NEC 230.67] * ti VVg4Tc�p 0 NO.952852 co O CORNVILLE ARIZONA 5� Fq<TH OF MPSSP O N Fw-- 0 H � N o � o z O z z O z0 Y J U > w _ U W 0_ U) 0 J U ­* 00 I cD N Zo Cn I CN ®— .-. 3 � o U =z-,t �yLLI W a J U 00 0 c � ~ x m 0 7 w F- O w Of -� s O O 0 0 0' a w U} " O cn Lu00) O 0_ ~ l lr (1-1 t_ = N Q i/3 M 00 W J - C Ln J I- U rn >LW� wp�N ^ � a1i00 �o a� LLJ (/) 0 o M t- J0� LLJ J [L • ®® Z > (r) LLJ �— ®® o ��o Q w cn�� o W J v ��� z m (iJJr N o f (� �OLLJ ZLLI w �� wW w Q� O o 0 LL_ �OLlj v��QN en^� d Z W PFS Z Corporation 0 Northeast Region DECK APPROVED W BY BLDR 3/30/23 Z_ Approval limited to Factory (gilt Portion Q 52 0" 0 Ix wp \ 16 -------- o ------ — — — — — 4'-4 1/2 18 2" 80-10�FM 3 1 /F OE � EFtED A!?C 9 N 19 \ \ 19 DAT N \\� / 17 80-1F0 FM / L`16 \ ��SP �R. 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