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078.00-01-33.000 2005
f_ DRAW NGS TO EE USED IN CONJUNCTION WITH ATTACHED SPECIFICATIONS I aM PROP05ED NEW CON5TRUCTION FOR: BRUNO COUTURE � ANN ERXffBEN 17 1 /2 EAST MAIN STREET CORTLAND, NEW YORK 13045 ' , W - EsslooA A- I TITLE 511 EET A-2 ELEVATIONS A-3 PLANS AND DETAIL5 A-4 BUILDING 5ECTION5 t W z W CD (nLu Lr) LLJ too 1=- c�� N w z C) Uwz oNg z�� fro m—U DATE1 10/05 SCALE AS SHOWN DRANK SUSAN FEISZLI SHEET A -I NEW MODULAR HOME BLOCK TO WALL LINE * PROVIDE FLASHING- _ f ROPOSED PORCH ADDITIOt' =! I ��,i LII%ll&mwi mrnrmr,rrm,rrmrnr wo 36" MIN. RAILING HEIGHT WINDOW WELL-"""�--' 1p�l ffRftfffl I 3;1 2 N 30 HIGH RAILING 0 0 USE ATTACHED SPECIFICATIONS IN CONJUNCTION NTH DRAWINGS If LYJ PROPOSED GARAGE ADDITION -,/(ONTINUOUS RIDGE VENT VENT FRONT ELEVATION SCALE: 3II 6"= P-0" .I 1 II I II u I I ` ----- -------------- ---------------------- - i - -------------- _ ----- - ------------- ------------ ------ - SIDE ELEVATION SCALE: 311 IG"= P-0" (.n 0 Q Lu Lu Lu Z N W D Ell DATE8/ 10/05 SCALE AS SHOWN DRAWN SUSAN FEISZU T\ SHEET A-2 912 P,E.R.T, @ 24"0.C. 5/8" CDX PLYWOOID 25yr SHINGLES 3 TAB \ 15# FELT \ 36" ICE & WATER \ @ EAVES VENTED SOFFIT REAVES NON -VENTED @ RAKES 6"METAL FASCIA 12" VINYL SOFFIT I ,I VINYL SIDING 7/16" C D X --, TYVEK 2X4" STUD @ 16"O.C. 1/2"0 ANCHOR BOLT EVERY 6' MIN. FOOTING DRAIN FILTER FABRIC COVER EVER 4" DRAIN TILE W/GRAVEL AROUND (MIN,12" #1 STONE OVER DRAIN TILE) (DRAIN TO DAYLIGHT) !J 1212 PITCH GARAGE 4 PT PLATE 4" CONCRETE SLAB W/FIBEPMESH 3000 LB CUNCRETE OVER 4" CRUSHED STOME 5UILDING SECTION I /A-4 5CALE: N.T.5 8" POURED WALL #4 REBAR @ 2' OC.(E.W.) B"X18" SONG FTG. 2 #4 CONT. 2X6" PT. PLATE w/ SILL SEAL 1/2" ANCHOR BOLT @ 6'-0" O.C.- --- STONE FILL 0 a BITUMIN WATER PROOFING 8" POURED CONCRETE wv/ #4 REBAR @ 24" O.CE.W. VERT. 24" O,C. 8X18" FOOTING W/ (2) #4 RE -BAR CONT. FILTER FABRIC OVER 4"4 PERF. DRAIN TILE (RUN TO DAYLIGHT) MIN 12" #1 STONE OVER DRAIN TILE MODULAR HOME BY ProBuilt Homes (SEE ATTACHED DRAWINGS AND SPECIFICATIONS) BASEMENT1 4" SLAB WITH FIBERMESH 3 MIL. VAPOR BARRIER �o 'Nz / 4" STON E BUILDING SECTION 2/A-4 SCALE: N.T.5 LOLLY COLUMN FOOTINGS TO BE 4#4 BARS EA. WAY SEE ProBuilt Homes Dwg.#5A FOR ADDTIONAL END. INFO. U5P ATTACHED SPECIFICATIONS IN CONJUNCTION NTH DRAY NG5 DATE 81 10/05 SCALE A5 5HOWN DRAWN 5U5AN FEISZLI SHEET A-4 48- J N.T.S. TOP OF WALL 48- N.T.S. •./' ."'• };-_+"— _..1f __•�Y"�'_-r 2 — 4 BARS TIE INTO BASEMENT O 12' O.C. HORIZ. & 1 'WALL (TYP.)•_;.: • - a:. Q 16" O.C. VERT. W�.-. I ' CONC. FTG. BASEMENT • (� r •" 1 o • o USHED STONE OR •; <'� o o • ° CONCRETE FILL CONC. FTG. ' STEP FOOTING DETAIL 5CM: N.T.S PROVIDE COPPER OR APPROVED FLASHING BETWEEN LEDGER BOARD OF EXTERIOR WALLS AND DECKING PORCH DECK MATERIAL 15 PRESSURE TREATED (PYP) NOTE: ALL P.T.WOOD TO HAVE DOUBLE GALV. 0R 5.5. ` 2X4 TOP RAILS FASTENERS 2X25 AT 5`0.C. AX4 WOOD P.T.2X 10' NDGER B0ARD FOR SUPPPORTOCOLS W/J015T MANGERI 5/4 x 6 DECKING I 2X4 BOTTOM RAIL Il 2x8's (a) I G" oc SECURE P,T. 2x8 INTO 1•-' (2) - PC52xbl: SECURE TO HOUSE W/3/8" LAG SCREWS 4XT. WO D POS318" x 4" LAGS (iYP) USE JOIST HANGERS —�X4 P.T. WOOD P057 DRILLED 10148" MIN. COMPACTED RLL BELOW 5.5. FO5T AN010K FROST 16X6' CONCRETE FTG DETAIL I/A-3 I 5CAIF: N.T.5 -57' " 17'--1 _______________________________________________________ IAWN3319 IAWN3310 is I. SEE ATTACHED SHEET #5A FOR FOOTING LOCATION -- m AND-91ZING -- 4'-C" . 1 O 4"X4"P.T.POST 7'-O' A ON I G"DIA X8' FT �, (21P.Y.2"X8" _ G. i O SEE DETAIL 1/A-3 O SEE DETAIL I/A-3 N O O THIS SHEET FOR N DECK FRAMING w w @% °" 3 ; � i� O Inti I[.I BASEMENT NOTE: WINDOWS ARE MARVIN INTEGRITY OR EQUAL 4" CONCRETE SLAB (3000 P50 '•' (CONFIRM W/MANUF. FOR W/PORTA FIBER. ' MAS,SIZE OPENING) IAWN331 3 IAWN3319 "ruuinrruiunri[iiiirrnii n- T u N U U r � ip `off tl-lo; 4"X4"P.T.POST I G"DIA.XB" FTG :. ... ..-. ' "(2)P.T.2"X8" �-f (2)P T,Z)0- 'J' (2)P.T.2"X8" j" (2)P.T.2"X8""'r i IAWN3319 2868 3/4 FIRE DOOR W/SELF CLOSING HINGE IAWN3319 _____________________________�-_—____________________- ------------ �__—_ - 7-& _4. . 1 O I(�J G. O SEE DETAIL 1/A-3 O M15 SM.) O N? N co THIS SHEET FOR UNEXCAVATED DECK FRAM I NG _ 4" CONCRETE SLAB (3000 PSIO i -' W W/FOKTA FIBER. CONCRETE �i I mi P.r.z"xe^'y''(z)P.T.axa'''r'(z)P.T.z"xe"'y" (2)P.t2'xe"'yr'(2)P.T.2"X8" ,'r FOUNDATION PLAN SCALE: I /8"= I'-9 MODULAR HOME BY ProBUIIt HOMES (SEE ATTACHED DRAWINGS) a 1-v FIRST FLOOR PLAN SCALE: 116'- IT' 4' G' J RT. TEP DN. DECK O m 1 A-4 (SEE DETAIL IIA -4 ; 1/2" F.R. GYP. 3RD. TO BE t ATTACHED SPECS.) USED ON INSIDE WALL t N 5/8" ON GARAGE SIDE @ — ATTACHED GARAGE t EXTEND TO TEP DN UNDERSIDE OF ROOF. USE (1) LAYER 5/8" ON CEILING U __ ____________ F H / O w v 3/4 R. FIRE DOOR - `--j'� 2"X30" ATTIC d N W/SELF CLOSING HINGE DN ACCESS 0 �" -URB AROUND N 5T"R�A— n - ________________-- In I TEP 3G" HIGH RAILING N' I G'X7' OVERHEAD DOOR 3068 W1 (2) 14" LVL HEADER __________________________________ Ir 16'_C�� 12 _0.I oo� lj ED N hO 55520 °fEssw"a�. USE ATTACHED SPECIFICATIONS IN CONJUNCTION WITH DRAWINGS 9, ZN m N V t N N J 0 LJ m o Q 0 o 3 W W Z 't D � � gn;> W " m J °L W J N CZ J i U _ K 0 Z r N DATE AT 8/10/05 SCALE AS SHOWN DRAWN SUSAN FE15ZLI SHEET A-3 I(�J G. ;I ; s J M15 SM.) I Y?1 UNEXCAVATED _ 4" CONCRETE SLAB (3000 PSIO i -' W W/FOKTA FIBER. CONCRETE �i I mi m SLAB IS 4" BELOW TOP OF I FOUNDATION WALL - i Q J 1 Ln Lu SLOPE TO DRAIN i ~� Z Z h]O — 4" MIN. BACK Q ❑J TO FRONT II CIL N0I.. N u_ QUO Ig ,) HOLD DOWN TO ACCEPT = Lu Q} W --�LONGRESESLAB.OYF.R.