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Home My WebLink About38024-Z GENERAL NOTES: �d7Ja- '�13*� �� ADDRESSES: Pro Built Homes THIRD PARTY APPROVAL AGENCY: PFS CORP. PrOBUilt Homes MI INDUSTRIAL CIRCLE MIFFLINTOWN, PA 17059 877 SKATETOWN RD.BLOOMSBURG, PA 17815 ��/��1 ) BUILDER: NY SPECIALTY BUILDER, LLC PH: 570-847-8396 33 925 LINCOLN AVE SUITE 10 FAX: 570-847-5961 HO ROK NY 11741 LABEL LOCATIONS: PFS, STATE LABELS & concepts to reality SITE LOCATION: L DATA PLATE @KITCHEN SINK 365 W Prasuilv. 365 ESTWOOD LANE SOUTHOLD, NY 11971 bi DESIGN CRITERIA: NOTES: Hamea MW THESE DRAWINGS ARE THE PROPERTY OF W 2 CONST. TYPE: 5b - UNPROTECTED WOOD FRAME MANUFACTURER, (HEREIN AFTER REFERRED TOO O AS MANF.) AND SHALL NOT BE REPRODUCED OR o_ USE GROUP: R3 COPIED WITHOUT AUTHORIZATION. M I MANUFACTURER WILL BE CONSIDERED AS A OCCUPANCY: ONE FAMILY DWELLING SUB-CONTRACTOR IN ALL BUILDING PROJECTS SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER, ALL NOTES w a e MODELS: Two STORY WITH REFERENCE TO "IN FIELD", "ON SITE", OR DING # DRAWING INDEX "BY BUILDER" ARE PERTAINING TO THE vraMnMertamae < STORIES ABOVE FOUNDATION: 2 RESPONSIBILITIES OF THE GENERAL CONTRACTOR. m°"° °q a b 1 COVER SHEET � d.,"'° °,.. .. `..m.' /NOzt-al-drP /Mszi O m THESE DRAWING IN THIS SUBSET SHOULD BE - HEIGHT ABOVE FOUNDATION: 25'-6" SCALED FOR DIMENSIONAL REFERENCE. ALL GENERAL NOTES 1 DIMENSION LINES AND NOTES SUPERCEDE ANY 2 �t .. SPECIAL USE CONDITIONS, BUILDING SETBACKS , ZONING REOUIRMENTS,AND FIRE RATINGS REQUIRED SUCH REFERENCE. - PROVISIONS, LIMITATIONS: ARE THE RESPONSIBILITY OF THE BUILDER/ DEVELOPER 3A-313 FLOOR PLANS DUPLICATE OF STAMP AS PER TWO UNITS MAY BE JOINED TOGETHER TO FORM A DUPLEX SECTION 1209.5(F) THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HR U.L. off^ RATED CONSTRUCTION AS REQ. BY STATE CODES 4A-4B ELECTRICAL PLAN STATE APPROVAL STAMPS J�f m _ cEluNc JOlsis: STORAGE - LIVEDEA LOAD LOA = 20 PSF SA FOUNDATION ow Q6� DEAD LOAD = 10 PSF OR aCivaL WEIGHT BUILDINGS TO CONFORM WITH THE CRITERIA FOR SOF NEWY n� < d FLOORS: NON-SLEEPING AREAS - LIVE LOAD = 40 PSF THE DESIGN OF RESIDENTIAL BLDG. 5B FOUNDATION DETAILS �q?`J\OE etLLrp�s`O,Q� 9�m 0. RESIDENTIAL BUILDING SHALL CONTAIN op F� * �Z . SLEEPING AREAS - LIVE LOAD = 30 PSF NO MORE THAN TWO DWELLING UNITS DEAD LOAD = 10 PSF OR ACTUAL WEIGHT Q b. NOT MORE THAN 6000 SQ. FT. IN GROSS 6A-6D ELEVATIONS m l w WIND LOAD: FLOOR AREA FOR TYPE 5b CONSTRUCTION z c x 20 MPH - 3 SECOND GUST EXPSOURE 'C' c. NOT TO EXCEED THREE STORIES IN HEIGHT SEISMIC. CATEGORY C BUILDERS NOTES: 7A-7B CROSS SECTION ° 625 Vol 1. IT IS MANDATORY FOR THE BUILDER TO 7C-7E CROSS SECTION DETAILS 03/29r2013 a as COMPLETE THIS HOME IN COMPLIANCE W3oo y` n SNOW LOAD: 20 LB. HEIGHT ABOVE SEA LEVEL = 40 FT WITH ANY LOCAL OR STATE ENERGY FIRE PROTECTION SYSTEM: SMOKE ALARMS AS PER STATE CODES CONSERVATION REQUIREMENTS. ADDITIONAL 8A-8C HEAT LOSS LAYOUT ARCHITECT SEAL FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS III) SITE WORK MAY BE: BUT NOT LIMITED T0: CARBON MONOXIDE ALARMS ADDED PER SECTION 1225.2 0. FLOOR INSULATION-CRAWL SPACE 9A-9B SCHEDULES L7?' b. FOUNDATION WALL INSULATION-BASEMENT HEATING SYSTEMS: FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON-SITE ACCORDING OR CRAWL SPACE TO ALL STATE AND LOCAL CODES. c. PERIMETER INSULATION-SLABS 10A-101FBRACEDLLSd. INSULATION-PIPING EXPOSED TO ON9476 UNCONDITIONED SPACES THE ABOVE MUST INDIVIDUALUDED Sp TT 3315 BE ACCOMPLISHED WITHIN STATE ANDLOCAL CODE REQUIREMENTS. sun NY2 BUILDER RESPONSIBLE TO FILE THE REQUIRED NDIVIDUANCLUDED "Two STORY CERTIFICATION FORMS WITH THE LOCAL M"L VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 60 CFM ELECTRIC UTILITY PRIOR TO OBTAINING uu OR LARGER DUE TO AREA PERMANENT ELECTRIC SERVICE. COVER SHEET KITCHEN RANGE FXHAUST FAN TO PROVIDE AN AIR EXCHANGE BUILDERS CODES: OF 100 CFM SEE FLOOR PLAN- 1 GENERAL NOM: 29. PROJECTING WNOOWS(IE. BOW,BAY, ETC. ) MAY BE SHIPPED LOOSE ANO INSTALLED BY OTHERS ON SITE. I. MODULES h COMPLETE HOUSE MAY VARY IN SIZE 10 TO 16 FEET N WIDTH AND 10 TO 76 FEET IN 30. SAFETY GLAZING( TEMPERED CUSS ) REQUIRED IN THE FOLLOWING LOCATIONS: LENGTH,AND NOT MORE THAN 2 S70RIE5 W HEIGHT ABOVE GRADE. MODULES MAY BE FLIPPED. MIRRORED 30A. GLAZINGINSWNgNG DOORS EXCEPT JALOUSIES - - OR ROTATED IN ANY DIRECTION. ( SEE INDIVIDUAL FLOOR PLAN ) 308. GLAZING IN FIXED AND AIDING PANELS OF "NG DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 2. THE NUMBER OF MODULES IN A OWEWNG UNIT MAY VARY. ( SEE PAGES}3F ) 30C. GLAZING IN STORM DOORS 3. MANUFACTURER MAY RELOCATE, AND/OR OMIT, AND/OR ADD DORRIS OR NNDOWS PROVIDING IT IS IN 3OD. GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS OR TUBS.UNLESS THE BOTTOM EDGE OF CONFORMANCE TO EGRESS. LIGHT, VENTI ADON, ENERGY, BRACED WALL, AND UNTEL REQUIREMENTS. THE GLAZING IS MORE THAN 60' ABOVE THE STANDING SURFACE. 4. INDIVIDUAL COMPONENTS IN WHOLE. SUCH AS STRUCTURAL SYSTEMS, LIVING ROOMS. DINING ROOMS. FAMILY ROOMS 30E. GLAZING WITHIN A N'RADIUS OF A DOOR PANEL EDGE AND LESS THAN 60' ABOVE THE DENS, STAIRWELLS, BATHS, KITCHENS, GARAGES, CARPORTS, ETC. MAY BE INTEGRATED WITH ANY FLOOR RAN. WALKING SURFACE. 5. ATTACHED OR INTEGRATED GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA WITH 30F. GLAZING ADJACENT TO STARS, LANDINGS, § RAMPS WITHIN 36' HORIZONTALLY O A NOT LESS THAN 5/8' TYPE 'X' GYPSUM BOARD APPLIED TO THE GARAGE SIDE AND 1/2' TYPE 'X' GYPSUM WALKING SURFACE IE LESS THAN 60' ABOVE WALKING SURFACE. I ON THE OTHER SIDE. GARAGES BENEATH HABITABLE SPACES SHALL BE SEPERATED FROM ALL HABITABLE ROOMS 30G, GLAZING ADJACTED TO STARS WITHIN 60' OF BOTTOM TREADS h LESS THAN 60' ABOVE NTH NOT LESS THAN 5/8' TYPE 'X' GYPSUM BOARD OR EOUIVALENT. WHEN THE SEPARATION IS A FLOOR-CEIUNG WALKING SURFACE. ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8' 30H. GLAZING N AN WDIYIWAL FIXED OR OPERABLE PANEL (MUST MEET ALL O THE FOLLOWING): Ln GYPSUM BOARD OR EQUIVALENT. 30H.1. INDIVIDUAL PANE GREATER MAN 9 SQUARE FEET 6. CLOSETS MAY BE OMITTED BY CUSTOMER REQUEST. 30H.2. BOTTOM EDGE OF GLAZING LESS MAN 18' ABOVE FLOOR W 30H.3. TOP EDGE GREATER MAN 36' ABOVE FLOOR c 7. HAB17ABLE ROOM SIZES SHALL BE MINIMUM FLOOR AREA OF 70 S0. FT. WITH A MINIMUM HORIZONTAL 3CH.4. ONE OR MORE WALKING SURFACES CUMIN 36' HORIZONTALLY OF THE GLZAING c DIMENSION OF 7 FEET AND AT LEAST ONE HABITABLE SPACE WITH A MINIMUM FLOOR AREA OF 120 SO. FT. O 31. ANY SAWN LUMBER OR STRUCTURAL GLUE-LAMINATED TIMERS THAT ARE EXPOSED 10 WEATHER MUST 8. SPACES MEETING MINIMUM HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH HABITABLE SPACE BE PRESSURE TREATED. 0_ REQUIREMENTS FOR MINIMUM LIGHT, VENT, AND EGRESS. ( SEE PG 15 FOR REQUIREMENTS) - 32. WHERE LEDGERS ARE REWIRED, A MINIMUM 212 LEDGER MUST USED. OR A JHANGERS IN 9. ME MAIN EXIT DOOR MUST BE A MINIMUM OF 3'-0' x 6'-B' ( WMA CLEAR OPENING OF 3Y ) AND STALL PLACE O LEDGER. SEE APPROVED CALLS MANUAL TO VERIFY LEE FASTENING. SIZE AND FASTENING. BE SIDE HINGED. 33. ALL STAIRWELLS USED AS A COMMON SET O STARS FOR MORE MAN ONE DWELLING MUST HAVE A 10, EXTERIOR DOORS SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT AVAILABLE. EXCEPTION MINIMUM FIRE RATING OF 1 HOURS AND STC RATING OF 45. STORM-SCREEN DOORS ARE PERMITTED TO SWING OVER STEPS. SEE RCNYS SECTION R311 FOR ADDITIONAL ENTRY STEPS AND LARDING INFO. 34. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALLE BE SUCH THAT A C SPHERE CANNOT a C PASS THROUGH. 11. ALL NOTES PERTAINING TO 'IN FIELD' OR 'ON SITE' ARE BUILDER/CONTRACTOR RESPONSIBILITIES. 35. THE MAXIMUM SLOPE FOR ANY ACCESS RAMP SHALL BE 1:8. a ro 12. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING IS COMPLETED, KITCHEN AND/OR BATH CABINETS ARE TO BE INSTALLED PER 36. ANY DECK, PORCH, RAMP, OR STEPS, REACHING A HEIGHT GREATER MAN 30' ABOVE THE FLOOR z APPROVED PRINTS, INCLUDING ELECTRICAL h PLUMBING OR GRADE ARE REOUIRED TO HAVE WARDS AT LEAST 36' ABOVE THE WALKING SURFACE. Hoa. .31 N 13. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED ON SITE BY OTHERS. 37. POWER RANGE HOODS AND FANS ARE TO BE EXTERIOR VENTING TYPE WHEN POSSIBLE. THE RANO a MOOD MAY BE OMITTED OR A RE-CIRCULATING HOOD(100 OM MINIMUM) MAY BE USED IF NATURAL w 14. INSULATED ATTIC ACCESS TO BE 22' A 30' MINIMUM CLOSABLE. WEATHER-STRICPPED AND INSULATED VENTILATION REQUIREMENTS ARE PROVIDED. ..x ( PER NI102.2.3 ). OPENING LOCATED IN HALLWAY OR OTHER ACCESSIBLE LOCATION. � 38. CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE W COMPLIANCE WITH ENERGY C) 15. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SEEPING NOON, OUTSIDE IN THE IMMEDIATE CVICINITYARBON O CONSERVATIONS CONSTRUCTION CODE. ALL JOINTS, CONNECTIONS. AND PENETRATIONS BETWEEN ME BEDROOMS, AND ON EACH ADDITIONAL STORY LING DWELLING, INCLUDING BASEMENTS. A CARBON CONDITIONED SPACE AND UNCONDITIONED OR OUTSIDE SPACE MUST BE SEALED. MONOXIDE DETECTOR IS REQUIRED ON ME LOWEST LIVING LEVEL THAT INCLUDES AEPPINC AREAS OR MAY ¢ � HAVE A CO SOURCE. 39. ONLY CEMENT, FIRE-CEMENT, AND GLASS MAT GYPSUM BACKERS SHALL BE USED AS BACKER ON TILED TUB AND SHOWER WALL. NO GREEN BOARD GYPSUM SHALL BE PERMITTED. 16. WASHING MACHINE CIRCUIT AND ELECTRIC WATER HEATER ARE LOCATED IN THE BASMENT, UTILITY ALCOVE �J> m�• OR IN UTILITY ROOM, LAUNDRY ROOM. OR CLOSETS. 40. MINIMUM FLAME SPREAD CLASSIFICATION O ALL FINISH MATERIALS SHALL HAVE A RATING O LESS THAT 200. Or N� � <a 17. FUEL-BRED WATER HEATERS, APPLIANCES, OR ANY HEAT PRODUCING EQUIPMENT IN ENCLOSED SPACES SHALL 4L RESERVED "OIC _J BE INSTALLED IN COMPLIANCE NTH THE LISTED MANUFACTUREER INSTRUCTIONS. AND ALL STATE AND LOCAL CODES. 42. FOR FASTENING SCHEDULES AND REQUIREMENTS SEE PG. 18. (L()f NFr N L) FUEL-FIRED WATER HEATERS LOCATED IN A BATHROOM, BEDROOM, OR STORAGE CLOSET SHALL BE INSTALLED IN ALu SEATED ENCLOSURE SO THAT NO COMBUSTION AIR WELL BE TAKEN FROM ME LIVING SPACE ( RCNY$ 62406.2 43. FOR INFORMATIONS NOT SHOWN OR SPECIFIED IN THIS SET O DRAWINGS, REFER TO THE y'<P`QT•�ELLT.TAy,� �,p�" Xq' EXCEPTION 5 ). DIRECT VENT WATER HEATERS ARE NOT REWIRED TO BE EXCLOSED ( RCNYS 62406.2 EXCEPTION I ). QUALITY ASSURANCE MANUAL W op `�Q�p` * 2!z 18. GAS FIREPLACES MUST HAVE AUTO-IGNITION, THERMAL VENT DAMPER, AND TIGHT FITTING GASKETED GLASS 44, WHEN CLOTHES DRYER SPACE IS PROVIDED, AN EXHAUST SYSTEM SHALL BE PROVIDED EITHER BY R DOORS. ALL COMBUSTION AR FOR WOOD BURNING FIREPLACES SHALL COME FROM THE OUTSIDE. FACTORY OR ON SITE BY OTHERS PER M1502.4.6. m I W w 19. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS, WALLS, AND CEILINGS SHALL HAVE SUCH 45. VERTICAL EGRESS MUST BE PROVIDED FOR HABITABLE ATTICS AND BASEMENTS PER SECTION 8311.4. Z�F w OPENINGS FNRESTOPPED PER R602.8 O THE RCNYS. 46, APPIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPARL AND REPLACEMENT WITHOUT REMOVING O 00Ni28� 41r� 3 20.HOES, OPENINGS, AN ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION O EQUIPMENT MAY BE PERMANENT CONSTRUCTION. OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE O N*b IN o COMPLETED IN FIELD. IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY O THE STRUCTURE. APPLIANCE BE INSPECTED, SERVICED, REPAIRED, OR REPLACED. ALL LEVEL WORKING SPACE AT LEAST 30 .. m. DEEP AND 307 IDE SHALL BE PROVIDED IN FRONT O THE CONTROL SIDE TO SERVICE AN APPLIANCE. 21. ALL PIPING AND DUCTWORK IN UNHEATED SPACES IS TO BE INSULATED IN COMPLIANCE NTH ENERGY INSTALLATION O ROOM HEATERS SHALL BE PERMITTED NTH AT LEAST AND 18' WORKING SPACE. QV2f72p3 w M III! CONSERVATION CONSTRUCTION AND THE NATIONAL ELECTRICAL COO. p PLATFORM SHALL NOT DE REWIRED FOR ROOM HEATERS k w i 22. COMBUSTION AIR SUPPLIED FROM EXTERIOR, UNLESS PERMITEO ELSEWHERE BY CODE. ¢8 9 O. CATEGORY IV CONDENSING APPLIANCES ARE REWIRED TO BE EQUIPPED WITH AN AUXILIARY ORAN PAN UNLESS rn 23.ROOF COVERINGS SHALL BE LISTED AS CLASS 'C OR BETTER THE APPLIANCE WILL SHUT DOWN IN ME EVENT O A STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM. � I 3 24,RODE SHINGLES ARE FACTORY INSTAIIED, EXCEPT AT RIDGE AND HINGE POINTS O RODE AND DORMER AREAS. SHINGLES FOR THOSE AREAS ARE FACTORY FURNINSHED BUT FIELD INSTALLED BY OTHERS, ry +h n cA SHINGLES MAY BE ENTIRELY FURNISHED BY OTHERS AND FIELD INSTALLED. n s 25. STEEL ROOFING MAY BE INSTALLED IN PLACE O ROOF SHINGLES AND SHALT BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. F� ON9476 26. ATTIC VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPTION ME AREA MAY BE REDUCED TO 1/300 - MERE AT LEAST SOR AND NO MORE THAN 608 OF THE pn_ 3315 VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE STATE NY TO BE VENTILATED- AT LEAST 3 Fl. ABOVE LAVE OR CORNICE VENTS NTH THE BALANCE OF THE 1YTWp STORY VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. MORN 27. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE O RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY pAvgr VENTILATION OPENINGS PROTECTED AGAINST RAN AND SNOW, AND COVERS NTH CORROSION RESISTANT GENERAL MESH WTH 1/8 MINIMUM TO 1/4' MAXIMUM OPENINGS. NOTES N@ 28.APPROVES WATER RESISTIVE BARRIER REWIRED UNDER ALL SIDING TYPES. BARRIER SNAIL BE L INSTALLED HORIZONTALLY NTH 2' MINIMUM UPPER LAYER OVERLAP OVER LOWER LAYER. 4'_0• 5'-10 1/1" IJ'-11• 16'-8 1/2' 9'-6. T NW"T MIA mAm.STATE 1AEu,R.O. 84 1 •.36 1/4" R.0 39'x82• 24210N-OH ams uen LCCAM (3)CLCA2430 CLSPOR3068 CLSPDR6068 CLSPDR3068 3/OFS-21 e7'-0' 4•-0" •.b + IVAN 0,z o u RA5]0 cm 19'-2 1/2' Cm yy'Y �, RNpl 0.1AB of 6'-0• 6'-6' T-6" - O SY a5)a BP SPACE ncs _ RNSF 1 g w y sE Rox P 6R Awn. A- a 3 RMh o 2856EM-DH HDR 0 66 5/8 AFF .i T_=___ 11'-0• $ , _ Be 3/OFS-21 BATH#3 -n MCI'IEN 5A'm Y 95s a Ill ID1MMW1 OMIT COUNTERTOPS R Ly PNEL BO o d RN15 i i D }'-D• m S W o m 5/16-a1E1R SONO SINK CAg o ° d aad ----- • 3'-0• cc • 514 1:41 a Q L i 4 CRe CR9. • i uWei .� O e VOIDER R q 4 a go } 96 o m /2 ---- . _ ]6'9'4110, RagIRWB. . I1 _. _ _ - m x "e • fie\ g 7A 2A QO m� 2•_ ma RAISE CABINETS 3/i 3C �• 110-1 2f y y(_ d ¢ sna•c9fOO eo.Ao Sn6'RxdT 9oum YM STFn a; �� CI oJo load dNIDd 1 PERUNIT t �• >:- 1 .41IDE Lam, LIVING ROOM �W e I LAYER 5/8• TW GYP '%" ON CLG �� =S NI 16 n 2-h4 5Fin a. 1-M SrtEi goo, m '-$ INSTALLED PERPINDUCULAR TO FRAMING i�l- dtl e ROSE LWY .LOT.MY r____, }• 6• i r - mEw'Kab ____________________ _ MT14 60 COATED NAILS 6. O.C. _____ i L mw R[bb ca1Rw REaID 1Y �-� EM m1'E Ema wr r-.•gtt Ex tERRK 9RaR .A� ( equiv. drywall Sam me acceptable )1 SEM°' lA 2A 11/)' n 1/fold ac A nu Gw 1 in••111/R'.lxd ' , B INSU�Tj GARAGE CF,I�INC---i--- $ OSt 1A PO ---- (1)ud xNF LRa M. (2)Exd xAJ iO �v � � F 4'-0• 3-0`91 12 ------------17-0----------- e e m n w1 I'-f SECT LM 0,11,6 9NRA 0,A wT (1)EACH NAIf RWB fd ac a wxa cm 1 1 x 1 fnf ^' PAN. S61rtR _ R'. 5 .R75 ry � .� EMM YE0. ())E.101 NNf w r k_ _____________________- € 3--l- 404.73 38.7 SOFT. R RD. n 38.78 VENT RE'D. a 19.39 VENT REO'D. e GARAGE -1 5� V m.00 ucHi PROVO u� m _ 4 51.88 VENT PROYD. 5 al SUFFICIENT LIGHT k VENT PROVIDED. b m C] U a Q a 470 SOFT. ffi STORAGE DINING ROOM �� m FOYER Q m r o O 0,b s C 206.67 SOFT of ROOM $ 3y a 3'-6' - EL 8 B' 4)w;;J'-0' 16.53 LIGHT REO'D. 3 „ 4 <w E §' �= 8.27 VENT REOO. w _ ac (BUILDER TO VERIFY THAT __ 2140 LIGHT PROVD. ° m' VEHICLE WILL FIT IN GARAGE) E; N uRE 1220 VENT PROVO. y o Q m WY Y8 sr g, 2. 8. SUFFICIENT LIGHT A VENT PROVIDED. W CCS NH. 18'-7 ]/<• ed.m sal 5'-0' w1Ee1c ' ry c :9� U �� 5A'IWE-x m } E� 16•-0' 4 ____ n 27'-I' ' w0, CEO 3/6 MS-21 #Z 2856EM-DH 2856(M-DH 2856EM-DH R.O. 44.82 1/4" •11" • 2856EM-DH 2856 M-DH 2856 DH 6'-0" I 0'-0' 6'-0• t C-6' I 8'-Y I 72'-1' I 12'-� - 8'-2 I 4'-6• I W Z 0, 3> >33 W W -„M O 0,)Y NEWYORK aa� a 2010 Residential Code of New York State NOTES: 2008 National Electrical Code OF NE a 1.2x 6 EXT.WALLS @ 16" O.C./2x 4MARR.WALLS 16"O.C. Energy Conservation Construction Code of NYS-2010 Edition4� B)LLF W)0 # 2. 9'-0" CLG HT. (8'-0"GARAGE CLG FLT) g'�PJpE �4SR 3. 2x10 SPF#2 FLOORIOISTS @ 16-O.C. + OPtj CSA 4. PLYGEM/MW DOUBLE HUNG WINDOWS(NFRC CERTIFIED) GBG's THRU-OUT .- a E2 5. SITE LOCATION: SUFFOLK COUNTY, SOUTHOLD ,NY /SNOW LOAD: 20 PSF (DESIGNED TO 45 PSF] P W FTTE ON9476 6. 120 MPH WIND LOAD Z s ? D1 301.1- 3315 7. ALLSEISWINDOWSC ZONE: B �O 086250 t�2 FIAM NY 8. ALL WINDOWS TO HAVE A MIN.DP RATING OF 30. O s 9. 11"x2"CUT-OUT FOR TOE KICK REGISTER,2 1/4'k12"GRANF' w Y IN TOE KICK TWO STORY 10.®-SYMBOL FOR HVAC SUPPLY,(#411)R.O.45110"w/6"BOOTS MIDI 11. TRIM CASING 3/4"ON ALL IST FLOOR UNLESS NOTED OTHERWISE ON29/2013 12. BUILDER IS RESPONSIBLE FOR PROVIDING AN APPROPRIATE mH FLOOR SIZED HEATING SYSTEM TO ACCOMMODATE A 97,000 BTU LOSS Pte, 13. BUILDER RESPONSIBLE TO PROVIDE FLOOR INSULATION OFR- 19PER RESCHECK _ �� 70'-1" 20'-0" 50'-0" VAULTED CEILING i-0" 6'-6" 9'-0" II'-1 1/2" 9'-101/2" 6'-0" T-6" 2421OM-DH 2852M-DH 2421OM-DH 2421OM-DH 2852M-DH 2852M-DH T- 9'-0' 5'-10� BURGER TO SPECIFY WHAT SN4-11 B WOm PLUMBING PIPE SIZES ARE NEEDED w.t - - c q' � C rWY Is M4 1 IN xR evert. 6-0" 8-0" 6'-0' " _ � • 2852M-DH 2852M-DH Q N BATH#2 STUDY tl b E 5/16 w,r RbIO m Im uWW ave ' e awux oo '/'- is MWARoa BEDROOM N B DR 0 76" AFF 18'-7 1/1" HDR 0 76" AFF 2.6 w W15 IOJ.BB SOFT. of ROOM 3I\ 1/2- RN15 w RNIS ___________ ______ __________________ __ 0 8.31 LIGHT RWD. I 3 rnll cAalc t/r 150.50 SOFT. of R u+ P W LW R[RW m aE nwsl aeM ro E sRW R169RG - 5/16•(>bIr B ID 12.04 UGHT REO'D. _ m O 3-1 1/r.M t/e m-o' 1-1 try or.w-0'LM A ORell FOR 3 0 .90 LENT REO'D. 2u a rtOw _ 10.90 LIGHT PROVD. 1.02 LENT REOD. � 231 s 21.80 LIGHT PROVO. 5.80 LENT PROUD. „ 2• Ry uyW 5/4. 4•_11• 4-1 1/2 11.60 LENT PROYD x • CJ Y E fFICIENi LIGHT& LENT PRON06B _____ 2/6 0 Q _ Q� }'-4' -- SUFFICIENT LIGH1 8 LENT PRONGED. i L1N. 3'-6" 4/0 C C •i Q SrwAO AREA iPW 2/s 1 2/6 mN = yjs>, y 1N 1/2 meG 1 0 5_�___ _______l o nr avxc 5/r s/R o�egi� �____ ____________ ----------------------------- __________ __ E I o RAl WRR sra I -+' 5-101/2" __ S-10" .3. iy 3 V I .' I n"25 t/r.5.lrrl . L 11Y CAWIG S/: Cwt1•-:scr� 2-z..� _______ ____ NO DRYWALL ON WALLS ----- 6A 191 wl Rmuml R2 r E (NO ELECTRIC) 4/0 2/6 2/6 EM1 ROLL 2/5 5/0 �$q f■ tltl �N o •I 15 4'-71/2" 3_1• 4•-6 6•-0" EW fL00R ORDER x STORAGE Lw MOOR QUER N 36 ST SO.fT. of ROOM ' __ t�%r.� E�21 O O x 19.18 LIGHT REO'D. Ex naw f1gR 11)EACH xNF s/a (I)EMI IINF 1 a o o q 14.59 VENT REO'D. 1 112'.9 V:.16'-5' g h)EMI xsF ,� m _ r _ 65.40 LIGHT PROVO. (3)EAw HAM L99PL off n _ 34.80 LENT PROVD. STAIR 5 �N UFRCIENT LIGHT& LENT PROVIDED. o' s ¢ Lx OFAM ro a: x - _- -------- ---- 1'' "' 1"R= ---------------- - BEDROOM#1 BEDROOM#2 BEDROOM#3 Q , 233.31 SOFT. of ROOM i _ -J IAIIam a WING W 2'w 2016.5 SOFT. 01 RD, 140.47 SOFT. R RD. 18.66 LIGHT REO'D. ^ J _ tolclEnan w xRs WA Avp 16.53 LIGHT REO'D. It 24 LIGHT REO'D. j 9.33 VENT REOD. C] +15u.R11w OF ROOF FW04 _ 8.27 LENT REO'D. 5 62 LENT REO'D. <a W To o m R-M TEINN RACING 21.80 LIGHT PROUD. 21.80 LIGHT PROVD. 3'-0" 32.70 LIGHT PROVD. I U EXT.WALLS BUILT TO T-0'HIGH 11.60 VENT PROVD. 11.60 LENT PROUD. 0 17.40 LENT PROVD. SUFFICIENT LIGHT & VENT PROVIDED. SUFFICIENT LIGHT & LENT PROVIDED. SUFFICIENT LIGHT & LENT FRONDED. W i �P w� Cr 6M 4" RRIST K.10'6Enw _OWF 115-61/ 1-11/2.1C.m-0 Lw S-0t 3 Q ¢m v d HDR-0-76-'-AFF HOR O 7fi" AFF _N m RZ 2852M-DH 2852M-DH 2852M-1)1-1 2852M-DH 2852M-DH 2852M-DH 2852M-OH 2852M-DH 6-0 8-0 T- 6_0 4_6 8_1 8_2 I S-4* 8_2 I_ 8 2" 4 6 _ w .e x3ii w w NEW YORK i 2010 Residential Code ofNew York Stale 3 _ •� 2008 National Electrical Code a= n Energy Consavation Construction Codc ofNYS-2010 Edition i m k i *,OF NE4yy ry 1 'ESP�4�$1�NOiP 09 - U F a A Q NOTES: �, i ; Fns ON9476 1. 2x 6 EXT.WALLS @ 16" O.C./2x 4MARR.WALLS 16"O.C. RPS j C7 sp2i }}75 2 8'-0" CLG HT. 088250 tit STAID NY 3. 2x 10 SPF#2 FLOORJOISTS @ 16-O.C. 4 N4� ry 7W0 STORY 4. ROOF SYSTEM TO BE 16"O.C. Mao62: 5. PLYGEM/MW DOUBLE HUNG WINDOWS(NFRC CERTIFIED) GBG's THRU-OUT 03/29/20111 6. SYMBOL FOR HVAC CEILING DIFFUSER,(#16)R.O.6"DLA.,WITH DAMPER(#12) wAvaR¢ 7. ®-SYMBOL FOR HVAC CEILING DIFFUSER,(#16)R.O.8"DIA.,WITH DAMPER(#12) SECOND FLOOR PLAN �` 3B TD. ra Ci N. ED 2M M SPORT — wNT MW ___________HkIOR YOMr per IME AMTTDN , NWI DbY(R MNgE EIIO DROP 5-Y oc"Nil U i mDM 2M DR :--, O .ADk EOR ff, • cT D ET OCTci CT ft[c 0110P D d-Sill LT BM �S ; ______ a� G m OFI Til T , ® ■.Arw w M FCR CRI }2-roxOOR O •- _ ______ a-SiR m R[CEPr ENT ERDM D.O M , ' W Ci - ^' ------------------------------------ MNrR (2)r[OgRR ' n __�--------------- 4 __O i , Pwf1 BEA t0 BAri 1 ! - • CT� - r BATH#3 gg � ) J 4 2 ° � 8 KITCHEN w `I fFl 4 ; , ® SOON r L------------ ,l Lr w-:�I D „ ' I9E - ----- "------ ' ti _ { ___________________, g , � D , I r , ; rr "D mw z�$ �� 2A' ------------- 4 , u $� _ml �.M i W F -j,�•L4 wR[6 Bm rm tH[ ' Gil BOLOERY iMA1011 ---,'! ' wr ' 1 I »rnwaD �S L ' r $3 4 � TER LAwi r______i ' tst_DgEgbB ---------------------------- 4 ___ _ , --------- ----- ----------------------------------- , , , I , I , -------- ------- ------• DYYER r I I ; LIVING ROOM ^� PIAL-wRE ME T p r _______ l yCR DwNER -L g38 3 ----- rel d 0 H iECY - n wRl a BCA /L NE Til LttM BR'S rANH1 �aEb ---------------------------- GARAGE _ DININGROOM ' FOYER N s- T ^< aLOIYr -K&RBDx rm i _____ - _____________ wRE s BM rm ME MAD r Q rAN z 9' e R's rM/llal nvi JJ tY R-D• n $ 9'p --- k - - , , cc - �$, „ L_____________�'"4 L___ n U s3 3 cn -„ ;3 M. fFl ® n ------- „ w m �CL y CHIVE BIITLON �Z TA MRAI 59Aa raf T P{A$1CR5 Z W W O - I 11 kkwk,k� n STANDARD ELECTRIC(DIMENSIONS TO CENTER) ,3 W8 3 -AE®IS®ISAf•F QM -PIIONEBITAFF 01 -VAMI'Y GM AEfflISQ3B'AFF O � � .ISMOH VAlOIT Ofl AECRPI3B«'AFF iV -N®Ir AFF Or r� � m (AAS®p26RO.OM SaLM'IL� OO -T3TAT®,iT wFT yam`!_ F -IRANGe)9oVAE0TB�AFF T'Tg •IJOHTMReu UtwFF r�{`4QEBILl11(rQ O,p W -IDAYAR)LOV AECFIrq MAPF J �� S .s .YBARERM➢le ® .IOP AT IM'AFF w �. f�� _ "' d � Q � y ® (See Fl.00R PIAN FOR i@IOHt) oV rurm, -NPAFF r n MAXIMUM WIRES IN 2"COUNDUTT -s,NlroreswsrAFF -r'RANSFoeueR®BYAFF C7cc s (6)#12 GAUGE/(S)#14 GAUGEcc me ry DN9476 IYFDIU.PODF,MOIDR SwrIpFB 6T AFF * m ` µ• 'l. -ewRAces,NTFLTIesex•AFF ®-WME THRU GB.eTIAFF CC' (AASeD OH Y DROPBF]gW SAIMTE) LOW VOLTAGE LINES IN SEPERATE CONDUIT -�.exrFxlow ucwreuAPF ET -coDHTARTCP HTe«•APF NFO 088250 �? 34s�s- 3315 TATE: NY z008 NEC NOTE (SEE ACTUAL PLAN FOR ALL SPECIAL REQUEST) O NPS T 7yy0 STORY I. ALL RECEPTS TO BE TAMPER PROOF PER THE 2008 NEC uDDn 2. ARC FAULT INTERRUPTER CIRCUITS REQUIRED PER SECTION 210.12 OF THE 2008 NEC 03/29/2813 AREAS UNCLUDE:DENS,BEDROOMS,SUNROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR AREAS (DEDICATED APPLIANCES,WHIRLPOOLS,AND BATHROOMS ARE EXCLUDED) 1ST FLOOR 3. ALL HEAT TO BE EITHER ON-SITE BY BUILDER PER ALL APPLICABLE CODES I ELEfRICAL OR HOT-WATER BASEBOARD HEAT BY PROBUR.T setrr. 4A TO Wx FOR CDN ro ISM swig r----------------I ,UpS FOR , M-4h It BN1 j.mem Fm L- -- ------------- -------------------- ----- ---------- ----------------------------------------------0 rem Fa a-4h nA.Nr a-41E 4wnwNt qFAIS DI q q CM-4R FOR BNI Ir mePH 71r_S CQS nG'i OROP TO e4O gj O O WO EDROOM#4 e 1•R, ` ) BATH#2 STUDY -- -- , ----o Q PH n n `- --- ----------- - — -- r 1A � 3 n �sy _ tH � v" iu }1 - m t _ N URC a em fa THE Ln Anf a am FD+mf BATH#1 .~ D=nfA's FAx/wlr W o ___ BJXDERY iAXAIDIi locC r-i Ts L s I LIN. ox � A � i A ] 6 o r- I I'_______� j____� I Q I IOM Uml I ® ________________________ ® ___ _—_ �_j_�L1D�__ I i f____________________ r_____�_ a. ________________ --------- NO ________NO DRYWALL ON WALLS I ____ d 5D tSDw 5] (NO ELECTRIC) * �d c 8 R STORAGE `-----'-' � "• 3��" URF a FCR mE TV �qq DAOfR fJUA)GfT y CC S a, dA WS FAX t ry BEDROOM#2 UK a NX FOR WAA> er L _____ URE a BOM Fdt IME URE a Bm FORM BIIIIDFR's f,WAlgt bFi B' 7 n IIIAWRS FANAODN ry e 9-G .- 2 k= ao, BEDROOM#1 ' ' BEDROOM#3 W W M-�-J ry JJN W = ooN co er PH , w„2 PX PHS ry mZ 2 W J a w Via."aa "W c kk kk� n STANDARD ELECTRIC(DIMENSIONS TO CENTER) � =� -AECEPTSe1r.OT pn -PFM]NEotrA OF NE _^'__ m -vwNFrrcFT AEfYIIS®MAFF .(� -_ _ar xFDx vANm cFI AEoars®wwFF Qry -Ivesz,>r•R /�� F.1alUfNb�� g 7 ZL u (BASPDONVDORBFlO MXPO TE) OT TSTAT®6T AFF ! 41 y -IAANOE)3IDV RECEPf®fAFF 94R .LAiM MRQN51?AFF (, .( Z� '� S W -IDAYEA)]LIV AEC£PI®WAFT ® -N,� P• _ Q' ® (ME F1 l Y1.W FUR HEIMIf) rno- .q AFF �h-a••-j w me ON9476 o.N (D 4 $ _R�Tmt`E`fPoo�i n�oroA swnoieaz AFF �k -TRANSFOAAmRenwFF 7N� SPFL 3315 -OARAOEsWDCHFSow. ®.tY1pE lNRD CAB.