--___��,lI � F Z ( (S) ci �2 UW Z 'OONMW .G'C" O' ON� WMANUF.FOR DOOR MA5.0FENING 23' " Z � mt o U 1 A-4 (SEE DETAIL IIA -4 ; 1/2" F.R. GYP. 3RD. TO BE t ATTACHED SPECS.) USED ON INSIDE WALL t N 5/8" ON GARAGE SIDE @ — ATTACHED GARAGE t EXTEND TO TEP DN UNDERSIDE OF ROOF. USE (1) LAYER 5/8" ON CEILING U __ ____________ F H / O w v 3/4 R. FIRE DOOR - `--j'� 2"X30" ATTIC d N W/SELF CLOSING HINGE DN ACCESS 0 �" -URB AROUND N 5T"R�A— n - ________________-- In I TEP 3G" HIGH RAILING N' I G'X7' OVERHEAD DOOR 3068 W1 (2) 14" LVL HEADER __________________________________ Ir 16'_C�� 12 _0.I oo� lj ED N hO 55520 °fEssw"a�. USE ATTACHED SPECIFICATIONS IN CONJUNCTION WITH DRAWINGS 9, ZN m N V t N N J 0 LJ m o Q 0 o 3 W W Z 't D � � gn;> W " m J °L W J N CZ J i U _ K 0 Z r N DATE AT 8/10/05 SCALE AS SHOWN DRAWN SUSAN FE15ZLI SHEET A-3 ADDRESSES: Pro Built Homes 20 INDUSTRIAL CIRCLE MIFFLINTOWN, PA 17059 BUILDER: G & I HOMES (WP) 4976 ROUTE 26 WHITNEY POINT, NY 13867 SITE LOCATION: COUTURE PHELPS ROAD McGRAW, NY 13101 DESIGN CRITERIA: CONST. TYPE: 5b - UNPROTECTED WOOD FRAME USE GROUP: R3, R4 OCCUPANCY: ONE & TWO FAMILY DWELLINGS AND MULTIPLE SINGLE FAMILY TOWNHOUSE UNITS MODELS: CAPE STORIES ABOVE FOUNDATION: 1 HEIGHT ABOVE FOUNDATION: 25-4 SPECIAL USE CONDITIONS, BUILDING SETBACKS , ZONING REQUIRMENTS,AND FIRE RATINGS REQUIRED PROVISIONS, LIMITATIONS: ARE THE RESPONSIBILITY OF THE BUILDER/ DEVELOPER TWO UNITS MAY BE JOINED TOGETHER TO FORM A DUPLEX THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HR U.L. RATED CONSTRUCTION AS REQ. BY STATE CODES CEILING JOISTS: STORAGE - LIVE LOAD = 20 PSF DEAD LOAD = 10 PSF OR ACTUAL WEIGHT FLOORS: NON -SLEEPING AREAS - LIVE LOAD = 40 PSF SLEEPING AREAS - LIVE LOAD = 30 PSF DEAD LOAD = 10 PSF OR ACTUAL WEIGHT WIND LOAD: 90 MPH GENERAL NOTES: THIRD PARTY APPROVAL AGENCY: LABEL LOCATIONS: SEISMIC: "B" SNOW LOAD: 55 LB. FIRE PROTECTION SYSTEM: SMOKE ALARMS AS PER STATE CODES 570-847-8396 FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS III) 570-847-5961 CARBON MONOXIDE ALARMS ADDED PER SECTION 1225.2 HEATING SYSTEMS: HOT WATER BASEBOARD. 550 WATTS/FT W/1BO' deg. WATER @ 1 GPM. RADIATION INSTALLED, STUBBED THIRD FLOOR, FIRST FLOOR INTERCONNECTED TOGETHER WHEN POSSIBLE. SYSTEM TO BE FINISHED ON SITE BY BUILDER. FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON-SITE ACCORDING TO ALL STATE AND LOCAL CODES. SEE PAGE 21 AND ENCLOSED MecCheck TO SHOW COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. OPTIONAL ELECTRIC HEAT WAS USED TO SHOW MORE STRINGENT COMPLIANCE. VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 60 CFM OR LARGER DUE TO AREA KITCHEN RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM. PFS CORP. 877 SKATETOWN RD. BLOOMSBURG, PA 17815 PH: 570-847-8396 FAX 570-847-5961 PFS, STATE LABELS & DATA PLATE @ KITCHEN SINK NOTES: THESE DRAWINGS ARE THE PROPERTY OF MANUFACTURER, (HEREIN AFTER REFERRED TO AS MANE) AND SHALL NOT BE REPRODUCED OR I COPIED WITHOUT AUTHORIZATION. MANUFACTURER WILL BE CONSIDERED AS A 1 SUB -CONTRACTOR IN ALL BUILDING PROJECTS SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER, ALL NOTES WITH REFERENCE TO "IN (FIELD", "ON SITE", OR "BY BUILDER" ARE PERTAINING TO THE 1 RESPONSIBILITIES OF THE GENERAL CONTRACTOR 1 THESE DRAWING IN THIS :SUBSET SHOULD BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM ARANGEMIENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. BUILDINGS TO CONFORM 'WITH THE CRITERIA FOR 1 THE DESIGN OF RESIDENTIAL BLDG. a. RESIDENTIAL BUILDING SHALL CONTAIN NO MORE THAN TWO DWELLING UNITS. b. NOT MORE THAN 6000 SQ. FT. IN GROSS FLOOR AREA FOR TYPE 5b CONSTRUCTION C. NOT TO EXCEED THREE STORIES IN HEIGHT BUILDERS NOTES: 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH ANY LOCAL OR STATE ENERGY I CONSERVATION REQUIREMENTS ADDITIONAL SITE WORK MAY BE: BUT NOT LIMITED TO: 0. FLOOR INSULATION -CRAWL SPACE b. FOUNDATION WALL INSULATION -BASEMENT OR CRAWL SPACE c. PERIMETER INSULATION -SLABS d. INSULATION -PIPING EXPOSED TO UNCONDITIONED SPACES THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE AND LOCAL CODE REQUIREMENTS. 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT ELECTRIC SERVICE. BUILDERS CODES: SEE QUALITY ASSURANCE MANUAL n ProBuilt Homes m 0 e -p a a O3 t u o ae 11.x-1117, z x • ^i U [p ;..4 z ^ ow ProBuilt Homes© THIS DOCUMENT AND ME SUBJECT MATTER d9^r CONTAINED HEREIN IS PROPRIETARY. AND MAY NOT BE REPRODUCED DWG # DRAWING INDEX WHWTTHE NINETEEN PERMISSION OD "PmBuilt Homes" 1 COVER SHEET CL 2 GENERAL NOTES _: LUon r ¢o- rn z LU 3A -3C ��6 FLOOR PLANS >0- 0�5 �Oa� =mr 4A -4C ELECTRICAL PLAN STATE APPROVAL STAMPS o p�a3 5A FOUNDATION 5B FOUNDATION DETAILS 6A -6D ELEVATIONS JPagE@, pH AR z z 7A CROSS SECTION 1 > y V 17B -7C CROSS SECTION DET L RHIT T;€ L I 0 8A -8C HEAT LOSS LAYOUT 9A-96 SCHEDULES of p 1oA-10B SEISMIC LAYOUT IEILE QN1932 Set ar-i C31;73tllt WithilSQ FT.: 1B27 f �Y QAyP fP*L) P!AN3/SP C TYPE NY s YLA STATVD'SF_kS V-TQi;{EIMODEL CUSTOM CAPE ARE CONSISTENT WITH NYS DRAWING. INDIVIDUAL RES CHECK INCLUDED I APPROVED PLANS, SPECS AND COVER SHEET CONDITIONAL LETTER (SHEET: 1 INDIVIDUAL TRUSS PRINT Id 6 z192EIDOs 9194l AM byleby #M 021-03-040 GENERAL NOTES: ELECTRICAL NOTES: INSULATION AND WINDOW & DOOR NOTES: 1 MANUFACTURER MAY RELOCATE, AND/M OMIT, AND/OR ADD DOORS OR WINDOWS PROVIDING IT IS IN CONFORMANCE TO EGRESS, I. ALL WRING TO COMPLY WITH THE 1999 NATIONAL ELECTRICAL CODE L WNWWS, SKYLIGHTS, AND DOORS OF EQUAL OR BETTER V AND INFILTRATION VALUES, AND LIGHT, VENTILATION, ENERGY, AND LINTEL REQUIREMENTS FN NY STATE (ADD NYS NEC AMENDMENTS) MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTRATE AIR INFILTRATION VALUES MUST COMPLY 2 INDIVIDUAL CNPNENTS IN WHOLE. SUCH AS STRUCTURAL 2 RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL THE AM THE MAXIMUM ALLOWABLE INFILTRATION RATES SYSTEMS, LIVING ROOMS, DINING ROOMS, FAMILY ROOMS, DENS, DISTANCE TO A RECEPTACLE BE MORE MAN 6'-0" EXCEPT AT KITCHEN COUNTER 'U' VALUES IF NOT CERTIFIED BY ACCREDITED LABORATORY STAIRWELLS. BATHS, KITCHENS, GARAGES, CARPORTS, ETC MAY TOPS WHERE RECEPTACLES MUST BE LOCATED NO MORE THAN 4' APART IN ACCORDANCE WITH NERC 100 MUST BE TAKEN FROM TABLE ID2A2(1)-(2) BE INTEGRATED WITH ANY BOOR PLAN & APPLIANCES IN ENCLOSED 3 ANY WALL 2' IN LENGTH OR GREATER NET HAVE A RECEPTACLE (HABITABLE SPACE 2 WNDOW AREA OF HABITABLE SPACE (LIVING DINING INCLUDING KITCHEN DINING IF NO OTHER DINING 1 MEAT PRODUCING EQUIPMENT. WATER HEATERS SPACES TO BE INSTALLED IN ACCORDANCE AN SECTION 1MI-1308 ONLY) & SLEEPING SPACE) SHALL BE 0% OF FLOOR AREA FOR NATURAL LINT AN 4% OPENING FOR CLEARANCES TO COMBUSTABLES IN ACCORDANCE WITH SECTION 1306 4. WALL SWITCHES TO BE 48' & RECPS TO BE 14' TO BOTTOM OF BOX FROM VENTILATION MINIMUM KITCHENETTES. BATHROOMS, AND TOILET ROOMS MAY BE PROVIDED 'NTH MECHANICAL AND TABLE 1306.2. COMBUSTION AIR TO BE PROVIDED PER CHAPTER 17 FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATES) VENTILATION ONLY (ACCORDING TO 8303 RCNYS OR PROVIDED AN NATURAL VENTILATION WITH AN DEFINABLE RESIDENTIAL CODE OF NEW YORK STATE 5 ALL COUNTERTOP RECEPS & SWITCHES TO BE 44" TO BOTTOM OF BOX FROM AREA OF 4% MINIMUM EXCEPT THAT ME MINIMUM AREA SHALL NOT BE LESS THAN 1 1/2 SO FT FOR BATHROOMS 4, POWER RANGE HON AND FANS ARE VENTED TO EXTERIOR WHEN FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATES) OR TOILET ROOMS AND NOT LESS THAN 3 SO. FT. FOR KITCHENETTES. POSSIBLE WHEN NOT POSSIBLE A RECIRCULATION HON (MIN 100 CFM) MAY BE USED 6. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO 1 DOORS, VENTS & OPENINGS IN EXTERIOR OR INTERIM TENANT, STAIR & GARAGE SEPARATION IF NATURAL VENTILATION REOUIRMENTS ARE PROVIDED INTERVENING WALL SWTCH WALLS, ALSO SKYLIGHTS, RIDGE VENTS, LOUVERS OR OPENINGS PASSING HEAD A FIRE RATED CEILING IN 5 CLOSETS MAY BE OMITTED BY CUSTOMER REQUEST. 7, SMOKE DETECTORS MOUNTED IN CEILING M WALL PER CODES & LISTING A STAIR OR GARAGE SHALL BE 3/4 HR MIN FIRE RATED & BE SELF CLOSING OR HAVE A 1 HR MIN 6 THE MAIN EXIT MUST BE A MIN. OF 3'-0" x 6'-8" AND SHALL BE B. CARBON DIOXIDE DETECTORS MOUNTED (NJ, NY, A) IN CEILING OR WALL PER CODES & USTING. OPENING PROTECTION NYS SIDE HINGED. 9. ALL RECEPTACLES TO BE MOUNDED TYPE 4. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS (70 SO. FT k T-6' HIM) SHALL COMPLY ON 7. KITCHEN AND/OR BATH CABINETS & FIXTURES MAY BE SHIPPED wW ti Z HABITABLE SPACE REQUIREMENTS EG LINT, VENT, & EGRESS.LOOSE AND INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING 10. STEEL PROTECTORS USED AT INTERIOR PARTITIONS, AND EXTERIOR PARTITIONS AS 5 MIN FUME SPREAD CLASSIFICATION M ALL FINISH MATERIALS SHALL HAVE A RATING M IS COMPLETED INSTALL KITCHEN AND/OR BATH CABINETS PER REQUIRED ARCH AL.�' APPROVED PRINTS, INCLUDING ELECTRICAL & PLUMBING. AND/OR BATH CABINETS & FIXTURES MAY BE FURNISHED 11. NONMETALUC-SHEATHED CABLE SHALL BE TYPE NM -0 W/GROUND SHALL BE LABELED M LISTED BY A SHY LESS THAN 200 6 ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER B. KITCHEN BY OWNERS AND FIELD INSTALLED 12 CONDUCTORS AND ELECTRICAL EQUIPMENT NATNALLY RECOGNIZED TESTING LAMENT THE EQUIPMENT SHALL BE SUITABLE 7 EGRESS WINDOWS MUST OPEN TO 57 SO FT. BY NORMAL OPERATION AN MIN OPENING OF 24" HIGH 9 ROOF SHINGLES ARE FACTORY INSTALLED. EXCEPT AT RIDGE AND FOR LOCATION AND USE IN COMPLIANCE AN ITS LABEL AND LISTING. 20' WDE MAXIMUM SILL HEIGIH OF M" REMOVING SASH. TILTING/TWISTING SASH, SNAP AWAY HARDWARE, HINGE POINTS OF ROOF WHICH IS FACTORY FURNISHED BUT FIELD INSTALLED BY OWNER. SHINGLES MAY BE FURNISHED BY OWNER 13. AT LEAST ME RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0" OR ETC ARE NOT ALLOWED B CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE IN COMPLIANCE WTH ENERGY AND FIELD INSTALLED. MORE IN LENGTH. CNSERVADON CONSENNEUN CINE AIL JOINTS, CONNECTINS, AND PENETRATIONS BETWEEN 10 HOLES, OPENINGS, AND ACCESS PROVISIONS FOR COMPLETION OR T4. ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. CONDITIONED PACE AND UNCONDITIONED OR OUTSIDE SPACE MUST BE SEALED. INSTALLATION M EQUIPMENT MAY BE MADE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT ME INTEGRITY OF THE 15 CIRCUITS FOR LAUNDRY, FURNACE AND WATER HEATER INSTALLED IN PANEL BY MANDE 9. RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUILDING ENVELOPE MUST BE TYPE 1C RATED AN NO STRUCTURE WHEN CRAWL OPTION IS USED CIRCUITS ARE INSTALLED BY BUILDER WITH FULL BASEMENT PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CONG CAVITY, AND GASKETED OR SEALED TO PREVENT LEAKAGE, 11. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS, WALLS, 16 BATH FANS VENTED TO EXTERIOR IF NATURAL VENTING IS EXCEEDED OR TYPE 1C OR NN -IC RATED INSTALLED INSIDE A SEALED BOX AND CEILINGS SHALL HAVE SUCH OPENINGS FIRESTMPED PER R602.8 17 ADNINDUAL CIRCUITS MAY BE ADDED M DELETED AS FLOOR PLAN M SALES HVAC NOTES 12 SEE FASTENING SCHEDULE FOR CONNECTIONS BETWEEN MODULES CONTRACT DICTATE 1 CALCULATORS SHOWN ARE TYPICAL AND MEANT TO SHOW STANDARD 13, FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET M DRAWNGS, REFER TO THE QUALITY ASSURANCE MANUAL 18 WATER HEATER MAY BE OMMITED BY BUILDER WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILDER PRACTICES FOR HEAT LOSS AND ELECTRICAL LOAD CALCULATIONS 14 ALL NOTES PERTAINING TO 'IN FIELD" ARE BUIDER/CONTRACTOR'19 p 100-200 AMP PANEL BOX MAY BE USED FOR INDIVIDUAL PLANS ALL BE AVAUABLE UPON REQUEST AND AS REQUIRED