�IPAFF O Og8250 t`� AMIE NY (MSEDONVDROPMU) SW.MAIE) Q 2008 NEC NOTE - .ExFERtoR uetFr e�tv AFs of -enuNrERrorerr®wAFF O NP'y tt TWO STORY 1. ALL RECEPTS TO BE TAMPER PROOF PER THE 2008 NEC (SEE ACTUAL PLAN FOR ALL SPECIAL.REOUEST) 2. ARC FAULT INTERRUPTER CIRCUITS REQUIRED PER SECTION 210.12 OF THE 2008e3/29/2013B NEC DRAUmD AREAS UNCLUDE DENS,BEDROOMS,SUNROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR AREAS 2ND FLOOR (DEDICATED APPLIANCES,WHIRLPOOLS,AND BATHROOMS ARE EXCLUDED) EL.ETRICAL 3. ALL HEAT TO BE EITHER ON-SITE BY BUILDER PER ALL APPLICABLE CODES SHEET. A D OR HOT-WATER BASEBOARD HEAT BY PROBUILT 4B ** DOUBLE SILL PLATE REQUIRED ** 70-1' 50•-0, 20'-1' 15'-11 3/1' 4'-1• 4' 10'-10 3/4- Y-2 1/2- FY111ImA»asWA71. / FLOOR IIrNSAPE DH51GIlED WfIII MA%DM1M WALLTDO]E60FC-IS BUILDER)S A(ifPDNRDIF'1O DEIF.RHME FOOTplOANDALLAFQUAFA@VS ff WALL FJ[OE®SIPM506NT SlADLS NAYEAFPEC118U. i ~ •FOIMUAl1ON DEV ON At SHOWN ISOMYSUGGFSi1VEACDNN.PMNImSLpN — « Z DFSION SNALL BE RASm ON LIX.U..WLLNNDRptB N HOLD LOWER51 51 m DON�aF1noR� W m OO D o -- �ADDITIONAL 11,130LB '_ 46'-7' 36'-5" 17' e' POINT LOAD "I LWI MD /DD 1 cm" eDDl LUD mLIRM o Iww ollLNsw x l D NaD w0lsal x a. 3'-5' S'-I' S'-1' 1-8' 5 '-5' S"-1' S'-4' 2014 PLF- 2014 PLF r-- 2014 PLP r--2014 PLF- 20 r--� 4 PLY r---1 2014 PLF r---1 752 PLF r---1 752 PLF ADDITIONAL 5,842 LB — I I - POINT LOAD I JJ I I I I r L__J L__J JL__J L_6J L_ S�"0 L__J L__J L__J 4 DCFisDo�S,lge ,S'3 YEPAUMPLIG®£NDFS 5C' ,Q3A w 10' 'UNEXCAVATED' a a ¢o �- J Z cr m e i a z tS �6m o C4� 1U N i o p}} a �Z 70'-1" w w M o 3Yd m33 `� a�Swbe l ew,eek o i Ot I V, • BUILDER IS RESPONSIBLE TO PROVIDE AND INSTALL A FLAT SILL PLATE WITH � _=_ } v A SILL SEALER THAT PRODUCES ADEQUATE DRAFT STOPPING 4M 0• B • THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY Bi PMeb FaaWBm Be51 -1�A4'yn.WeW lale) 9 nJ ] Ot e Cmletlbn-61e_t and • FOUNDATION DESIGN AS SHOWN IS ONLY SUGGESTIVE.ACTUAL FOUNDATION 2 175 qi splel RIL ON9476 DESIGN SHALL BE BASED ON LOCAL SOB.CONDITIONS. 0 • OF kLER AND/OR BUILDER-ERECTOR IS RESPONSIBLE FOR COMPLETE a 5•PYk b FalneeSm $QT_ 3315 FOUNDATION.TO INCLUDE ANCHORS,WATERPROOFING,DRAIN SYSTEM, C cbbev.9oD-ke? NIWSeLMt VA AND CONCRETE SLAB. V SIAM NV • zse,ns.snny l?F.mv 11TE MANUFACTURER WILL NOT ASSUME ANY RFSPONIBB.1'fY IF BU1LDER/DEAI.ERK)WNER c 318p11sk*V0 SRp WFaedsmn eoilVmM+R1e•wn+luel,ewl 028n0C 119 TWO STORY EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. caneDbn.Yne_A W4 ROeD.: 9 1M pe IpW 1n.,Mmin..Wr,paM • MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. 318 pe aeaep rwne wlnry lz Men, oeAWD+a ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED(AGAIISTTHE FLOORPLAN 0 5•PYW b FaugRbn 0 28 n oc "BUILDER COPY-)BY THE BUILDER/DEALER PRIOR TO FOUNDATION CONSTUCDON. LL CaneObn i a and Bos NAwwn+new.s®a neq 27C FOUNDATION • 2M P9 uplift lnn era�,a...,nr,.a+•4 PLAN TO THE START O ALE SMUSTTRUC CONTACT MANUFACTURER WTI'H ANY DISCREPANCIES PRIOR �"F" 5A TO THE START OF CONSTRUCTION. THIS DRAWING IS FOR THE LOCATION OF SITE SUPPLIED AND HOLD DOWNS CAPABLE OF SUPPORTING THE LOADS GIVEN ( 11 LOCATIONS MAIN HOUSE ) ( 9 LOCATIONS AT HOUSE ) 111,413 ANCHOR BOLTS 30' O.C. THIS WALL " Polumwnoxwwu - 1'I.ODRnAIdA�el)etl@1FD wrm 14AXWUY wAunDmamar.lz ^ Runner¢ roDereRemm l4)DTRp•SID)ALLRRDURt13ffMS J • VwALLQCE6�i lOH/SPIDRlI STARS WYBBAFF�IBn. 111.413 •PORmwnox DE9nx A49IOwx60MYSnO(ffiIIS'6ACIIW.IpINDAa(M _ N VoY3= A NCHOR BOBS 28'_O.C. THIS_WALL HOLD D LOWER ai r-�-_ARWD�JDl DlDfRlN-y9CDDv UD�InISiIS¢IF�IGwwrLN5m-_m1W.a+wD+-_m 1s�e�J Re rmAeRroesUt�n®°JBNoRlJn-x l.o/—rru.s-ma-AmW�Ltm-m—ro-tCaD6 W-�I_ r--� - r_--�-� _ r-o--xD�D•OS•SN9RR o— I . _ _ •0� - i- RmoJ� gE�az jW ONAL11,130L6--�ADDTTI POINT LOAD 46'-7' 36'-5" 17-8 .bLa0.uw J14,413 — NMI )WIND 3-5' S'-I' 5'-1' T'-B' 5,-5" 5'-4' 5'-4 8'-10' 8'-10' Ft-I 752PLF 114.413 eADDIT10NAL 5,842 LB - I o POINT LOAD I L__J L__J L__J L__J L---J L__J µ 1 M ° ANCHOR BOLTS 14 OC. THIS WALL 141u,nJ ' NEXCVAD'2 Mm 2UAT111113 ANCHOR BOLTS 12' QC. THIS WALL ¢ m Y(0=REE � F-5 z. Lf a ANCHOR BOLTS 28' O.C. THIS WALL ANCHOR BOLTS 30' 9. TH-S WALL m} 15208 Z /?56 J' ms�i W J 19-B 15/16• 49'-9 1/16- 0 70'-1" n 51 ** DOUBLE SILL PLATE REQUIRED m i ** ANCHOR BOLTS TO BE MIN . 112 w/ 2" WASHER ** 7 • BUILDER IS RESPONSIBLE TO PROVIDE AND INSTALL A FLAT SBI.PLATE WITH =_ A SII.SEALER THAT PRODUCES ADEQUATE DRAFT STOPPING ry s THIS FOUNDATION PIAN IS FOR DIMENSIONS ONLY4 W N P1�q°DB B41Nwn+�t?M Iwaymebk T7 31 Plek b FaYgeBm @,t n OC - I Cwnecum-f°e_I FOUNDATION DESIGN AS SHOWN IS ONLY SUGGESTIVE.ACTUAL FOUNDATION C 178 R°uFn 1'Dn Bitli ni1M1"'�""'e'ii° IRP ON9476 DESIGN SHALL BE BASED ON LOCAL SOI.CONDITIONS. u • DEALER AND/OR BUILDER-ERECTOR IS RESPONSIBLE FOR COMPLETE �* $0%W b Fq *W wn.: 3315 FOUAND CONCRETE SLAB. DE ANCHORS,WATERPROOFING,DRAIN SYSTEM, G Cwvpctlan �2 AnfJfw BaM s°ereR xkN Mein llo°S¢Urk_t 21A SNAIL NY AND CONCRETE SLAB. f.I '�iitli""�A. 2Rkoc TWO STORY e SlB pl ef6q z EXCEEDS MAXIMUM NOTASSUME PORTS SSHOW TY ON THISIDRAWI EN.ER/OWNER O SWPbkbFoun -A BwlAmmefnrwa�ea m.) 2I6 EXCEEDS MAXIMUM SPACMG OF SUPPORTS AS SHOWN ON THIS DRAWING. Calnectlan-ine A ane a 2R1pNPWt 1Rpe�n oe..w.,�ev+.e MANUFACTURER DIMENSIONS NORESPONSIBILITY BESCKED AND RORSVERIFIED IN THE CONS TRUCDO OF RPLAN FOUNDATION. 0 318 plYaip zganwn.ml¢Mn�w pwwpu ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VER]F�D(AGAINST TUE FLOORPIAN LL BW Pkk p FwSWRM .IA— lnra=mel Q 38.X 27C FOUNDATION BUILDER COPY')BY THE HUILDER/DEAI.ER PR]OR TO FOUNDATION CONSTUCITON. CwnxGRn-fpe B an8 2"R°°n4R trtkr.A mW.+w.nw�wew PLAN THEBUILDER/DEALERSTOFMN MUST CONTACT MANUFACTVREA WITH ANY DISCREPANCIES PRIOR 5�'!f. S B TO THE START OF CONSTRUCITON. RIOGEVENT J 'w mW 0° I l 9 d u ® ® Q7 e FAFH, o �y � 1 LLU wW_ cc m cc E:5.6 a oa FFF11— zW � _�� P ' J S w 'T�� =� MF no C o lot; m � n FRONT ELEVATION OFNE ADJUST ALL SIDING FOR DOUBLE SILL PLATE C�,tP,OSalLu�yQ n � fwL ON9476 �Oa 00,3250 �� sQ�.: 3315 O NPS' can NY "m NOTES: TWO STORY I. SEE TAMKO'S "WIND CAUTION" INSTRUCTIONS FOR ON-SITE SHINGLING INSTALLATION 03/29/2013 wou: 2. OVERHANGS AND EXTENSIONS MAY BE SHIPPED LOOSE FOR TANSPORTATION PURPOSES w�wur 3. FALL PROTECTION - IF THE BOTTOM OF THE WINDOW IS LESS THAN 24" TO THE FINISHED FLOOR AND GREATER THAN 6'-0" TO ELEVATION SOT TTL7OT D 7�T�7 _ ELEV. 40 THE FINISHED GRADE, THE BUILDER IS RESPONSIBLE TO PROVIDE AND INSTALL WINDOW GUARDS PER ALL APPLICABLE CODES (EXCLUDES CT & NY) V 1 i1 1. , 1N L 4. ALL SIDING ON SECOND FLOOR OF TWO STORIES IS SHIPLOOSE RLMWNT N W OO al dP U J r � ¢o n JJq C, m � V �P „ w J aa:aa� t; a ' REAR ELEVA110N ��pF NE1yy a ADJUST ALL SIDING FOR DOUBLE SILL PLATE AQ''p�9ILUpG �'D ^ t 777 � a st "_ view r � - Cf W Itf -1 lJ2 ruF ON9476 FOQ 086250 =T7 wn 3315 O tp4 PAM NY vm TWO STORY 03/27/2013 MooFL ORAWVY ELEVATION 6B RIOGEVENT RIOGENENT I J �In IBW 12 T20_ al Fr] a E m E H fJ ��11 c L U J J LLU LLU FM C o cl J al J f ¢W z [O s z FASTEN EACH CANTILEVERED FLOOR J FASTEN EACH CANTILEVERED FLOOR ¢v;g _ JOIST TO IST STORY CEILING RIM JOIST TO IST STORY CEILING RIM �wx J�� w/(1) H2 5A & (2) 0.131"0" TOENAILS w/(1) H25A k (2) 0.131.3' TOENAILS n18 U z.- c/)N m 0000 0 ❑❑ 00 ❑ ❑ ❑ ❑ z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m =�s , w 0000 0000 Do 0000 0000 0000 .y �S �3e73 rn LEFT SIDE ELEVATION RIGHT SIDE ELEVATION °B,NEw�o ADJUST ALL SIDING FOR DOUBLE SILL PLATE ADJUST ALL SIDING FOR DOUBLE SILL PLATE itajP BOE NQS .Q 3 r ry u D _ p 0- j I w ON9476 N , Fio OBP250 74�� spn.: 3315 O 14P�' STATE: NY E TWO STORY 03/29/2013 Ma DMwm. ELEVATION CONTINUOUS RIDGE VENT 2x6 RIDGE BOARD ROOF SHEATHING J SHINGLES w 12 �W 9. 00 KNEE WALL ICE BARRIER INSTALLED PER THE O 'AIR BAFFLE 2010 RESIDENTIAL CODE OF NY STATE 3:ALUM. DRIP EDGE R-311INSUL. w/ VAPOR BARRIE 2.6 SUB-FASCIA R TOWARD CONDITIONED SPACE RUM I 2.10 SPF /2 CEILING JOIST NAM 6' ALUM. FASCIA-�� 5/8'r3' COMPRESSION STRIP 2-2x4 TOP PLATE STUD GRADE 5/8' GYPSUM DOUBLE 2.6 TOP PLATE STUD GRADE OR BTR. 04ER ALL BEARING WALLS 7/16' RATED O.S.B. SHTG. VENTED VINYL SOFFIT 2x6 SPF STUD GRADE OR BTR. 0 16 O.C. 2%4 SPF STUD GRADE MARRIAGE R-21 KRAFT FACED FIBERGLASS BAITS. 6 m AIR / MOISTURE RESISTIVE BARRIER t WALLS 16" O.C. 1/2' GYPSUM z 1/2" DRYWALL •31 AMYL w SIDING DBL 2x10 SPF /2 PERIMETER BANDS e 3/4' T h G OSB. 2%1O SPFi2 FLOOR JOISTS 16' O.C. DBL 2x12 SPF /2 PERIMETER BANGS nGCO A161 C) M Wn m GAST 016 PC o 58'x3' COMPRESSION STRIP 2-2x4 TOP PLATE STUD GRADE DOUBLE 2x6 TOP PLATE STUD GRADE OR BTR. w OVER ALL BEARING WALLS 5/B' GYPSUM !F- Q p 7/ 16' RATED O.S.B. SHTG. WP 07}0 i= AIR / MOISTURE RESISTIVE BARRIER 2X6 SPF STUD GRADE OR BTR, 0 16' O.C. � � U S 2%4 SPF STUD GRADE MARRIAGE R-21 KRAFT FACED FIBERGLASS BATTS. w v WALLS 16' O.C. 1/2' GYPSUM P 1/2" DRYWALL � } VINYL Z SIDING DBL 2.10 SPF /2 PERIMETER BANDS w 2x10 SPF/2 FLOOR JOISTS }/4 T@ G O.S.B. 16' O.C. w 2.8 TREATED SILL PLATE (ON SITE BY OTHERS) � w 1.1[Gxt.LERfSR 1/1'Mn O N,O.C. 8' MIN R-19 INSULATION INSTALLED ON SITE 1/2" DIA ANCHOR BOLTS II OR APPROVED ANCHORSle w G STEEL COLUMN SEE FOUNDATION k o 0 0 eO 4-}/8'x4' LAG BOLTS PERY COLUMN (ON SITE BY OTHERS) PLAN FOR SPACING �(ON SITE BY BUILDER) m of NEty Y m aP gaILL o y ��0 •f, 1977 / CONC. FLOOR w q .[ ♦ -- S r P S LU y Y ms: r ON9476 4" GRAVEL BED FOOTING SIZES TO BE 6P46` =V spsc 3315 DETERMINED BY BUILDER O 01f4, PER ALL APPLICABLE CODES Cl Npv 6TAl£ NY TYI TWO STORY 03/29/2013 Moon: TWO STORY CROSS SECTION I*", CROSS SECTION W/ BASEMENT & RAFTER 7A (1) A-35 HANGER PER VAULT RAFTERS AND EXTENSIONS o N W 24 RIDGE BOARD �CONTINUOUS RIDGE VENTO Q SHINGLES SIMPSON A-35 SHIP LOOSE (2) 2X6 VAULT EXTENSIONS a 12 9 7/16' O.S.B. SHEATHING (STO.) F W a § ALUM. DRIP EDGE 1 2x6 SUB FASCIA BOTTOM CHORD BEAM FASTENED TO TRUSS WITH w O _ 6' ALUM. FASCIA SIMPSON LUS-3 BY PROBUILT _ D HORIZONTAL THRUST BEAM STORAGE VENTED VINYL SOFFIT a UBL 2a6 iw Purt snu wAp 5/8'.3' COMPRESSION STRIP U 2.6 SPF ii O 16' 0 C. OVER ALL BEARING WALLS a-n XRu)rAUD rleEa¢Ass a.m. AIR /MOISTURE RESISTIVE BARRIER 5/8' GYPSUM BOARD 23'-6' o ¢ >/16"RAID O.S.a.5Ni4(51ANOMp) in Lu DBL 2.10 SPF /2 1/2' DRYWALL r PERIMETER BANDS ¢ c 3/4- T&G O.S.B. 2xIO SPF/2 FLOOR JOSTS 16" O.C. ..ped H � �m w h� Will 3y 5/6".3"CCA0RES9W STRW 5/6"iYP"�GW9M Dp9F nfi lw RAR STIR)GRAIX w B)R. �Z OVER ALL SNM1NG wNLS 7/16"RAIN 0.56.91iL.(STANDARD) mv.STai Z 2x6 WSND GRADE OR IM0 16"0. LJ 'WEATHER RESISTIVE BARRIER R_ ' w 21 NRNI fKEO fIBERpAS$BAi1S Cc GARAGE mrt ^P 5pNG N h�`n A 11 2.6 BDTTW I'UlE SMPLOOSE PC.Of 5HEA1N.G TO COVER 94 'On CONCRER.RM 2.10 SPr R PERARRR BANOS I O) N OF NEryr a1uT.6A� o . GRASEL RED FOOTING SIZES TO BE o �Qf, v'y. '9 r n7 6 RR.MYERIELFNE VAPGR BARRIER DETERMINED BY BUILDER PER ALL APPLICABLE CODES 1/2".I8"ANCHCR B TS OR AP RMI)ANCI s I" CIA FQ Q86250 !`'=C9 sQn- 3315 GARAGE SECTION DETAIL o N'� nh NY TWO STORY 03/29/201) MaDN: DRAWvr< CROSS SEC770N 7 . 7DD Location I Connection I Wan For Reference MAIN HOUSE - CONNECTION S Shea«Bror¢Tb LWA12 Iro_A 317W /6 it U.C. V Location (101Q14e'1Q.5'rWe 23'e4yWY aW raa ».lI >tivaaraFnlarAt: It%ala.aaFs to Force Sheattalm Con -. ar SWY Wal 15 eeY erltl Yapl ROOF s M_B 317 pr /6ho.c � Yae< Iern.ra+eM 311 IN antes YbFar 9rr b 2nd Fbn Br4 A ReelBrosMV 7hr OSS(14ebdind) �riONtrnn Fru laieelH Caawcbri 7neo1SPLYonarbp EM_1 357 Pr 6 i OVERIIMIGS: 2 NNNe of0.131W.F NYs n a«_2 155pe 6ino.e t aNbl rofeYe°tf a.af.m eevgn LStAn (1atalM.ro"'i to C 6 131 61rN gvYC.°glMCa.Yam 2dl pl NeeeiaNrrW 0.131121 Ybr 13rwe«SbeTb LBTA15 Ine_A 23'pr 32 in o.c 3L pwauoAt Yae.n t w3'HxrtOip �� ]/1P OSB rPc.prw edge nYp sM SNefD (I2)0.14ex2.5•«b E Y Nw slNrowr sumo true We«bo IS 2M Story Flow 1A eaY endsap) Iro S mpg 32 in&Q 3 R.14a1Y nYe 3'f oc prw • Bbnblr Bbry - Y I MIN [ CeKa Barr 6 u lfatry Oreq OarrW 'NO 9aFam50aien LatAt2 (101nYlY9l ra. ne nbr 611Ytwe Shear 52h OSB BRASbdud) adpe bbr%im."Yo.c. aMr31 v c«,rron 7n6.OSaPLyom a«_i 35]pr 6ino.a p pinWrANWnear a.Y.farw OF NEyp nab ea YJ 2lora tl0.1311QS NW y Fnc Location r•Onnecaoft Referrence 3% O wep.Cma4ms 1Ilax 1r x20 pe sisal 0.131x26• dl A.Id A R) &ieetx �91LL/ - al Yepw(n y0,�1. sEpsr.BrmIPT1e LSTA12 ine_A 2"Be 32 in o.c O.i311C3.P rrl bad w OP t + W f corm GAfvrtlM•YT 16)0.1311GT ors slrx 1 W nWp.14YNash l.b . -� 1YSby Cele (5asrerd Yap) ina_B 2,1111 32ino.a O i t3''x 1r x 201.sMl b*,dM 0.131,25•mb aadt ANm A T3) IWM36 m OO Benatpfr Btry 6 e F4 Con.YOm�• 0.131-1311bad y ` OY WLaiied1°' IiWxlrx2o Oss".UW000dog• ."7)0.131,2.5•�rei. x �O 088,50 •rte _ _ - - 7/16.OSSIPLY owrbp f«_t 35]plf Bin a.p - - _.. U NrmNY Crnrlbn't2Air etlY andShaed \. 2 westl0.13IW Neto tf abyWrarebrm t«� msasnvnl.nAtx ItolnurA:sre. ne O«_2 opr 3ino.a an.CeeNrr IS Yfirrarp eYenc IAtY4r CMerr«Yr tial',1ra200e abr Yap M71 a.13t,t.rnW eeM rr tinv.tx 83/21/2913 Location I Force Connection I Fasteners Reqtdred Referenee _ low_ Roof Tru,b 2lb Story War Sh4nMI Sllmo-Tb MT520 1n 0.14Bim1.5w Isis ro tom Por 6df bfoutlrm fYrnanaM b Wes SOd Cone«6m 249 Of and(n a1ad shad nroellsh ShxtS co, .tr m 1t6 a ® Q 32 ho.c vagi 9Nr U o H Coulon olce Conneellon Favionersitingulned It Mist es s Location I Connection Wall Force spacing Reference amINNNAA r.r in, o.nty Nrewls Pen. swrx 2�4 5E ]n6'OSBrRYOvrlep Odor MA 573 No 4ino.t. wsw Nap raWiw 9prartjln �qQ dmpblP ii asmwblawr napr atatls Nrwt.r p.n. ZNAtS u awx a CallswyWY eb-B 331pr 6h O.c g. W a« 20. aper Nipper AUACII COLLAR R TO TP CHOW SNdnnocr 0.131hx242hrYe ROOF SHEATHIN ./(6)0.131.3'NAILSIrrrt opr 3h0.c )/16.O.SB.(IM6100NED)rASTEYIC./8Mperpswl 0 6.0.4 PANEL EDGE AND t2 0.C.FIELD Ja 2 Opr 3 h o.c LAxutlon F«p Mwnbw Smn b Corot.l Wel) P4YPNY-No .,nl.w5 - C o Lao 7/16'OBBYIYn.Mepr M A 571 pr 2ho.<. � one Bali aNrts lL I � pals 1S Ti. �pJw 4r_S 331 fr 3ino.c. 7 ar rtev oar tYiw r4..-wot a.ao.tr+.a Fbor Beltlb9 a.11xt/ ns SM7 Lad. TRUSS TYPE#3 Pein CvawMi QQSr(dz Ib�z* HINGED MONO-STORAGE TRUSS ..0 � a �S Otlbn adpetlpanr 1f.lm WAr Mrw wr-xR thalreAroftimatimansigeno TYPE LOCATION Ar CONNECITON R w„z 412 Opr 2hp.a r "B"" LYs� Srff» ) RS)GE I D411r20GUAGE6lEEL5r 1(7)&13111NAB3FA03 ;a CL 4W+e. pa4.LtOM1bwwrlbe. ANDln0.13l] NAIISTOm *InIn V Nom FLP RDd 1OlOPCHORD-11N11rxWSrF}1 SlRAPN1'0a1311T NABSFACH END �Z tf Fm Wau2riw Pur-YT Srya2wna TRUSS TYPE#3 2 AND 13)o.mvnAlls roED o y4Ya anr.astrr call. HINGEDMONO- Roof Trans b2nd SbryWa1ShWmn Ssoi LSTA12 (10)0.148512.5'Inds c Sb..aY 6M6° paNe.gtoaabb.rrrW. awar�aA.sf W'r» STORAGE TRUSS 3 u.EEwAuroRalTON CiR)RD-IIV,lOCN SImrrnAP®6RDECi111FS L.l SW CoroleGSon 166 p11 IS each end of*V) Sheetll wnarw.a orn.aprw Carl. ./('n 0.U1•,2,SNA]ISEAC{IFND mvisii 3'f J �46 ho.c. O 4 NNTYI CHORD GIRDIotM 0OTION ORDGIRDER-�D11r ID GUAGE STEM SERAP w . 0.131',3'benels. Q m I Waitw Reof WPlate CnerJbn 216E 2 23 ` r n 43 0.131',3.P Nab h Eri Arr. ffi:Wi< n Top Flab b 0 Saudi Batlam 216 b Grain. NA 2IA exr.a^rn ry PMa E SILOS 2w FLOORN.xrArE.Au 3 per YJd uARR1VEAQ MAIL I m RARR TO K DRONES 0.131',3P Neb ARE TO B[FASTENED Oi BOOMn Rab b Floor 162 PO NA 23A TO VAUNT urou[ AG 0 lC dC. - � n'0 EACH RrK SIOf Dia, 6 in O.C. n - Nei n U 0.L1'x r beleb. raaoN raR noaa,oax 3 ZnStory To 1R Story me Cac6on-Ihe_1A Nne_2 571 pr @2h0C WA 25 uovxneswwawxa tn.E: ON9476 rrureuml D.131'x 3'toerrb. s¢rwia Amve c«r.sremxc 2nd Story to IM Story AHI SPACE (AILINGJJs muxcrusr. vrewsnaA ^'O°R Or°r" 5031_ 3315 v.¢ .u,nmEno•r nc Conrx:cWn-fine_B 164 pal 060OC NIA 25 SfAIE NY ,oar�urceA D TWO STORY 1st Story b Sa Pleb Sunpmn SOarp-Tie LTP4 or / ai m' RRpNi Conneeter, ne_I&Me 1073pr A35 112)0.131 In A t 1Qh nab 26 J rxr.v.0 0. NODULES G.GrP.HETI)EAGJJ ®6 h a FLOOR GIF ICER CONNECTION AT BASEMENT pa SHPPER LORSE FRE FIELD R CROSS SECTION 0.131'M 3'10aMlla. INSTALUTNM BY 41IILEN 1st Story b SIN Pbb 256 pal R 5 h OC WA LEI DETAIL$ CorberAon-me A6ine B 9RET: r 2-STORY FLOOR/CEILING SYSTEM • CLEARSPAN ANCHORING METHOD BETWEEN FIRST AND SECOND FLOOR X Location Force Connection Fasteners Required Reference GARAGE CONNECTIONS D.131•x3'benai. -. Root to Wal Wok ConecUorl 216 D 2 23 0.131'x 3'taerels. - 2reSbryblstSbry 2BO pit ®4 in 0C WA 25 0.131'x 3.0'Nails n End- CmromcO -Ine_U lne 2 Umatlon Force Contraction Faatenere Required Reference f Top Plate to Surds 6 Betion, 218 D Oran. NA 23A 0iaooea b Ei 116 pf 0.131Nr Nall W 1.5 pen ywt Plate b studs 0.131'x3'bends 3 per stud 2nd Skry b 1st Story 199 pa ®6 n OC WA 25 VatlYn 3.00 a*(Cama 3 per Nigger Connection-Ine_A 6 Ne_B 0.131"x 3.0'Nab c Qaooxab FiewN 115 pf 0.131k3'Nab%%f 1.5'pen Short!35 Bottom Plate b Floor 162 pit NA 23A U 0.131'x3'lomsls. 9 no.c. 1a Story b sinPlatepit ®3bOC WA 25A Ns 100 acrcmiy Spar outrigger CorreclM-kw_ta lre_2 las Location Force Connection Fasteners Required Reference 0.131'x3'byels, I J 1519"IDSin Plek 318 Pa Q4OC WA 25A Roof Truss b 2nd Story Wel Si rpsan SStrong-Tic MTSM 0)0.1481ml-n nets F truss con ectlm-Ne_A a IN B nL.ocatbn I Force I mwnbar Sims spke Conn.H R Refarenerr N 317 pit end(� 0.118kof1.5ln nods it Sheets 2nd Floor Dmee 216T -No W Sled Connectioncacti strd Location Face Sheathing Connection Reference 2nd PW 32 in o.c. MMN ROOF: 33t"D � e SMN tf c Its PH 0.131-,21'nae r fir—r.r Ere Rood Messina 7/15 OSB(Unblo«ed) .xpe rl.rg.e 12'nc aur SMN2f OVERHANGS: 211 Floor OaEk Td Top PIW-Win. SFgger2.d 17 noc Q131'x1PNN11 Shr119 Location Connection Wall Force Spacing_ BnO.t. 66eH Reference - @ sney a Q Sinpsm Sbmp�Tb LSTA12 Ne_A 377 Pill 16 III 0.4 � 0.131'#.S rmy N Saeweb 1035E Was ShReDev s6 fr 7/15 OSB a'o.c.pelta wife neap eta till)5coo am L She n 2nd Story Wal (5 esel e1e d snap) Am a 317 Ds 18 in D.C. N Nan SMa wo Suction tT o.e.w re g try Flom DmEhe 216 TOP Pen-No sae in 2nd Story Flom Bene 6 1H pp 0edo,fi'rbEeAS o.c panel a 6571E `l) Connection 7/15O6SPLYoverkp Ne_t 357 p1 Bin o.c Floor Saee90g SI&n OSB(UnymAed) ad(te leaeo leteM t2'o.t. Snot 31 Fn0Atl11 Daaale hitt Pakakr Rel- Shed 19 aetl feebrlYg No W a $ Zrows«0.137'#.5•Nai 6Daa C ppp�GGG o - Xrle� 155 De Bin o.c Location Connection Reference U 1111Floor DwEkh6Top Pea-wm S"W2TVAS ®14 noe < ;$ Siryaon SbmWTie LSTA15 Ne A 246 p1 a �Parkn 0.13;pII2 d Ae ,6 p 32 n o.c. s RMpe ca.eaon'Y 1 111'x 12'x 20 ga sea strap w/(n 0.137aL5'mei each end b(2) SheN>6 C slasNaE 2663E DwJW tin pates a r Rel- sTeppeT 2 mAW d erre t9 G (12)0.148W.5•nNs Ti 0.131^,13.0'neik bed C a 14 n DO (6 each end strep) C War Spyra 0.13Yx SP Nob m _ j 2nd Story Floor tiro B 246 pit 32 in o.c. p • Bendtolst Story U Cc Calling Bye 6 FOP Comerxon Y45 1 1/4'x 12'.20 ge deal snap W(7)0.131#.5'flak each end 6 Sheet JB ors O 7715 OSBI Y overle the,1 357 it A74 y1M aide U CmnMctlml P _ v 8 n o.c. < 2 rows«0.131'#.5'Nei 'a S � /TR Snpson Strm¢Tis LSTA12 NMA 246 pl 32 n o.c. _ LU k(70)0.148in#.5nrei o1slSWyCe%g strap) 4Band 10 lost Story IS each ere« NFe_B 246 M 32 n oc. Wi 6e 1N�� N ' ..o7/16'OSBNLYoverlsP ina-1 357 P1 b in 0.c �TP� E HILL7 O nU2 mos«0.131'#.11 Nei C2 a� sC �li! 2 DPH 3no.c. }a' W �2f Location Connection Wail Face Spacing Reference m to Z z TYPE 1nc3noN• cw+lJ6crlorJ . N S;'" .. Z 7116'OSBIPLY overlap hoer Ne_A 3%ul 5 i ox- 1P� ?� L an Ryroraarovo ll �namvrua11�rfnaulvrrAAoaewaaa m 3 a i?` J rim)pst5 d 088250 �{( TRUSS TYPEYS 2 Rw Ryroraaoeo.l lNvraaAnmsnwrmnvlvslussewaew w 1st Story Weti Ne_0 353 of 6 i O.G O NP VAULT TRUSS ANO 9"°S9""1P'#1°'10 0 Stud to Floor 0.13111 x 2-12in mai 6A _I a Bond C r c5on line 1 0 pH 3 in o.c. 03/21/2013 r, e Use 2 raNs«tasbrNvs a" eatianrh edge of panel CIn 2 582 Pit 3 in o.G Far..AN, o o n C No FLOOR WARRAR WALL N U 7116'OSR PLY overlap A are_A 395 Pill 2 in o.c. moa+/CUUNC CRIERS d �' e 1 5- ARE TO K FASRNm Pk TO TO ATI AG 0 2.'O.C. 2; m .e'O EACH Ox[SIX CMl *1 .AWUAaevAu � __ Ne_B 353 p1 3 i o.c. � rv_ -- - Pbe Connection W SIN 0.131to a 2-fl2b1 mei Shee17 .Tmx,an -- } Z U FTC 1 Opal 2 in ox. rL"msT Um 1 mw of fasteners elate - Bodo rT edge of perel zx.Fasv va.FmR vawnoNc l eturwml mF ON9476 1177 waArovt mN Frse;nw AIR SLAC[ CLtING.X051 un SPAM CnuI.4,IX5T FFa�.,auT .Tarn,o-s per: 3375 RAM NY Location Force Connection Fasteners Required Reference O Aau t TM TWO STORY imaea,aaeAu,Nuwaa.cat Nom' Hanger orA le D1 LLDf` 9 Angle UG.Gro.RELD encx ortmNAL,OaTxAxam Truss b Mid-Span Roof Beam 240 pH 350it uplift cepaaty minimum Sheol 11 SNIPPED L00%FOR FELD DI INSTALLATION Rr e1111IER .TtaAowNN CROSS SECTION i6 n o.c. DETAILS 2-STORY FLOOR/CEILING SYSTEM • CLEARSPAN ANCHORM METHOD BETWEEN FIRST AND SECOND FT_OOR FLOOR OFIDER CONNECTION AT BASEMENT SIDE` 7D WOIEI M-S'.ROS BEM i NEO MIO mUw E DETAIL E (s)s I/:-Ln NM cauw P1 Rasa.1..r Nus (3J)NKS IOiN PCR SIX DETAIL B --_ 9Yvsoxsu24 MW B LS r0 SITM (+)P[A RK I DETAIL B-1 -- J I ,1 MAIL H�; U) ap W 9YPSON CSTO Mpl 91PPW t mUw cC "CM bl0 SrWT SMK 70 C ONE sM UNOER fPM REIJI RT O[SND ISr STEP,S I DETAIL F a Wlsa u BEP,eorN sgfs U)KR RC O 0 BRIPSW ASE NMRR RAL RLL Mix 50.9 ENO r DETAIL G U)EP 4R MPII aMYErzR J OERRYME LOPO REaT fAW ENO NPL,THRUST J _ fKIM M yr [)SNGIE BEM NMI rW RAR DETAIL G 1 rAclpbr Msruuo TOP RATES DETAIL A� eaoss9O urz a o 8 YAT BE LCGuIFD a 1W 1])2b Sap U r BARS.[[UNC 9YP5pN ISIAIb rRW AIPPORI COIUw (� awluv�OIL IME BOttW GRRPBIR SNM r0 RIN(RR U 0. (1)RR RR .� DETAIL C a DETAIL I �0 ///p)Nows T In'.r NMS �(G OF N,�'ry DETAIL J T . / (27)NAlora RR src '�qPQ\9EBILLGyQs� E ° ! PDpIFt NNq maw Q (Ld L— i f Mr0 RMN rRPJM1L d EEI owiSJ �'¢ DETAIL A-1 % w == �O 088250 tea 5U J _ ' , • 03/21/2813F, z w • ; • a I.Sap RQ'E BEM Fl W. MTN$alLl END O SMPBW LSTA18 RIOu SIIPINgI(ALAN MI RNYf RR Tm slum 10 BEM - • •� y -= (3)II 1/f Ln M C -SPM VALl11JD BFM (1)KIT SON, vi r`n xll 99-133 b • . HIKER LULL NNl MUIx SQIO ENO NNi RN&IIN s O O CE1uls BEM '" - f 3 k3 3 9II P[R CPICSYAMH9w LSTA24 I"B[M 10 511XIS m (2)wPSW Lsu2. II)RR RR 3 1 91PSW CSifi rRY O' MW R.0 10 BE 10 SNDs - nn n sms 11j PER R[ -1 -7 SK.ki ONUst BEM COxWYW$IDP BARS BO1M SWSON LSIAIB IAW �. ': m U } Y s-NO RICES h Rp SW l COLUMN BEM TO SHADS ` n ERMO BEM (I) RT Y SM KIT yn OCR MaAMIH (1)RR _ 12)2.Rig BEPM RY RT acOM I1 PO 12.8.1 wPSW SRgIMJ n C0.Uw IOW SITES 10 f swsW s1w1Ml 9ws 11WO INN rogNAnW InF ON9476 I"S10OS+0 SROs t0 K. �1 Pu.Pm IWWAIIW (1)RR Rr SQYT, 3315 W NW IW BLOCx rWNDA" SAM NY UY pS).131:3'.4s /-ROW OREN p)Rm a(u)Nus-I')No. / - m TWO STORY 1U I.C.CL4 HEMYCYREP 10 \ •• MOpFL WRMC&HEIL BEM C"Cl p SI BEM i0 CUM CCNx[CnW.PA- SttOE ° DETAIL F(1 ) wP5Wsws O'S TLRW lOFRONCROSS SECf10N DETAIL E- 1 (1)RR s,W DETAILS DETAIL D DETAIL H-2 DETAIL I 9°£ 7E BATH#3 _ STATE w UTILITY RM 210 Hodow eed Door BTU/� Loss STATE Ni _ 1 429 WOf BTU Lass /N 101 W Cc and Door BELL/- Less o 4 BTd/H ass TL Va BT,/4 Loss - to v BTU/H Lcss H1U. ' lar 193 1939n611rcPT„/H Las 4A. FI:.. Lcss 3042 Tcinl 87 BP H Lass I34f tltrc,.L, HTIIIH [0,- 891 Total v!a Lss t c k H H ss 4 R Badmfion g7F Teto'. 0.1l Loss Ft HNEB �I 3 °1 LLdii 4 �YIBB BATH#3 UTILITY RM ;------ 9 KITCHEN I I � run eac � � W � Q ----- O ® STATE N" � �O 5°C WmAaw and DoorBTG/H '.ass O= 379 Well 9TUjH Loss a C CeiIoB Loss 97i Fl000 r BTU/TU/H Lass 2533 In etrotw B;U/H Loss 1474 TatDl Bru/ La:: LIVING ROOM a. 1311 TOtO''. "Ott Loss 6 Ft Ra a i A Ft H q?ATF NY 5 -- E=————— 46b1. 'N'.ndaw and ]car BTC/H Lass ----- I Noll BTU/.�. Loss C J Cei.ing BTU;-, Loss G m E 223' Flaar E?J/H Lass U o. ;2451 Infltmlio,� BTU/H Loss �L�L 'slap Tctol BTU/H Loss 3 $ '654 Total Wati Loss g GARAGE 24 F! HW69 an - FOYER a S'A'L NY e f DINING ROOM 2 'rands« ane eaar BT /n Lo 345 W'atl PTL'/H toss U STATE NY 6 Ceilinq BTU/H Loss J BEC W!ndow end c JiH -oss i Fbor BTU/'^ Less o 82 W II BTU,'- Lss E4 In611wt an BTU/H Loss ii c0 1 Tc-,l B U'IH Loss r' eJ, a BTU/H Loss am O '010 Feo BTD!H Loss n°T Tc al Wclt Lass F, RaEaiian Iiil 42i1 In!i'.tre6an B'lt%H :ass a Wgi m Qi b h H'WBB 6928 To-,,.. BTL/� Lms Q� - 2C3L Tolal Wort lass Ft R°dl°ti°o t'ON Q 8g e Ft HW3P i i r ry ® ® ® ® }�} ° 'mZ m yi} w i Z w J Er of NE ul W 3 061 250 O APV M-E: ON9476 03/29/2013 spn: 3315 sure: NY n TWO STORY MODEL: DRA P I ST FLR HEAT LOSS LAYOUT SHEET ' 8A ;TATE N• L So -% 8` is'Fr_ nr ; PLYGEM - MW BRICK MOLD DH WINDOW SCHEDULE MANUF. S0 FT. ~ FT. SQ. J CODE ROUGH OPENING MANUF. TYPE REMARKS "U" AREA LIGHT VENT DP N 24210M 30 3/8"x37 5/8" M.W. BRICK MOLD DH .29 7.94 4.8 2.5 50 IBM o c 2852M 34 3/8"x65 5/8" M.W. BRICK MOLD DH EGRESS .29 15.67 10.9 5.8 50 = 2856EM 34 3/8"x69 5/8" M.W. BRICK MOLD DH EGRESS .29 16.62 11.7 6.1 50 ' 0. l CLCA2430 96'x36" M.W. CASEMENT .29 10.03 6.5 3.32 50 � P � yp U O C 280C 32"x32" M.W. ARC/SPECIAL .29 6.3 4.8 50 P� z e � J J �o EXTERIOR DOOR SCHEDULE J IZ9 m <i Quo �E MANUF. SQ. FT. SQ. FT. 0rE aim CODE ROUGH OPENING MANUF. TYPE REMARKS "U" AREA LIGHT VENT w�� 5�m mZ 3068 38 1/2"x82 1/2" PLASTPRO INSUL. CORE FIRE RATED STEEL JAMB .20 21.9 N/A 19.7 3068 38 1/2"x82 1/2" PLASTPRO 6-PANEL EXT. DOOR .20 21 .9 N/A 19.125 w 6068 72"x80" PLASTPRO SWING PATIO VINYL .40 40.0 21.9 16.1 3068 36"x80" PLASTPRO FIXED PANEL VINYL .40 20.0 10.11 0 �,oFNeWyWooW r 3668 42 1/2"x82 1 /2" PLASTPRO 6-PANEL EXT. DOOR .20 21.9 N/A 21.45 yaP`9tieiul"GSL'9� �soaa " m __ 777_ v Z � __ V _ O 088250 O N14 m.e. ON9476 03/29/2013 sQR= 3315 Sure. NY iW0 STORY MODEL, Duwwa. WINDOW AND DOOR SCHEDULE 9 t (4) 2x6 SPF02 STUDS FOR SITE SUPPLIED HOLD DOWN 50'-O" BRACED WALL"A' CAPABLE OF RESISTING 8,223 LBS SUGGESTED HOLD DOWN = SIMPSON HDU14 SITE SUPPLIED AND INSTALLED 2421OM-DH R . 84 1/4'x36 1/4" HOLD DOWN CAPABLE OF RESISTING (3)CLCA2430 CLSPDR3068 CLSPDR60fie R.0 39"x82" 5,208 LBS- SUGGESTED HOLD DOWN = 3/OFS-21 CLSPOR3068 SIMPSON STDHI4RJ OR EOUIV. 