FOR SUBMISSION TO THE LOCALITY NTH THE BUILDING RESPONSIBILITIES 15. ALL PIPING AND DUCTWORK IN UNHEATED SPACES 15 INSULATED NOTE AN ARC -FAULT BREAKER IS REWIRED (BUT NOT LIMITED TO) ALL CIRCUITS WHICH HAVE AN OUTLET LOCATED ATUIN A B ROOM, INCLUDING THE SMOKE ALARMS, PERMIT APPLICATION TO BE IN WMPUANCE ATH ENERGY CONSERVATION CONSTRUCTION LIGHTS, AND FAN LIGHT PER ARTICLE 210.128 OF THE 2002 N.E.C. 2 UNITS WATTS A/W) IS CALCULATED AS FOLLOWS U/W = "U" x 70/34149 CODE OF NEW YORK STATE. TWO M THE THREE CIRCUITS THAT ARE STANDARD FOR THE SECOND FLOM OF 3 INFILTRATION IS CALCULATED AS FOLLOWS: 16 IN ADDDN TO THE PRIMARY EXIT FROM A RECREATIONAL ROW, A CAPE ALL BE N A 20 AMP ARC FAULT BREAKER 0 EXPOSED WALLS w / DDM/WINDOW CUBIC FOOT AREA 0 M A HABITABLE SPACE EXCEPT KITCHENS, THERE SHALL BE PROVIDED IN EACH SUCH SPACE AT LEAST ME OPENING FOR i EXPOSED WALLS w/ DOOR/MNDOW CUBIC DOT AREA = 0253 EMERGENCY USE AS PER SECTION R310 M THE N.Y S CODE 2 EXPOSED WALLS w/ DOOR/WINDOW CUBIC FOOT AREA - 0.380 17, WHERE LEDGERS ARE REO'D. A MIN 2x2 LEDGER MUST BE USED 3 EXPOSED WALLS w/ DOOR/WNDOW CUBIC FOOT AREA = 0.506 OR A JOIST HANGER IN PLACE OF LEDGER. 4 ALL WALL/FLOOR/CEIUNG JOINTS AT ENVELOPE SHALL BE DOUBLE CAULKED 18. WASHING MACHINE & WATER HEATER ARE LOCATED IN BASEMENT 5 ALL ELECTRICAL DEVICES SHALL BE GASKETD IN EXT. ENVELOPE. OR IN ULUTY ROOM 6. RECESSED FIXTURES SHALL BE I.C. LISTED. 19 FLR. JOISTS UNDER ALL NON -LOAD BEARING INT PARTITIONS MAINTAINED OR INSULATION CLEARANCE MAINTAINED PARALLEL TO FLT. JOISTS NEATER THAN 6' GTH.SLEEPING 7. HEAT LOSS CALCULATED AN BOOR TIN PER INDIVIDUAL PUN SPECS. INSTALLED IN EACH SLEEPING ROW, 20. A SMOKE DETECTOR SHALL E H ESP ANY FROM THIS RESPONSIBILITY VICINITY I OUTSIDE IN THE IMMEDIATE VIO MOF THE BEDROOMS, AND BA EACH ADDITIONAL STORY M ME DWELLING INCLUDING ANATM A ONIDINI UM DUCT INSULATION 8 MECHANICAL SYSTEM INSULATION MINIMUM DUCT INSULATION WHEN INSTALLED W15UE BASEMENTS CONDITION SPACE MUST BE IN ACCORDANCE W1H TABLE 503.3.3.3 ENERGY CONSERVATION 21. SPACING M INTERMEDIATEO S AT STAIRWAYS SHALL BE CONSTRUCTION CE OF NEW YORK STATE ON OT PASS THIRD. SUCH THAT A 4' SPHERE CANNANN PA 9. T CONTROLS FOR ONE AND TWO FAMILY DWELLINGS MUST BE IN ACCORDANCE 22. ENCLOSED ATTICS AND ROM SPACES FORMED WHERE CEILINGS ARE WTH SECTION 503.3.2.1-2 ECCCNY$ TH SECTION APPLIED DIRECTLY TO THE UNDERSIDE OF RAFTERS SHALL HAVE MOSS VENTUTION EA,SEPARATE SPACE BY LATIN ST RAIN AND SNOW ANDD COVERED W/ OPENINGS PROTECTEDD AGAINST CORROSION RESISTANT MESH NOT c 1/4' NM > 1/2' IN ANY PI IIMRING NOTES: DIRECTION. - 23 ETMI VENFTLAENC AREAEXCESHALL BE 1/150 F THEBEREA FOUNDATION NOTES_ 1. CONCEALED PIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS SHALL SPFREE OFACE VENTILATED, AREA BE PROTECTED AGAINST FREEZING IN PANT PIPING SHALL BE KEPT OUT REDUCED TO 1/300 - WHERE 50% OF THE VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION M 1 ALL CONSTRUCTION k MATERIAL BELOW THE BOTTOM M THE FLOOR JOISTS IS THE OF UNHEATED AREAS WHERE POSSIBLE THE SPACE TO BE VENTILATED AT LEAST 3 FT. ABOVE EAVE OR RESPONSIBILITY M THE BUILDER/ CONTRACTOR AND IS TO BE DME IN ACCORDANCE PIPING SHALL BE FIRE SWHERE REWIRED BY ALL ONES CORNICE VENTS W/ THE BALANCE OF THE VENTIUTIN PROVIDED ONLY. W/ STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ON WIN O ATH MATERIAL EQUIVALENNTT TTO CONSTRUCTION A11CH IT PENETRATES k BE BY EAVE OR CORNICE VENTS. 2. PLASTIC PIPE SHALL NOT PENETRATE ARE SEP. WALLS UNLESS APPROVED THRD SUITABLE TO PIPE MATERIAL 24. GLAZING INTERIM EXTERIOR LOOMS, SIDE PANELS, PENETRATION ASSEMBLIES ARE USED 3 ARE STOPPING SHALL BE PROVIDED BEFORE IT IS COVERED OR CNCEALD , PA R k SHOWED ENCLOSURES (INCLUDING DOORS, PANELS & EXTERIOR R E 3. BASEMENT ENTRANCE, SPACE WALLS EXCAVATION & BACKFILL, M CIPS INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT WINDOWS) INTERIOR P 9 SO FT IN LESS FROM WON 4 601-18 WIN LATEST PILASTER, ECT MUST COMPLY HUD MPS 49001, SWTHINAFETY LA SAFETY GLAZING IS REQUIRED NS INCLUDING REGULATIONS OWE$ LAWS, RULES ®ULATIONS INCLUDING FMHA 4241 AL COD . 4 ANY STRUCTURAL MEMBER SUBJECT TO HON DRILLING, CUTTING NF NOTCHING INALOCAETIVEL MSSPRESCRB DA BY SECTIONDR300FUTM THERMAL TO FEDERAL FINANCING EXHIBIT THERMAL TO QUALIFY EXHIBIT SHALL BE LER INN SAFE STRUCTURAL CONDITION BEING REINFORCED 25. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY ATH SECTIN R308.6 O UN BE THE RESPONSIBILITY 4 INSULATION IN FLOORS OR ON FOUNDATION WALLS, AS M REPAIRED OR REPLACED ALL IN ACCORDANCE ATH THE STRUCTURAL RESIDENPAL CODE OF NEW YORK STATE 26. PLASTICS (INCLUDING GLAZING, SIDING & SKYLIMTS) & FOAM PLASTIC ANCE A M THE ON-SITE BUILDER AND TO BE ONE IN ACCORDANCE AN ME N Y.TECC.0 REQUIREMENTS OF THE CODE B IN COMPLIANCE NTH SECTION TION IF USED SHALL E ( INCLUDING ISULA ) OR VENTS INSTALLED BY BUILDER ARE REQUIRED TO PROVIDE 1150 OF FLOOR 5. WINDOWS ) / ( VENTILATION SHALL BE LOCATED AS CLOSE CORNERS AS POSSIBLE AREA A FREE VENTILA 0 E S FI INSTALLED PIPING BETWEEN SECOND k FIRST BATHROOM 5. FIELD NS WILLED FLOORS BA OOM TILE R318 M THE N Y.S CODE MAY BE LESS IF VAPOR BARRIER m USED TON OF CRAA. SPACE PL & FREEZE PROTECTION LAMBING PLUS ALL WORK DONE N 27. BUILDING OF TYPE 5 CONSTRUCTION SHALL NOT EXCEED A HEIGHT M 6 IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS, VENTS MAY NOT BE SITE SHALL BE APPROVED BY THE LOCAL BUILDING CINE ENFORCEMENT TWO STORIES ABOVE BASEMENT, CELLAR OR FINISHED GRADE WHERE REWIRED CHECK LOCAL REQUIREMENTS TESTEDM OFFICER PIPING SHALL BE FIELD TESTED A TWO STORY CAPE HAS BASEMENT M CELLAR, SUCH BASEMENT M EN TO M 7. GARAGE CARPORT FLOORS MUST SLOPE AWAY FROM RESIDENCE AND DRAIN MAIN 6. ALL COVERED PLUMBING HALL TEIN PLANT CELLAR SHALL BE MASONRY CONSTRUCTION. VEHICLE ENTRANCE NO PLUMBING SHALL BE COVEREDD BEFORE TESTING 2B HABITABLE RWM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SO. FT WTH A MINIMUM M ANY HORIZONTAL DIMENSION OF 7 FT. AND AT LEAST 8. ALL FOUNDATIONS MAY NEED TO BE DESIGNED BY A LOCAL P.E. OR R.A FAMILIAR ATH LOCAL 7. IN -PUNT TUBE MAINS &ALL MEN PIPE SHALL BE LABELED k CAPPED, ME HABITABLE SPACE WHICH SHALL HAVE A MINIMUM FLOOR AREA OF SqL NS. L SPACEFOUNDATION REWIRES A MIN. M A 18'x 24" ACCESS OPENING FOR 9 CRAWL SPACE R PLUGGED M PROTECTED IN TRANSPORT 120 SQ FT WITH A MINIMUM M ANY HORIZONTAL DIMENSION OF 10 FT. VENTILATION 1/3 OF 1% M FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT & 0 BATHTUBS INCLUDING GARDEN, HYDRO -MASSAGE k HOT TUBS SHALL HAVE AN 29. THE NUMBER OF MODULES MAY VARY SEE DWG R 3 OR 4 RODENT PROM ATH SCREEN OR LOUVERS MIN. CLEARANCE BETWEEN NOW MEMBERS OVERFLOW 1 1/2" MIN 3D ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE AND INTERIOR GROUND LEVEL IS 18" 9. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT A MIN, OF 1 HOUR RATING AND STC RATING OF 45 10 FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR FLOURS, WALLS & COUNTERS 31. GARAGE FLOOR MUST BE A MIN OF 4" BELOW FINISH FLOM M ADJACENT LIVING SPACES (ON-SITE BY BUILDER) 10 EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED 32 FIRE PLACES SHALL BE INSTALLED IN COMPLIANCE ATH THEIR LISTING 11. PERIMETER RAIL ATTACHED TO SILL (SEE SET UP MANUAL) 11 KITCHEN SINK DRAIN MAY BE INCREASED TO 2" W/DISHWASHER OR GARBAGE DISP. MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES 12 MANF ALL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUIDER/OWNER 12, ALL VENTS THROUGH ROM TO BE 3" IN DIAMETER AND SHALL 33. COMBUSTION AIR SUPPLIED FROM EXTERIOR EXCEEDS MAX SPANS SHOAT N BASEMENT COLUMN SPACING TABLE. TERMINATE ABOVE ROOF REQUIRED DISTANCE 34 ATTIC ACCESS TO BE 22 X 30" CLOSEABLE MEANING LOCATED NEAR CENTER OF HOUSE 13 ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS 13 RADON VENT INDEPENDENT OF THE DW SYSTEM AND ALL BE CAPPED k LABELLED 35 ALL PROJECTING WINDOWS (IE BOW, BAY, ETC.) ARE SHIPLDOSE 14 SIZES REFLECT WOOD TO WOW DIMENSIONS M UNITS ALLOWING SHEATHING AND SIDING TO 14 3" PVC RADON PIPE TO BE INSTALLED BY MANUFACTURER PER ALL APPLICABLE CODE AND INSTALLED BY BUILDER/CONTRACTOR OVERHANG FOUNDATION IF 3/4" FOAM INSULATIONIS USED, INCREASE THE FOUNDATION IN COMPLETION OF RADON SYSTEM TO BE COMPLETED ON SIZE 36 GUTTERS, LEADERS, AND SPLASH BLOCKS FURNISHED LENCIH AND AOTH BY 1 TO MAINTAIN PROPER OVERHANG THIS ARGUES TO ALL MODELS. 15 14-2 ARE TD BE COILED IN ATTIC, NEXT TO 3" PVC RADON PIPE, FOR FUTURE AND INSTALLED BY BUILDER/CONTRACTOR15 FOR COLUMN SPACING FORR CAPE MODELS (SEE CALC'S MANUAL -FLOOR GIRDERS) CONNECTION TO BLOWER 37 OPENINGS FOR EMERGENCY USE (EGRESS WINDOWS & DOORS) TO 16 OPENINGS IN MARRIAGE WALLS ABOVE GREATER THAN 4' REQUIRE EXTRA COLUMNS IN 16 INSTALLATION OF RADON EQUIPMENT TO BE INSTALLED PER INDIVIDUAL STATE & LOCAL COMPLY AN SECTION R310 RESIDENTIAL CODE OF NEW YORK STATE IN BASEMENT/CRAWL 2nd FLOOR LOADS MUST BE TRANSFERRED TO BASEMENT COLUMNS REQUIREMENTS 38 WAGONS WTHIN 24" M ALL SANG DOOR MUST BE SAFETY GLASS 39 CODE OF NEW YORK STATE ALL STAIR REQUIREMENTS TO COMPLY WITH SECTION R314 RESIDENTIAL CO"RIGHT@2096 THIS DMUMENT AND THE SUBJECT MATTER CONTAINED NERVI IS PROPRIETARY, AND MAY NOT BE REPRODUCED WITHOUT EHE NRITEEN PERMISSION! OF 'ProBuilt Homes 0 �nm ar' C13 w~„ gpz 0- O a w =e � n Ung } Yz STATE APPROVAL STAMPS o o m � 0 5 V m z m 3 m i� V'w, Z m wW ti Z 0 a W y O U P4TCOS ARCH AL.�' i 1 k r I� 4 `a m m � Q J Flt;E QN1932 SO FT.: 1827 ff IYENY TYPE (TYPEPE_ CAPE PLANS ANDS CS OF THIS SET MODEL CUSTOM CAPE ARE CONSISTENT WITH NYS DRAWNG APPROVED PLANS, SPECS AND GENERAL NOTES CONDITIONAL LETTER (SHEET Smw 6/28/2005 DAB 45 AM 6Y M6Y #M 021-03-040 6 N J 00 2 I� 5' 3" 13,-S" HDR' 2-2x8 SPFY2 HDR: 2-2x6 SPFN2 ( SEE PAGES HpR 1-1 HDR" 2-2X6 $Pf112 (SEE PAGES HON 1-19 OF APPROVID CA -C'S ) (SEE PAGES HER 1-1 OF APPROVED CALLS ) Of APPREVED CALL'S) 7471 �.952M�HH� H L .I L - BATH ` LS36 SPACE BD4 2/6 I 1 I o" DATi PUTE, STATE UBFL, & PI 5 UBFL LDCAlloN STUDat VENT 1 f l 15'-0" NRD24 1 2181 = BEDROOM #1 24" NIPRa V x18, 181.49 SQ.FT of ROOM _ F- 26 ._ 14.52 LIGHT REQ'D. I �z' FUTURE NEu' m -o KITCHEN 7.26 VENT REO'D ---, 34.50 LIGHT PROUD. � A �e FRMETR/ 17.40 VENT PROV'D, FRA FOR c CT EIFR SUFFICIENT LIGHT & VENT PROVIDED.w WI.C. -may 3 RCR 1 ° VB024 YL192169 -, 0 VSK10� 12'-2" e I I RI < _ - 13ATH #1 / \ III T-3 SES I . . xE srucEs IN 1 2/61 ,)2440 BEAN ABOVE 17•_8•EA01 NDB D1 UTILITY RM L-- -z a sPrC, - _J ii tl PFR UNIT - _----_ 1 2/6 1 2/6 CDWNN EDD 1/6 `•I I m YY I - 6._2" _2�/1///2//J�F LIN. - �EE NOTE F O I A O o0 BEDROOM #3 I 115.42 SQ.FT. of ROOM BEDROOM #2fi 9 23 LIGHT REO'D 92.01 SOFT. of ROOM �_- 150 VENT REOV 7.36 LIGHT REQ'D. -_ _ 11 50 LIGHT PROVO 3.68 VENT REQ'D. -� 5.80 VENT PROVO I e SUFFICIENT LIGHT & VENT PROVIDED. �I m 11.50 LIGHT RON 1 5.80 VENT PROUD. 1 SUFFICIENT LIGHT &VENT PROVIDED. a/o 1 1 TO -1" e,,e. 2-p" _ iD-D" I 2652M -DH H 2-2x6 SPF12 2852M -DH HDR: 2-20 sHOR pi- F 1 10 8 (OFEAPPR� CALC's I 6'-11" _ w APPRn En cues) L , 45•_9• NOTES: 46' DORMER2852M-DH 1. 2x 6SPF#2 EXT. WALLS @ 16" O.C. 12x4 SPF#2 MARR. WALLS 2. 8'-0" CLG HT. 3. 2x10 SPF#2 FLOORJOISTS @ 16'0.C. 4. ROOF SYSTEM TO BE 16" O.C. 5. MW DOUBLE HUNG WINDOWS (NFRC CERTIFIED) 6. SITE LOCATION: CORTLAND COUNTY. MCGRAW ,NTY /SNOW LOAD: 55 PSF 7.90 MPH WIND LOAD 8. THE BUILDER IS RESPONSIBLE FOR PROVIDING ALL NECESSARY FIRE STOPPING BETWEEN IST FLR CEILING TO 2ND FLR AT ALL CHASES 9. ALL WINDOWS TO HAVE A MIN. DP RATING OF 30. 