20'-0* O 0 CEO O GARAGE BRACED WALL"A" Im 2856EM-DH HDR 0 66 S/8" AFF3/DFS-27ryP O o G _____ (4) 2x6 SYPN2 STUDS FOR o m wen a SITE SUPPLIED HOLD DOWN CAPABLE OF RESISTING 14,413 LBS 2/s a/c SUGGESTED HOLD DOWN a S b� a SMPSON HDU14 OR EOUIV o i W D, m m= a I ao cj U a o f Xm IFCXW rwe�we.s _1 aVvnurwW, m,ew,^wu. w III m $ 40 2/0 _ 2/6 •' 3 , m . . U or r PJ � q FASTEN MATELINE FLOOR RIMS TOGETHER ON-SIRE ACROSS MATELINE w I/Y TMRU BOLTS 0 48" O.C. w O .re.ea.ae.ee. ». OR 3/e' x 8" LAGS AT 3Y O.C. 7 (4) 2.6 SyPd2 STUDS FOR a SITE SUPPLIED HOLD DOWN ,(+., (4) 2x6 SPFp2 STUDS FOR E� E SITE SUPPLIED HOLD DOWN CAPASUGGBLE OF FHRESOLD DOWN 14,413 LEIS HDU14 c e CAPABLE OF RESISTING 8,223 LBS `� g m$ SUGGESTED HOLD DOWN = SIMPSON HDU14 �� OR EOUIV. $ OR EOUIV. W w _ P„I 6 io SITE SUPPLIED AND INSTALLED — J Ja. ^ �m HOLD DOWN CAPABLE OF RESISTING( _$ 5,208 LBS- SUGGESTED HOLD DOWTI = SITE SUPPLIED AND INSTALLED CO az FASTEN MATELINE FLOOR RIMS TOGETHER ON-SITE HOLD DOWN CAPABLE OF RESISTING N CC E �g SIMPSON 5iDH14RJ OR EOUIV. 756 LBS- SUGGESTED HOLD DOWN = 0 ACROSS MATELINE w 1/2' THIRD BOLTS 0 48' O.C. x/o 3p. OR 3/e” x 8" LRCS AT 31" O.C. o SIMPSON STOPo 4RJ OR EOUIV � �M � , 4 _ m- m ® 2856EM-DH •,e.,cx+.a• 3/6 MS-21 9co ass 2856EM-OH R.O. 44'x82 1/4' em• 2856EM-DH 2856EM-DH 2856EM-DH 3Z 20'-0" � 50'-0' 2856EM-DH GARAGE BRACED WALL"B' m y z z BRACED WALL"B" �+ w SEaFNEYeWaoWn 4 f,B1LLr O rx, AN4 '1tGs 9 3 e o 3 N l ¢• I GARAGE SHEAR WALL ASSEMBLIES MAIN HOUSE IST STORY SHEAR WALL ASSEMBLIES m ,» tsl Slay wall-Fre1Tfie 058 w1Eed2 .'"nail 2 G:-«ass .-y 1st Story Wall-line2 7/16'058 w10.131"x2.5'naRs .a penl Yo.c. N "'^%+ z� 411 pH 3'o.c.panel edge&1Y o.c. 18A nailing )-del 18A FQB625fl Perforated field nailing(eerior) m•nt•dtuds ms058 w/ .5'neik1 st Sbry well-Fre 2 7/i6'OSB w/01315,2.5'nail EPEE: ON94761st Sto Wall-line A 7/16'OSB w/0.131'x2.5'nails .c.pen72'o.c.ry ragxgaid 4^oc.panel edge 8 1Y o.c. 18A 284 pit 4'o c.Panel edge&12'o.c. TEA SegmentedNks Eek nall rg(interior) 03/29/2013 SOFT. 3N Y5 Perforated flak nailkg(exterior) STATE1 st Story Well-line-ASB w/0.131'x2.5'nail1st Story Well-line_B 7116'OSB w/0.1315Q.5-nail .c.Panel edge 8 12'o.c. 18A in TWO STAR Y 284 P8 @ 4'o.c.panel edge d 12'oe 18A Perforated fled nOiII(exleror) MODEL Perforated field nailing(exterior) 1st Story Wal-Ibe_B 7/16'OSB w/D.1315Q.5'nails DRAB: 237 p8 Q 4'o.c Panel edge b lYo.c. TEA Perforated field n,iling(ekedor) RACED WALLS BRACED WALLS sxEE7.I OA E STRAP WALL STUD TO DOUBLE FLOOR RIM w/ (2) SIMPSON LSTA 18 50-0" BRACED WALLA' STRAP 2ND STORY STUDS TO IST STORY STUDS w/ (2) SIMPOS CS16 STRAPS -T STRAPS PROVIDED BY PROBUILT / SITE INSTALLED2421OM-DN 2852M-OH 2852M-DH 22 - 100 NAILS EACH STRAP 2421OM-DH 2852M-DH 2421OM-DH ° Q STRAP WALL STUD TO DOUBLE SI STRAP WALL STUD TO DOUBLE O `'� O O O O FLOOR RIM w/ (}) SIMPSON LSTA 18 FLOOR RIM w/ (2) SIMPSON LSTA 18 20'-0' O O O 0 ry r STRAP 2ND STORY CS16 TSToer GARAGE BRACED WALL"A" Q STUDS w/ (2) SIMPOS OS C516 STRR APS 2852M-DH 2852M-DH PROVIDED STRAPS PROED BY PROBUILT /SITE INSTALLED l.3 22 - IOD NAILS EACH STRAP HOR @ 76" AFF HDR @ 76" AFF ].b ��W al 0 lv 2/6 2/6 ¢ O 0 2/6 1/6 I ♦/0 1/b W E_____-_,ry '3/0 a I I 1 e J a =ry ® C 4/0 2/6 1/6 1/b 5/0 0 o I l� R1TOGETHER MATELNE w /2' 7HRU BOLTS @8" Oo m i FASTEN MATELINE FLOOR RIMS TOGETHER ON-SITE OR 3/8' . 8" LAGS AT 32" 0-C. N a '6 m o ACROSS MATELINE w 1/2` THRU BOLTS @ 48" O.C. y O i OR 3/8" . 8' LAGS AT 32" O.C. o U STRAP 2NO STORY STUDS TO IST STORY STRAP 2ND STORY STUDS TO 15T STORY STUDS w/ OM EDDYSIMPOS ROBS16 STRAPS Wr STUDS w/ (2) SIMPOS C516 STRAPS STRAPS PROVIDED EACH PROBUILT /SITE INSTALLED Q W W STRAPS PROVIDED BY PROBUILT / SITE INSTALLED 22 - IOD NAILS EACH STRAP 22 - 10D NAILS EACH STRAP JSz STRAP 2ND STORY STUDS TO IST STORY w O O ¢li o z STUDS w/ (2) SIMPOS CS16 STRAPS 4 O O Owi� J o m STRAPS PRONDED 8Y PROBUILT SITE INSTALLE o n� Q z o 22 - 100 NAILS EACH STRAP L55 d P HDR @ 76" AFF HDR @ 76" AFF N B Z 2852M-DH 2852M-DH 2852M-DH 2852M-DH 2852M-DH 2852M-DH 2852M-DH 2852M PH 20'-0' cn 50 0 s�sF w GARAGE BRACED WALL"B" m J BRACED WALL"B" � w STRAP WALL STUD TO DOUBLE _ q FLOOR RIM w/ (2) SIMPSON LSTA 18 1 to n GARAGE 2ND STORY SHEAR WALL ASSEMBLIES MAIN HOUSE 2ND STORY SHEAR WALL ASSEMBLIES a r" 2nd Story Wall-line 7/16'OSB w/0.131'x2.5"nein 7/16'OSB wl0.131"x2.5'nails -^ ^ 311 p8 6'o.c.panel edge 812"o.c. Sheet 18 [2nd ESIDI,,,ne311 p8 6'o.c.pend edge d 12"o.c Sheet 18 C A= ,L 7 r Perforated field nailing(exterior) field nailing(exterior) ^ 2nd Story Wall-line 2 7116'OSB w/0.131'x2.5'noi6 7/16"OSB w/0.131"x2.5'nails _ ^•„ 390 PB @ 4-o C.panel edge 812'O.C. Shed 18 Ifield nailing(exMrior) 390 ptt �4'o.c.pend edge 8 12'o.c. Sheet 18 Fab: ON9476 Perforated field nailing(exterior) sQ.rr: 3315 2nd Story Wall-line_A 7116'OSB w/0.131'x2.5"neis 120 p8 @ 6'o.c.panel edge 8 12"o.c. Sheet 1 B 2nd Story Wall-line_A 7116"OSB w/0.131'72.5'nails Shed 18 wm4 N Y field nailing(exterior) 120 pit @ 6"o.c.panel edge 8 12"o.c. 1vrt Perforated field nailing(exterior) TWO STORY Perforated MODEL: 2nd Story Wall-line B 7116'OSB w/0.131"x2.5"nails 113 pit @ 6'o.c.penel edge 8 12"o.c. Sheet 18 2nd Story Wall-line_B 7/16'OSB w/l edge nails Sheet 18 113 Dg �6'o.c.Pend edge 8 12'o.c. oxnwLN¢ field nailing(exterior) 2ND FLOOR Perforated Perforated froW nailing(exterior) BRACED WALLS - �- ^�� •�'��a�w �wca D'1i14tib44ti/ To:*9917174366481 Paee:212 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY, NY 12231-0001 CESAR A. PERALES SECRETARY OF STATE March 25, 2013 Mr, Michael Kirby Director of Engineering ProBuilt Homes 20 Industrial Circle MifBintown, PA 17842 RE: New System M021-2010-114—2010 RCNYS Update Approval Extension 010 to System M021-03-040 Dear Mr. Kirby: This letter is to inform the Code Enforcement Official that the New York State Department of State(DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models under approval designated M 021-03-040. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of the Residential Code of New York State 2010, This extension will expire on June 30,2013.A copy of this letter shall accompany plans and specifications submitted for a building permit and shall be deemed a duplicate original. I am hopeful that you will find this extension of assistance until your New System application is approved. Sincerely, Ronald Piester, AIA Director, Division of Code Enforcement and Administration cc. Richard Wenner, PFS Corporation,2877 Skatetown Road, Bloomsburg PA 17815 File. M021-2010-114 10th 2010 Update Extn to Sys M021-03-040.doc WAW.DOS.STATE.NY.US E-MAIL:INFOODOS.STATE.NY.US REScheck Software Version 4.4.4 Compliance Certificate pF NEk, Project Title: QN9476oF en Liyl opt r Energy Code: 2010 New York Energy Conservation �•r .r, Location: Suffolk County,New York ^'_>'. w Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,786 ft2 x86250 4,2 Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 03'2912013 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 365 Westwood Lane Probuit Homes Southold,NY 11971 43 Industrial Circle Miftiintown,MA 17059 trade-offe Passes using UA Compliance: 20.6%Better Than Code Maximum UA: 563 Your UA:447 TM DOES NOT Wase n" Coo of*"r um r close v rumps IM lodes u Lash m mEe vmaaX mNs. X GOES NOt gwNe an estinem of eneryy um a mp rNetire ro e iNmmuni-mEs Rams. Envelope Assemblies Gross Glazing Assembly a Perimeter R-Value R- alue Ceiling 1:Flat Ceiling or Scissor Truss1,425 38.0 0.0 43 Ceiling 2:Cathedral Ceiling 410 38.0 0.0 11 Floor 1:Adi-Wood Joist/Truss:Over Unconditioned Space 1,736 19.0 0.0 82 Wall 1:Wood Frame,16'o.c. 3,148 21.0 0.0 154 Window 1:Vinyl Frame:Double Pane with Low-E 257 0.290 75 SHGC:0.00 Door 1:Solid 102 0.190 19 Door 2:Glass 80 0.400 32 SHGC:0.00 Wall 2:Wood Frame,16'o.c. 398 21.0 0.0 21 Window 2:Vinyl Frame:Double Pane with low-E 34 0.290 10 SHGC:0.00 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Director of Engineering Signature Da Project Title: QN9476 Report date: 03/29/13 Data filename: \\Server-app\engineering$\Documents\RESCheck\QN9476.rck Page 1 of 7 Project Title: QN9476 Report date: 03/29/13 Data filename: \\Server-app\engineering$\Documents\RESCneck\QN9476.rck Page 2 of 7 CREScheck Software Version 4.4.4 �(j Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. =k,' 103.2 Construction drawings and ❑Complies IPR11' documentation sufficiently ❑Does Not Comply.. demonstrates energy code ❑Not Observable compliance for the building envelope. []Not Applicable 103.2, Constn c drawings and ❑Complies 403.7 :documentation sufficiently ❑Does Not Comply: IPR31' demonstrates energy code []Not observable compliance for fighting and mechanical systems.Systems serving []Not Applicable multiple dwelling units must - demonstrate compliance with the commercial code. Hea'hng and cooling equipment is Heating: Heating: ❑Complies sized per ACCA Manual S based on BhAr Badhr ❑Does Not Comply bads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Bturlx Btulhr []Not Applicable Additional Comments/Assumptions: 1 I High Impar(Tier 1) 2 MediumInpac(Tier 2) 3 Low Irrpaki(tier 3) ProjectTitle: ON9476 Report date. 03/29/13 Data filename: \\Server-app\engineering$\Documents\RESCheck\QN9476.rck Page 3 of 7 Exposed foundation insulation ❑Complies protection. ❑Does Not Comply', ❑Not Observable ❑Not Applicable Snow melt controls. ❑Complies ❑Does Not Comply; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: `7 High Impact(Ter 1) -2 Medium Impact(Ter 2) 3 Low Inpati(Tier 3)____J Project Title: QN9476 Report date. 03/29/13 Data filename: \1Server-app\engineering$\Documents\RESCheck1QN9476.rck Page 4 of 7 402.4.4 Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting ❑Does Not Comply AAMAAAUMAICSA 101fi.S.2/A440 or ❑Not Observable '. has infiltration rates per NFRC 400 []Not Applicable that do not exceed code limits. IC-rated recessed Ighting fixtures ❑Complies sealed at housingfintedor finish and ❑Does Not Comply labeled to indicate 8fl=2.0 cfin ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R-_ R- :❑Complies [FR12]' R-8.AY other ducts in unconditioned R_ R-- ❑Does Not Comply spaces or outside the building ❑Not Observable envelope are insulated to Rte.Not ,❑Not Applicable applicable Nag systems are ductless. 403.2.2 'AN joints and seams of air ducts,air ❑Complies [FR13]' handlers,filter boxes,and building ❑Does Not Comply cavities used as return duds are []Not Observable -: ;sealed. [-]Not Applicable Building cavities are not used as ducts ❑Complies or plenums. ❑Does Not Comply ❑Not Observable []Not Applicable HVAC piping conveying fluids above R-_ ; R-_ '❑Complies 105 OF or chilled fluids below 55 T :❑Does Not Comply are insulated to R-3. ❑Not Observable ❑Not Applicable Circulating service hot water pipes are: R-_ R- ❑Complies insulated to R-2. ❑Does Not Comply-,, ❑Not Observable ❑Not Applicable Automatic or gravity dampers are ❑Complies installed on all outdoor air intakes and ❑Does Not Comply exhausts. ❑Not Observable 'Does Applicable Additional Comments/AssumpOons: 1 I High Impact(Tier 1) Medium Impact(Tier 2) TL Impact(Ter 3) Project Title: ON9476 Report date: 03/29/13 Data filename: \\Serverapp\engineering$\Documents\RESCheck\QN9476.rck Page 5 of 7 All installed insulation labeled or ;OCompFes installed R-values provided. I]Does Not Comply ;FINot Observable []Not Applicable Additional Comments/Assumptions: 1 Hgh Irrpad(Tier 1) Medium Impact(Fier 2) +3:t Low Impact(Tier 3) Project Title: ON9476 Report date: 03/29/13 Data filename: \\Server-app\engineering$\Documents\RESChedc\ON9476.rdc Page 6 of 7 402.4.2, Building envelope tightness verified ACH 50=_ ACH 50=_ ❑Complies 402.4.2.1 by dower door test result of<7 ACH; :❑Does Not Comply IFI17J' at 50 Pa.This requirement may -QNot Observable 6 instead be met via visual inspection, [3Not Applicable in which case verification may need to occur during Insulation Inspection. Wood-burning fireplaces haw ❑Complies gasketed doors and outdoor ❑Does Not Comply'; combustion air. QNot Observable QNot Applicable 403.2.2 Duct tightness via post-construction _CIM _cfm :❑Complies IF14]' with maximum leakage of 8 dm to ❑Does Not Comply ;outdoors,or 12 dm across systems. QNot Observable For rough-4n tests,verification may -;QNot Applicable - need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 chrt without air handler. Programmable thermostats installed ❑Complies on forced air fumaces. ❑Does Not Comply! QNot Observable ❑Not Applicable Heat pump Mermostat installed on ❑Complies heat pumps. ❑Does Not Comply QNot Observable QNoI Applicable '. Circulating service hot water systems ❑Complies have automatic or accessible manual ❑Does Not Comply controls. QNot Observable QNot Applicable Readily accessible switch on heaters ❑Compltes for swimming pools. ❑Does Not Comply; QNot Observable QNot Applicable Timer switches on pool heaters and ❑Complies pumps are present. ❑Does Not Comply QNd Observable , ❑Nd Applicable Heated swimming pools have a cover. ❑Complies Covers on pods heated over 90 OF ❑Does Not Comply are insulated to R-12. ❑Not Observable QNoI Applicable Compliance certificate posted. ❑Complies ❑Does Not Comply []Not Observable QNot Applicable Manufacturer manuals for mechanical ❑Complies and water heating equipment have ❑Does Not Comply been provided. []Not Observable QNot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) IN Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: ON9476 Report date: 03/29/13 Data filename: \\Server-app\engineering$\DOcuments\RESCheck\QN9476.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 19.00 Ceiling!Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 Door 0.19 Hcating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater. Name: Date: Comments: n A..Igxµ•Q N4x•VYuwwnWWNwwr q69 N'wll•X F1•w.w°1Rl Aw HIMMwIMW. 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Twa Type y F0 Pro-Buik Homes 212 66713 D1054301 QUEENPOST 1 1 PT-20'6-9M-VAULT Unload Fovea Pni tc.GSM Rapids,M 48525,Cert,Owben 7.350•Ad 31 M12 MRea 1nabad .M.Weal Feb 13 NA 5:07 x013 Page 1N1 749 63-0 2-7 2-7-8 7-7-9 1 5 tig 1 a 6 z=a4 2x4 11 i1 9.0052 12 13 2x5 2X5 DAD 2X5\\ f °d 2»5�� 2 2.5// N SMHIBD 2x5 O 2a5 1 3 7 SMH79D 2 8 I 4x5= 9 1 Ap 4x5 t B SES it SEE NOTE 13 SEE NOTE 13 TO -0O Ot-0 61U8 9-14 2-74 2660 - NaepfaeU r 1:61-06 .08156N LOADING(pef) SPACING 1-LO C51 L b Vrbl DEF (bc) l UE PLATES GRIP mu 348 Pdles lrrJesss 1.15 TC O.Z/ Ved(LL) -0.00 1 >pp9 240 MT20 197/144 (Ghana srbw=45.0) d(TL1 -000 LMnl1ar lmsesa 1.15 9C 0.16 Vs . t s999 190 WIMS 6D TCDL 10.0 Rap Strma Iran YES WB 0.00 HOm(TL) -0.01 4 We We BCLL 0.0• CDda IBC20(19TN211W (Meed) WeipIK 73b FT-Ills ecDL 10.0 LUMBER 9RACbIG TOP CHORD 2a SPF No.2•Exwq' TOP CHORD BMaaaa woo,!slbaaap WaJy appibl w 600 bb psapu. T3;2x4 SPF Nat BOT CHORD Rigid cell V dmUyy appNE w 10-00 ccDrii BOT CHORD 21d SPF No.2 VVESS. 2x9 SPF N0.2 REACTIONs Wave) i/siTl/Maalsacal,1s8L03-0 Men.o-I-M.9s9bD38 (no,61-8).10=171Maclwical.�I eaab cal M22aMetllaiul Max Ham 11s305(W 9l.10=-308(LC 10) Mas UpMll•423(LC 9).1s4I1(LC 7),9s81(LC a).10 23(LC 10),5-320(LC 10),4=319(LC 9) Ma Gmv 11s215(LC 14),1s334(LC e).9s334(LC 10),10.215(LC 15),5=326(LC 15).4=32NLC 14) FORCES (b)-Mass see CanpmulorvMaximan Taabn TOP CHORD t-zs-28825.2-3�19Y45,112s-187/54.a12s-15185.r5-u9R0.sem-150'28,61Y15095,7-t3�151R5.7-N-180x.69•-x9825 Mor CHORD 1-n=svdm,cto•-sa3m REpNRED FFI n.IOCONN C S -Madrvn Cwnwmaon IbY Mavmxn TensM(DY Magnum Sgw NY Mavam Manors(4in) 4=teN1509N0,Sa7BA1/78/0,8=is18N15di18'0 NOTES 1)WlnQ ASCE 7-05;120x";TCDL�.Opi BCDL�.Dpstli 09;Ca.9:Exp C:errbsaa:~RS(bwbe)gabb aMmu sb LL Ulviior(2)mrb:GCbar nosiness all favus 6MVIFRS rorrtacsons sgaan;Lorrbr W wl,60 slide,pry DDL-1.60 2)TCU:ASCE 7-05:Pps45A Pa(pmlard gory:P,a34.6 paltmN v..);Cabpem 9;EM C;Festally Ess:Ckl.l 3)Rha EeNp,mow baa gas bm redimd b avaunl br slepa. E-sigrred by Kinin Freeman 5)Ilnba:nrad srbxbob gave barnfowl lsr tl1:,bs"i 5)M Mbaas NplaagbEhairpins,baa rarr,tina9Mns,sgiN iaJrde uus oriel re0uamns br,raltge car,wrenl 9va bads. 9)see M art MTMIs W unla4 DMarsase bdaabd 7)SU BEHIS at beaSapNN pbcaroM. ANN/ 4'0 8)Prw:iona nope msaempmmtNrrvl movemntdlagea nermn(N avY,pamsperdton. --`` B1M aadliw,al nprrWr conuams alW b pOvidetl by Wws M betas as a6umd. %, 1p)rn:true gu dean hsgltl br•10.0 pd b0tlan Nora M baa mrcOnammlwiM n9 oabrivs bads. 11)'Th's tiuu gss lam deapba bra MbadaxO.ONfm ma OOMrrI NOrda tlarus aMrearedar,ge 3dOW by 2-Oo»a.wMtetn an u.l,amm . 3310 O'k droM.na an Dabs mmaa.. 12)423barMMO" awaaa1O11(by Dawe)N 31bbupM [Isle upabb MxilgslmG p423 bupig etpbl tt,6t mupfllapiM 1,61 mupN apNt 8. 4z3 bapNtalo:nlp,3Mb,atn apala.nd3teb aptnap:n 4. KEVIN WMEMAN 13)Pisvae aiNDr1 b reap•g0r{urNl brw d 30fif apses 10 all 11. M)Tlta Wu gYbem desiaba a ar�orm,v sstM Me T00918C Se6Dn 231UAA,3009 8tC SSOUan 901.10.x. 15)Tate fxeaeuten ro tpp tlb cl,ama a pWb.my De,Mhp w twsaq ame gape pbb mbl be repaiea bebre Me WMbp:Wt bb service. ill)TM1e fieL4insWN mesrMs Srt m bbad Imn N tlN truss desyn.Ralab a tlogn ixobssiond b aDaaiy find tieb canMc9ans and bmPalraY wpporta.M SetFnsldeal rtarMars null b pmPa,Ntlaled IsiOr t0 appyig my badtq b Me buss.TMs aeaai mtcyaea Mb fnel eN p0s9ion. \W+tsut TM aafeasbr�d eriarbaata sed inacabs Met a tsanaad prdessiorbl lbs m,bwed aN aestJn Mqa db amrgrds raraapm w911a VMs a p design 1914 cunaal seta blip poll.TM arpL"V creel:not d,approval ro use be s designated Beate.TM Srbl datasrtklatoll an atI001ar 2/13)2D73.. e Wss design b acceplabm Mdar tlb locally adoplad ddWlp c00a mat wile tl1a DuBdrN aetiel a desiPaed aPPotnae. ® WARNING -Verity design parameters and READ NOTES U(616)- Forest 1` d(6s,Y 2801 FAST BELTLI W RD.NE PHONE(6 issal F.151 FAX(6s.In 60060 GRAND RANDS,NI 49525 TMs Welding mmpwlent gas only been de signed M Me Mads rioted Dn Vas Crawirp.ConsbuaWn ad IaMp forces".not been 1'arlsiderBd. TM Wilda is reaponabm for li irp meMOas ad sysam design Bulla responsiNptes aro clef nni u TPI1.This design is basad only upon parameters sni all is for an mdivbual bulmng con boners m be Installed!and IoaOed senically.AppYOWMy of design parameters and proper irlwrrporaton a c0np0nsM is respanability Of Wilding daapaar-rat Mass designer.Smdrp suan is M lamra wppM a indiviWal web maMers only.Additional lempwary bradng as insure stability during cunsbuadon is Me mspor,abltly W Me beerier.Addisanal parmanad bracaN a Me overall su coun,is Me rosporlabaay of Me Wibiry designs.For genera gudarca m0erding mbncation,Auddy cw0ol,storage.dentary,arstlbn and bracin,mne81 SCSI 1-09 hum Me Wood Tmw Cwncil a Amence all Tway,Plans Insatne Reo3mmen0aMon avalads horn WTCA,6300 Entapnse LN,Madison,VM 53719 J:buppaMlAlakSuppWmplamsWp.tpe©co,yi Ml3 by:Universal Faros Pi Inc. UNIVERSAL FOREST PRODUCTS, INC. ,pp iNn Cubrs rfG 68713 D1054301 PRO BUILT 212 The professional engineering seal iridiwas that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the wrrent state Wilding code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a fuss design is acceptable under the locally adopted Wilding code rest with the Wilding official or designated appointee. SOF NEWY 0 RIP Y' 92 ix S) Corporate Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 ufpi.com JOB PBH-QN9476 Garage SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 3/5/2013 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria i -4 si 31 . i Xi 3 Location: 1� NY 120mph Exp C or less Building Description: 03/07/2013 Residential Two Story Modular Wood Frame Construction Codes: 2010 New York Residential Code 2005 NDS ASCE 7-05 Building Importance Category: II Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration (SDS) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd= 120 mph (3 second gust) Exposure= C Wind Exposure Adjustment Factor= 1.4 Wind Importance Factor 1.00 1.0 Snow Load Ground Snow Load = 45 psf Snow Importance Factor 1.00 4 JOB PBH-QN9476 Garage ` SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 3/5/2013 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Desian Criteria Location: NY 120mph Exp C or less Building Description: Residential Two Story Modular Wood Frame Construction Codes: 2010 New York Residential Code 2005 NDS ASCE 7-05 Building Importance Category: II Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration (SDs) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd= 120 mph (3 second gust) Exposure= C Wind Exposure Adjustment Factor= 1.4 Wind Importance Factor 1.00 1.0 Snow Load Ground Snow Load= 45 psf Snow Importance Factor 1.00 JOB PBH-QN9476 Garage SHEET NO. 2 OF 44 CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Design Criteria Cont Floor Diaphragm Aspect Ratio Length of side(1-1)(house width)= 23.5 ft. Length of side(LZ)(house length)= 20 ft. LZ& Lr = 1.2 :1 < 3 :1 OK Max Mean Roof Height= 30 ft. Roof Framing Span (Horizontal Projection)= 11.75 ft. Roof Framing Spacing= 16 in. o.c. Roof Overhang Length= 1 ft. Roof Slope = 9 :12 Roof Diaphragm Aspect Ratio Length of side&)(width)= 23.5 ft. Length of side (LZ)(length) = 20 ft. LZ& LJ = 1.2 :1 < 3 :1 OK Roof/Ceiling Assembly Dead Load= 15 psf Roof Framing Type = Truss Truss ID# D1054301 Max Uplift at Marriage Wall= 320 lbs per truss Max Uplift at Sidewall Wall= 423 Ibs per truss JOB PBH-QN9476 Garage SHEET NO. 3 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Deslnn Criteria Cont 1st Story Loadbearing Wall Height= 9 ft. 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 9 ft. 2nd Story Shearwall Height= 8 ft. OSB- PLY GYP 1 st Story Minimum Shearwall Length = H/3.5= 2.57 ft. H/1.5 = 6.00 ft. 2nd Story Minimum Shearwall Length = H/3.5 = 2.29 ft. H/ 1.5 = 5.33 ft. 1st Story Wall Length Available for Full Height Sheathing Bline_1 7.16 ft. Lline_A 14.00 ft. Bline 2 16.00 ft. Lline_B 14.00 ft. 1st Story Maximum Unrestrained Opening Height Hline_1 84 in. Hline_A 84 in. Hline 2 84 in. Hline B 66 in. 2nd Story Wall Length Available for Full Height Sheathing Bline_1 13.10 ft. Lline_A 14.00 ft. Bline_2 20.50 ft. Lline_B 14.00 ft. 2nd Story Maximum Unrestrained Opening Height Hline_1 66 in. Hline_A 66 in. Hline 2 0 in. Hline B 66 in. JOB PBH-ON9476 Garage SHEET NO. 4 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE ASCE 7-05 UPIM Connecdons Building Width = 23.5 ft. Roof Framing Spacing = 16 in. o.c. Roof/Ceiling Assembly Dead Load= 15 psf Roof Span = 11.75 ft. Amount of load to be subtracted per Story= _ {[(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load)x 0.6 _ { [(11.75 ft / 2) x 10 psf] + 60 plf) x 0.6 71 plf Vertical Design Wind Pressures 3 Sec Gust Wind Speed = 120 mph End Zone Wind Uplift Pressure = 15.6 psf MWFRS Figure 6-2 Max of Zones E &F Int.Zone Wind Uplift Pressure= 13.4 psf MWFRS Figure 6-2 Max of Zones G & H Overhang Wind Uplift Pressure= 15.6 psf MWFRS Figure 6-2 Max of Zones Eoh, Goh, E, F, G &H Wind Exposure Category= C Wind Exposure Adjustment Factor= 1.4 Wind Importance Factor 1.00 Adjusted Uplift Pressures Adjusted End Zone Wind Uplift Pressure = 21.84 psf Adjusted Int.Zone Wind Uplift Pressure= 18.76 psf Adjusted Overhang Wind Uplift Pressure= 21.84 psf Roof to 2nd Story Wall Connection Load = 317 plf 2nd Story Wall to 1st Story Wall Connection Load = 317 plf - 71 plf= 246 plf 1 st Story Wall to Foundation Connection Load = 246 plf - 71 plf= 175 plf JOB PBH-ON9476 Garage SHEET NO. 5 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE UPIHt Connections(conrM Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Roof Truss to 2nd Story Wall Stud Connection Connector: Simpson Strong-Tie MTS20 Fastener: (7)0.148inx1.5in nails in truss and (7) 0.148inx1.5in nails in wall stud Allowable Load = 860 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 317 pif 33 in. 32 in. JOB PBH-QN9476 Garage SHEET NO. 6 OF 44 CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Uplift Connections(cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection -line_A&line_B Connector: Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails (5 each end of strap) Allowable Load= 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 317 plf 30 in o.c. 16 in D.C. line_B 317 plf 30 in D.C. 16 in D.C. 2nd Story Wall Stud to 2nd Story Floor Band Connection -line-1&line-2 Connector: 7/16"OSB/PLY overlap 2 rows of 0.131"x2.5" Nails Allowable Load= 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 357 pif 6 in D.C. 6 in o.c. line_2 155 pif 6 in D.C. 6 in o.c. 2nd Story Floor Band to 1st Story Ceiling Band Connection -line_A&line_B Connector: Simpson Strong-Tie LSTA15 (12)0.148"x2.5"nails (6 each end of strap) Allowable Load= 950 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 246 plf 46 in D.C. 32 in D.C. line_B 246 plf 46 in D.C. 32 in D.C. 2nd Story Floor Band to 1st Story Ceiling Band Connection -line-1 Connector: 7/16"OSB/PLY overlap 2 rows of 0.131"x2.5"Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 357 pif 6 in D.C. 6 in D.C. 1st Story Ceiling Band to 1st Story Wall Stud Connection -line_A&line_B Connector Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails (5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 246 pif 39 in o.c. 32 in D.C. line_B 246 plf 39 in D.C. 32 in D.C. 1st Story Ceiling Band to 1st Story Wall Stud Connection -line-1& line-2 Connector 7/16"OSB/PLY overlap 2 rows of 0.131"x2.5"Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 357 plf 6 in D.C. 6 in D.C. line 2 0 plf 3 in o.c. 3 in D.C. JOB PBH-QN9476 Garage SHEET NO. 6A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE UplHt Connections(conCdl 1st Story Wall Stud to Floor Band Connection Connector: 7/16"OSBLPLY overlap floor rim joist 6" Fastener: 0.131in x 2-1/2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 96 lbs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing line_A 396 plf 5 in. D.C. line_B 353 plf 6 in. D.C. line-1 0 plf 3 in. D.C. line-2 582 plf 3 in. o.c. JOB PBH-QN9476 Garage SHEET NO. 7 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Uplift Connecdons(conrd) Design 1st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector: 7/16"OSB/PLY overlap sill plate 1.5" Fastener: 0.131in x 2-1/tin nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 lbs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing line_A 396 plf 2 in. D.C. line_B 353 plf 3 in. D.C. line—1 0 plf 2 in. o.c. JOB PBH-QN9476 Garage SHEET NO. 6 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Simla Shear Staple Capacity w/min. 7"penetration 'Other Dowel-Type Fasteners' D = 0.063 in Diameter is = 0.4375 in Side member thickness Fro = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = OSB/PLY Side member species Ra = 0.7791 = F,m/F„ Ms = SPF Main member species R, = 2.2657 = Im/I, SD = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor I, = 0.4375 in side member dowel bearing length F,m= 3350 psi main member dowel bearing strength F„ = 4300 psi side member dowel bearing strength Staple Capacity: Table 11.3.tA Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4 lbs Im Zlm= D x Im x F,m x CD = 153.5 Ib Rd I, Zi,= D x I,x Fa, x CD = 86.2 Ib Rd II Zii= k, x D x I,x F. x CD = 54.5 Ib Rd Illm Z111M= k2xDx1mxF. X CD = 56.3 Ib (1+2R,)x Rd III, Z111s= k3 x D x I,x Fem x CD = 33.6 Ib (2+R,)x Rd IV ZN= D2 x F2 x Fern x Fyb (112) = 20.2 Ib Rd 3 x(1 + R,) Minimum Shear, Zmin= 20.2 Ib Notes: K, = [Re+ (21R.2 x(1+R,+R,2))+ (R,2 x R f'm-(Ra x(1+R] = 0.6 (1+R,) K2 = -1 + (2 x(1+R))+ 2F x(1+2R,)x D2 )in) = 0.9 3F,m x Im2 K3 = -1 + (2 x(1+RB))+ 2F x(2+R,)x D2 )12) 1.4 R. 31F,m X 1,2 • JOB PBH-QN9476 Garage SHEET NO. 8A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Per Section 11.1.7 of 2005 NDS Slnale Shear Staple Capacity wl Metal Side Member wl min. 1"Penefrafion 'Other Dowel-Type Fasteners' D = 0.063 in Diameter is = 0.036 in Side member thickness F,d, = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = 20GA Steel Side member species R, = 0.0542 = F,m/F„ Ms = SPF Main member species R, = 27.778 = Im/I, Sc = 16 Staple Gage Im = 1 .. in main member dowel bearing length Co = 1.6 Load Duration Factor I, = 0.035 in side member dowel bearing length F,m = 3350 psi main member dowel bearing strength F. = 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3.11A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 52.5 lbs Im Z m = D x Im x Fem X CD = 153.5 Ib Rd I, Z„= D x I,x Fa, x CD = 102.0 Ib Rd II Z„= k, x D x 1,x F., x CD = 62.8 Ib Rd Illm Z,,,m= k2 x D X Im x F. X CO = 66.7 Ib (1+2R,)x Rd III, Z„i,= k3 x D x I,x F. x CD = 31.8 Ib (2+Ra x Rd IV ZN= p2 x 2 x Fem x Fyb (1/2) = 26.3 Ib Rd 3x(1 + R,) Minimum Shear,Zmin= 26.3 Ib Notes: K, = [Re+(2Ra x(1+R,+Rt2))+ (R 2 x Rjfr2)-[Ra x(1+R j] = 0.6 (1+Ra) K2 = -1 + (2 x (1+R.))+ 2F x(1+2Ra x D2 ('a) = 0.5 3F,m X Im2 K3 = -1 + (2 x(1+R,))+ 2F x(2+R,)x D2 (in) = 11.8 R. 3F,m x 1,2 JOB PBH-QN9476 Garage SHEET NO. 9 OF 44 r CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0.0598 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.5 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 1768 Ib 0.131"x2.5'Nail Capacity Shear Z= 83 Ib NDS Table 11 P Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= 132.8 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 14 nails each end of each strap JOB PBH-QN9476 Garage SHEET NO. 9A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.25 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x (Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 867.7 Ib 0.131"x2.5' Nail Capacity Shear Z= 81 Ib NDS Table 11 P Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= 129.6 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY = 7 nails each end of each strap JOB PBH-QN9476 Garage SHEET NO. 10 OF 44 CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Uplift Connections(coned) Marriage Wall Loads Truss ID# D1054301 Max Uplift at Marriage Wall = 320 lbs Unit Uplift Load = 240 plf = Roof to 2nd Story Wall Connection Load = 240 plf 2nd Story Wall to 1st Story Wall Connection Load = 240 plf - 53 plf= 187 plf Wall to Girder Connection Load = 187 plf - 53 plf= 134 plf 'Connection loads less than 0 do not require uplift connectors Amount of load to be subtracted per Story= [(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load {[(11.75 ft / 2) x 10 psf] + 30 plf) x 0.6 = 53 plf JOB PBH-QN9476 Garage SHEET NO. 11 OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Uplift Connections(coned) Marriage Wall Connection Design Truss to Mid-Span Roof Beam Connector: Hanger or Angle Fastener: 350#uplift capacity minimum Allowable Load = 350 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 240 plf 16 in. 16 in. JOB PBH-QN9476 Garage ♦ SHEET NO. 12 OF 44 • CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Uplift Connscflons(conCd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF#3 Nominal Tensile Stress F,= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1.3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F(= F,CD CF= 520 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load Pi= F,A= 4290 Ib > 423 Ib OK ' JOB PBH-QN9476 Garage SHEET NO. 13 OF 44 • CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shear Connections-Wind Roof Pitch = 9:12 Roof Height= 8.25 ft Roof Span = 11.75 ft. 3 Sec Gust Wind Speed= 120 mph Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 Max Wall Height= 9 ft Wind Importance Factor= 1.00 End Zone Length= 6.00 ft Building Length = 20 ft Floor/Ceiling Depth= 1.75 ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure= 25.7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure= 17.6 psf MWFRS Figure 6-2 Zone B Int. Zone Wail Horizontal Pressure= 20.4 psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure= 14 psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure= 23.58 psf = (Wall End Zone Press x 2 x End Zone Length )+[Wall Int.Zone Press x(Building Length- (2 x End Zone Length)] Building Length Average Roof Horizontal Pressure= 16.16 psf = (Roof End Zone Press x 2 x End Zone Length )+ [Roof Int Zone Press x(Building Length-(2 x End Zone Length)j Building Length Perpendicular to Ridge Roof Diaphragm Load = 227.6 plf = (Ave. Roof Hor. Press. x Roof Height) + (Ave. Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load = 319 pif Multiplied by Wind Exp. Factor& Imp. Factor Floor Diaphragm Load = 241.7 plf = [Ave. Wall Hor. Press.x(Wall Height+Floor/Ceiling Depth)] Adjusted Floor Diaphragm Load = 338 pif Multiplied by Wind Exp. Factor& Imp. Factor Parallel to Ridge Roof Diaphragm Load = 161 plf = (Ave. Roof Hor. Press. x Roof Height/2) + (Ave. Wall Hor. Press. x Wall Height/2) Adjusted Roof Diaphragm Load = 225 pif Multiplied by Wind Exp. Factor& Imp. Factor Floor Diaphragm Load = 241.7 pif = Same as Perp to Ridge Floor Diaphragm Load Adjusted Floor Diaphragm Load = 338 plf Multiplied by Wind Exp. Factor& Imp. Factor JOB PBH-QN9476 Garage SHEET NO. 14 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shear Connections-W(nd(conrd) Reference Sheet 13 for wroof&wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wrrbr = 319 pit wrw = 225 plf wfb,= 338 pit wlbor= 338 pit L= 20 ft. B= 23.5 ft. Vrw=w ax L= 6374 Ib V,f=w wxB= 3178 Ib Vfloor=wlbor x L= 6767 Ib Veom=wlloor x B= 4771. Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof 12/B= 136 pit vroof=Vroof/2/L= 79 pit vfloort =Vroof+Vfloorl /2/B= 280 pit vfloorl =Vroof+Vfloor/2/L= 199 pit vfloor2=Vroof+ [2 x(Vfloor/2/B)]= 424 pit vfloo2=Vroof+[2 x(Vfloor/2/L)] = 318 pit 1 JOB PBH-QN9476 Garage SHEET NO. 15 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BV DATE Shear Connections-Seismic 1conrdl ASCE 7-05 Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 8460 Ib R= 6.5 Table 12.14-1 Wswall= 4800 Ib Fa= 1.4 Section 12.14.8.1 Wewall= 5640 Ib F= 1.1 Section 12.14.8.1 Wgable= 1410 Ib SDs= 0.32 Secction 11.4.1 Wfloor= 11750 Ib 1 = 1.00 Seismic Importance Factor Wt,t,i= 32060 Ib Seismic Base Shear,V: Section 12.14.8.1 V= F x SDs x Wmw x 1 = 1736 Ib R Vertical Distribution, Fx: Section 12.14.8.2 F, = w, x V Wcwei Fx.roof= 458 Ib Floor Diaphragm Load= 1736 Ib Fx.floorl = 1072 Ib Fx.floo2= 1736 Ib Diaphragm Unit Shear Capacity Requirements B= 23.5 ft. L= 20 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B= 10 plf vroof=Fx.roof/2/L= 11 plf 1st floor doom from roof vfloorl =Fx.floorl /2/B= 23 plf vfloort =Fx.floorl /2/L= 27 plf vfloo2=Fx.floo2/2/B= 37 plf vfloo2=Fx.floo2/2/L= 43 plf / 1 JOB PBH-QN9476 Garage 1 SHEET NO. 16 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shear Connections(conVd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bline_1 13.10 ft. %line_1= 56 Bline 2 20.50 ft. %line_2= 87 Shearwall Unit Shear Capacity Vwall line-1=Vroof/2 Bline_1 Vwall line-1= 0 0 6374 Ib /(2x 13.10 ft.) Vwall line_1= 243 pit Wind Controls Vwall line-2=Vroof/2 Bline_2 Vwall line-2= 0 0 6374 Ib /(2x 20.50 ft.) Vwall line—2 = 155 plf Wind Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline_A 14.00 ft. %line_A= 70 Lline B 14.00 ft. %line_B= 70 Shearwall Unit Shear Capacity Vwall line_A=Vroof/2 Bline_A Vwall line_A= 0 0 3178 Ib /(2x 14.00 ft.) Vwall line_A= 113 plf Wind Controls Vwall line-13=Vroof/2 Bline_B Vwall line_B= 0 0 3178 Ib /(2x 14.00 ft.) Vwall line-13= 113 plf Wind Controls JOB PBH-QN9476 Garage SHEET NO. 16A OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shear Connections(conrd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_1 7.16 ft. %line_1= 30 Bline_2 16.00 ft. %line_2= 68 Shearwall Unit Shear Capacity Vwall line_1=Moot+Vfloor)/2 Bline_1 Vwall line-1= 0 0 6374 Ib + 6767 Ib /(2x 7.16 ft.) Vwall line-1= 918 plf Wind Controls Vwall line—2 =(Vroof+Vfloor)/2 Bline_2 Vwall line-2= 0 0 6374 Ib + 6767 Ib /(2 x 16.00 ft.) Vwall line—2= 411 plf Wind Controls Shear Parallel to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Lline_A 14.00 ft. %line_P 70 Lline_8 14.00 ft. %line_E 70 Shearwall Unit Shear Capacity Vwall line_A= Moot+Vfloor)/2 Bline_A Vwall line_A= 0 0 3178 Ib + 4771 Ib /(2 x 14.00 ft.) Vwall line_A= 284 plf Wind Controls Vwall line_B =(Vroof+Vfloor)/2 Bline_B Vwall line-13 = 0 0 3178 Ib + 4771 Ib /(2 x 14.00 ft.) Vwall line-B = 284 pit Wind Controls JOB PBH-QN9476 Garage t SHEET NO. 17 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shear Conneetlons(cont d) Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line_1= 56 %line_2= 87 Wind Parallel to Ridge %line_A= 70 %line B= 70 Maximum Unrestrained Opening Height 2nd Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1 66 in. Hline_A 66 in. Hline 2 0 in. Hline B 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1: 0.68 Fline_A 0.76 Fline 2 1.00 Fline B 0.76 Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line_1 30 %line 2 68 Wind Parallel to Ridge %line_P 70 %line E 70 Maximum Unrestrained Opening Height 1st Story Wall Height- 9 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1 84 in. Hline_A 84 in. Hline_2 84 in. Hline_B 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1: 0.53 Fline_A 0.72 Fline 2 0.71 Fline B 0.80 JOB PBH-QN9476 Garage SHEET NO. 18 OF 44 ' CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Shearwall Desian Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= 0.42 2nd Story Wall-line 1 PERFORATED 7/16"OSB w/0.131"x2.5"nails @'4"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value = 349 plf vs= 1.40 (Tab. Value) = 488 plf V,= 0 plf Shear Capacity of Shearwall Assembly Vs = 488 plf + 0 plf = 488 plf > 243 plf OK 2nd Story Wall-line_2 PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value= 239 plf vs= 1.40 (Tab. Value) = 334 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 334 plf + 0 plf = 334 plf > 155 plf OK 2nd Story Wall-line_A PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge & 12"o.c. field nailing(exterior) Tabulated Value = 239 plf vs= 1.40 (Tab.Value)= 334 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 334 plf + 0 plf = 334 plf > 113 plf OK 2nd Story Wall-line_B PERFORATED 7/16" OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value = 239 plf vs= 1.40 (Tab. Value)= 334 plf V,= 0 plf Shear Capacity of Shearwall Assembly Vs = 334 plf + 0 plf = 334 plf > 113 plf OK JOB PBH-QN9476 Garage 4 SHEET NO. 18A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shearwall Desllan Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= 0'd2` 1st Story Wall-line-1 APA Portal Frame 1st Story Wall-line_2 PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 3"o.c. panel edge& 12"o.c. field nailing(exterior) Tabulated Value= 450 plf vg= 1.40(Tab. Value) = 630 plf V,= 0 plf Shear Capacity of Shearwall Assembly Vs = 630 plf + 0 plf = 630 plf > 411 plf OC 1st Story Wall-line_A PERFORATED 7/16"OSB w/0.131"x2.5'nails @ 4"o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value = 349 plf vs= 1.40(Tab.Value)= 488 plf vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 488 plf + 0 plf = 488 plf > 284 plf OK 1 st Story Wall-line—13 PERFORATED 7/16"OSB w/0.131'x2.5'nails c@ 4"o.c. panel edge & 12"o.c.field nailing (exterior) Tabulated Value = 349 plf vs= 1.40(Tab. Value)= 488 plf Vs= 0 plf Shear Capacity of Shearwall Assembly V, = 488 plf + 0 plf = 488 plf > 284 plf OK JOB PBH-QN9476 Garage SHEET NO. 16B OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE SCALE Portal Framina-Line 7 APA Form No. TT-1008 Minimum Wall Segment Length- 21.5 in Number of Segments Required- 4 Table 1 Footnote (c) Wall Height- 9 ft Allowable Design Value- 1179 lbs Specific Gravity of Framing- 0.5 Specific Gravity Adjustment Factor - 1 Table 1 Footnote (a) Wind Increase Factor 1.4 Table 1 Footnote (d) Adjusted Allowable Design Value- 1651 Shear Capacity Requirement- V�.f= 6571 lbs vmof=V,,f/#wall segments= 1643 lbs per segment 1643 lbs load < 1651 Ib capacity OK JOB PBH-QN9476 Garage SHEET NO. 19 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 SPF#3 Sample Calculation Nominal Tensile Stress Ft= 260 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF = 1.5 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F,= Ft CD CF= 600 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load Double 2x4-With Splices Pi= F,A= 3150:' Ib Double 2x4- No Splices 8300 Ib Double 2x6-With Splices Pi= F,A= 4290 Ib Double 2x6- No Splices 8580 Ib Double 2x10-With Splices P(= Fi A= 5550 Ib Double 2x10-No Splices 11100 Ib Z= 1312 Ib 0.131"x 3.0"Nails Minimum splice lap where splices are allowed = 6 ft 2nd Floor Endwalls T= 3187 Ib Double 2x6 Top Plate- No Splices Sidewalls T= 1065 Ib Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 17 in D.C. 1 st Floor Endwalls T= 6571 Ib Double 2x6 Top Plate- No Splices Double 2x10 Perimeter Rail-No Splices Sidewalls T= 2663 Ib Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 14 in D.C. Double 2x10 Perimeter Rail-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 14 in o.c. 1 JOB PBH-QN9476 Garage SHEET NO. 20 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shearwall Deslan 1conrdl Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height- 8 ft. Shear Perpendicular to Ridge vline_1= 486plf x 0.68 = 333 -plf > 243 plf` OK vline 2 334'- plf x 1.00 = 334 pff > 155 plf OK Shear Parallel to Ridge vline A 334r plf x 0.76 = 254 plf > 113 pff OK vline B 334 plf x 0.76 = 264 plf > 113 ptf OK 1st Story Wall 1st Story Wall Height- 9 ft. Shear Perpendicular to Ridge vline_t= 0 plf x 0.53 = 0 ptf = 0 plf OK vline_2 630 plf x 0.71 = 444 pff > 411 plf OK Shear Parallel to Ridge vline_A 408 pif x 0.72 = 350 pff > 284 plf OK vline B 488 plf x 0.80 = 392 pff > 284 plf O Note: Perforated Capacity limited to 490pif for Seismic and 686pif for wind JOB PBH-QN9476 Garage SHEET NO. 21 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width)= 23.5 ft. Length of side (LZ)(house length) = 20 ft. Dead Load Resistance to Overturning-line—I& line-2 Dead Load = 65 plf Dead Load* Length to Overturning @ Pivot Point= 763.8 lbs*0.60 = 458 Return Wall Dead Load = 2 150 *0.60 = 180 Dead Load Resistance to Overturning-line_A& line_B Dead Load= 150 plf Dead Load*Length to Overturning @ Pivot Point= 1500 lbs*0.60= 900 Return Wall Dead Load= * 65 *0.60 = 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 2nd Story Module to 1st Story Module-line_1 PERFORATED Wind Controls T= 243 plf x 8.0 ft. / 0.68 = 2855 Ib + Ib - 638 lbs DL= 2217 Ib Connector. (2)Simpson Strong-Tie CS16 straps Fastener: w/ (22) 10d nails ea strap Allowable Load = 1705 Ib x 2 straps=3410 lbs 2nd Story Module to 1 st Story Module-line_2 PERFORATED Wind Controls T= 155 plf x 8.0 ft. / 1.00 = 1244 Ib + Ib 638 lbs DL= 605 Ib Connector: (1)Simpson Strong-Tie CS16 strap Fastener. w/ (22) 10d nails ea strap Allowable Load = 1705 Ib 2nd Story Module to 1 st Story -line_A PERFORATED Wind Controls T= 113 plf x 8.0 ft. / 0.76 = 1195 Ib + Ib 900 lbs DL= 295 Ib Connector: (1)Simpson Strong-Tie CS16 strap Fastener: w/ (22) 10d nails ea strap Allowable Load = 1705 Ib 2nd Story Module to 1 st Story Module-line_B PERFORATED Wind Controls T= 113 plf x 8.0 ft. / 0.76 = 1195 Ib + Ib - 900 lbs DL= 295 Ib Connector: (1) Simpson Strong-Tie CS16 strap Fastener: w/ (22) 10d nails ea strap Allowable Load = 1705 Ib JOB PBH-QN9476 Garage • SHEET NO. 21A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overhimina Conn"flone Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width)= 23.5 ft. Length of side(LZ)(house length)= 20ft. Dead Load Resistance to Overturning-line-1&line-2 Dead Load = 65 plf Dead Load* (Length to Overturning @ Pivot Point/2)= 763.8 lbs*0.60= 458 Return Wall Dead Load = 2 150 *0.60= 180 Dead Load Resistance to Overturning- line_A&line-13 Dead Load= 150 plf Dead Load*(Length to Overturning @ Pivot Point/2)= 1500 lbs* 0.60= 900 Return Wall Dead Load= * 65 *0.60 = 0 Required Holddown Capacity T= vxh Segemented T=v x h/Co Perforated 1 st Story Module to Foundation -line-1 APA Portal Frame Wind Controls Connector: Simpson Strong-Tie STHD14RJ Fastener. w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in from comer Allowable Load 5345 Ib 1st Story Module to Foundation-line_2 PERFORATED Wind Controls T= 411 plf x 9,0 ft. / 0.705 = 5241 Ib + 605 Ib - 638 lbs DL= 5208 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from comer Allowable Load 5345 Ib 1 st Story Module to Foundation-line_A PERFORATED Wind Controls T= 284 plf x 9.0 ft. / 0.717 = 3565 Ib + 295 Ib - 900 lbs DL= 2960 Ib Connector. Simpson Strong-Tie STHD14RJ Fastener. w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from comer Allowable Load 5345 Ib 1 st Story Module to Foundation -line_B PERFORATED Wind Controls T= 284 plf x 9.0 ft. / 0.803 = 3180 Ib + 295 Ib - 900 lbs DL= 2575 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from comer Allowable Load 5345 Ib JOB PBH-QN9476 Garage SHEET NO. 22 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Overiumino Connections(cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation (1) 2x6 SPF#3 Nominal Tensile Stress Ft= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF = 1.0 ANSI/AF&PA NDS Table 4B Allowable Tensile Stress F =Ft CD CF= 400 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Studs A= 8.25 in Allowable Tensile Load P(= F(A= 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131"x 3.0"Nails Specific Gravity of Member Stud Height= 9 ft G = 0.42 Thickness of Member t,= 1.50 in. Lateral Capacity Z= 82 lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131 Ib ANSI/AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 Ib / 9 It ) x ( 12 in / 1 ft ) _ 8 in D.C. JOB PBH-QN9476 Garage SHEET NO. 23 OF 44 • CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Slidina Connections Roof Pitch = 9:12 Wall Height= 9 ft. Roof member spacing= 16 in D.C. 3 Sec Gust Wind Speed = 120 mph Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 Load from wind on Wall End Zone Wall Horizontal Pressure= 25.7''- psf MWFRS Figure 6-2 Zone A End Zone Wind Load = End Zone Wall Press x(Wall Height/2) End Zone Wind Load = 115.7 plf Adjusted End Zone Wind Load= End Zone Wind Load x Wind Exp Factor= 161.9 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 1589 Ib See pages 14 & 15 Length of Unit= 20 ft, Load along sidewall in diaphragm chord= sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= 79.44 plf Req. Roof to E.Z. Wall Load = Max(adj.end zone wind load,Idiaphragm chord load)x roof mem.spacing= Req. Roof to E.Z. Wall Load = 215.9 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G= 0.42 Thickness of Member t,= 1.50 in. Lateral Capacity of Nails Z= 82 lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor Co= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe Nail Factor Ct, = 0.83 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z CD Cb = 109 Ib ANSI/AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 216 Ib 109 Ib cap 2 per framing member JOB PBH-QN9476 Garage SHEET NO. 23A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.131"x 3.0"Nails in End-Grain. Specific Gravity of Member G = 0.42 Thickness of Member I.= 1.50 in. Lateral Capacity Z= 82.0 lbs ANSI/AF&PA NDS Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 End-Grain Nail Factor Cb= 0.67 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87.9 Ib ANSI/AF&PA NDS Table 10.3.1 Top Plate to Studs& Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 216 Ib 88 Ib cap 3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0"Nails Allowable Lateral Capacity of Nails Z' = ZCD = 82 Ib x 1.6 = 131 Ib Req'd Stud Req'd Load Spacing = Load 216 Ib / 16 in oc 162 pif Nail Req'd Req'd Capacity / Load = Spacing 131 Ib cap 162 pif 9 in D.C. JOB PBH-QN9476 Garage SHEET NO. 24 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Slidina Connecfione(cont'd) Alternate Roof to Wall Plate Connection Connector: Simpson Strong-Tie H10A Fastener: (9)0.148"x 1 1/2"nails in truss and (9)0.148"x 1 1/2"nails in plate Allowable Load = 285 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 162 plf 21 in. 16 in. JOB PBH-ON9476 Garage SHEET NO. 25 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Slidina Connections IcoM'dl Design 2nd Story to 1 st Story Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G= 0.42 Thickness of Member I.= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Cb= 0.83 ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ct, = 109 Ib ANSI/AF&PA NDS Table 10.3.1 2nd Story to 1st Story Connection-line-1&line-2 v=Vfloorl = 280 plf Ref. Sheet 14 & 15 Connection: 0.131"x 3"toenails. @ 4 "D.C. 2nd Story to 1st Story Connection-line_A& line_B v=Vfloorl = 199 plf Ref. Sheet 14 & 15 Connection: 0.131"x 3"toenails. @ 6 "O.C. JOB PBH-QN9476 Garage SHEET NO. 25A OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sliding Connections (coned) Design 1st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G = 0.42 Thickness of Member is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ct, = 0.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C� = 109 Ib ANSI/AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection -line-1&line-2 v=Vfloo2= 424 plf Ref. Sheet 14 &15 Connection: 0.131"x 3"toenails. @ 3 "D.C. 1st Story to Sill Plate Connection-line_A& line-13 v=Vfloo2= 318 plf Ref. Sheet 14 & 15 Connection: 0.131"x 3"toenails. @ 4 "D.C. JOB PBH-QN9476 Garage i SHEET NO. 26 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sliding Connections Confd Design Alternate 2nd Story to 1st Story Connection 2nd Story to 1 st Story Connection-line_1&line-2 v=Vfloorl = 280 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131 in x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 280 plf 24 in. 2nd Story to 1 st Story Connection- line_A&line_B v=Vfloorl = 199 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131in x 1 Win nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 199 plf 34 in. Design Alternate 1st Story to Sill Plate Connection 1 st Story to Sill Plate Connection-line 1&line-2 v=Vfloo2= 424 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131 in x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 424 plf 16 in. 1 st Story to Sill Plate Connection-line_A& line_B v=Vfloo2= 318 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131in x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 318 plf 21 in. • JOB PBH-QN9476 Garage SHEET NO. 27 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Anchor Bok Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line-1 Connection: 1/2 "dia.Anchor Bolts @ 12 "D.C. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate to= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Zp= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Zq CD= 1088 Ib Vfloo2 = 424 plf Ref. Sheet 14 & 15 Load at anchor bolt= Vfloo2 x Anchor Bolt Spacing Load at anchor bolt= 424 plf x 12 "D.C. = 424 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 424 Ib / 1088 Ib = 0.39 Check Compression Perpendicular to the Grain 1/8in thick min,washer required Uniform Uplift Load=Max of uplift bad at foundation from roof and uplift bad from perforated sheamall if applicable. Uniform Uplift Load = Max of 175 plf See page 4 and 0 plf See page 18A Uniform Uplift Load = 175 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 175 plf x 12 "o.c. Concentrated Uplift Load = 175 Ib Allowable Compression Stress Perpendicular to the Grain F�L = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5 + 1/16)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain P�L = Fc-L Awasher= 565 psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 175 Ib / 2120 Ib = 0.08 Total CSI = CSI shear+CSI uplift= 0.39 + 0.08 = 0.47 OK JOB PBH-QN9476 Garage SHEET NO. 27A OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE SlIdina Connections(corda) Sill Plate to Foundation Connection-line 2 Anchor Bolts shared with Main House Line—1 JOB PBH-QN9476 Garage SHEET NO. 27B OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Anchor Bolt Spacing OK 311dina Connections(conCd) Sill Plate to Foundation Connection -line A Connection: 1/2 "dia.Anchor Bolts @ 28 "D.C. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate to= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Zn= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Za Co = 1088 Ib Vfloor2 = 318 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= 318 plf x 28 "D.C. = 742 Ib CSI =Load at anchor bolt/Z' CSI Shear=> CSI = 742 Ib / 1088 Ib = 0.68 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift bad at foundation from roof and uplift load from perforated sheawall if applicable. Uniform Uplift Load =Max of 175 plf See page 4 and 284 plf See page 18A Uniform Uplift Load = 284 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 284 plf x 28 "D.C. Concentrated Uplift Load = 662 Ib Allowable Compression Stress Perpendicular to the Grain F,L = 565 psi ANSI/AF&PA NDS Table 48 Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 22 -((n/4) (0.5 + 1/16)A2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pd = FcL Awasher= 565 psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/P,perp = 662 Ib / 2120 Ib = 0.31 Total CSI =CSI shear+CSI uplift= 0.68 + 0.31 = 0.99 OK JOB PBH-QN9476 Garage SHEET NO. 27C OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Anchor Bok Spacing OK Slidina Connection(cont'd) Sill Plate to Foundation Connection-line_B Connection: 1/2 "dia.Anchor Bolts @ 28 "D.C. Design Sill Plate to Foundation Connection Assume 1/2 "dia. Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate IS= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z„= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Zn CD= 1088 Ib Vfloo2 = 318 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloo2 x Anchor Bolt Spacing Load at anchor bolt= 318 plf x 28 "D.C. 742 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 742 Ib / 1088 Ib = 0.68 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift bad from perforated shearwall if applicable. Uniform Uplift Load = Max of 175 plf See page 4 and 284 plf See page 18A Uniform Uplift Load = 284 pif Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 284 plf x 28 "D.C. Concentrated Uplift Load = 662 Ib Allowable Compression Stress Perpendicular to the Grain FAL = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awaaher= 2 2 -((Tr/4)(0.5 + 1/16)A2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain PSL = FAL Awasher= 565 psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 662 Ib / 2120 Ib = 0.31 Total CSI = CSI shear+CSI uplift= 0.68 + 0.31 = 0.99 OK JOB PBH-QN9476 Garage SHEET NO. 28 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= 120 mph Suction Pressure from Wind-ASCE 7 Figure 6-3, Use 10psf minimum C&C Pressures Interior Zone Zone 1 = 25.9 psf Perimeter Edge Zone Zone 2 = 30.3 psf Overhang Zone Zone 2 OH = 43.9 psf Overhang Zone Zone 3 OH = 43.9 psf Wind Importance Factor= 1.00 Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 C&C Pressures Adjusted Interior Suction Pressure= 36.3 psf Zone 1 Adjusted Perimeter Suction Pressure= 42.4 psf Zone 2 Adjusted Overhang Suction Pressure= 61.5 psf Zone 2 OH Adjusted Overhang Suction Pressure= 61.5 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 23.5 ft. Z= 10% Minimum Building Dimension= 2.35 ft. But not less than 3 ft. Roof Framing Spacing= 16 in. D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 36 psf x 1.33 ft. = 48 plf Perimeter Edge Zone= 42 psf x 1.33 ft. = 57 plf Overhang Zone = 61 psf x 1.33 ft. = 82 plf JOB PBH-QN9476 Garage SHEET NO. 29 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sheathina Connections(cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB(Unblocked) Fastening: 0.131"x2.5"nails at 6 "D.C. panel edge fastening and 12 "D.C. field fastening Specific Gravity of Roof Framing G= 0.42 Diameter of Nails D= 0.131 in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 34 Ib/in. Length of Nail Penetration Lp= L-t= 2.063 in. Withdrawal Capacity per Nail W'LP = 69 Ib Required Suction Load Capacity Interior Zone= 48 plf Ref. Sheet 28 Perimeter Edge Zone= 57 pif Ref. Sheet 28 Overhang Zone = 82 pif Ref. Sheet 28 Required Fastening Interior Zone= 12 "D.C. Perimeter Edge Zone= 6 "D.C. Overhang Zone= 6 "O.C. JOB PBH-QN9476 Garage SHEET NO. 30 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Shesthina Connections(confd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max V, f= 6374 Ib B = 23.5 ft. vroof= 136 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= 0.42 Roof Sheathing: 7/16"OSB (Unblocked) Fastening: 0.131"x2.5"nails at 6 "D.C. panel edge nailing and 12 "D.C. field nailing Tabulated Value= 211.6 plf vs = 14 (Tab.Value) See Supplement Table 2C Footnote 1 296.2 plf > 136 plf OK JOB PBH-QN9476 Garage SHEET NO. 31 OF 44 ' CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sheathing Conneetlona(coned) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vflw= 6767 Ib B = 23.5 ft. vfloor= 144 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= 0.42 Floor Sheathing: 5/8in OSB (Unblocked) Fastening: 0.148'x3"nails at 6 "D.C. panel edge fastening and 12 "D.C. field fastening Tabulated Value= 262.2 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 367.1 plf > 144 plf OK JOB PBH-QN9476 Garage SHEET NO. 32 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sheathing Connections Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= 120 mph Suction Pressure from Wind-ASCE 7 Figure 6-3 C&C Pressures Interior Zone(Zone 4)= 28.1 psf Edge Zone(Zone 5) = 34.7 psf Wind Importance Factor= 1100 Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 Adjusted Interior Suction Pressure= 39.3 psf Adjusted Perimeter Suction Pressure= 48.6 psf Perimeter Edge Zone Width Minimum Building Dimension = 23.5 ft. Z= 10% Minimum Building Dimension= 2.35 ft. But not less than 3 ft. Wall Framing Spacing= 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. O.C. Interior Zone= 39 psf x 1.33 ft oc. = 52 plf Edge Zone= 49 psf x 1.33 ft oc. = 65 plf JOB PBH-QN9476 Garage SHEET NO. 33 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Sheathina Conneedons(eont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16"OSB Fastening: 0.131"x2.5"nails at 6 "o.c. panel edge nailing and 12 "D.C. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D= 0.131 in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CO= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W,=W CD= 34 Ib/in. Length of Nail Penetration Lp= L-t= 2.063 in. Withdrawal Capacity per Nail W'LP = 69 Ib Required Suction Load Capacity Interior Zone= 52 pif Perimeter Edge Zone= 65 plf Required Fastening Interior Zone= 12 "D.C. Perimeter Edge Zone= 6 "D.C. JOB PBH-QN9476 Garage SHEET NO. 34 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Roof is made with Trusses. No Rafters Conneetlons Reaulred JOB PBH-QN9476 Garage SHEET NO. 35 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Overhana Connection Outlooker to Endwall Roof Pitch= 9:12 Roof Span = 11.75 ft. Roof Overhang Length= 1 ft. 3 Sec Gust Wind Speed= 120 mph Overhang Uplift Load= 61.46 psf Zone 2 OH See page 28 Overhang Uplift Load= 61.46 psf Zone 3 OH See page 28 Outlooker Spacing = 16 in D.C. Tabulated Overhang Uplift Connection Load Zone 2oh= 81.95 lbs Tabulated Overhang Uplift Connection Load Zone Soh = 81.95 lbs Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 Adjusted Ridge Connection Load Zone 2 OH = 115 lbs Adjusted Ridge Connection Load Zone 3 OH = 115 lbs Connector: 0.131"x3" Nails w/ 1.5"pen. Allowable Load= 50.4 Ib Connectors Per Outlooker Req'd Zone 2 OH = 3 per outrigger Connectors Per Outlooker Req'd Zone 3 OH = 3 per outrigger ' JOB PBH-QN9476 Garage SHEET NO. 36 OF 44 4 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: D1054301 Ridge Connection"5" 79 / 81 / 76 / 0 Use: 1 1/4"x 12"x 20 ga steel strap w/(7)0.131x2.5'nails each end &(2)0.131'x3.0"nails toed Lateral Value 0.131'x3.0"toe-nailed =82 x 1.15 Cd x .83 Ctn x 2 nails= 156 lbs Flip Connection "4&6" 164 / 158 / 326 / 0 Use: 1 1/4"x 12"x 20 ga steel strap w/(7) 0.131x2.5'nails each end&A34 each side Lateral Value 0.131'x3.0"toe-nailed =82 x 1.15 Cd x .83 Ctn x 2 nails= 156 lbs JOB PBH-QN9476 Garage ' SHEET NO. 37 OF 44 CALCULATED BY DB DATE 3/5/2013 ' CHECKED BY DATE Root is made with Trusses. No Rattere Conneetlons Required JOB PBH-QN9476 Garage SHEET NO. 38 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE D llan Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS20 (7)0.148inx1.5in nails in truss Stud Connection 317 plf and(7) 0.148inx1.5in nails in Sheet 5 32 in D.C. wall stud to N 3 m p V) w C 0 w m e e 0 U Q D Note: 8d nails=0.131'x 2.5, 10d nalls=0.148"x 3"6 16d nails=0.131'x 3.25' unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 38A OF 44 CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Deslan Summary r—M—a-ii-o—n7 Connection Wall Force Spacing Reference Simpson Strong-Tie LSTA12 line_A 317 plf 16 in o.c. (10)0.148'X2.5"nails 2nd Story Wall (5 each end of strap) line_B 317 plf 16 in D.C. Stud to 2nd Story Floor Band 6 Connection 7/16"OSB/PLY overlap line-1 357 pff 6 in D.C. 2 rows of 0.131'X2.5"Nails line-2 155 pH 6 in D.C. Simpson Strong-Tie LSTA15 line—A 246 pff 32 in D.C. C (12)0.148'W.5"nails (6 each end of strap) j 2nd Story Floor line _B 246 plf 32 in D.C. ® Band to 1 at Story C Ceiling Band 6 V Connection 7/16"OSB/PLY overlap line-1 357 plf 6 in D.C. 2 rows of 0.131"x2.5"Nails a Simpson Strong-Tie LSTA12 line_A 246 plf 32 in D.C. (10)0.148inx2.5in nails 1 st Story Ceiling (5 each end of strap) line_B 246 plf 32 in D.C. Band to tat Story Wall Stud 6 Connection 7/16"OSB/PLY overlap line_1 357 plf 6 in D.C. 2 rows of 0.131"x2.5"Nails line_2 0 plf 3 in D.C. Note: 8d nails=0.131"x 2.5, 10d nal/s=0.148"x 3"618d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device Osted. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 36B OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Deslan Summary Location connection Wali Force Spacing Reference 7/16"OSB/PLY overlap floor line_A 396 plf 5 in o.c. rim joist 6" 1stStory Wall line_B 353 plf 6 in D.C. Stud to Floor 0.131 in x 2-1/2in nails 6A to Band Connection line_1 0 plf 3 in o.c. O Use 2 rows of fasteners along bottom edge of panel C line_2 582 plf 3 in o.c. C O V 7/16"OSB/PLY overlap sill line_A 396 pH 2 in D.C. plate 1.5' CL line_B 353 ptt 3 in o.c. Floor Band to Sill Plate Connection 0.131in x 2-1/2in nails Sheet 7 Use 1 row of fasteners along line-1 0 pff 2 in D.C. bottom edge of panel Note: 8d nails-0.131'x 2.5, 10d nails a 0.148'x 3'8 18d nalls m 0.131'x 3.25' unless otherwise noted M equal or better connection device may be substituted for any connection device//steel. Staples and Toe-Nails may not be used/n Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 38C OF 44 ( CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Desi n Summa Location Force Connection Fasteners Required Reference Truss to Mid-Span Roof Beam 240 plf Hanger or Angle 35011 uplift capacity minimum Sheet 11 16 in o.c. w cd 3 `o w w c 0 w m e e 0 v a Note., 8d nalls-0.131'x 2.50, 10d nails=0.148'x 3'd 18d nails=0.131"x 3.25' unless otherwise noted An equal or better connection device may be subsdWted for any connection device listed. Staples and Too-Nails may not be used in Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 39 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line_1 7/16"OSB w/0.131"X2.5"nails 243 pff @ 4"o.c.panel edge&12"D.C. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-fine_2 7/16"OSB w/0.131"x2.5"nails 155 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line_A 7/16"OSB w/0.131'7Q.5"nails 113 plf @ 6"o.c.panel edge& 12"D.C. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line_B 7/16"OSB w/0.131"x2.5"nails 113 plf @ 6"o.c.panel edge&12"D.C. Sheet 18 >1 Perforated field nailing(exterior) a E a Q ? 1st Story Wall-line-1 C 18B mAPA Portal Frame t to 1 st Story Wall-line_2 7/16"OSB w/0.131"x2.5"nails 411 plf @ 3"D.C. panel edge&12"o.c. 18A Perforated field nailing(exterior) 1 st Story Wall-line_A 7/16"OSB w/0.131'W.5"nails 284 pH @ 4"o.c.panel edge&12"o.c. 18A Perforated field nailing(exterior) 1 st Story Wall-line_B 7/16"OSB w/0.131"x2.5"nails 284 plf @ 4"O.C. panel edge&12"o.c. 18A Perforated field nailing(exterior) Note: 8d nails-0.131"x2.5 , 10d nails=0.148'x 3'& 18d nalls=0.131'x 3.25' unless otherwise noted An equal or better connection device may be subsdhdod for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB PBH-QN9476 Garage SHEET NO. 40 OF 44 CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Design Summary(con'd) Note: Comer Studs 8 Built up Column Studs to be fastened together w/2 rows staggered of 0.131'W" Nails at 8 in D.C. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line—I (2)Simpson Strong-Tie CS16 2217 Ib (22)10d nails as strap Sheet 21 straps 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 605 Ib (22)10d nails as strap Sheet 21 strap 2nd Story Module to tat Story line—A (1)Simpson Strong-Tie CS16 295 Ib strap (22) 10d nails as strap Sheet 21 C 2nd Story Module to tat Story dModule-line_B (1)Simpson Strong-Tie CS16 C 295 Ib strap (22)10d nails as strap Sheet 21 C O U tat Story Module to Foundation C -line-1 Simpson Strong-Tie 1/2 in min concrete cover and 3 STHD14RJ (30)16d sinkers,locate 1.5in 21A APA Portal Frame from comer d 0 tat Story Module to Foundation -line-2 1/2 in min concrete cover and 5208 Ib Simpson Strong-Tie STHDI4RJ (30) 16d sinkers,locate 1.5in 21A from comer tat Story Module to Foundation -line_A 1/2 in min concrete cover and 2960 Ib Simpson Strong-Tie (30) 16d sinkers,locate 1.5in 21A STHDI4RJ from corner tat Story Module to Foundation -line-13 1/2 in min concrete cover and 2575 Ib Simpson Strong-Tie (30) 16d sinkers,locate 1.5in 21A STHDI4RJ from comer Note: 8d nalls=0.131'x 2.5', 10d nails=0.148'x 3'6 18d nails=0.131"x 3.25' unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used In Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 41 OF 44 ( CALCULATED By DB DATE 3/5/2013 CHECKED BY DATE Dealan Summary[con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nalls may not be used/n Seismic Zones worse than C. All fasteners Into sill plate must be corrosion resistant Location Force Connection Fasteners; Required Reference 0.131"x3"toenails. Roof to Wall Plate Connection 216 Ib 2 23 0.131"x3.0"Nails in End- Top Plate to Studs&Bottom 216 Ib Grain. NA 23A Plate to Studs 3 per stud 0.131"x3.0"Nails Bottom Plate to Floor 162 plf NA 23A 9 in o.c. to C O r m C C O U V) e N 0.131"x 3"toenails. 2nd Story to 1st Story 280 plf @ 4 in OC N/A 25 Connection-line—1&line—2 0.131"x 3"toenails. 2nd Story to 1 at Story 199 pK @ 6 in OC N/A 25 Connection-line—A&line—B 0.131"x 3"toenails. 1 st Story to Sill Plate 424 plf @ 3 in OC N/A 25A Connection-line-1&line—2 0.131"x 3"toenails. 1st Story to Sill Plate 318 plf @ 4 in OC N/A 25A Connection-line—A&line—B Note: 8d nails-0.131'x 2.5', 10d nails=0.148'x 3'& 16d nails=0.131"x 3.25' unless otherwise noted ' JOB PBH-ON9476 Garage SHEET NO. 42 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference e 0 d C e 0 V IM c N 2nd Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 1593 Ib 1 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Rim to Ceiling Rim across strep Mateline 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 1593 Ib 1 Simpson LSTA30 Straps NA Mateline strep 1 st Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 3285 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Rim to Ceiling Rim across strap Mateline 1 at Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3285 Ib 3 Simpson LSTA30 Straps strap Mateline Note. 8d nalls-0.131'x 2.50, 10d nails=0.148'x 3'6 16d nails=0.131'x 3.25' unless odyerwise noted An equal or better connection device may be substituted/or any connection device listed. Staples and Toe-Nails may not be used In Seismic Zones worse than C. JOB PBH-QN9476 Garage SHEET NO. 43 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Design Summa con'd Location Force Sheathing Connection Reference MAIN ROOF: 136 pff 0.131"X2.5"nails at 6"o.c.panel edge nailing and 12"o.c.field Roof Sheathing 7/16"OSB (Unblocked) nailing Shee129 Shear OVERHANGS: L 6 in o.c. edge 8 field m Wall Sheathing 65 pff0.131'X2.5"nails at ,= 7/16"OSB 6"o.c.panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"D.C.field nailing 144 pff 0.148"x3"nails at 6"o.c.panel Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"D.C. Sheet 31 Shear field fastening Location Connection Reference r- 0 1 1/4"x 12"x 20 ga steel strap w/(7) 0.131x2.5" nails each end 8(2) Ridge Connection Sheet 36 "5' 0.131"x3.0"nails toed m c e 0 V 1 1/4"x 12"x 20 ga steel strap w/(7)0.131x2.5"nails each end & Flip Connection"4&6" Sheet 36 A34 each side O Cl) 1ff O O to 3 t— Location Force Connection Fasteners Required Reference 424 plf sliding 2"square washer w/12"Anchor Sill Plate to Foundation Bog(Assume 1/16"oversized hole) @ 12 in OC 27 C Connection-line-1 and p 175 plf uplift 1/8in thick min.washer required w V m Sill Plate to Foundation C Anchor Bolts shared with Main House Line 1 27A c Connection-line 2 — O tJ C 318 plf sliding 2"square washer w/12"Anchor O Sill Plate to Foundation@ 28 in OC Connection-line_A and 8o8(Assume 1/16"oversized hole) 27B "O 284 plf uplift 1/8in thick min.washer required C 7 318 plf sliding 2••square washer w/12"Anchor 0 Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 28 in OC Connection-line_B 27C 284 plf uplift 1/8in thick min.washer required 8d nails=0.131'x 2.5, 10d nails=0.148'x 3'd 16d nails is 0.131'x 3.25'unless otherwise noted An equal or better connection device may be substhuted for any connection device Nsted. Staples and Toe-Nails may not be used in Seismic Zones worse than C. ! JOB PBH-QN9476 Garage SHEET NO. 44 OF 44 CALCULATED BY DB DATE 3/5/2013 CHECKED BY DATE Design Summa con'd Location Force Connection Fasteners Required Reference c G Outlooker to Endwall 115 plf 0.131"x3" Nails w/1.5" pen. Sheet 35 d Within 3.00 ft of Comer 3 per outrigger c V Outlooker to Endwall 115 plf 0.131"x3"Nails w/ 1.5"pen. Sheet 35 Not 3.00 ft of Comer 3 per outrigger f m 0 Location Force Member Sizes Splice Conn. if Reg. Reference 2nd Floor Double 2x6 Top Plate-No Splices 3187 Ib Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of 17 in oc Splices& 0.131"x 3.0"Nails 1065 Ib Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate-No Splices 6571 Ib Sheet 19 C Endwalls Double 2x10 Perimeter Rail- L No Splices E tat Floor Double 2x6 Top Plate-With Stagger 2 rows of RSplices& 0.131"x 3.0"Nails 14 in oc 26631b Sheet 19 L Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of W With Splices& 0.131"x 3.0"Nails 14 In OC 6 Minimum Lumber Grade and Species Is SPF#3 Unless Noted Otherwise Minimum Splice Length is 6 ft 8d nails.0.131"x 2.5", 10d nails a 0.148'x 3'& 16d nails-0.131"x 3.25'unless otherwise noted M equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used In Seismic Zones worse bran C. i I. ALL WORK TO CONFORM TO THE RE51DENTIAL CODE OF N.Y.5- 2010 EDITION AND LOCAL BUILDING CODES. 2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. CLIMATIC AND GEOGRAPHIC CODE ANALYSIS 3. ELECTRIC 15 TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. DESIGN CRITERIA 4. CONCRETE 15 TO BE 3000 P51 MIN, CONCRETE FOR PORCHES, GARAGE SLABS k EXP05ED STEPS TO BE 3500 PSI. ALL CONCRETE EXCEPT BASEMENT SLABS TO BE AIR ENTRAINED. OCCUPANCY: RESIDENTIAL 5. DESIGN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 P5F GROUND SNOW 30 PSF AS PER TABLE 401.4.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOAD REFERENCE STANDARDS: G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND RESIDENTIAL CODE OF NEW YORK STATE, BATHTUBS. WIND SPEED 2010 EDITION 7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SMALL NOT BE (mph) 1 O WOOD FRAME CONSTRUCTION MANUAL, RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. P Aft PA 2 EDITION 8. DO NOT SCALE THE DRAWINGS. SEISMIC DESIGN CLIMATE ZOONN E: 4 (2) 2 x G PRE55URE TREATED SILL PLATES 9, ALL FRAMING WMBER(JOISTS, RAFTERS, HEADERS, GIRDERS, AND STUDS)TO BE CATEGORY C DEGREE DAYS : 5750 W/5/8" 0 ANCHOR BOLTS x 2' L DOUG-FIR No. 2 OR BETTER. DESIGN LOADS @ SPACING SHOWN ON PLAN. HOLD G"-12" 10, HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING DECKS 40 PSF Off EACH END OF EACH 511-1-7LATE. CONDITIONS, WFATH- SEVERE MIN EMBEDMENT 7' INTO I I. NOT USED. EKING STAIRS 40 PSF CONCRETE W/3X3 WASHERS. 2. INSTALL SMOKE AND CAR80N MONOXIDE DETECTORS IN ACCORDANCE SUBJECT �C 'e PROVIDE SILL SEAL AND TERMITE SHIELD. ONE N4 REBAR 30" MIN. LENGTH WITH ALL MUNICIPAL AND STATE REQUIREMENTS. TO FRO5T HANDRAILS 2008 Q 13, NOT USED. ys 14. ALL RAILING5, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE DAMAGE DEPTH 3-0'� � SPACED 50 A5 NOT TO ALLOW PA55AGE OF A SPHERE 4"OR MORE FROM r-� t` IN DIAMETER. TERMITE MOD-TO '. CONSTRUCTION NOTES HEAVY FOUNDATION WALL m AS PER PLAN >+vii 5THD 14RJ � cn 38-1 GD SINKERS iM " --1 .0 TYPICAL HOLD DOWN DETAIL (LOCATBW MMOWNONPNO.PLAN) SCAM N.T.S. • O N p O r^ p. � 03 U 0 " w.i Yy y30 ,moi 70.1„ x.�J Cd m 0 ANCHOR BOLTS @ 30" O.C. ANCHOR BOLTS @ 28 O.C. " a' NOTE: ALL FRAMING @ DECK TO BE PRESSURE TREATED 50-0" 4'-0„ 4'-0" 8° 2,$. 8' 8�-0. STEPS DOWN TO GRADE, V.I.F., TYP. 71-011 NOTE: DIRECT VENT GA5 FIRED FURNACE. INSTALL A5 PER MANUF. AND N.Y.5. CODE TYP. MA50NRY PATIO G' REOMPS, II MASONRY TOPPING OVER 4" P.C. 12 '0 P.C. HER MECHANICAL ALL EQUIP. NCES FROM COMBUSTIBLE, SLAB W/G x G 10)10 WWM OVER P.C. FTG, 3'-0" (MIN) O 4 B O G E CON5TRUCTION IN ACCORDANCE w/ EQUIP. W 8"PC CHEF WALLS — — _ WELL COMPACTED FILL. PROVIDE CENTER W/ OOR ABOVE Q LEAD COATED COPPER(LCC) LABEL AND MANUF.'S INSTRUCTIONS. NOTIFY — — — — PUSHING AT ALL FRAME WALL (2 2"x 8" TKT' GI OAKCHITffCT BTAINED, IF CLEARANCES CANNOT BE Q TYPICAL KORNER JUNCTIONS. HAUNCH SLAB OVER CONT. 2'x 8" TRENCH WALL. HOLD-DOWN TREATED NAILER 19 F - I SEE DETAIL v . CHEEK WALL, – – – (BOLTED)_ N .e,- .' im - , 8 `- - - - - - - - - - - - - - - - - - - - - –2817 = --=_ - - - – - - - 20�,1 -- . - - I6'-0" I .- (2) 2x 10 II E-+ _� O A _ � I e I NOTE: – – _ 3.2z� _ _ �_ _ – JI NOTE: ALL COLUMNS z n'eODU LAR 110ME ABOVE LO ATION w/5/FIRE-PROTECT ALL ANT o a TO BE PLACED 50 M, FIRE-RATED G.W.B. A5 " U – – – – – – – – – – – – – – – T – – T 1 THAT HALF OF I 0"x 12" (DRAWINGS BY OTHERS) PER CODE. (TW) F+ STEP FTG. UP W d E I V2H MAX. BEARING PLATE IS UNDER MINIMUM FTG. I EACH UNIT. = \ Fn DEPTH 36" BELOW 1 Th O rf] IS'-4" FIN. GRADE. 81 2'-I I" 5'-I" 5'-1" 2'-8" 5'-5" 5'-4" 5'-4" 8'-10" 8'-2' 8" 1 GALV NIZEDMTL 2'-5' ABPA AY A5 REOID F) DROP TOP OF CONCRETE o BY G DE(TYP) I o fff +++ ACCESS C) @ O.H. DOOR AS REO'D. - N FOUR HAUNCHED 51AB _ _ OVER. (TYP) - - r - - r 1 r GIRDER BY MFG. r aU eI N m ° �d- - - - - - _ J - - _ _ _ _ .