10.STUB PLUMBING 1-3" DRAIN, 2-3/4" SUPPLY LINES, 2-3/4" HEAT LINES TO 2ND FLOOR 11. SIESMIC ZONE "B" WINz B33 LNMG ROOM 182.66 SQ.FT. of ROOM 14.61 LIGHT REQ'D. 7.31 VENT REO'D 15.30 LIGHT PROUD. 25.06 VENT PROVO SUFFICIENT LIGHT & VENT PROVIDED. 18'-5" BL636 I I I I I I V C I I I I lino^ I 6'-9" 10'-5" HDR: 3-200 SPF#2 ( VEE PAGES HER 19-36 U APPROVED CALL'S ) 7D 6/0 19'-10" FAMILY ROOM 295 85 SQ.FT of ROOM 23.67 LIGHT REO'D 11.83 VENT REQ'D 36.40 LIGHT PROV'D. 35.15 VENT PROUD. PR SUFFICIENT LIGHT & VENT OVIDED. j F- - - MIT V-11' SECT 2/6 CLC It WALL GYP EACH MOD L -------J � 14•_8• I , N RAILING g ? ' 3•_0• REM M. HDR 3-2x10 SPF�2 ( SFE PAGES NOR 19- 6 APPRM CALC'S ) 33'-7 1/2" SS263SL 3/OS5296 SSZb3SL 52�-rteDH�� I W-5, 2U -U L6' HDR. 2-2x8 SPFFY I SEE PAGES RUN 1-18 DORMER f 2852M -DH OF APPROVED cut's ) :n �N N N 0 9'-2- ✓1 LEC e' CD ' EDROP _ x 0 � I TALIFD DINING ROOM a N - UNG 219 40 SOFT of ROOM 17.55 LIGHT REQ'D. - `v 8.78 VENT REDID. 21.80 LIGHT PROUD 1160 VENT PROVO SUFFICIENT LIGHT & VENT PROVIDED. o NPR' 2-2xB SPF @@�� ® (SEE PAGES NOR 1-1 APPROVED CALL'S 1 I.. WW a 2852M -DH I(r" f 6' DoRNEN 2852M -DH ` �6Ayo, pROFff;S'&' Gmre6 6/28/2005 918 45 AM by jeby C IIT@Roos NIS DCCUNENT AM THE SUBJECT NATTER CONTAINED HEREIN IS PROPRIETARY, AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "ProBuilt Homes" Y m 3 Lo m z L} v NN In Wa Lo ,S O ,SV \ O O a In a ou m W-rvn< K J IFTLE ON1932 ISO FT. 1827 ISTATE: NY TYPE. CAPE MODEL CUSTOM CAPE DRAWING: FIRST FLOOR PLAN SHEET: 3A ® L� o s'cr PH BATH i2 I CT I & I- - -_ __t_ I I BEDROOM #1 I . o AN IN Cw ,,I FOR IICHTa--i-____-- I 6'-t' 1 I I 7 I 1 I I I is I I I PULL -VIRE I RIP 0 II - VY 11 UTILITY RM I I ii CT Qb Tv PH J8 1 _, AM IN CEG ; iq L ' _ e BEDROOM #2 DIN NOT INAIER _---� TOE xics �l CIT (7.45' HEAT) OR CT ■ AO% IN FIR FOR BW SO ■ AM IN CLC FOR ATTIC SO KITCHEN 'Y U8I-1 I PH I I 11 1 11 I /tle I I • I I I 1 •I AO%IN OG AO% IN UL 7V Fqt UBHT FOA UGHTge LMNG ROOM 1 BEDROOM #3 01 I I I I CHIME BUTTON xI\ a On ALL HEAT TO BE EITHER ON-SITE BY BUILDER PER ALL APPLICABLE CODES OR HOT-WATER BASEBOARD HEAT BY PROBUILT AN ARC FAULT CIRCUIT INTERRUPTER BREAKER IS REQUIRED FOR ALL FIXTURES LOCATED WITHIN EACH DWELLING UNIT BEDROOMS OR SLEEPING AREAS. THIS MAY INCLUDE LIGHTS, FAN/LIGHT'S, SMOKE DETECTORS, ETC... Au OF AFF 3' 1 9 0 W o$ CHIME BUTTON z 4 aD ® 0$$31 db �1 I ------------------------------------------ by _____________________ % IA QGuw FAMILY ROOM I lo'= O 1 ^ � I / I O TOPx M TV FDA ucxiTrL _ I � co"Mff@201 1 I i THIS DOCUMENT AND THE ./ IED INNATTER fpm_Of. CONTAINED HEREIN IS ----it lM_ PIETPRY, AND MAY �______________________rty NOPoi BE REPRODUCED _ i = 0 IMTHOUT THE WITTEN 1 PERMISSION OF m "ProBuilt Homes I --------- --- ------------------- II o j U 2A JOV II 8• CUTS EIEC DROPS PpA I PH i ' 7 r LtIDV� ¢ a'� C/)^ 1 li ..M W�� wl ;1 12M win; C)�u ml 6 I 1 22DV m 0-1 = r> n0a6 w6 j• IF -<PH w 7V o 1 � J 1 I Q (J m 1 O 11 i 1 %•-4" � 17 IT I m3mz N r w O V 1 I 1 DNNG ROOM <` STD ELECTRIC L I (DIM'S TO CENTER) w o N I I uw = RECEPTS 12" AFF i 'a SA QPH =12'AFF S3A3 12"AFF _ $ =SWITCHES 52" AFF a G CT ALL C -TOP DEVICES 44"AFF i UV o = 220 RECFPP 9" AFF �T Puu-wmE=6a'AFF (FILE: ON1932 8C AFF ISO.FT.. 1827 CHIME BUTTON = 56" AFF I T>PE NY =79"AFF I CAPE JUN= WIRE AT 6612"AFF (MODEL. CUSTOM CAPE ( see actual plan for DRAWING all special request) I 1ST FLOOR ELETRICAL SHEET p /t 5mstl 6/28/2005 998 45 AM by jMy LILH v rri ro m A THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR --LOCAL CODES USING EXISTING SOIL ANALYSIS. MANUFACTURER. ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN "BUILDER COPY') BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION. THE BUILDER/DEALER MUST CONTACT MANUFACTURER. WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. MANUFACTURER. WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS TO BE OBTAINED FROM "BUILDER COPY' DRAWINGS. THE MINIMUM COLUMN SIZE IS A 3-1/2" STANDARD PIPE STEEL COLUMN. CONCRETE BLOCK TO BE LAID IN "M" OR "S" MORTAR OR EQUIVALENT CONCRETE PSI- TO MEET REQUIREMENTS DETERMINED BY SITE CONDITIONS- 3000 PSI SOIL CAPACITY -TO MEET REQUIREMENTS DETERMINED BY SITE CONDITIONS- 2000 PSF {1 I I I I I I I REV# DATE REVISIONS BY can 1 CHANGES <� I N LJ O � a 2 S A mn AO Nm fi/16/05 ADDED LIGHTS AND ELEC STUFF NCL r r0 Z O -Q I I 4 6/27%05 PANEL SHUTIERS & SUBSET I I L__J JTE D Z I � DRAWN y ' u SALESMAN: J N og z 5/20/05 NTS TONY I I L m ��1 'N O 1111 m� L__J Z Z D ro TO aW GO I o r--1 = I I I- W g� I I II I g L 1_J �vi g� N v rri ro m A THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR --LOCAL CODES USING EXISTING SOIL ANALYSIS. MANUFACTURER. ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN "BUILDER COPY') BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION. THE BUILDER/DEALER MUST CONTACT MANUFACTURER. WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. MANUFACTURER. WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS TO BE OBTAINED FROM "BUILDER COPY' DRAWINGS. THE MINIMUM COLUMN SIZE IS A 3-1/2" STANDARD PIPE STEEL COLUMN. CONCRETE BLOCK TO BE LAID IN "M" OR "S" MORTAR OR EQUIVALENT CONCRETE PSI- TO MEET REQUIREMENTS DETERMINED BY SITE CONDITIONS- 3000 PSI SOIL CAPACITY -TO MEET REQUIREMENTS DETERMINED BY SITE CONDITIONS- 2000 PSF CUSTOMER/PROJECT. COUTURE PHELPS ROAD MCGRAW, NY 13101 BUILDER: G & ! HOMES (WP) 4976 ROUTE 26 WHITNEY POINT, NY 13867 15-9" m {1 I I I I I I I REV# DATE REVISIONS BY 1 CHANGES lML N 2 6/03/05 QUOTEDBSG Z v -1n 3 fi/16/05 ADDED LIGHTS AND ELEC STUFF NCL r r0 Z O -Q 4 6/27%05 