� �� J _ _ J °D - in GIRDER dS O o1BY MFG. 1 z 1 I NOTE: STAIR OPENING < rT, < NOTED 1/2"0 COLUMN5O FRAMING BY MODULAR y" UN EXCAVATED 30'x 30"x 12" P.C. FOOTING HOME MANUFACTURER Z QYP.) UNIE55 OTHERWI5E VERIFY LOCATION 0 4" P.C. SLAB �8" 3G'WIDE WD. STAIR _ z (PITCH TO O.H. DOORS) W 36" MIN, HEIGHT. Tn \ N CELLAR HANDRAIL EACH SIDE �— 4" PSC,. SLAB / VAPOR FARRIER 8" P.C. PDN. WALL(8'-0" a –I I UP HIGH) ON 16"X 8" P.C. ;n75, FTG. UP 1 FOOTING w/2"X 4" O – – _ – – – – CONT KEYWAY(TYP) Q� . L �I V:2H MAX. - - - - - - - - - - – � F'+ q - - - - - - - - — — - - - - - - - - - - - - - - � (� wQ 8"P.C,CHEEK WALL, TYP. I I NOTE: VERIFY ALL DIMENSIONS TYP. MASONRY PATIO 1 13' AND INFORMATION w/ MODULAR 9'-5" 7° MASONRY TOPPING OVER W P.C. F- date: 4.18.13 - - - - - - - SLAB W1 G x 10/10 WWM OVER I F HOME MANUFACTURER .µµ p WELL COMPACTED FILL PROVIDE pT'oJ, it: 13.3 8 Q LEAD COATED COPPER(LCC) STEPS DOWN TO – – – – – - – FLASHING AT ALL FRAME wgLL 1 1 NEW 8ILC0 OUTSIDE CELLAR ENTRANCE GRADE, V.I,F.,TYP, JUNCTIONS. HAUNCH SLAB OVER (DOOR 512E'C WITH 12' EXTENSION). TRENCH WALL. – – – – – INSTALL A5 PER MANUF. SPECS. drwn. b A(VERIFY DIMENSIONS) y' 8° [5, chkd. by: DK 11,_2" +/- 4-7" 6'-3" (VERIFI� ANCHOR 50L75 @ 28" O.C, ANCHOR BOLT5 @ 30" O.C. C a ti A,, Sheet no. U P{ P< F ' � � FOUNDATION PLAN 7a-r - A- 1 SCALE:1/4" = V-0" OIe NEW of 1 DESIGN CRITERIA NEW YORK DRAWING SCHEDULE Model Number or Name:14-0502 Occupancy:Single Family BUILDER ADDRESS SITE ADDRESS No. DRAWING Building Area:3276 SQ. FT. Construction Type:VB (Wood Frame) VESTA DESIGN & DEVELOPMENT 365 WESTWOOD LANE 1 COVER SHEET No. of Stories Above Grade:2 404 EAST 76TH STREET APT 27C / P.O. BOX 887 SOUTHHOLD, NY 11971 2 BUILDING ELEVATIONS Mean Roof Height:26'-7 3/16"FT. NEW YORK, NY 10021 SUFFOLK COUNTY Min. Distance to Lot Line:5'-0" FT. 3 BUILDING ELEVATIONS Exterior Wall Rating:N/A HR. HEATING SYSTEM INFORMATION SYSTEM TYPE: HVAC SYSTEM SUPPLIED AND INSTALLED ONSITE BY BUILDER. Ground Snow Load (Pg):20 PSF 4 1ST FLOOR PLAN Roof Snow Load (Pf):25 PSF EQUIPMENT INSTALLATION INFORMATION APPLIANCE INSTALLATION INFORMATION TO BE SHIPPED INSIDE THE UNIT 5 2ND FLOOR PLAN Minimum Roof Live Load:19.3 PSF 6 1ST FLOOR ELECTRICAL PLAN Roof Dead Load:10 PSF METHOD OF VENTILATION NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE Floor Live Load:40 PSF NATURAL Ven a I ON: PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE 7 2ND FLOOR ELECTRICAL PLAN Floor Dead Load:10 PSF Vent Area: 1895 1 sq. ft. per 150 sq. ft. PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON Stair Load:100 PSF MECHANICAL Roof/Ceiling:1895sq. ft. od2.63free area FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 8 1ST STORY SHEARWALL PLAN required Provided Free Area:6.22 sq. ft. ® (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL Balcony Load:N/A PSF NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 8A 1ST STORY SHEARWALL CONNECTIONS Wind Speed- MPH ❑V �V COMBINATION eaves +6.50 sq. ft. (� ridge P ult asd Total — .72sq. ft. 813 PORTAL FRAME DETAIL Wind Exposure:C STATE REGISTRATION STAMP THIRD PARTY AGENCY'S STAMP Seismic Design Category:B 9 2ND STORY SHEARWALL PLAN Electrical Service Panel Size:200 AMPS Permissible Gas Type:N/A 9A 2ND STORY SHEARWALL CONNECTIONS Design Codes: 9B VAULT CONNECTIONS DETAILS STATE: NEW YORK 10 SUGGESTED FOUNDATION PLAN RESIDENTIAL CODE OF NEW YORK STATE, 2010 EDITION (EFFECTIVE 12/28/2010) 10A SUGGESTED FOUNDATION CONNECTIONS NTA, INC. ENGINEERS, PLANNERS & CONSULTANTS 305 NORTH OAKLAND AVENUE 11 PARTIAL CROSS SECTION/PLUMB. SCHEMATIC P.O. BOX 490 NAPPANEE, IN 46550 TEL 574 773-7975 ATTENTION LOCAL INSPECTIONS DEPARTMENT VE 12 SCHEDULES BUILDER INFORMATION: NOT FOLLOWING INSPECTED BY NTA..ENC.�ANMD MUSDT BE INSPECTED AT THE LOCAL SIMPLEX INDUSTRIES AND �LEVEL 1. R IS THE BUILDER'S RESPONSIBILITY TO INFORM SIMPLEX INDUSTRIES,INC.OF ANY LOCAL CODE ISSUES OR SITE RELATED REQUIREMENTS THAT MAY AFFECT 1. PLUMBING MODULE CONNECTIONS AND BASEMENT AREA 2. INTERIOR MODULE TO MODULE OPENING FINISHES THE STRUCTURAL INTEGRITY OF THE MODULES TO BE ERECTED ON THE SITE. 3. ATTACHMENT OF CEILING DRYWALL AT CEILING ACCESSES 2. FLOOR PLAN CHANGES MAY BE REQUIRED PENDING FURTHER STRUCTURAL AND 4. FINISHING OF SHINGLES CODE REVIEW. 5. APPLICATION OF SHIP LOOSE EXTERIOR FINISHES (SIDING, EXTERIOR LIGHTING, SOFFIT 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE ORIGINAL QUOTE MAY BE AND FASCIA 6. HEATING SYSTEM REQUIRED TO BE CHARGED FOR PENDING FURTHER STRUCTURAL AND CODE 7. SHIP LOOSE FLOOR COVERINGS REVIEW 8. SITE BUILT GARAGES Thermal Climate Zone:4 (*) 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLEX, SHIPPED REGISTERED ARCHITECT / PE STAMP STATE USE ONLY Degree Days:5750 LOOSE, AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL r Minimum Furnace Output:44,201 BTU - --- —__ � (**) 2. ITEMS NOTED WITH A DOUBLE ASTERISK (p) SHALL BE PROVIDED BY SIMPLl7C, SHIPPEDFtEO ARC j � I Thermal Transmittance Values: LSE, AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. Q N Floor .033 (***) 3. ITEMS NOTED WITH A TRIPLE ASTERISK (•••) SHALL BE PROVIDED AND INSTALLED BYLi Wall *.048 THE BUILDER AT THE JOB SITE, PER LOCAL CODES. I I; AUG � Roof*.026 (****)4. ITEMS NOTED WITH FOUR ASTERISK (—) SHILL BE PROVIDED AND INSTALLED BY THE lir nV ��• I((( SET CREW AT THE JOB SITE. PER LOCAL CODES. ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS 0 SUBJECT TO LOCAL INSPECTION: 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR BE TYPICAL OF CONSTRUCTION ONLY, IN F,'I -� XX ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND �9 b Tv,.iV LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON-SITE BY THE BUILDER, AND OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKE MANNER IN THE TPS ACCORDANCE WITH ALL APPLICABLE �-7 (4 NOTE: This wing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE part or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, INC. i CUSTOM TWO STORY /� /�X BUIL( ESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL MODEL: 27'-6" X 50'-0• / 23'-6• X 20'-0" Drawn By: SDD/JCM Eng 14-0502 Industries nQ. COVER SHEET Sale 06-14-1 Serial Ed _—_— • BUILDERS OF QUALITY HOMES • Date: 06-14-14 Checked B KE PARK VALLEY INDUSTRIAL y PARK 1 SIMPLEA DRIVE SCRANTON.PA 18534 Page: 1 Rev. Date JM 6-24-14 GENERAL NOTES: NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE �*1 1. ITEMS NOTED WITH A SINGLE ASTERISK(•)SHALL PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON BE PROVIDED BY SIMPLEX.SHIPPED LOOSE,AND FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. INSTALLED WRING THE SEE 6Y sEr Crew AT THE JOB SITE,PER LOCAL CODES. (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL 2. ITEMS NOTED WITH A DOUBLE ASTERISK(«)SHALL NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 BE PROVIDED BY SIMPLEX.SHIPPED LOOSE,AND INSTALLED BY THE BUILDER AT THE JOB SITE,PER LOCAL CODES. (***) 3. ITEMS NOTED WITH A TRIPLE ASTERISK(-)SWILL BE PROVIDED AND 0WALLED BY THE BUILDER AT / THE JOB SITE,PER LOCAL CODES. 1**** 4. ITEMS NOTED WITH FOUR ASTERISK(—)SHALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SITE,PER LOCAL CODES. 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/ORE TYPICAL.OF CONSTRUCTION ONLY.IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S)FOR ACTUAL GUANTTTY AND LOCATION OF DOOR(S)AND WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME S. IT THE BUILDER RESPONSIBILITY TO ENSURE BUILDER INFORMATION: ALL WORK TO BE DONE ON-SRT BY THE BUILBUILDER.LD , AND/OR HIS AGENTS.IS TO BE DONE IN A WORKMAN UKE MANNER IN ACCORDANCE WITH ALL APPUCAB E 1. IT IS THE BUILDER'S RESPONSIBILITY TO INFORM SIMPLEX BUILDING CODES AND REGULATIONS. INDUSTRIES,INC.OF ANY LOCAL CODE ISSUES OR SITE RELATED REQUIREMENTS THAT MAY AFFECT THE STRUCTURAL SHINGLE DAM SH14 E OVER INTEGRITY OF THE MODULES TO BE ERECTED ON THE SITE. RocE vENr Fz VETT 1-) 2. FLOOR PLAN CHANGES MAY BE REQUIRED PENDING FURTHER STRUCTURAL AND CODE REVIEW. Ire 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE SHINGLE �;) sl■NTxE arER ORIGINAL QUOTE MAY BE REQUIRED TO BE CHARGED FOR RocE vFNr(') PENDING FURTHER STRUCTURAL AND CODE REVIEW. COUNG CFIING LtIE A t t t t t t t t t t t t t t t t t !E t t t g R t { t t t t t +R { t t i 4 t XF ECOND FLOOR1l.RDOR l■E -------- RSE ITDOR F■l1G llE ---------- ROFF>el b LNrt ROLE(M® ® � VINYL !EF1 ROI IIEP IIOIR(� R61a IIEE NONE l"J t t t { t t t ® 4/SONG t /r ~ _ _ _ F- L-1- ■ -F E- ■ -■- ■--M k IN 117 Fir— 11 2 -- ----- - --- BoocLLU 1 go-_d _d d 1 W11- sj, d rF rxsrtTDGR--------- F, _ __ r. ■ F r ■ F BY SII FTN.FU)M UNE -- BY SI" --------- --------- TT BY 8070 GARAGE DOOR 8070 GARAGE DOOR(�) FRONT ELEVATION LEFT ELEVATION NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and is dition that it is not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information returned T of purpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. upon request to SIMPLEX INDUSTRIP 0�.,F� AF BUILDVESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TOREL MODEL: CUSTOM TWO STORY 27'-6" X 50'-0" / 23'-6" X 20'-0" /! Drawn By: SDD/JCM Eng # : 14-0502 Industries nc. • BUILDERS OF QUALITY HOMES y Scale: A ynA Serial A KEYSER VALLEY INDUSTRIAL �AJ\� g9BUILDING ELEVATIONS Date: 06-14-14 Checked 'By R SIMPLEXDRIV SCRANTON,PA 18504 to Page: 2 Rev. Date---- JM —6-24-14 t GENERAL NOTES: NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE *� 1. KEYS N01ED WITH A SINGLE ASTERISK(•)SHALL PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE BE PROVIDED BY SIMPLEX.SHPPED LOOSE AND PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON INSTALLED DURING THE SET BY SET CREW AT THE FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 'TOB srrE PER LOM CODES. (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL **� 2* nEYs w m wRH A DOUBLE ASTERISK(••)STALL NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 BE PROVIDED BY SIMPLEX.SHIPPED LOOSE.AND NMLED BY THE BUILDER AT THE JOB SRE.PER LOCAL CODES. *** 3. REMS NOTED WITH A TRPLE ASTERISK(—)SH&L BE PROVIDED AND INSTALLED BY THE BUILDER AT / THE JOB SITE PER LOCAL CODES. (**** 4. REMS NOW WISH FOUR ASTERISK(••••)SNALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB ME.PER LOCAL CODES. 5. ElEVATDNS AS SHOWN HERE MAY VARY AND/OR BE TYM&OF CONSIRUCnON ONLY,N ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S)FOR ACMAL OUWFITY AND LOCATION OF DOOR(S)AND WINDOWS.AND ACTUAL WIDTH AND LENGTH OF HOME 0. R 5 THE BUILDER RESPONSIBEnY TO ENSURE ALL WORK TO BE DONE ON-SRE BY THE BUILDER, AND/OR IRKS AGENTS.5 TO BE DONE N A WORKMAN LME MANNER N ACCORDANCE W(IH ALL APPLMABLE BUILDING CODES AND REGULATIONS. BUILDER INFORMATION: 1. IT IS THE BUILDER'S RESPONSIBILITY TO INFORM SIMPLEX INDUSTRIES,INC.OF ANY LOCAL CODE ISSUES OR SITE RELATED REQUIREMENTS THAT MAY AFFECT THE STRUCTURAL INTEGRITY OF THE MODULES TO BE ERECTED ON THE SITE. sr� 2. FLOOR PLAN CHANGES MAY BE REQUIRED PENDING FURTHER slur 0M STRUCTURAL AND CODE REVIEW. SHME OVER RocE L-E:M 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE WGE vau I•) ORIGINAL QUOTE MAY BE REQUIRED TO BE CHARGED FOR Ire PENDING FURTHER STRUCTURAL AND CODE REVIEW. SHMME OIFR RIDGE VERT(q V° sETnwFImR __—__—_-- Cam LINE A' H" t t f t t IFFMI f t t 090 t f t t t f t f t r f t t t f t f t t t t t t SEM FMOR Fi.RYIOR LIME Sp6 R7 FRSE HDOR Omn UNE tloela IIaIr nW�M� emml uXr narc twl� ®®0 FIMI t f� uneo Ia►mu[M t t f t ®® f/ ® ® § f t ti 4/� DuU ® FRST FLOOR BY yMPLD1 FN.FLOOR LIME BY SIMPLEX OT WILMLIK REAR ELEVATION RIGHT ELEVATION NOTE: This drawing is the property of SIMPLEX and is W& 'tion that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER part, or used for furnishing information to of , kfRoto'ar>g urpose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE returned upon request to SIMPLEX INDUSTRI , ..CS EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. ; wAd L : i * i CUSTOM TWO STORY // 3eL�&�x BUILaESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TOREL MODEL: � 2T-6" X 50'-0" / 23'-6" X 20'-0" Ind Inc. i\ Drawn By: SDD/JCM Eng # 14-0502 al BUILDERS A QUALITY HOMESBUILDING ELEVATIONS 9 ,2� Scale.- � -It(4 1 Checked � ---- �1 KEVSER VALLEY EINDUSTRIALRIVE OF., ti O Date: 06-14-14 Checked By PARK 1 SIMPLEX DRIVE E S? SCRANTON,PA 18504 1Page: 3 Rev. Date JM 6-24-14 ' 70'-i• 20-0• 1• 50'-0' 4'-0• 5'-10 1/2• 11'-6 7/5 2'-4 1/8' 2'-4 1/8' 14'-8 3/8' 9'-2' 6 1/8• 8'-11 7/8' 4 1/2• 4,b. 4 1/2• 3'-8• 6 1/2' REO•D X8.78 14' 19'-2 1/2 6' 7 _ DPREOD-47.51 ©— �—_2ND FLR IOD ABOVE 24210 - PANEL ----- --- B--- ---- PANEL 3-0 m 8 1 8' BATH #3 r�_-n WA2442 W3342 OP REDb-37.99 DP REDID-3828 DP REO'D-48.00 I 4 1 8 f I III DW I DP PROYD-40.00 DP PROYD-40.00 DP PROYD-50.00 19'-1 3/4' / f1 BOOR 70 • I III BL536 B36 BLS36 I vi CLG All I "vs III SB36 I DN 2856 © @ WALLS IPO O N I-�� jI 3-0 �11N m r---n m " q i KITCHEN / LIVING ROOM N 5A-TYPE x cm I I m '' 674.1910 SgFt a o 16 OP REO'D-38.50 11� m " I I I r S824 CEIUNG FAN DP PROUD X5000 I I I + F�f H FOR t 824 r 1, 3'- I WIRE. BOX do m h II I I I '% -to' II sFx I I CAB 10 II `ypS� LW PROYD- I I I ---- X I L` J I o 8 "' •i I I d PANEL BACKER I I I 2-6 2-6 RAISE CABINET 3/4'AFF I II o � I I I KITCHEN LIVING ROOM =o I I Y h (2)LAYERS of r GYP eCARO I I I LANDM I o n ON (+�R RATED) I I I s 119.0000 SgFtI 477.7500 SgFt I I I I I I^ a BALL LK#R AND VENT BORROWED FROM LV RM 1 TR loz- �'e 4. 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BOX do m II n� SWITCH FOR II SWITCH FOR 3 �. CEILING FAN I I FOYER CEILING FAN C n I I 5/8'TYPE•K•GYP ji 4-0 I I q 50 16 DP REOD-38.50 16 DP REOD-38 I I 16 OF READ-78.50 DP REQx.50 — DP READ-37.66 " DP REOb-3850 DP REO'D-3850 q DP PROVO-50.00 6 DP PROYD ti5Q I I DP PROYD-50.00 DP PROD-50.00 `" —————— DP PROJD-MOD DP PROV'D~50.00 DP PROUD-50.00 3-0 m ON 2866 © ON 2856 @ ON 2886 @ ON 2856 © © © off 2856 © DH 2856 19'-1 3/4' 15'-11 7/8• 5'-0' zT-1• 6 1/B' 4 1/8• 6 1/8• 6 1/2' 4 1/2' 6• B'-0• 8'-0• 10'-7' 8'-2' 12'-4• 12'-4' 8'-2• 4'-6• �6LJ�5: (R) ,. d MIMO MN�M9L loos M xwu QA = TRIPLE 200 `x••'��1'02�m x (SPF/2) HEADERS 1Mw A11MM/xd4MTML s Mo wll w E "•M•IDM A! GENERAL NOTES: INSULATED w/1• NMIM M 1[M\LR Y l"�•ML Mx NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE RIGID FOAM PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE 9'-0" CEILING HEIGHT/8'-0" CEILING HEIGHT GARAGE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON © = DOUBLE 2x10 (rRRR)��1O®.w"•'i�w,�iQ�Rx! FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. (SPF2) HEADERS M.Mi la l••LMm WINDOWS HEADER HEIGHT @ 6-10 1/4" UNLESS NOTED OTHERWISE (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL • ""-"--"""•- --" " ns•s NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 @ = SINGLE 2x10 Mmeooel Mxi■aL iw A M•M Qa"O IIOa ANS RR SLIVERLINE 2900 SERIES SINGLE HUNG WINDOWS (SPF/2)HEADERS w/F.G. INSULATION • ""`""°°'—°�"1D OM" u�4w s,Mall,o i•�x"i M A sws rMs"mss MM wL wnc.Mx M•so a®•o isuoea NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and is loan n that it is not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to others, \� -N e, pose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, I �V �C, BUILVESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL *: MODEL: CUSTOM TWO STORY �r� leer M c 27'-6" X 50'-0" / 23'-6" X 20'-0" Zi is � t• .- � I Drown By: SDD/ICM Eng � 14-0502 Industries nc. A 3 �!#�1 Serial 1ST FLOOR PLAN Scale: :y • BUILDERS OF QUALITY HOMES • KEYPSSEEKi L EYIXDRIVE STRIAL �'r`•� 6 99aF�' Date: 06-14-14 Checked By ---- SCRANTON,PA 18504 �A •t(. Page: 4 Rev. Date JM 6-24-14 20'-0' ,• 50'-0' 4'-0• g'_g• g•.�• 11'-1 1/2' 9'-101/2' 8'-0' 3'-6' 8' 7' 4 1/2' 8'_l0. 6 1/2• 6-10 1/2' 6 1/2' 4'-11' 6 1/2' g'-0. 4 1/2' 12'-0. 6 DP SROOVD=47.50 "@.M24210 'D-X7MB DP RBD'D=35.78 © DH 24210 - x.00 © IN 2852 X50.00 ©DH 24210 DP PROVO-50.00 © DH 2852 © DH 2852 2'OVERLAY m DP REW D=38.88 DP REOb=38.68 DP REO'D 47.29 DP PROUD=50.00 RADON VFM O O O DP PROVO-50.00 DP PROVO=50.00 B'-0• 30 7 3/4' •Y aV O ° Y 01DP BRD FLOOR 70 CLG 19'-0 1/4• 4 I ALL WALLS Po GYPSUM D D n STUDY go aIr a� g EXCLUDES« ,s BEDROOM #4 IN @ @�, N 92.3819 SgFt SF`WA FLOOR Po I I F 3 SF I I -�23 1 137.4719 SgFt 111 Z " i GYPSUM I I I I DP REWD=39.00 7-0'SDE WALLS DP RED'D=39.00 BATH #2 n ®WIRE, BOX da w o I I I I I I DP PROyp X0.00 •? SWITCH FOR Z -I I I ®WIRE' BOX da ,n --------------- SLOPED CBLNG LRE- DP PROVO=50.00---- CLr ALL WN�LS IPSO CEILING FAN °, I I�$ I I,f' TH #1 m^I I SWITCH FOR LVL BEAM 70 BE 7,RU51 BEAM 70 1E GYPSUM EXCLUDES plT CEILING FAN 3-1 1/2-11 1/4'x2D'-0' 1-1 1/2 x18'!0'-W LVL CLDsers �- -'�-G .i ce O I -4---'- --- CAff BW °I' AC/DC � I 3'-4' LINEN 4'-1 1/2'14 c� 4-0 ,o r � q CRR GRD I �+ n Ac/oc $$ - - 2-6 HALL ----- y -- r---- �.p• ' OD 8 8 q i q R0.26 1/4•x54•FOR q ON S,RE••RAL 5'-a 1%2' STORAGE (NON HABITALE) "i 4 1 AT1C P1LL00MN 5fA"51 g@ �4. _ 1 A® o Q 384.6098 SgFtRUSH ,c 4_0 ® ' 2• 4'-7 1/2• 5'-0 3/4' 3'-2 1 4'-5 1/ --6� •---- /2• 17'-0' - RFLUSH CEIUNG � >73 - - �.DY' I (1) 15•X 18'LVL N CLG EA 1100 SWITCH'A' 15•-7' CEILING FAN 3'-0 1/2' SD 5-0 o Q $8 8 FN.DIM O ,D-, IVBEDROOM #1 BEDROOM #3 $$ Og of �` 206.6667 SgFt BEDROOM #2 232.5000 SgFt $$ $$ ®WIRE, BOX & 136.7483 SgFt ®WIRE, BOX & C51 1 SWITCH FOR SWITCH FOR COLING FAN ® CEILING FAN ®SWITCH FOR 4 "' CEILING FAN I _ /7L1. LVLEiW10 BE RRUSf BE4M M BE .o L#UNG'akr_jj2•x11 -0' - -1-1_1/2 x18•!0•-a' LVL- - L_--- _ ' DP REOb-M.00 SLOPED CEILING LLE DP REO D-79.00 ' DP REOb=38.86 DP REO'D-78.88 DP REOb-38.68 DP REO'D-X56 OP REOb X78 68 DP REO'D-4729 DP PROVO=50.00 Y-0'SDE WALLS DP PROV'D 50.00 }NG ® OP PROUD=50.00 OF PROUD-MOD r6 DP PROVO=50.00 DP PROVO-MOD DP PROUD-50.00 OP PROVO-MOD m m OH 2818 @ D ON 2818 ON 2852@ DH aas2 © DH 26x`@C OH 2852 off 2852© ©DH 2012 ww 3'-0 1/2' 16'-w 14'-3' 18'-W 7 3/4' 4 5/8• 4 1/8'6' 4,/2' 4 1/2' 6' 10'-7• 8,-2' 8'-2' 8'-4' 8'-2' 8'-2' 4'-8' © = SINGLE 2x10 (•) ,. wow wwm m.xax wmw L•�wwu. nam w ww,a wwra,mc (SPF#2) HEADERS o wlac mi ams v°�R x W/ F.G. INSULATION (•s)L wrm M m•w ax www wru w:waR wiwwra,aa NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE Lam CM u.r®IRx�AlCaL la GENERAL NOTES. PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE O(SPF#IDLE 2xERS (*#��x'Rte, � ''° '°'"` PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON 8'-0" CEILING HEIGHT FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. INSULATED W/1' (:.••),�wrm =aM��y (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL RIGID FOAM IM owa,e Mx,a aaom WINDOWS HEADER HEIGHT @ 7'-0" UNLESS NOTED OTHERWISE NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 L anlms www.__Zr SLIVERLINE 2900 SERIES SINGLE HUNG WINDOWS nava ww.n ww,rraol a,wxwl,&ww moa ww.wwa�.I ww,..w law. a r■1K wrm wsam,nr xe sxc Ml wwk A w:awc ax-ww a x[wwma MV Q If/iIR i O S xwr w�rawYw Ixr rrs w msarts ar'u wa,aiwx wwaw a®ww waxwaa NOTE: This drawing is the property of SIMPLEX and is to wank tion that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER art, or used for furnishingInformation to othe ur ose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE returned upon request to IMPLEX INDUSTRIES `� F p EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. p g *� s, , t it CUSTOM TWO STORY LI) BLIILIESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL ( t: MODEL: � I,. ` 27'-6" X 50'-0" / 23-6" X 20'-0" Drawn ey: SDD/JCM Eng # 14-0502 Industries Inc. � �s� Scale: ####### Serial # :---- • BUILDERS QUALITY HOMES . _ KEVSER VALLEY INDUSTRIAL }�•� 6 �© � Date: 06-14-14 Checked By 2ND FLOOR PLAN : ---- PARK I SIMPLEX DRIVE SCRANTON,PA 18534 rHE _TATE Page: 5 Rev. Date JM 6-24-14 , NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE Te SPor Laf PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON I �7 LEGEND - -I---- --- -------------------- FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. F------------ WP_(*9- .h WP�„1� 12----------------------------------- ,",P «j -------- -I � (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL 33 I I 27 =@-- DUPLEX RECEPTACLE NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 J I -� � DUPLEX RECEPTACLE SPLIT SWITCHED BATH 13 3 --J r�=fin° 7 s 31 — `— ,Als 9W 1 2 1 2FLOOR 2 33 i 111 I I 7 � I I I RECEPI ® RANGE / DRYER 22 I I I c I DW 1 31 J I I 27 # SINGLE POLE SWITCH ------------------- WP _LI I n i I 1 � r—=—n 4 -3—�--------3 I I 1 33 I 1 I 1/3 I I I I is THREE WAY SWITCH o I I I Ig 31 11 I I c� II 16 16 L JU 11 I 1 6 ma'am o rJ 17 1 331 I II'I ppp4lf Luff I I 1 27 1 I CEILING FAN O FOUR WAY SWITCH II �L---I-------------�� — ---+—�j I I I 16kPF1FOFAFi F. r-- —=�1 31 1 I ` 27 WIRE. BOX & II r—I—rt I I I r 1 1 ---_--- DIMMER SWITCH III I I I I I I I I I 31 I I 3 ” ) r---Z-----------� o I I I I I I ° I I �p I ILJ I 5 r r h RECESS MOUNTED LIGHT FIXTURE I I I 311 I I 1 Ii I Y I 1 7 L---J---� 0 2°F' 1 I I I n i 22 1 I I I I 1 1 --------, I I1 I LIVING ROOM SD 1 11 I I I I L---- _ 3 0-----------J I KITCHEN 1 1 11 I AC/DC SMOKE DETECTOR I II aG.OUILEr 221 I I I 1 7---------i I 1 11 I 27 III I I I I I 1 � I 11 I l 17'__j ® CARBON MONOXIDE DETECTOR I I I I I I 1 33T" ----- 3------3 " --� I II AC MODULAR GARAGE i i i i ----------,ems--------3----,liF'--------------------ii i r-------------------------------- THERMOSTAT (WIRE ONLY) 7 1 T wa 1 I L_L --------- 28 24 I _ — ----- _�---� —_--�_ WHOLE HOUSE FAN 1 rr----- —S--- ----I---- PLUMB FOR LM. ----- I 1 ------ tr------- 7r—`T—1— --------- HDR.UXIT REFER SPACE r--- LLL,, 25 2122 I 1 11 '-1 1I I 9 g 9 I ----+ Li------------------------------- GFl GROUND FAULT INTERRUPT WIRE. BOX & L_, -2P� 8 ————T i WP WEATHER PROOF I-------------SWITCH FOR — --- 1 �E1LNit;FAtt i i 26I 26 2��~ v 25� � BASEBOARD ELEC. HEATING ELEMENT J I 1 > DINING ROOM I 1 iL-------------z0 20 — i man PANE Box 1 II 1 I 1 P� I I I v j 25 ® ® WIRE BOX do SWITCH FOR CEILING FAN 11 1 I I I I I .c - I I ,�- �.p-_ -- 28 I 11 I I 1 28 I I I 284— ------ 2�---- I I r --M 2 FAN LIGHT I III 22 1 WIRE. BOX & I I I I I I r WIRE, BOX & 25 1 III SWITCH FOR �21 SWITCH FOR I I I FOYER I c I I I CEILING FAN II MG.OUM I ' CEILING FAN I I I I I 25 1 I 1 II 1 I I I I I I a DATA PANEL I 111 I I k____ I J -- 9 L------------------ — -------- I 11 I ---J I r jl I ---- -----------J A STATE LABEL LOCATION L_J_1_I__ 1 II 11 I I I , II I i- II 1 I I I I 26 11 I @DL) I r-----------rr----------T—I--�I 11 J Aq / BSMi. SMOKE DETECTOR (SHIPPED I II 16 16 1 ca I I I 16 9 9 -------- Ilr 26 25 25 25 ( LOOSE AND INSTALLED BY OTHERS) I I I r N 1 _x 71 ATnC ACCESS 22 1/2•x 30• 28 WP <") L28 wP l") 6 NOTE: ALL BRANCH CIRCUITS SUPPLYING10 15 AND 20 AMPERE OUTLETS IN BEDROOMS, FAMILY ROOMS, LIVING ROOMS, PARLORS, NOTE: ALL 125V 15 AND 20 AMPERE RECEPTACLES 24 BSMT LIGHTS (AFCI) 14-2 15 1 1 15 14-2 BA1 LIGHTS (AFCI) 23 LIBRARIES, DENS, SUNROOMS, ARE TO BE TAMPER—RESISTANT IN ACCORDANCE ELECTRICAL RECREATION ROOMS, CLOSETS, HALLWAYS, WITH SECTION 406.12 2008 NEC. CIRCUIT SCHEDULE 22 GARAGE LIGHTS (GFl 14-2 15 t 1 15 14-2 BDRM 4/HALL (AFCI 21 OR SIMILAR ROOMS OR AREAS �aEaeLr�s 40 I 14-2 15 1 1 15 14-21 BEDROOM 3 (AFCI) 19 ARE TO BE PROTECTED BY ARC—FAULT CIRCUIT (') � .`"• � IR DESCRIPTION WIRE AMP POLE A B POLE �►w WIRE DESCRIPTION CIR SMOKES INTERRUPTERS IN ACCORDANCE WITH SECTION ;.a�.. www tDft� ffw s1zE SIZE # 18 BEDROOM t (AFCI) 14-2 15 1 1 15 14-2 HALL RECPTS (AFCI) 17 210.12(8) 2008 NEC. INCLUDING ALL BEDROOM (")Wiz= IAWWU °Sa""` 16 GARAGE RECPS (GFl 12-2 20 1 1 20 12-2 MIRCOWAVE 15 AND SMOKE DETECTOR OUTLET CIRCUITS. �""'®""` "� 39 (•ss , "Y IA®YIAIAI"Ii•Y[(• ,,,� 14 IaATH 1/2 REC (GFl 12-2 20 1 1 20 12-2 BATH 3 REC (GFl) 13 )t,••m•".m.lo.,K.."M"i 38 37 :.s• . ,..,",m.,,•,,",". .",�. 12 EXT. RECP (WP GFl) 12-2 20 1 1 20 12-2 WASHER (GFl) 11 GENERAL NOTES: ( )�.�-.�- QTR_ 36 3s a R I"1 lar a� 9-0 CEILING HEIGHT/8-0 CEILING HEIGHT (GARAGE) 34 HALL LIGHTS (AFCI) 14-2 15 1 1 15 14-2 BATH 3/HALL(AFCI) 33 10 RECP (WP GFl) 12-2 20 1 1 20 12-2 DINING ROOM (AFCI) g I� , „ �incaamwles aw•"TILL Isw 1•,"s o1m A1C"•",!1"W,"I, „ cw e'"= �. 32 STUDY/HALL (AFCI) 14-2 15 1 1 15 14-2 KIT LIGHTS (AFCI) 31 8 REFER 12-2120 1 1 20 12-2 KITCHEN (GR) 7 WINDOWS HEADER HEIGHT @ 6-101/4" UNLESS NOTED OTHERWISE • "•x••��—n.p"•"" DISHWASHER ALL 4[tA t"pl""F�MHfI•"0. SLIVERLINE 2900 SERIES SINGLE HUNG WINDOWS �' `- 30 BA 2 LIGHTS (AFCI) 14-2 15 1 1 15 14-2 STORAGE RM (AFCQ 29 6 (La�E BRFAW) t2-2 20 1 1 20 12-2 KITCHENGFI 5 28 GEN LIGHT (AFCI) 14-2115 1 1 15 14-2 LV ROOM (AFCI) 2 25 10-3 DRYER 27 4 WATER HEATER 3 26 FOYER (AFCI) 14-2115 1 1 t 5 14-2 LV ROOM (AFCQ 25 2 (apo-only) 10-3 25 2 1 NM This drawing is the property of SIMPLEX and is I uL$t£JR n that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER part, or used for furnishing information to oth .`air- F rpose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE returned upon request to SIMPLEX INDUSTRIES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. * ;Y CUSTOM TWO STORY /)7 /�X BUILaESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL z �4, :o MODEL: 27,_6• X 50'-0" / 23'-6" X 20'-0" \,.., Drawn By: SDD/JCM Eng # 14-0502 Industries Inc. 1ST FLOOR ELECTRICAL PLAN9 � Date: 06 4-1 SeriaChec dy_:II BUILDERS OF QUALITY HOMESKEVSER VALLEY INDUSTRIAL � ° Date: 06-14-14 Checked By ---- PARK 1 SIMPLEX DRIVE HE St SCRANTON,PA1�00Page: 6 Rev. Date JM 6-24-14 NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON ______ TO 1ST FLOOR SWITCH p—, LEGEND ----------------------------------------------------------------------------------�7—ii FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. t7 I (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL WW FOR DUPLEX RECEPTACLE rt1 NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 sFors �vnNm-� SPOTS VANITY wRE Fort (1 23 � DUPLEX RECEPTACLE SPLIT SWITCHED 14 LTJ 1 30 O 32 O VG O 23 - 1 1 ° 4 21 2 � RANGE / DRYER 030 V �°AN 3 I O J SINGLE POLE SWITCH 23 -- rr===_---� STUDY I THREE WAY SWITCH --� 1 --- BEDROOM #4 14 32 32 3 1 13 I I 3 I 21 J4 FOUR WAY SWITCH 1 BATH2 (� WIRE, BOX do z I I I I I I I ® 21 I I SWITCH FOR I I r—___ R DIMMER SWITCH ------------------------------------ O i i CEILING FAN = I I I I BATH #1 1 1 SWITCH BOX 0 130 1I O 20 II CEILING FAN � RECESS MOUNTED LIGHT FIXTURE ---- I I R 2 HII Ij �c/Oc I —__--_-- UNEN ---- __=�I sD SMOKE DETECTOR 11j1 j1 1 AC/DC 1j420 32 LL—__ j CM CARBON MONOXIDE DETECTOR ———— 32 HALL 21 21 -/DC I r— ��-- -----------------------------� THERMOSTAT (WIRE ONLY) --- STORAGE (NON HABITALE) �(r)j '/ i 1 20 34 " " 2D 2D L " 3 I ��=� I 1® 20 © O ---------- ® WHOLE HOUSE FAN L-- 30?.— --L_to attic=—Jyc/oac — oc -- ---_®--- TCT T-- _ ------------- GFl GROUND FAULT INTERRUPT IN I I 20 WP WEATHER PROOF 9E; BOX � _ _ I� 1120 ———— —— 1 1 1 19 19 BASEBOARD ELEC. HEATING ELEMENT 1'SWITCH FOR 11 11 AC 11 CEILING FAN 78 PAR j I O 20 20: PANEL BOX 11 F-------- J c/� O I. II 19 1 1 r-------- 1j II ® WIRE, BOX do SWITCH FOR CEILING FAN 11 BED OOM #1 II 11 BEDROOM #3 11 18 II II N 1 i i 20 i i BEDROOM #2 19 i FAN LIGHT I I t I 18 11 I L---------19 WIRE, BOX dt L_--------- WIRE, BOX & 1 I � 1 SWITCH FOR 11 DATA PANEL I 1 CEILING FAN I L-- 20 20mor ® SWITCH FOR I L--- WIRE, BOX & CEILING FAN I SWITCH FOR STATE LABEL LOCATION r 127 CEILING FAN 1 /7—N _-- "' 9 kSDBSMT. SMOKE DETECTOR (SHIPPED 18 20 19 (Z LOOSE AND INSTALLED BY OTHERS) ---------------------------- -------- c20 a Oxy ATTIC ACCESS 22 1/2"x 30" 18 18 20 19 19 19 ELECTRICAL 24 BSMT LIGHTS (AFCI) 14-2 15 1 1 15 14-2 BA1 LIGHTS (AFCI) 23 CIRCUIT SCHEDULE 22 GARAGE LIGHTS (GFl)14-2 15 1 1 15 14-2 BDRM 4/HALL (AFCI) 21 20 SMOKES 14-2 15 1 1 15 14-2 BEDROOM 3 (AFCI) 19 NWR Ru•c>K v R Q Ols R we IR DESCRIPTION AMP POSE A B POLE AMDESCRIPTION DESCRIPTION CIR (**)_ R�R� •Ra.x .�. WIRE RE SIZE SIZE 18 BEDROOM 1 (AFCI) 14-2 15 1 1 15 14-2 HALL RECPTS (AFCI) 17 t n1•�R r,cc sxRp lnac 1aR x Yml R•c A R,a 40 39 16 GARAGE RECPS (GFl12-2 20 1 1 20 12-2 MIRCOWAVE 15 (sss)a RY��Axwx4RR� t•u 14 BATH 1/2 REC (GFl 12-2 20 1 1 20 12-2 BATH 3 REC (GFl) 13 ,K O.R,.,10•LC� (►***)na®�im�"ii R 38 37 GENE RAL N OTE S: 36 35 12 EXT. RECP (WP GFI) 12-2 20 1 1 20 12-2 WASHER (GFl) 11 . ..�...a.1....1." R,r.o.R •v..4� 10 EXT. RECP (WP GFl) 12-2 20 1 1 20 12-2 DINING ROOM (AFCI) g �� HEIGHT/8-0, n awln •"ma 34 HALL LIGHTS (AFCI) 14-2 15 1 1 15 14-2 BATH 3/HALL(AFCI) 33 9-0 CEILING CEILING HEIGHT (GARAGE) -�� ,K. 32 STUDY/HALL (AFCI) 14-2 15 1 1 15 14-2 KIT LIGHTS (AFCI) 31 8 REFER 12-2 20 1 1 20 12-2 KITCHEN (GFl) 7 WINDOWS HEADER HEIGHT @ 6-10 1/4„ UNLESS NOTED OTHERWISE AWa-A�%.WW^ NAS a."am�a"`"”" " DISHWASHER SLIVERLINE 2900 SERIES SINGLE HUNG WINDOWS 3o BA 2 LIGHTS (AFCI) 14-2 15 1 1 15 14-2 STORAGE RM (AFCI) 2s 6 (LOCKABLE EIR) 12-2 20 1 1 20 12-2 KITCHEN (G FI) 5 28 GEN LIGHT (AFCI) 14-2 15 1 1 115114-2 LV ROOM (AFCI) 27 4 WATER HEATER 3 26 FOYER (AFCI) 14-2 15 1 1 115114-2 LV ROOM (AFCI) 25 2 ("«•vay) 10-3 25 2 2 25 10-3 DRYER 1 NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and is loan that it is not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to others, qn)4 o ose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, I BUILESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL {.0 `Y MODEL: CUSTOM TWO STORY LI)7 /&� z I {r 27'-6" X 50'-0" / 23'-6" X 20'-0" 0 F ; Drawn By: SDD/JCM Eng 14-0502 Industries Inc. 2ND FLOOR ELECTRICAL PLAN a = Date: 06-14-1 Serial d • BUILDERS OF OUAUTY HOMES • — --- KEPSMER VALLEY KISIMPLEXDRIVE� TY�'V ✓'d - g �� Y : SCRANTON,PA 18504 �� ,, � Date: 06-14-14 Checked B Tk s a<� Page: 7 Rev. Date JM 6-24-14 GARAGE-LINE A LINE A 4'-6 11/16" 3'-5 7/16- 5'-10 3/4" 2'-8 7/8' 3'-0 1/8 8'-9 13/18- Y-6 5/18' S-1 3/4" PROVIDE HOLD DOWNPROVIDE HOLD DOWN FOR 8.330# ---------------- ----- ----------------- ------------- --------- ------------ ---- FOR 14.332# (4) 2x6 SPF#2 STUDS - --- ----- (4)2x6 SYP#2 STUDS r• (•••) on O o RUN DMALL THRU p Ld Oc rr==1n CD SIMPSONSIMPSON ... STHD14R1 I I I I v1 c (��•)STHD94 ( ) 5,208# PLUMBING MAY L�._j i RUN ENDWALL THRU o o NEED TO BE r - �ii O RUN ENDWALL THRU PROVIDE HOLD DOWN RELOCATED TO I II PROVIDE HOLD DOWN MAKE ROOM APA PORTAL FRAME I I I FOR 8330# 7 I * i (4) 4OR 2x6 SYP#2 STUDS w (4)2x6 SPF#2 STUDS e, HOLDOWNS lII III III a (•••) I I •�_ I I (•••) 1FA�FRr s r——————_— I (•••) CJ II l' I I FS i ° L J 1 00 IJ PROVIDE HOLD DOWN W W O II I I I `-------J FOR 14,332# J ::3 II ACROSSPMATELINE AT i i i II o)2x6 SYP 12 STUDS Q Z I I FLOOR AND CEILING I I I ti °x° z= m (•••)I I I I I m r. r� C� 10'-2- 1 ----------------------------- •l U " o SIMPSON I I W I I I r --- t 1 F "' zo o sRtD14Rl II z L -- --t+--- ------ I CL LLJ y n APA PORTAL FRAME ----- III N N o o Z SON LI STHD14R1 � PROVIDE HOLD DOWN ----- L--------------------------------- `'6 p J - x FOR 8,330# Of SIMPSON W - ( ----- PROVIDE HOLD DOWN N ----- ----------------------�}-- 4)2x6(.SPF#z SR1DS ----- (4) 2x6 2x6 w##z sR1os a SIMPSON I, APA PORTAL FRAME Q -- (�•) i; W STHD14RJ II ("•) II I I �m Fo 0 �•oCD L` MQ 1r n CDCn CD II ----- I I Q (•••) a 8 m II F F- ---- PROVIDE HOLD DOWN m d x FOR 14,332# o SIMPSON( �I I I I (4)2x6 SYP#2 STUDS o o STHD14R1 I I I I APA PORTAL FRAME I I I RUN ENDWALL THRU ci RUN ENOWALL THRU I I I --------- LLJz z �N'• I I I U) zt o SIMPSON ( )STFq h• 2.575# STHD (4)2x6 �#HOLD 1� (•••) 4'-6 7/8' 5'-1 3/4' 4'-6 7/8' 3'-0 7/8' 5'-3 3/4" 9'-3 5/8' 9'-3 5/8' 5'-33/4- 3'-0 7/8' 20'-0' 50'-0' GARAGE-LINE B LINE B (•) 1. _• Mm�� NOTES: FASTEN ENDWALL FLOOR RIMS ww,uw FM I www:w Q ws o x *# s m lao m mw�lit .w� -0.131 DIAMETER NAILS REQUIRED FOR TOGETHER ON-SITE ACROSS ENDWALL ( )=ww A_`S FLOOR AND ROOF SHEATHING FASTENING w/J"THRU BOLTS o 48"ox. OR & ° W "x 8" LAGS O 32" O.C. DBL RIM (***)i mM.mum"w�x�w•Xrr -FIELD NAILING FOR WALL SHEATHING MAY REQUIRED EACH SIDE (++•) W YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE **** xewwllwallwln ,=DMK NOT EXCEED 10" O.C. PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE ( )'Zm�" '�"` PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON • wwmww"�lwww•• w s,wa.s mwwrwm ay.w wt FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. MOM wo.wl.a wwx we li b wr. (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL • •www—aw "IIM1I,w NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 Nd OI Iw/®wl,w A w Ow[w.•�Yw Y�rwwe w.malas n��u wwowa as mm nw auwwt NOTE: This drawingis the property of SIMPLEX and is loa ition that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER p p y H-R p p SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to other \_ Q HIy r• urpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, ti BUILOOESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL * o ;* MODEL: CUSTOM TWO STORY 7 LI) /�� c27'-6" X 50'-0" / 23'-6" X 20'-0" Z l a: DrawnSDD JCM En By / g # 14-0502 0 .y� Scale: ####### Serial Industries Inc. �^ / • BUILDERS OF aUAX O HOMES 1 ST STORY SHEARWALL PLAN Date: 06-14-14 Checked By--- KEYSER VALLEY INDUSTRAL ---- SIMP PARK SCR i TON,P 18504 �� R• / Page: 8 Rev. Date JM 6-24-14 SCRANTON,PA 15504 O 6 9 OF UPLIFT WNEC11l=D(r WALL SEAR WAIL SPECS: titin llaisE IM sl.Duc IbMMEC11016t SFIFATFBIG(wralEcllDMs: ?AO"OSBRLl'-d.p Ine A 179 pit Bin o.c. Ist S►xyUGMI-rite 1 7/W'OSBwd0133wn.a-k 7AI5-OSBwf0.113'1d-pals 131"x30"Nails Ylh6 S,aaNin s in End- 0.111A 3 " al 721 pit ®3"ot.paneledJ}ft 12'ac. Q3"oc.pa12 eledge& " Top Rae to Suds&Bou"' 21616 Grain. NA g 05 pN 7116"OSB 1St Slay 2 roes ODA 135Q D'Naffs Segm�d fildtethr5(etclr) os.field raing(nenor) Marro Swds d"ospanel naii ng Ceiling Band to Frt_B 179 pit Bin o.c. 3perstud Nan Shea lfldil 511dion and 10 tell"oc.feld nailing Tf16'OSBtr10.131'Yl S1t[tlr 711 d"OSB■!0.131 SQ.6" 1st 5Sl ryWel 1st5mryU611-line_2 Q2"ot.panaledgS l2"ac.naris@2"oc.panel edge& 0.131"x3D'Nails 273 pif panel dQ.biierw 5"os. Std 1279 p1f iri �� Bpaom Pltaeto Floor I62 plf NA Floor Sneahng 516in OSB(Lh6bckad) paneladga 6sM r91,gantl uatYlg( ) misiodc 1 dbi aeld nosing(merior) 12-oc.teld6s Comeclon 7fl6"03BRLYoieeap Ine 1 Optf Sin a.c. Se9rn er•`d Osi•gsetas •dbl studs QsMg seams gnos. 9,ear knaig 2 mws of 0.11J'SQ D'Nais 7116" Bw10.11 STP' 2" st IIiN � TOP PLATE SPLICE LINIrATOM, line_2 46J pit 1 �`*Wl-line-A ac.parrc4 edge c. - 4ino.e. 330 p1f Feld nailig(ererior)-dbl Simpson 9t p rtng-T.LTP4 ar Performed sirdsQslaii-TiS 1ASbr/051Plate Minimum splice lap where splices are allowed= 6 1[ 7116"OSBRLYaoedaplo-o-r IneA 554p1i Sin o.c. 1066 PH W5 (12)O.IJiimKi!Brit nails nm i dA 0" UPri-tion-line 1&Inv_? MAIN 110115E I st Sm rl/uyap-Fe_B 118"OSB wl0.1135Q'nais Q6in OG 229plf Q3"os.panel edge&12" 1st Floor Ooubk2AT Plse-No 1stdt.Floor 6113 B 313 p11 0In a.c. os.avid nein 0.131"K3"ioenais. op Stdta Floor Performed g(edwl w) 1st Staryn S6 Plate Splices Fund 0.11311,K2n nails Connection-line A&ineB 247 p1f Q5 in OC NIA Fndwalls 1694816 - Double 34 O Perirnwtvr Rai Gxvlecedn Ine 1 0 pit 3 in a.c. No spices Use 2 town of 4sonars 1st Floor Endwal Marelne- along6otbmadgeofpanal - 1st Srorylpyl•fine 1 Top Ra lPTop Ra6r/ (22)0.148in x25n rats 1st Floor Oouh1e 2A Top Plate-Wth Suggar2rowsof Q8 in oc Ine_7 0 pN 3 in ox. 4661 Ib 3 Simpson LSTA70 Sops APAPorel Franne Cviny Pomb Ceiling Rm each step Splices& 0.131"t3 H'Hils across Mala line 4240 Ib 7 'OSBw10.1 lxYx@" Sidewalls Ooub1e200Penmeter Rai- S Merl rca 1 7116"OSBRLYoSerdp so In. 554plf tin o.c. Ist Sory*wl-1re2 411 f o s.pawl vdgv&12'.c. 1 n Floor 6dwal Miiaine- 20.149inx25n naffs •Lh Splices O.fat•r air lis @9 In oc pl A.1.5" P1 ivldnaip(e Rerior)-dbI Floor Rmrla Raton Rfm 466116 3 Simpson LST000 Stops (?) Pertbr�d Sidi € svam€ across Mmeline eachstiap sea Flow Bandit r__111, 32J pit 3 in O.C. Si Plate 0.131in K2 iQin nils 1st SbryNhll-ireA 110"OSBw10.11S' 'naffs 1st Floor Doubk2lB Top Rae- Nd Corrwcion ?64p1f Q3"os.paneledipi al ' 0.131"x3"toenals. 657116 Splices 1 row of�o�l Perforsed o s.field naing(elderior) 1st Sbryb Sl Plate 424 pit @3 in,OC N1A Fndwalls Oouble2xlOPenmeterP.d- al boirome Connection-line 1&rrw? No Spice€ Inez OpH Sin o.c. Isl SorSgpr�-rne_B 110"O6Bw/0.113'SQ"nai€ - 284p1f Q3"os.panel.dg.S12" 0.131"c39oenays. Iv Flo or Double 2ATop Plate-Ufhh Sagger2ni -14 in or o s.feld-itng(eiteri a) 1n Ssoryn Sl plate Splices& I 0.131"s3If-Nails �� Connection-line A&ineB 318 pit Q4in OC HM 266316 OfERR�� - Sidewalls Double 2x10 Penrnetar Rail• Stagger2-rof �.f4 ino 7118"OSBRLYo�eeap Ine A 14B pit 6 in o.c. y�IIOISE In FloorEdwal Mali man SPIMOSa o.tai-t OU-Mir 1st" 2mas00.11TWD"Nassis8torylbduleto (091mipsanHOU14- (30)SOS TopRan toTopRakl (22)D.14BinK2,5nnal. ll1LTIPCOIIIWCOtRE1CIDN5: Ceiling Band to j__9 I40 Pit Din o.o. Foundsion-lineS O S2 5 instated on(4)2 A irlo stud o*min l' CeilingPomn Ceiling Rm 328516 3$1 Won LSTA30 Sops vaoh Sinop 1 st Smrmtl 1333016 SPF a2 S•AS-Use 11.3.y traded rod wls"mn across Marlene Assum a Typical Connedion m ade With 0.131"x 3.0"Nails SWd Hex Head Nut-2500psi mit arMedn 24"mit na da Required 8Cl1 9913 8 f10.C. Co-wcion 7A15"OSSRLYoleia Ine 1 357 If comet. fooling �F.I-Erdwal Mkine• qu p gfor tAc ro»s stat red=P P Sin o.c. [12)D..-Ir iap refsor Pomo Fbw(bm 728516 3 Simpson LSTF00 Sto s 2-013.1 13'SQ D'Nais 1st SmryMEduk[o (1)Simpson HOUI4 (3B)SOS IAIM S"screws across Maklne � P each st°p line 0 P Foundation-line2 SO S2 Sin€tddan(4)216 ieosad oolunn a l" 3 in o.c. 14332 lb SYP 1125ids-Use Hea.y treaded rod w 110"min Flex Head Nut-2600psi men erM ed in 28"min wde 7115"OSBRLYoSenaptl line A 395PIf 5 in ax. conwete *ding nm I Dist 6" 1st SmryMbdulefo 1a$t ry0Ua1 Fe B 353PIf Sin ox. Foundslon-Ine_A Simpson Shun Tie 14 in min oonerr%cover Stdto Fl- 0.1131n K2n nails 173316 p and COO)l6d sinters,locale Pard ST H014RJ 15in tuner Domer C-16. Ui.2me5aftari Inel opff Sin a.c. al ong Botbm a da.of papal 1 st 3lwVM dne n Ine 2 582 pit 3 in o.c. Foundation-lne_B SernpsonwngTie Sbid in min wncrek cover 66416 S H014RJ and CM)16d sirkers,bcx 15in from owner 7116"OSBRLYowtap sell tintA 395plf 2 in wc. pi ate 1.51 SteBECB Flow Bandit Ine_B 353p1t tin o.c. 1st Smryem"Ieto OSit FL. 0.113i n K2n nails Foundationine_ -iI S[npson Stung-Tie I Q in min ooncrefe oowr Use 1 row""Mnen; line-1 0 pM 2 in o.c. STH014RJ and(30)10d sink-,beak along bunm edge of pael APAFwW Fraena I Sin,from oomer 1st Smrylbdukta UPLIFT CONEC110115 HATE WAIL Foundation-line_2 Simpson Stronp-Tie lain min � ooncrrnwr 520816 S HOI4RJ and(JO)IBB sirkers,boaee 13 in tom miner 1st 3mry Cei§ng Bardto 1st f Smpsan 9iwg-T.LSTA12 (10)0.148in1Q5n nails SoonV*Wl Std Conrwation p (5 eadi end of arep) 1st Smrybmule to 46 in o c. Foundaiian-line_A 286016 Slain min wrote!wva r mp�nStrong and(3C)16d sinke-,bcae 1st Sorylf�l Sudn Roar 42 Pit Simpson Strong-T�e L3TN2 (10)0.148VE-nails I Sint-miner Order Connection @49 in o a. (5 eadt end of strap) 1st Saryilodile n Flow birder to Fo,.WAi on Fater crud.for hsied Foi"adon-11,13 B 14 in min concrete donor Connection PH goad - 257516 Simpson S6ono-Tie and(30)I8d sinters,bcse Sf HD14RJ ISin tom Damen NOTE: This drawing is the property of SIMPLEX and is loan QED t it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER part, or used for furnishing information to others, 4� o detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE returned upon request to SIMPLEX INDUSTRIES, IN EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. VESTA DESIGN & DEVELOPMENT LLC TORELL �µ LI) /�� Y CUSTOM TWO STORY BUIL CUSTOMER: Z Y, ODEL: � � 'r 27'-6" X 50'-0" / 23'-6" X 2013-0" >a tip raw- By: SDD/JCM Eng # : 14-0502 Industries Inc. 1ST STORY SHEARWALL C ' 6 9 9 '�� Scale: # # # Checked hec• BUILDERS OF QUALITY HOMES •KEYSER VALLEY INDUSTRIAL rt"1E-S A� 0 ---- Yy Date: 06-14-14 Checked SCRANTON,PA 19504 Page: 811 Rev. Date JM 6-24-14 SIMPSON STRONG-TE LSTA24 24 CENTERED AT BUM a HEADER SIMPSONCENTERED SIRONG-TIE OFLSIHE ACIER "/(9)1Od WAILS INTO WADER .ENTERED AT BOTTOM a YER a(9)104 NUS INTO SND-INSTALL 11'-6" HEADER LENGTH 11'-6" HEADER LENGTH /9)IOd ALNALS INTO STUD- ALL ON OPPOSITE SIDE OF WALL FROM SHTG O(OPOd NUNS INTO SND-FROM SK WADER SHALL BE FASIENfD TO A HEADEON OPPOSITE SHALL SIDE A WALL FRO slOc THE KING POST W1(R6 6d ...WALS THE ioRc PST w FASTENED TO SWATHING FELLER :::: /()Ifid SINKER Nus (3)1s'x 11.25'HEADER (3)1s'K 11.25'HEADER FASTEN TOP PLATE TO WADER SIMPSON STRONG-TIE IsrA24 wm Two Rows a 16a sNKCR FASTEN Ta PLATE TO LEADER NOF AT Y O.C. WITH Two ROWS a 16d SINNER a 9 10d WAITS INTO snKYo FASTEN SHEAR"TO HEADER WITH SIMPSON STRONG-TE 15TA24 WP ERE STRONG-TIE LSTOF WADER NUTS AT Y O.C. 16d SINKER NAILSN TWO ROWS AT () 8d COM ON NUS N 3'GRD PATTERN CENIfRED AT BOTTOM a WADER ORiB®AT BOTTOM a DERFASTEN SHEMON HANG TO HEADER WITH Y O.C. AS SHOWN AND 3'O.C.N ALJ.FRAMING ./(9)10d NUS KID WADER /(9)10d NUS Nro WADER m COMMON NUS N Y CRO PATTERN ALL (STUDS.BLOCKING.AND sus) p ON(PPCF SITE SIE WAS OOYWFROMMSS TG ON(9J1OPPOSITE 9a0d NAILS EOF wmoiL FROM SHHTc (STILM HOCKING.D.C.ALL AS SHOWN AND 3' �) FRAMING I : E PANEL SPLICE 6 NEEDED IT SILML OCCUR I R om sHEATIWNG WHEN 24'a Ib-HE1ID. BLOCKING IS WI HINFI.*PUCE D NEEDED R SHILL OCCUR PEEWEE. FASO SWATHING TO HDMG WITHIN 24'FA YD SWAT. HDCKmc 4 WITH N COMMON LANES 0 Y 0.C.FASTEN TEETHED. FASTEN SWATHING 70 BLOCIIIG WITH Bd COMMON NAILS 0 3'D.C.FASTEN 2x6 SPF/2 ELECTING TOGETHER WITH 1rd SINKERS 0 Y O.C. BLOCKING TOGEMER WITH 16d SINKERS 0 3'O.C. 7/16'OSB SWATHING 7/15-OSB SIEA7100 SIMPSON STRONG-TIE STDI4PA EMBEDDED SIMPSON STRONG-TE STH014RJ EMBEDDED SIMPSON STRONG-TE SM14RJ EMBEDDEDW1 , sNPSON STRONG-TE STHDI4RJ EMBEDDED SIMPSON STRONG-RE STHDM KID CONCRETE"/(30)16d SINKER NNIS(«.) INTO CONDRETE./(30),6d SINIO WAS INTO CONCRLM W/(30)164 SINNER NAILS NO CONCRETE./(30)16a SRwER Nus EMBEDDED INTO CONCRETE./(30) INTO(2)2x SRO ... INTO(2)b STUDS(•-) ... INTO(e)e STUDS("•) INTO(2)2.STUDS 16d SIN ER NAILS INTO(2)2xSTUDS MUL 2'x Y x 3/16'PLATE WAS ERDBL P.T.SILL PLATEm YN.2'x 2'x 3/K6'RATE WASIEA (1)5/W'ANCHOR BOLT WITH 7•MIN BffDMBrt Ji DBL P.T.SILL RATE(—) DOL P.T.SILL PLATE (1)5IT r/8'ANCHOR BOLT WMN.EMBEDMENT RM JOISTN (TYP) —9 1/2" 8'_0" 1'-11 1/2" 1'-11 1/2" 8'-0" 1'-9 1/2" PORTAL FRAME PORAL FRUE PORTAL FRAY PORTAL FFU E 23'-7" NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and is to ndition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to oth �p� r purpose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE to SIMPLEX INDUSTRIE request re �� • ; •ti's EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon q BB)LDVESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TOREL *( � '' `� MODEL: CUSTOM'-0" / 2 '-6"STOX Llnp. Lax i! ' L(3 ` 2T-6" X 50'-0" / 23'-6" X 20'-0" Y p Drawn By: SDD/JCM Eng # 14-0502 Industries Inc. r^ r Y a • BUILDERS A QUALITY HOMES PORTAL FRAME DETAIL �° % Sale: # # Serial :---- KEYSER VALLEY E D DRIVE L ^^•• ---- PARK1 SIMPLEXDRIVE ��}� 'V s � `� /�� Date: 06-14-14 Checked By SCRANTON,PA 18504 Page: 88 Rev. Date JM 6-24-14 GARAGE-LINE A LINE A 50'-0' W 4'-7 7/8' 5'-1 3/4' 4'-5 7/8' FASTEN EACH CANTILEVERED 2ND STORY FLOOR JOIST TO 1ST STORY CEILING RIM w/(1) SIMPSON H2.5A & (2) 0.131"x3" NAILS TOED. z w LS(2) SIMPSON 2'-8 7/8" 3'-9 3/4" W-3 3/4' 8'-7 1/4' 7-2 1/4' 3'-1 3/4' (3) SIMPSON z A18 STRAPS H o TO FROM wFL00 RIM FROM WALL STUDS U n 1,839# TO DBL FLOOR RIM a N c 2,970# rNi (2) SIMPSON Q CS16 STRAPS 0 Oo • • SIMPSON gz� CID In 1,8391 CS16 STRAPS z (2) SIMPSON O 2,970#o CS16 STRAPS (1) SIMPSON O o o = CS16 STRAP 2,217# 3 ( m o I I I I Of O I I I I I I I 1 I I :3 m O — zm 4 -------- m I z — -- NI -------- NL-Li .!R. C Z Z W --_-- iNI L---------- ., o W o� zrn In o — —J ---------- Hg — W CD Ma� Q CD W � < C CD 0 4 W m (2) SIMPSON (1) SIMPSON (2) SIMPSON MPSON CS16 STRAPS CS16 STRAP CS16 STRAPS CS16ISTRAPS 2,217# 3111 1,839# 2,970# 4'-6 7/8' 5'-1 3/4' 4'-8 7/8' 3'-0 7/8' 5'-33/4- 5'-3 3/4' 5'-53/4- 5'-3 3/4' 5'-33/4' 20'-0' �• («) i nam ww>Ma'iws I�aAc�o'i` GARAGE-LINE B LINE B A R IY I•dL•A6 (••>t RR MEG`.wO 1-1 !ILL NOTES: —0.131" DIAMETER NAILS REQUIRED FOR ('•«)&i'�'mi� a °..i�'•"' FLOOR AND ROOF SHEATHING FASTENING —FIELD NAILING FOR WALL SHEATHING MAY NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE �i1�l A•l QA6 „ PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE L„ ,�;LL� NOT EXCEED 10 O.C. PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON ,, ,moo, ,; FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. '°°""°"°"`�"'""°'•'�'�` (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL •s K..a,A.�mm.� ILL•aa 1i�Ale�Ac w>,[A•�, NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 ..Ali Am wo IsinAa NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and is Er�ort'� 'on that it is not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Parti or used for furnishing information T of `of k! urpose detrimental to the interest of SIMPLEX and will be ret EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSRIECa� n.A /,� B�ILESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TOREL k` MODEL 2T—s" XU50'OO"T%O23'T6"RX 20'-0" Drawn By: SDD/JCM Eng # 14-0502 Industries nc. di`, i"S� ###### # • BUILDERS A aY INDUS HOMES . 2ND STORY SHEARWALL PLAN '�} g 9 -"�4r Scale: Serial y KEVSER VALLEY INDUSTRIAL B PARK I SIMPLEX DRIVE Op 'O� Date: 06-14-14 Checked By ---- SCRANTON,PA18504 T1yE S'A?£ Page: 9 Rev. Date JM 6-24-14 RIDGE BOW POCKET RIDGE NTD WW LOLL" / PER .131" 3"NAILS SIMPSON CS16 FROM BEAM TO STUDS (1) PER PLY DETAIL B DETAIL B 1 I CONTINUOUS TOP PLATE END WIND COLUMN WALL THRUST BEAM BOTH INTERCONNECT PLIES W/(2) ROWS .131'x3' MODULES— NO SPLICES NAILS O 8'O.C. —STAGGERED INTERCONNECT PLIES W/(2) ROWS DETAIL I 131'x3'NAILS O 6'O.C. 4v STAGGERED FROM EACH SIDE SIMPSON LUS28-3 JOIST HANGER (1) EA SIDE I I I I (3) SIMPSON CS16 ' ACROSS MATE LINE MAY B DETAIL A I E LOCATED ON TDP PLATES,, O cETU ' PERIMETERS, OR GABLE WALL BOTTOM PLATE I I I I , I 1 I I I I I I I I I I I i I I I i FULL WALL WIDTH SOLID IL I END WALL PERIMETER DETA I USE (30) 0.131'x3.5' NAILS FROM SIDEWALL I II I THRUST 13EAM TO ENDWALL THRUST BEAM ROWS OF Ix 3' NAI I I • - •':. •�• NAILS (27) NAILSLS TOTAL 1 PER SIDE •-° ' •.t-a. - POCKET VMD OOUBN SIMPSON CS16 FROM J B8D FLOOR GIRDER BEAM TO SKIDS DETAIL A (1) PER PUE I I (3) SIMPSON LSTA18 :9 STRAPS FROM STUDS TO FLOOR r . DETAIL NOTE: This drawing is the property of SIMPLEX and is �--uQ n that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER g p p y �d �` T p p SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to of �` �ntf$r hese rpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIE VESTA DESIGN & DEVELOPMENT LLC TOREL >< CUSTOM TWO STORY BUIL CUSTOMER: a 0 MODEL: z . � , p 27'-6" X 50'-0" / 23'-6" X 20'-0" G J Industries Inc. 9��- 9 m Drawn By: SDD/ICM Eng # 14-0502 • BUILDERS OF QUALITY HOMES • may- 6 OJ Scale: Serial :---- KEYSER VAULT CONNECTION DETAILS �� Date: 06-14-14 Checked By PARK ---- PARK 1 SIMPLEX DRIVE TR rj•T E 5T At SCRANTON,PA 18504 Page: 913 Rev. Date JM 6-24-14 UPLIFT COffgECT10 S Exr WALL SHEAR WALL SPMS:- iffiHIMSE YdN FIDIISE SLM COFYEC1om BULT UP COU1111 CONEcril : Truss bTop Plate slopaoi 510 9-Te M.ST (6)0.1315Q6"naiseadh 2�Btoryftl•Ane-1 7110"OSe.XI)jI3'XL'nails 8.131"x 3"loemils. Assume Typical Connection made with 0.131"x 3.0'Nails Con-ad" 257 pIf and 322 pIf �4"ot.panel edge a 12" Fbofo Connection n 21615 2 Q 161,oc. P�� oc.teld-ing(eAen.) connacdon Required Spacng for two rows staggered= in o.c. 7110'13S&PLY.-Ael, 7110" Bu10.113 2" 0.QI-K3D-R&n End- ON YAI FdISE COfN8Cr1D115: 10511 Sheadingto Top Rae 2nd 8toryYl51-Ane 2 og.p.W.c1q.&12'o D. Top Rate to SOds xBoton, Connecdon 257 Pit 2 rows of65tener3 0.113in x 2.3.6n nails 3gaplf lied plat ling(e rterior)-dbl Pla21616 0nin.eto Studs NA Q6 it of Perforaed 51.1sseams 3Par stud 7,16"OSBRLYo.edap Ine A 257 pIf B in o c Ridge Conneaion"6" 1 V4'x 12'z 20 pa steel strap it,t x28'nails each end& 2ro 00.IT4D`FLis 2M Rory" A 7110"OSB•lD.113'Yl"pals 0.131"x3D'Fhils (2)0.131X3 D"ruik told 2nd StoryVi511 115pit Q,held andedee&12' Bvllvm Phk to Floor 102 D1f 1111 Stud to 2nd h B 257 pit Gln 4.. Partorded ot.teed miing(emtri or) Bnot. Cella Tie Cannecdon'488" 0.131`x3'rats Storynow AO"OSB•l0.1131Q'nals i V4 x 12'x20 ga steel strap 4M 0.131x2.9'nails each end& Bind 2nd S1orl 11-Ib e_g Flip Cannedion"5&7' Cerawcion 7110"DSBRLYo.edap line_? 0plf Sin o.c. IDS pIf W'ot.pa rrd edge&12" Simpson Sirorg•Tw LTP4 C1)C.131`,00"nails toed 2 rou s of 0.113'4 D'tb is idd-ling(ereeior) 2nd ftMo I•'t wry W6 pit X11 in OC (12)0.1311.x 11llin naps Con nection•line 1&fne 2 Knee•all Cornecdm I'ne_2 463 pit 4 in o.c. SNM 1 71x14. L7312 7116"0S8,PLYo.edap 0.131"xTteenaAs. 2nd SbryU95A•line 1 (IBrow anal dge nails 2rous of0.113'7(1 D'Ibis - 243 pili Q3'oc.paneledge&13' �Mo-kv_y 158 pIf @6 in OC NIA 2nd Band toryls Ine B 179 pit Din os. Perfvo7ed o afield nail!ng(exerior} Conheclon- -B 4drk0rte Cannecton'13" Sheathing VP w!(B)D.131'Yl 5"nails eachside "Calling 2nd Floor Edi al Adak1 ine- 2nd Sn Vt51-1ine 2 AD'OSBwl0.117YY'nAls Band! 7110"OSBRLYc�eda �--_l 0 If 7 - 155 f Q57oc. anal edge&12' Top Phh b Tap Rah! 275216 25 son LSTP00 Sto s C12)0.148in x25it naffs Connection p P 3 in o.c. G p Ceiling Pomb Ceiling Ran p eachtrapltSB�iEToss of0113'7QD`hbis p�� ot.feld nailing(eokrior)ne_2 463 p1} 4in7116"O5Bw10.113'7Q"nails 2nd Floor Ednalhbhline- 1Ur 12'x20 stadstr 0.131.28'nails each end& 2nd SmryU51-IincA C22)0.14Ain x25.mils Ridge Co.neoto T' ap Vel SM 113 p11 QO'ot.paneletl9!&11- Flow Boor Rin 275216 29mpson LSTKfO Stops each stop (270.131�CaD"rails toed p ,a o t.laid nailing(lwerior) acrossb4aheline Truss b Top Plate 208 if siPror SlotgTa 11277 (5)0.131'Y15'naiseaol Cc Ba T e Conn."4810' (�O.i31"rC3'rods Connection p end 2nd StoryU9li-line_B A 0'05 BwMAI3'7Q"nals GIRAGE Q l Binoc. I13plf @O"ot.panel edge&12' 0.131'x3•'toamis. Ftp Connedont8a. 1V4'x12'x 209a steelstrapv*00.131oae*nails each end 8. P.,I,.