PANEL SHUTIERS & SUBSET JTE D Z n DRAWN BY: I DATE: SCALE: SALESMAN: J N LML 5/20/05 NTS TONY CUSTOMER/PROJECT. COUTURE PHELPS ROAD MCGRAW, NY 13101 BUILDER: G & ! HOMES (WP) 4976 ROUTE 26 WHITNEY POINT, NY 13867 15-9" m I R D Z F F mm ProBuilt Homes q �= 20 INDUSTRIAL CIRCLE; MIFFUNTOWN, PA 17059 6 ' "' PHONE # (717) 436 - 6434 / FAX # (717) 436 - 6431 {1 I I I I I I I I I I I I I I I I R D Z F F mm ProBuilt Homes q �= 20 INDUSTRIAL CIRCLE; MIFFUNTOWN, PA 17059 6 ' "' PHONE # (717) 436 - 6434 / FAX # (717) 436 - 6431 1. ALL CONSTRUCTION & MATERIAL BELOW BOTTOM OF FLOOR JOLTS IS THE RESPONSIBILITY OF THE BUILDER/ CONTRACTOR AND IS TO BE DONE IN ACCORDANCE W/ STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. P 2. PLASTIC PIPE SHALL NOT PENETRATE FIRE SEP. WALLS UNLESS APPROVED THRU PENETRATION ASSEMBLIES ARE USED, o 3. BASEMENT ENTRANCE, FOUNDATION OR CRAWL SPACE WALLS EXCAVATION & BACKFILL, PILASTER, ECT. MUST COMPLY WITH HUD MPS 4900.1, 601-1 TO 601-18 WITH THE LATEST REVISIONS STATE/ LOCAL CODES, LAWS, RULES, & REGULATIONS INCLUDING ��.•.•{{ a EMMA 4241. EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. O s 4. INSULATION IN FLOORS OR ON FOUNDATION WALLS, AS REQ'D TO BETHE RESPONSIBILITY OF THE ON SITE BUILDER AND TO'2 " BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. AOR REFERENCE ONL; x LL 5. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE, MAY BE LESS IF VAPOR BARRIER IS USED. 6. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS, VENTS MAY NOT BE REQUIRED. CHECK LOCAL REQUIREMENTS ' ^'I � m U I 7. THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE & DWELLING SHALL BE RAISED NOT LESS THAN 4" ABOVE THE M Q GARAGE FLOOR. Fye F B. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E. OR R.A. FAMILIAR WITH LOCAL SOIL CONDITIONS. O o 9. CRAWL SPACE FOUNDATION REQUIRES A MIN. OFA 18 x 24" ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR AREA z PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS, MIN CLEARANCE BETWEEN WOOD zo MEMBERS AND INTERIOR GROUND LEVEL IS 18". 10. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ONSITE BY BUILDER). 11, PERIMETER RAIL ATTACHED TO SILL W/ 16d NAILS AT 16" O.0 FOR FIRST FLOOR, SECOND FLOOR ATTACHED AT 8" O.C. (TWO-STORY). C0PWM@21N 12. MANE. WILL NOT ASSUME ANY RESPONSILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. SPANS SHOWN ON THIS D=MDn Arm THE BASEMENT COLUMN SPACING TABLE. -�CT kA TIER CONTAINED HERUN Is 1 PROPRIETARY, AND MAY ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS. NDTK REPRODUCED 14. SIZES REFLECT WOOD TO WOOD DIMENSIONS ON UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4" FC)AM WITIiPERMIOUT oM ITTEN IF INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2" TO MAINTAIN PROPER OVERHANG, THIS APPLIES "ProBuilt Hames' TO ALL MODELS. 15. OPENING IN MARRIAGE WALLS GREATER THAN 4'-0" REQUIRE EXTRA COLUMNS IN BASEMENT/CRAWL SPACE, 2ND FLOOR LOADS MIUST BE TRANSFERRED TO BASEMENT COLUMNS. a m o �N CC a=2 Cn z .. z:) EJJ k' i>H6z �'bz H= 3 Oon 2x4 nATEWALL G. VO� _( w W g w ~ THEN ^ID-PLT STATE APPROVAL STAMPS oc� SHEATHING NT 3/4' DECKING UY U 0 2 J5S 75S. . _� 1/2'X1011 THREADED ROD -FITGH AWAY FROM 51URCTURE V PER FOOT MIN. / (2) WASHERS 4 (2) NUTS [FOR THE FIRST B') z J015T ® 48" O.G. MAX. m HANGER slxclE su PLATE y Z / APPROVED 5x1 PLATE FASTENER - N O 2.6 P.T. PLATE / L TREATED MUD 4LL .N epaA W SILL BE 15" ANCHOR STRAP R'. 12' STEFL P(/ATE FASIExeD To Fwxwncx w/ NOTE BELOW (IS" LONG) (2) PER PIER I/Y >wcrc mw�Enal DmRxm c 11-0. o e • GA 'AEW LL N FASTENING OF MODULAR 1611x16" CML. PIER 0. • • m FWNDAIION MATING - O �^ Z BUILDING TO SILL PLATE w/ REINFORCING AS AFPRONID PER ALL STATE a mCM j' TO 15E WITH Ibd NAILS PER LOCAL CODE OR BASEMENT CgDNN CroE RFWIESMENis > v TOE-NAILED AT 4" O.C_ AS REQUIRED BY P.E. (3)P£R SIDE FDuxoAlpx WALL p �.� �F:� ARCHITECT SEAL B= a \� -- NOTE: / Iw1RMM BASE PI,MiE _0GA 1GN (f 4 IS PWREN PRIOR 10 PIER DETAIL SHOWN IS / TxE g1TNG of T18E MGmAFS) FOR STANDARD RANCH AND GpMR� 77TWO STORY TOIDE DES ALL G I FOOTING 517E 4 REINFORCING OTHERS ARE TO BE DESIGNED rcoxCMh SLw - - DRAYFL P A�,QF 3 e z TO BE DETERMINED By A SA5ED ON ACTUAL LOADS BY J C/JIMALTED Alp LOCAL ENGINEER OR ARCHITE A REGISTERED ENGINEER �•IFx7IFn m 1 BASED ON ACTUAL LOADS AND + ¢ cwPACTm AND 6 MIL BARRIER SOIL CONDITIONS LEIF1co s MR GyEN DR _ BARRxR, oY£RIAYm IFILE 1 ' WOR B= IS AT SEMI ON1932 o A Li d to Manufactured s MIT,. p V 150.Ff.: 1827 9+I lez?gTr Ym CDNCIRTE MEND C7u, 14 nl� Q�i,p IsTATE NY GOWMNV FOUINp ` EXTERIOR WALL DETAIL LOLLY COLUMN DETAIL_ SITE WOR K TYPE' I CAPE P ANSA SC OF OF THIS SET MODEL CUSTOM CAPE ARE CONSISTENT WITH NYS (DRAWING fi LER DET)41L APPROVED PLANS, SPECS AND I FDUNDAADN CONDITIONAL LETTER I DETAILS SHEET: [Il swm 6/28/2005 9 1B 45 AIA by )eby #M 021-03-040 JKU 0 M M D O z 8._0. IST FUR LINE IST FUR CLG i in o s y q REVRI DATE REVISIONS By CUSTOMER/PROJECT m N r m F4 m IDG/OS/DSI I �Y CE m z 2 DUOTEDS BSG ROAD m " n } B%I@/05 ADDED ❑GHTS AND EI -EC STUFF I NCL MCGRAW. NY 13101 O-) m 4 fi/D/G51 PANEL SHUTTERS h SOBSET I J1E BUILDER' D ti J DA E: SCALE: SALESMAN: nA� G I HOMES F z y z DRAWN BV: V v LML l 5 20 OSI % / NTS I TONY 4976 ROUTE 1 1}867 m I WHITNEY POINT, NY m�Aso x g `,x�y. ProBuilt Homes TFAX# PHONE # (717) 436 - 6434 /F (7117) 43606431 w M D M r M 0 z CUSTOMER/PROJECT COUTURE ""NL ROA' MCGRAW, NY 13101 BUILOER: G 81 HOMES (WP) 4976 ROUTE 26 YMITNEY POINT, NY 13867 m'1gig 4, ProBuilt Homes .. gy,.,K=;i sKK g 9g W� REVR DAZE REVISIONS I I BY m PHONE # (717) 436 - 6434 a n o C m 1 CHANCES LML Ln 2 103/D51 WOTEO BSG 4 [) 3 6/16%03 ADDED LIGHTS AND ELEC STUFF NCL ➢ 4 6%P/05I PANEL