*d ot.teld nalling(wbrlor) G2nd$N .Is (3)0.131-40-nails toed 7110'DSWPLYca•rhp ^� 51ory 260 pit Q4in OC NIA VAII Sheahingm Top Rat! 2011 pIf grows oflasteners 01131.x1-3.Bin mos WFlt111N1t7D COIgECIIOf@ Connedion-line l8iii Ahi Vkb gr Connerdon B in ot. 0 in ac. 2rd�9mry�Wdule m 11 t 9m son Sto Tie ConnectionnilO�ne A&Ane B p like in OC NIA � � AT (4)0.131x3'rail 0.131"x3'toanals. TOP PLATE SPLICE 7116"OSBRLYohedap Ina A 206 PIT ` IN 1f 2nd StoryV411 2rous 00.1174.0"Hail 18391, �) C518s7aps (22)1Dd mi. strap Stud 02nd 1ne0 20a pit Bin 4.c. 2nd Rnor Ed•al lwkrine- Minimum splice lap where splices are allowed= 6 11 Story Flow Top Pimeb Top Rahe 1 15B31b I Smpson LSTA30 Stops (22)D.M,n x2,5in mils Band 2nd Smryl lcduleto 1st Ceiling Pomo Ceiling Rin exhstuip 7110"DSBRLYo.edap Ing 1 357 pit 5in o.c. across Maglne 2nd Floor Double AA To Plaie-No CoraKc'Ien Smry66duk-line 2 P 2 rows 00.1 11'SQ D'r-b ds r3)Sinn eson Stu rg-Tie I 287016 (22)10d nae s ea slap Splices CS10 slaps 2nd Fbor Erd•y h6hline- 2 0.148in>t25n nils 11173 11, Ine_2 155 pit b in o.c. Fl4nr Pornb Roor Rin i5g316 I Simpson LSTFOO Straps �) each strap Endualls ?AV KB+PLYoudap lme A 149 pit b in o.c. across Mine la 2 mus 00.113'Y1 D'Rai. 2nd SmryModule to I st 2nd StoryFI- Sm ry-1ne_A Dead Loa d of Struam is SFE1TF�dG C011kCIlONS: 2nd Fbor Double 2tATop Ptak-V* Sa gger2 rows of Band.15t au_B 148 pit Binoc 6K Suloknb Resist 0 MFBN ROOF: 23315 Spices& 0.131'x3D"Rails @81n oc Story Ceing Oherbrning Load 322 pit 11.111WC eaR ae oc.paml Side fill Band /09111111 atl17ot.na Canecfon 7118"OSBRLYo�edap Ine 1 357 Pit 5 in o.c. Roof Shea" 7116'OSO(Unblotke4 ,�1 2rowsof0.113'k2D'litll 2nd Sml fid.-Ilikolule m1st SbryFu6duk-Bne_B Dead Loid 6lSNmlra It Shear O'VERHANGS' Sam OK Sulci r to Beds[ 0 5 in edge&field 2nd Fkar Double 2ht Top Pha1e-lb UPLIFT(bNECM 1NTE WALL IOhemehing Load 0.113'7Q"rusts It Splices 9101 Sheathing 65 pif 3187 b am7110'078 6'oc.panel edge nairg Edwalls Roof Trussto2nd 3t IAM Si Strong-Tie LSTA12 (10)D.148'1Q5"nails Fon Shea VWI Suwon and10"oc.feldnaIIhg cry 103 pit 2nd Smryhloduleto 1st Sind ComeOon (5-h end ofs0ap) gm uk-line 1 0.131'70.5'rraik tO'ot. 2nd Fl-, Double 2A Top Plak-VO Sfagger2rows of @48 in o c. ryM - (2)9mpson Stnng•Tie 273 pit - 471 oc 2217 lb CP slaps (22)1 Dd reds ea strap Roor Sheahng 5Bn 088(Ublad.ed) pinledge faunigand 10656 Splices& 0.131-x3D"Rails 2 nd SloryViiiI Slid to 2nd Smpson 9tc the LSTA12 (10)0.148inrQ,Sih nails Shear 12-ot.teldusHrtg Sid-Als Sb ynoor Band Connection (5 each end of shay) 48 in oc. 2nd Smr}iboukm 1st 2ndS Roar Ba 1st Smrykbdule-line_? (1)Smpson Strong-Tie cry gmpson 9mrg-The LSTA15 (12)0.148 inhQ 5i,naffs 80515 CSt6� (13)IOd nails ea soap Sorry CaYng Bated 84 Pit (B each end ofslap) Cannedion(One Ida Wily 48 in oc. 2nd 36rrylolodukb 1st (1)9mpson Stnrgi-Tie 29516 C5I6 sap (22)104 nils ea slap 2nd Story6bduk 01st sm,yt"iod -We-8 (1)9mpson SlnngTie 28515 cs l0 soap (22)1134 rets ea strap NOTE: This drawing is the property of SIMPLEX andis loo on that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER part, or used for furnishing information to other a Ar, rpose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE returned upon request to SIMPLEX INDUSTRIES, PN EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. p q q� L F� * Al `* CUSTOM TWO STORY BUILDVESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL z k MODEL: 27'-6. X 50,_0• i 23r-6• X 20'-0" Ind nc. Drawn By: SDD/JCM Eng 14-0502 • BUILDERS OF QUALITY HOMES �, Scale: # SerialIII KEVSER VALLEY INDUSTRIAL 2ND STORY SHEARWALL C 6 9 °�i@ Date: 06-14-14 Checked By ---- SCRANTON,PA 18504 �T'._ - 'T 6 V Page: 9A Rev. Date JM 6-24-14 GARAGE-LINE A LINE A 20'-1' W-T PROVIDE HOLD DOWN PROVIDE HOLD DOWN FOR 8,330# FOR 14,332# (4)2x6 SPF 12 STUDSr ------------------------------------------------------------------------------------------------ — (4)2x6 SYP#2 STUDS 1276 PLF 15'-11 3/4' 4'-1 1/4' I Ir----------------------- --------------------- ---------------------------------------- -----� SIMPsoN 10'-10 3/4' 3'-2 1/2• SMP` 4- STHDI4RJ __STHDI4RJ 2960#r --------------------- ----- --- — 5�0 ACCESS RELOCATED To I I AVOID HOLD GOWN I FOOINC Sfg.D ARD)RFiFDRCm FOUNDATION WALL SD'ED 1019 PLF AS REQUIRED DY LOCAL SO2 CONDITIONS ANN REINFORCED AS REQUIRED nY I (PROVIDE Nolo DOWN ! I 1 AND elDLnrIO CODES(�«)-TAP. LOCAL CONOnara Aro BULDINO -----____-- ... I FOR 14.332# r--------------- -, r_—, ACCESS IISEI MAIN CODES.( )-1wIrK slMPsoN I HOLD LOWER I I I HOUSE 1 I(4)2x6 SYP#z STUDS STHD14RJI I I I I I TO GARAGE RtACE,orT I I N I I I I I I I I I I I I r4¢o1wE Hao Dowty I FOR 8,3301 oI( #2 STUDS _ MATEWALL = 1982 PLF I II N I I I 1 13-5• 5-1 5-1• 2-6• 5'-5• 5'-4' W-10' 8-10 I PROM HOLD DOWN o i i i i 389 CPL W i i i 8,170# CPL CPL CPI i(5 MR ##z sruos N w q SIMPSONI I I I I I � -� r-I-� r�-� �_I-� r�-� ��` r r-I-� r-I r z STHDI4RJI I I I LLJ S�SONI I 20`'• Q I I I 1 I ®-I i®i Imo— — I _-_ — I I — PROVIDE HOLD DOWN N I i I IpROy1DE — JJJ—J L _J L__J L__JI IL__J L—__j I FOR 143321 z N SrHD14Rrl :CPL Q I CP I a L I 3,495# 7,426# 8,007# 10,643# I r-----� I 18,848# 13,033# I I(4)2xs SYP#z W " m slu I — — —�D4 I I(4)2x6 #2 STUDS I 10,564# -----� r 10,097# I I STUDS I JL111 13,760# 13,760# I I ----- I mSII I I Y C SET ON CONN.r/RUST EQUI R D PNN!LOCALL CO DI ID S,BUILD Q SAND ------aIPER Law CONDITIONS(«»)-TAP. I I J(Qg IIPROVIDE HOLD DOWN C7 UNEXCAVATED I i i 10• i W r----- (CPL) THIS SYMBOL DENOTES A COLUMN LOCATION I 143321 LOAD.THESE_I II Slid I-—————-I REQUIRE 70 SUPPORT A CRmCAL POINT I 14 2c6 SYP 2 STUDS NOT BE I I 6 I �5 RELOCATED OR DELETED NMNS YANY MANNER.I i I I r-----�IIr-----L_---_ I PROFOR IDE HOLD DOWN THI (4)2x6 SYP#2 STUDS STH4 I I I I 1019 I 1276 PLF I SIPSONL ________________ STHD14R1 SIMPSON PROVIDE HOLD DOWN SIMPSON 2 575# STHD FDR 8 33p# STFD)14RJ (4)2x6 SPF 12 STUDS 3,624# 3' 50'-4' NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE lDI MULNOEL, PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE s I* IIAO®�N Af9f Ala 11" NOTE: THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARING ( ) ®. ;Q® PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON fL1e110L� FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. CAPACITY AND IS ONLY SUGGESTED AND SHALL NOT BE USED FOR (ss)U�®�loom ee�f� �.a«u umm (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL EXECUTION. THE FOUNDATION DESIGN SHALLED BE BASED ON SITE SPECIFIC "�""""'° NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 NOTE: BASEMENT STAIR OPENING IS DESIGNED SOIL CONDITIONS AT THE LOCATION SITE. THE FOUNDATION SHALL BE of a v.gal 1a•a am DESIGNED BY A LICENSED ENGINEER OR ARCHITECT IF REQUIRED BY NOTE: THE MEASUREMENTS ON THIS FOUNDATION TO CATER TO A 8 1/4" X 9" STAIR. REGULATIONS OF THE PARTICIPATING STATE IN WHICH THE BUILDING IS • ,e,o.*�,.,,.■„f,. PLAN ARE SUBJECT TO CHANGE — REFER TO INTENDED TO BE LOCATED. THE CONFIRMING ORDER AND PRINT. "•°I°a'°•�°°°�, • f�M Ym OO�fT A CSR A11��A<OOf O1FAa A H Y� WNam aMA 0W OOf MAS•• M A0.WrQ�AIL A1�1Ai�f Yv0 O1Al0 Af�1ma NOTE: This drawing is the property of SIMPLEX and is Eo aR n that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER art, or used for furnishing information to of >s�` a SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE p 9 m rpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIEIF VESTA DESIGN & DEVELOPMENT LLC TORELL ` �`" '` 'x CUSTOM TWO STORY =Z27) O-L&�x BUIL CUSTOMER: 1 ,, o MODEL: ;. 0 27'-6" X 50'-0" / 23'-6" X 20'-0" IS,/ Drawn By SDD/JCM Eng 14-0502 Industries Inc. SUGGESTED FOUNDATION PLAN /T`' 9 �'�2 Sale: 06-14 # Seal d • BUILDERS OF QUALITY HOMES • KEYSER VALLEY INDUSTRIAL PARK i SIMPLEXDRNE OF T k E S ATS O Date: 06-14-14 Ll Checked By ---- SCRANTON,PA18$k Page: 10 Rev. Date JM 6-24-14 e STH D 1 4R STH D 14RJ CORNER INSTALLATION EDGE INSTALLATION f (3) FULL LENGTH 2x STUDS (2) FULL LENGTH 2x STUDS 11 EXT SHEETING EXT SHEETING 1)2 M STHD14RJ NAILING: STHD14RJ NAILING: 30-16d SINKER 30-16d SINKER ***� TRTD SILL PLATE TRTD SILL PLATE ,oo, t l ' MIN. REBAR LENGTH `: r 2X EMBEDMENT L ;.. LENGTH +12" MIN. REBAR LENGTH 2X EMBEDMENT MIN. 8" CONCRETE LENGTH +12" STEM WALL FO11"MON ooNlEC M FOLI M710M CMIEMM YM11 11dSE 1086 pHsiding 7 spore wank 1.J VL- 424pIfslidng i spam waakrwf V 5111 PWte lD Foundadon Arolor 101:0s ww ln6• Q12 in OC Sill Platelo Foundaim Ardor lottou sne IA61 @12 in 0C Connexion-IM 1 and otef em 16k) Co nnxtion•lae_I and aNf tea loe) 1)plf pit Ooltde Sill 1`14-R.4 vBt a tkmh.wak rnq,hd 63 p1 fuplI L",111k mh.va In,rep INd 833Uslidin 2 epa wmkrw to Sill Platen Foundatim p 9 A rotor loltoss wt 1116• @141n OC 511 PFateb Foundation Cannection-I Fne_2 and owf em lo•) Conrexion-lie 2 Aacnor Bohr shared wlh wan House Llna_I (*) 1. Ittr I�tlN A ttrrr snatrt tsru swam tr 1tOrtS wtwtw ratr.An OpHupit Co1He 511 Mates Fipq. L@te Camll.wa krngs red NWsm atra tn,elwte wsRM a frt.sn sass®. 247 plf slidng 7spae was rwJ 12 318 plf slidny 2'sP ar wakrwJ (**)Ls NTPwgi omiw� Sill PlaIeb Foundation A romr lortglatne ln6• Q30in06 Sill Rates Foundation Armor tortglune ln6• @28 in DC NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THE o�x uta n of att rm.sn Conrexion-IieA and ownttat-FConnexion-IIneA and CNN ted idle) 3PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE (•e:a)a 11111111111111rtata M An�aanarN�—Rfw� 30 plfuplit Datle 511 Males k¢ Uete Ckmn-wakrnp led 284pltuplit vete akmu-waskrmp res �ws®,ae Nou�wx 247 plfslidng lap at ua4krwJ1¢' 318 plfslidng SspaN waskrw PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON wfattr•I�taaa� Sill Platelu Foundation Armor l.'.s•elne• @30 in OC 511 Rae to Foundation Alnlar lme"rwerns• @28 In OC FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. Correction-line avete a anOad oNrteCwtry Carnection-line B and oN=torlok) (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL 229plhplit Jde 511 Mates F>tq. kmu.wakrn!p Ra 284plfupli/ Veteakmu.wa kr2p tea a ermwAs ffwl tli YR nlr NO. NY 0186 FMH EXPIRATION DATE: JANUARY 25, 2015 � ��■�� Otn A tas Ntat An w(AN 1larpt IOt AetR ONarr An mor s me�ww nos An AC1rR al wN INltlt tot a r s trr trrml ttttat�tte to aR ALL 4l A t Ow[ilte R Maim" et Iw AirR N 10 t[Off N A naOYN It[aNlr N AOIgYnZ ONI ML�e�'wO Ynw fftO Ab tnaNwtL NOTE: This drawing is the property of SIMPLEX and is 'l c DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER g p p y ��ftl-c hat it is not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to oth 4tor a 6r,.. se detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, * p' yi t r CUSTOM TWO STORY BUILVESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TORELL �' ::5 o MODEL: 27'-6" X 50'-0" i 23'-6" X 20'-0" LlnP./ear �r, 9 Drawn By: SDD/JCM Eng �! 14-0502 Industries Inc. SUGGESTED FOUNDATION CONNECTI ` Scale: Serial • BUILDERS OF QUAUTY HOMES KEYSER VALLEY INDUSTRIAL TAT Date: 06-14-14 Checked By ---- PARK I SIMPLEX DRIVE SCRANTON,PA 18504 Page: 10A Rev. Date JM 6-24-14 1. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER MOSEr,LAVATORY SHOWER OR TUB/SHOWER 1/t.ww s■r e0em./(>).131 x uMt A KITCFfN AREA W/SINC THESE FlXTURES SHALL L BE CONNECTED TO A SANITARY SEWER OR TO AN WAS ie c iio iwx aan�o avec APPROVED PRIVATE SEWAGE SYSTEM PER SECTION R3D6. aeX■O'•a2L a e1w wm1 e■Fa 1a1was rou®a a R sr as lac 1=WINESb tl4 2. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A SUPPLY OF POTABLE WATER IN THE AMOUNTS R ww ectal FIR$MR � ,�a'� may(,•I �� PRESSURES SPECIFIED N CHAPTER 29.POTABLE 3 NON-POTABLE WATER DISTRIBUTION SYSTEMS SHALL $ME Lxa Rimm:wp C) r/2 � BE IDERTFIED PER SECTION P2901.1.DISINFECTION OF POTABLE OF POTABLE WATER SYSTEM SHNl BE Lew ataxw(y ' > � ` '/2• WITH SECTION P2903.1. 3. POTABLES WADONE IN�DISTRIBUIpN SYSTEMS SHALL BE PROTECTED FROM CONTAMINATION N A�AANCE WITH SEMM P29M 1/2 1/2' 1/2' I „■• 1/2' I 4 aR TAPS R ATMOSPHERIC VACUUM BREAKERS INSTALLED WITHIN WATER D67FAR1T10N SYSTEM SHALL _ 2X6 CONT.NAILER RmaAs s■aa KIK '� BE DONE IN ACC(XtILIIICE WITH TABLE P290221 3 SECTION P2902 i - 2x2 LEDGER 18111111FUT1011111 4'-0'FIELD MISTALL ,/r RYeUW axeal■a(D+/,e) 5. MAXIMUM FLOW&WATER CONSUMPTION AT FIXACCORDANCE POINTS TO BE IN WITH TABLES \ (q L,m.h■w1 TYPICAL P2903.1 Mt P290S2.PER 2002 ECCC OF NEW YORK SECTION 504.6.1 SHOWER HEADS SWILL HAVE A 96'TFRK.APA RATED UNDERLAYMENT •rAa tww•a•ec. v1w-eomm Lev m�•,e'm IB TYPICAL WASHER TYPICAL KITCHEN SINK w/ TYPICAL LAW KITCHEN MAX,FLOW RATE OF 2.5 GPM 0 BO PSI WHEN TESTED N ACCORDANCE WITH ASCE A112.16.1. w1Opa SUPPLY SUPPLY DW SUPPLY SINK SUPPLY 6• MMUM&KAMM WATER PRESSURES OF THE WATER DISTRIBUTION SYSIEMSHALL BE 40 PSI MIN./ r (4)200 80 PSI MAX.R BE IN ACCORDANCE WITH SECTIONS P2903.3&P2903.3.1. 12 7. THE REQUIRED SUPPLY LOAD OF THE BUILDINGS WATER DISTRIBUTION SYSTEM SHALL BE DONE N /a-10•LAD 0 9 I" ACCORDANCE WITH SECTION P2903.5. ,32.0,x•(h YM131Yx 3* 2'-0' B. THE MINIMUM REOUIRFD WATER SERVICE PIPE TO BE SLZED IN ACCORDANCE WITH SECTION P2903.7, MATS LE N Wa �� BUT NOT LESS THAN 3/4'. SHAD 9. MINIMUM SIZE OF INDIVIDUAL FIXTURE SUPPLY LINES TO BE PER SECTION P2903.&2 BUT NOT LESS PRER00F 7N1S5 2d LECCOtt(:art.•/ \ - IOEEWAIL ■exact erFxE ear w TW 3/8'. (4y-.131Y x 3'LG. \ LTS12 SNp.on SeLW I� 10. PER SECTION M2101.9 FiNMGERs Mt SUPPORTS SHALL BE OF MATERIAL OF SUFFICIENT STRENGTH TO H4S 0 EACH TRIM % (FSA LfEME M EACH 19155(h v EQUAL SEE DETAF SUPPORT THE PIPING.PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING 1/2• 1/2' 1: SPECIFIED IN TABLE M2101.0.COPPER PPE(VAT-10'/HOORAYS-41 EX TUBING(VAT-4'/HORSE aux ear eXw 41t• /2 /2' 31 -2'-67 PVC PPE(VAT- 10'/HOORAYS-41 11. VALVES INSTALLED N WATER DISTRBUIION SYSTEM AT ALL FIXTURES TO BE IN ACCORDANCE WITH AM FROM CNER P2903.9.1 UGH P29032.3.EACH DWELLING LIMIT_ �■� 1,��, x 2e Fsa �, a eeAa " VALVE(OF AF LL-OPER TYPE)LOCATED NEAR TO THE ENTRANCE OF THHAVE AN EE WATER SEIMCE ESSIBLE MAIN F ■act aw wF■aE awL m■ Fe/ae®mm um 01F1aL a exax weaX 1r x r cu aarxea■■10111' 12. PER SECTION P2904.5 ALL WATER DISTRIBUTION PIPING TO BE EDHER COPPER TYPE 1'(ASTM B88) 1r x W uu metasml s1r 1e ate Rau•Ir QL o TYPICAL W.C. TYPICAL SHOWER TYPICAL TUB/ OR PEX-AL-PEX PIPING(ASTM F 1281). m sr ls1el20 IF e I N ar nla FAe1 FaE to FaeE M 13. PER SECTION P2904.6 ALL FRINGS USED N THE WATER DISTRIBUTION PIPING TO BE APPROVED WITH a aP(eM eaaw.11111111111.ar RARE ■sexs�u aaxaas SUPPLY SUPPLY SHOWER SUPPLY THE PIPING MATERIAL INSULTED.FITTNNGS TO BE COPPER-COPPER ALLOY OR PEX. e■w"NINE w�1 trona•w LW 14. PER SECTION P2904.11 AL SOLDERED JOINTS N COPPER TUBING SHALL BE WADE WITH FITTINGS q 21 w(sw6 axa[.KM wawa•It= plea Flel LEGEND APPROVED FOR WATER PIPING&SHALL CONFORM TO ASTM B 628&TABLE P2904.6.SOLDERS& 10 1r talwxL exeaev eteps,eq FLUXES USED N POTABLE WATER SUPPLY PIPING SHALL HAVE A MAX 02 PERCENT LEAD.FLUXES 1G•ase 9EA■a Ku/,h aae rUm SLFPLY Prm raft WAFER •/a71 I1MY6/PPNG Her levee sxPPLY Pr/p e7x SHALL CONFORM TO ASTM B 813. s Lf21 eRoa exxwol�im� _---- Vert PPNG TYPICAL WATER HEATER 15. PWMBNG FOK8LRF5 FADES N FIXTURE FITTINGS SFIAIl BE PROVIDED dt INSTALLED PER GRAPIER 27. a w"x .e cola■FtaE WAK4 M Prep SCHEMATIC ALL PLUI6NG FW URES,FAUCETS 3 FITTINGS SHALL BE CONSTRUCTED OF APPROVED MATFRMLS& CONFORM TO THE STANDARDS SPECIFIED IN TABLE P2701.1. m w(s1x0 WOE.ee11a ML&F+ MO FaeL1a 16. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED AUTOMATIC WATER HEATER PER SECTIONS IH19 r®ao 1■wA■I own Bow C'9 M2OD5,P2801.1 &CHAPTER 24.PER 2002 ECU OF NEW YORK STATE WATER WATERS,STORAGE tr T"R.O (1!/24) TYPICAL SUPPLY SCHEMATICS TANKS&BOILERS SHALL MEET THE REWIREYENTS OF SECTIONS 5042 TO 50422 nas pae JW s/0 H •It Q ee L apixWaxw4 17. WATER HEATERS ARE PROVIDED WITH A COMBINATION PRESSURE&TEMP-ERASURE RELIEF VALVE PER ILL IN t •tr SECTION P2803.THE DISCHARGE PIPING SHALL BE N ACCORDANCE WITH SECTION P28D3.&1 & WO CrP MD RM an•1r ae m a Feces M P2503.62&NOT CONNECT TO THE DRAINAGE SYSTEM. 18. ELECTRIC WATER HEATERS INSTALLED BY SBPLD(WITH A PAN 3 A DRAIN ON CRAWL SPACE MODELS Ynr u••a'or, a ®wean•Free Ny ONLY PER SECTION P2801 S TO P2B01 S2 OLL 19. WATER HEATERS USED FOR SPAS HEATING WILL BE PROVIDED WITH SCALD PROTECTION PER SEMM P25022 ■-z,Faxtaxs eeLo1 Cexrr wPsea r+ 20. HOSE BIBB.S WHEN PROVIDED BY THE BUILDER ON-SITE,WBE INSTALLED PER SECTIONS M023.3 Ir.rose awclmow six r cu= = �+OM1 I" I 3 P2903.10. I �,¢ I I I 21. HOSE SPRAYS(F SUPPLIED)FOR SHOWER-TUB/SHOWIERS SHALL HAVE A DIVERTED THAT WHEN WATER a4 as COR"NINE.61sT ML u P= vUp P t1aH S SHUT OFF REVERTS TO TUI!P061110N#PROVIDES A VAGINA BREWER WHEN VACUUM(EG &IwOM.eels o<>v RMI � I I a I•./A M t•'1 I �� TUB/SHOWER SPOUT DIVERTED). o I s,ew k�-f + t" � "'I'#h+I/ 22 PER SECTION 2603.6&P30012 WATER DWRBUIOPNG N P ,SOL OR WASTE PIPING SHALL NOT BE +I R w■. `I. IT FROM FOUTSIDE OF THE RAM; tMLTXHG ENVELOPE BY INSLXATION OR HEAT OR BOTH. ADEQUATE PRONASIONS ARE IMIDE TO PROTECT I C1, M w Kae)a■aE.W191 111x6•It oe ,`I + 1x. a sP lew■X a■aE.oxw ae/• IrOA nal , 23. EACH DWELLING UNIT SHALL HAVE AT LEAST 1 CONTINUOUS 3'DA.MAN DRAIN.RAR FROM THE rr12 >c°A >L,•wF ■,a(2y h Rte:a Berme" TYPICAI TUB TYPICAL WASHER TYPICAL IAV. TYPICAL KITCHEN SINK DRAIN TYPICAL KITCHEN SINK DRAIN BUILDING DRAIN ENTRANCE TO 6'ABOVE THE ROOF PER SECTION P3103.1. DRAM /VENT DRAIN DRAM /VENT T VENT w DW 24. NACCFSSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEAN OUTS OR SLP JOINTS.ONLY ACC:SSBLE TRAPS w■ew aw / / SHALL BE REMOVABLE OR HAVE CLE ANOUIS. ve,Fla 1■IxAOI tart a w{aN ara.eE1e1 awls RM ■ wla 25. PER SECION M2101.9 HANGERSh SUPPORTS SFWl BE OF MATERIAL OF SUFFICIENT STRENGTH TO sw 1R 01ea9 awa.WON 0111011 MARE ewxe�iu daxaae O� IPU SUPPORT THE PIPING.PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING ►to Fra�� 1•ye �� a if SPECIFIED N TABLE Y2101.0.COPPER PPE(VERh 10'/HRORQ i')PEX TUBING(VERT-4'/HORz v -FF/o< w k k t� -2'-81 PVC PPE(VERT- 10'/NOW-41 ap CNP MPA e■■1 aT••w CAX eaxa v sw LM N I I T �4 26. ALL PLUMBING FIXTURES SHALL BE VENT IN ACCORDANCE WITH CHAFER 31.NO FIXTURE SFWl BE axml ser th ti I I 5 WET VENTED DOWN STREAM FROM A WATER CLOSET.HORIZONTAL BRANCH VENTS SHALL BE AT(FAST xh.r 1A•1r oe CX su weea a ra u RIME V I I C ABOVE THE FLOOD RM THE HIGHEST FIXTURE SERVED. X Aa1es na•7r m s 1r Ron nw nn R FuNsoF Fwaw I I ( +Iti I 27. CLEAN OURS SHALL BE PROVIDED N DRAINAGE PPNG PER SECTION 30052 +W I rL I ,p 28. OWV PIPING TO BE ETHER PVC,CAST BON OR COPPER DYN PER SECTIONS P300332,P300.T3.4 h .aFaawL aval Ir II ra t aaae■sr oe� ./coccal male; It Hol P=clew M.vaD■L crew wra Few aLac f•7 I I ' P3DO3.3.62 w■a AaFa■•ar oa a tr Fa1 RM e®M I I I �' (q 2.10 (W4 axaa 9 I I I I ,lj 29. MODELSPER sEanON SHALL BE PROVIDED WITH A 2 VENT PPE CAPPED&LABELED FOR FUTURE USE (_� 1. Lti LLwa wM L■��■ws�4■et 6. � I+AP' j I� I� # 30. AL PLUMBING PENETRATIONS OF NON-RATED BUILDING ASSEMBLES ARE FIRE STOPPED IN ACCORDANCE A Flw,ww M ex•n■L■■Fa L■aw;li■ RA■■L -,�,Li0< w fi I i WITH SECTION WL&AL PLUMBING PENETRATIONS OF RATED BUILDING ASSEMBLES ARE DONE IN e■•11m eu■■M wr R v alar a M 31. DRILLING&NOTCHING OF AL STRUCTURAL MEMBERS SHALL CONFORM TO THE TEOUIREMERIS OF a wL w■,a•L aom eel■alea./WIX uea NAMS q; + I I ACCORDANCE WITH SECTION R3213.(SEE THROUGH PENETRATION DETAIL SHL X OF X) as L few wFxe a L xeel AI■a[ ■e1L LaIY aacw■/w■F MK FwIF s7 a WIG TYPICAL W.C. TYPICAL SHOWER I Z TYPICAL TUB/SHOWER I I SECTIONS 8502.8:86026&86027.(SEE SPECIFIC DRILLING&NOTCHING DEWS ON SHEETS X3X A Fw•■R R xMu w■Fe IaDw;.� PA A Ae,■m R eacL onmt exxww DRAIN /VENT DRAIN /VENT DRAIN /VENT I OF p�• •�M uewRMa Rra O�aeaIM 001mB�-M. r_ Xr•■1■Faueao,wu 9e®aw I I 32. BATHTUB R SHOWER UNITS INSTALLED w/SHOWER HEADS SHALL HAVE THE FLOOR 3 WAIS FLASHED («**�L wr wwr wa A wmX Fw■w ■Cat 11141`1111110M xe a®R-W WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6'-0'ABOVE THE FLOOR PER SEMM 83072 e F■•Im ae wwFA n M ue�e r mxxase ao ewaw am M a a■;!w 1006� (•P}M. (sass)a ■r lexw s•Fw■Axas ■wL a D P a■ I 33. DWV&WATER DISTRIBUTION SYSTEM PIPING STALL BE TESTED N AXC RD-ANCE WITH SECTIONS e■ 1•■aw Ao 1e1A n M a2 a�a a M P alloEat RM./ara=I==(•y LEGEND IP2M.5&2503.6.(SEE Q.C.MANUAL FOR DETAILS) CMD"mummy Pa7p 34. FACTORY SHASUPPLY CEILING OR FLOOR ACCESSES FOR ON-SITE PLUMBING;CONNECTIONS TO THE A R Fw w•L wwL r weN WE a M6 (Py # I LL •FILL Farm L ■wea■A x1■w wt[w,wn ap�w fpr=11R 9rPLY PPNe # 2ND.FLOOR.DRYWALL CELING OR FLOOR PANELS ARE SECURED ON SITE BY BUILDER AFTER wIR A Mala ONO e M•L R a■ awx.■ILL Lib Ae llOw Rw411 Tal A■xL•wwr Ao IeLom v ae■lm A2 _---- 1a11T PPe10 I CONNECTIONS HAVE BEEN MADE N ACCORDANCE WITH LOCAL N:STATE REQUIREMENTS. w•mxw n■a■L wew Ao INR v 1a■: netaVlx51E Prrto TYPICAL MAIN VENT / 35. ALL FACTORY INSTALLED PWIBING PIPES VIRE TAGGED,PL000ED OR CAPPED FOR PROTECTION DURING L ■■M aw•w s■�■r A eaaw awoe[Fe As FUTURE VENT TRANSPORT&SETTING. a 1i/S!s w�iP i 11 w a"weaa Iwwal®A�■ee R •••ti Yr Iel�M onD�•Q■R aL MHX�i Lp'A EDL "-ae xl■011e 0000IxD eew,vow Aaw aaH l'M-7r. •'tea e.axF m TYPICAL D.W.V. SCHEMATICS PARTIAL CROSS SECTION SCALE:N.T.S. NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER This drawing is the property of SIMPLEX and iseloa n that itis not to be reproduced or copied in whole or in SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE Part, or used for furnishing information to oth � rpose detrimental to the interest of SIMPLEX and will be EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. returned upon request to SIMPLEX INDUSTRIES, P </ C" uVESTA DESIGN & DEVELOPMENT LLC TORELL *' a * MODEL: CUSTOM TWO STORY /II� BUI CUSTOMER: ( '` �� I1 Y 27�-6" X 50'-0" / 23'-6" X 20'-O" - z a Industries Inc. A. Drawn By: SDD/JCM Eng 14-0502 BLDG . SECTION / PLUMB SCHEMATICS / Scale: 06-14-1 Serial Id : • BUILDERS A QUALITYHOMES Date: 06-14-14 Checked BY KEYSER VALLEY INDUSTRIAL ---- PARK,SIMPLEX DRIVE ■ SCRANTON,PA 18934 F` •-"-----• T TE Page: 11 Rev. Date JM 6-24-14 LIGHT AND VENT SCHEDULE ROOM NAME FLOOR GLASS 8% of VENT 4% of Electrical Load Calculation Form: AREA AREA FLOOR AREA FLOOR BEDROOM #1 206.67 22.30 16.53 11.88 8.27 Date: 612612014 Performed By: J--M Mfg Simplex Industries BEDROOM #2 136.75 22.30 10.94 11.88 5.47 Project: 14-0602 Model: 2 STORY ` BEDROOM #3 232.50 22.30 18.60 11.88 9.30 Air Conditioning ' BEDROOM #4 137.47 33.45 11.00 17.82 5.50 DINING ROOM 203.87 23.84 16.31 12.70 8.15 Central Electric Space Heating ( x 65} x 0 KITCHEN / LIVING ROOM 674.19 128.94 53.94 60.44 26.97 Less Than Four Separately Controlled LIVING ROOM 477.75 118.50' 38.22 52.82 19.1-1 Electric Space Heating Units ( x .65) 0 STORAGE 384.61 60.78 30.77 32.28 15.38 Four or More Separately Controlled STUDY 92.38 11.15 7.39 5.94 3.70 Electric Space Heating Units ( ' x .40) 0 ' Use the larger of the air-conditioning or the EXTERIOR DOOR & WINDOW SCHEDULE div,ersifieddemand ofthe heating load. ROUGH OPENING TYPE LIGHT VENT MATERIAL MANUFACTURER MAX. SUPPLIED REQUIRED **U R ***AIR Other Loads: SIZE (W x H) S0. Fr. so. FT. FLOOR DP RATE DP RATE VALUE INFILTRATE Watts or Circuit Wire AREA C1-2435 2'-0 5/8"x3'-0 7/16" CASEMENT 3.48 2.54 VINYL SilverUne 63.5 SEE PLAN SFE PLN .33 .037 Volt Amps Ampaclty Size General Lighting ( 100 x 40 x 3) 12000 15 14-2 DH 2856 '-10 1/4" x 5'-9 1/ SINGLE 11.92 6.35 VINYL SilverLine 158.75 SEE PLN SEE PLR .33 .03 Small Appliances ( 4 'x 1500 } 6000 20 12-2 HUNG DH 24210 '-6 1/4" x 3'-1 4 1 SINGLE Range (GAS) 1,800 15 14-2 / HUNG 4.95 2.61 VINYL Silver!ine 65.25 SEE PLAN SFE PLN 33 .03 Dishwasher 750 20 12-2 2968 PANEL 2'-8 3/4" x 6'-8" SINGLE 11.60 0.00 VINYL Andersen Lx fir ONLY 145 SEE PLN SEE PLN .30 .03 Wall Oven 0 N/A NA HUNGUtility Room Recept 0 N/A 12-2 DH 2852 '-10 1/4" x 5'-5 1/ SINGLE 11.15 5.94 VINYL SilverLine 148.5 SEE PLN SEE PLN 33 .03 Washer 1,500 20 12-2 HUNG SINGLE Dryer(ELEC) 5,000 30 10-3 DH 2846 d -10 1/4" x 4'-9 1/4" HUNG 9.62 5.10 VINYL SilverUne 127.5 SEE PLN SEE PLN .33 .03 Furnace 0 NA NA Water Heater(ELEC) 4,500 25 10-2 Microwave 1,580 20 12-2 3'-2 1/2"x6'-9" SWING 0.00 20.00 FOAM CORE PLAST PRO N/A SEE PLN SEE PLN ,17 .03 Whlripool 0 NA NA METAL CLAD 3-0 ,Garbage Disposal 0 NIA NIA FWG6068 6'-0"x6'-8" SLIDING 23.78 14.72 VINYL Andersen 368 SEE PLN SEE PLN .30 03 Subtotal: 33130 PATIO First 10 KW of other loads @ 100% = 10000 Remainder of other loads aQ 40% ( 23130 x .40) = 9252 Heat or A1C from Above. 0 Total Calculated Load: = 19252 Required Service Size. 19252 -240 = 80.22 'Amps Installed Panel Size = 200 'Amps NOTE: This drawing is the property of SIMPLEX and is to %ition that it is not to be reproduced or copied in whole or in DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER part, or used for furnishing information to oth � -scpurpose detrimental to the interest of SIMPLEX and will be SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THEreturned u on re uest to SIMPLEX INDUSTRIE � EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. p q L`tF BLIILaESTA DESIGN & DEVELOPMENT LLC CUSTOMER: TOREL *` 9 j* MODEL: CUSTOM TWO STORY LI) 710 /�X c 27'-6" X 50'-0" / 23'-6" X 20'-0" ZDrawn : SDD JCM En By / g 14-0502 Industries Inc. SCHEDULES tap\ �3 Scale: 06-14 1 Serial d :y • BUILDERS OF QUALITY HOMES • KEYSER VALLEY INDUSTRIAL ��j.-,� 'YO � ��,�� Date: 06-14-14 Checked By ---- PARK I SIMPLEX DRIVE j g SCRANTON,PA 185D4 Op OF Page: 12 Rev. Date JM 6-24-14