SHUTTERS 8 SUBSET JTE 6� G a m AD_ I I n Z DRAWN BY: DATE: SCALE: SALESMAN: N L}hL 4 5/20/OSI NTS I TONY CUSTOMER/PROJECT COUTURE ""NL ROA' MCGRAW, NY 13101 BUILOER: G 81 HOMES (WP) 4976 ROUTE 26 YMITNEY POINT, NY 13867 m'1gig 4, ProBuilt Homes .. gy,.,K=;i sKK g 9g W� 20 INDUSTRIAL CIRCLE; MIFFLINTOWN, PA 17059 we'� X PHONE # (717) 436 - 6434 / FAX f (717) 436 - 6431 y D o `z D F D ` J D m N 0 m T w N r m 0 m m r m D O z 0 m m r O z EEI REV#I DATE I REVISIONS BY 1 CHANGES UAL 2 fi/03/05 QUOTED BSG 3 6/16/DSI ADDED LIGHTS AND ELEC STUFF NCL 4 5127105 -1 PANEL SHUTTERS k SUBSET I JE DRAWN BY: DATE: SCALE: SALESMAN: LML 15/20/05 NTS I TONY Ames I, PA 17059 '17) 436 — 6431 ALUM. DRIP EDGE 2x6 SUB FASCIA 6' ALUM. FASCIA VENTED VINYL SOFFIT 2x6 SPF g2 ® 16" O.C. INFILTRATION BARRIER DBL 200 SPF #2 PERIMETER BANDS 1/2" DIA. — ANCHOR BOLTS OR APPROVED ANCHORS 12 9-12V, nr�pnn `---5/8"x3" C OVER ALL 0 1/2" GYP'. J z m r• X3/4" PLYWOOD ' UUU � R-191NSUL INCTAI I FD ON-SITE BRIDGING 2x2 CONT. LEDGER 4-3/8"x4' LAG BOLTS —A PER COLUMN (ON-SITE BY OTHERS) STEEL COLUMN SEE FOUND. PLAN FOR SPACING (ON-SITE BY BUILDER) �4" CONCRETE FLOOR CONCRETE FOOTING TO BE 12"x28%26" —DUL. 2x4 St't SIUU B lb D.C. BOLTS W/WASHERS 0 48" O.C. \—FLDOR JOISTS 200 FOR 25-32' WIDE 4-2x10 SPF#2 CENTER FLOOR GIRDER 4" GRAVEL BED CAPE CROSS SECTION W/BASEMENT JG INSUL. W/ VAPOR BARRIER !0 CONDITIONED SPACE (ARD :6 TOP PLATE SND GRADE FIBERGLASS INSUL 7/16' OSB ' �VINYL SIDING FASTEN UNITS TO SILL 688688(j-----�W9TH 16a NAILS N B' O.C. 2x8 TREATED SILL PLATE w T' (ON-SITE BY BUILDER) a FOUNDATION WALL BY BUILDER. 3' m 6�PLANS ENGINEERED FOR 10' THICKNESS a w DRAIN TILE 1.0 Z � C®9YWIM©= THIS DODIMEMT AND THE SUBJECT MATTER OWTAINED HEREIN IS PROPRIETARY. AND MAY NOT 8E REPRODUCED WIT WT THE WTTEN RERMIS9W OF 'ProBait Hans S� �z Qat2 CIO,ELI Kj s •rIW : fid; Q�d 0 Z t e0i' U m m'JJ 02, f } AF...er,r.- — o $}k iJrxtN& wx rn z � o Lim - to �.lanufacturA Buil"ing Only �< o SITE WORK BY OTH a �o O \\1 Z J a J >_rne a (FILE: QN1932 ISO.FT.: 1827 (STATE: NY (TYPE CAPE MODEL CUSTOM CAPE DRAWING CROSS SECTION SHEET 7 /t M by leby H Ftp Sond 6/28/2005 9 18 45 A LUMBER SPECIES ytmuL WN) tm xus-� U) IM xAPs 16' 0 suc¢x[o O Y eaten�x� m.o' ROOF RAFTERS = SPF #2 OR BETTER KNEE WALLS = SPF STUD GRADE OR BETTER m,m x65 16 -6C STA m CEILING JOIST = SPF #2 OR BETTER Q 3 C FLOOR JOIST = SPF #2 OR BETTER "xb W0 "'s Z X PERIMETER JOIST = SPF #2 OR BETTER LL w CEILING BEAM O CLEARSPAN AREAS FOR ACTUAL LUMBER SIZE & SPECIES REFERENCE i•, g \ F THE STRUCTURAL CALCULATIONS MANUAL z) lsd NAR$ ` Lt"m"xW TRUSS LUMBER: SEE PER—MANUFACTURED TRUSSES JUST HANGER PER CAM EY z1 ,m xuu w um +o¢. IN THE STRUCTURAL CALCULATIONS MANUAL r �T { I SETTING AND FASTENING OF A CAPE DORMER Lr CLG MSTTRUSS e1M CHORD � O N � `BOLT 0 LAG t O 24' O.C. STAGGERED ^ Z x /� o w w MODULES a FASTENING METHOD FOR CEILING AT CLEARSPANS DI AW SI MN' FLIP OVERHANG MARRIAGE WALL I FLOOR JUST ..... .. . M FLOOR JUST ok iLCNNi GROER 1/2'0 BOLTS OR ALL-iHREAO B 48' O.0 JUAmIINP 2�2 LEDGER ST HANGER STEEL COLUMN I7 FLOOR GIRDER CONNECTION AT BASEMENT THIS DOCUMENT ALA THE I --EXT WALL SUBJECT MATTER CONTAINED HEREN IS PROPMETARY, AND MAY I NOT BE REPRODUCED W9THOUT THE WRITTEN PERMISSION OF (I) IN HNIL 6' O.0 FLOOR JUST AROUND COMPLETE PERIMETER 'ProBuilt Homes OF Ma9OlE I — SHIPLOOSE PC OF SHEATHING e TO COMIC SILL PLATE Won �mr FOUNDATION WALL¢ Q Cn UJI w z uPH. rG oz W''0 0�0 I Ua — ¢ � °o a FASTENING METHOD FOR MODULE TO FOUNDATION SILL PLATE STATE APPROVAL STAMPS o w� 0 V m Z m m5ID �> ID W Q � .tiP6f RK O$yy A m (1) IN Na O •FF r; N y 6' O.C. STAGGERED C (MAY NEED DONE FROM UNDERSIDE) m _ (1) IN NAB ROOF EKTENSION(TOP FLIP) F } N4 w Z BM EACH RAFTER A N z > a PREMANUFACTURED TRUSS RAFTER tied NAILS 0B'O.0 - I' ARCHITECT �, �r _ •:� :.- • "' C SEAL w m r (2) 116d NAILS MR RAFTER IF KNEEWAU_ NOT HINGED, ,; M FASTEN PER RAFTER SDE FASTENING > n Q J m METAL STRAP FASTENED TO KNEEWALL ¢ o d: BTL( CHORD OR CLIC JUST WITH ^(2) 16d NAILS (]) Bd NAILS PER CAWTT pq� } ,J �' Ryn9 /.,art Q ' ON1932 tl F�l 1. i1 ��.�.4+L RI FILE: L�'''jj I O. r: 2%6 JUST MUSS 81M. CHORD �, OV . e A ^ 1 1.! C (7 SO FT.1827 WORK yW;�/ 7 Q srATE: NY LAG SCREW OR BOLT J/ I I SITF �T ORK 4// ONEFAS ITYPE: CAPE O 4e' O.0 'I'Iill IIT~ MARRIAGE WAIS PLANS AND SPECS OF THIS SET MODEL CUSTOM CAPE MODULES ARE CONSISTENT WITH NYS DRAWING FASTENING METHOD FOR ROOF SYSTEM APPROVED PLANS, SPECS AND CROSS SECTION DETAILS CONDITIONAL LETTER ( 7B SHEET. ° Spred 6/28/2005 9:18:45 AM by eby #M 021-03-040 STATE NY 0 Window and Door BTU/H Loss 0 Wall BTU/H Loss 174 Ceiling BTU/H Loss 217 Floor BTU/H Loss 0 Infiltration BTU/H Loss 391 Total BTU/H Loss 1l4 Total Watt Loss 1 Ft Radiation 1 Ft HWBB — STATE NY 251 Window and Door BTU/H Lass 321 Wall BTULoss 210 Ceiling BcH Loss 262 Floor BTU H Loss 646 Infiltration BTU/H Loss 1690 Total BTU/H Loss 495 Total Watt Loss 2 Ft Radiation 3 Fl HWBB �I l STALE NY O O 1485 Window and Door BTU/H Loss O 826 Wall BTU Loss 718 Ceiling BT%li Loss 898 Floor BTU Loss - 3329 Infiltration BTU/H Loss I • ° 7257 Total BTU/H Loss 2126 Total Watt Loss —T 9 Ft Radiation 13 Ft HWBB STATE NY O NY STATE 1738 NY Window and Door BTLI Loss STATE _ 251 NY Window and Door BN/H Loss 113 1137 Wall BTU/H Loss Ceiling Loss 520 870 Wall BTU H Loss / \ / Ceiling BN/H Loss �/ 1421 TU/HBTlJ/ Floor BTU/H Loss 1087 Floor BTB/H Loss 5268 10014 Infiltration BTU/H Loss Total Bill/H Loss 2682 5409 Infiltration BTU/H Loss Total BN/H Loss 2934 Total Watt Loss 1585 Total Watt Loss 12 18 Ft Radiation Ft HWBB 7 Ft Radiation 10 Ft HWBB 0 Window and Door BTU/H Loss 229 Wall BTU/H Loss 244 Ceiling BTU Loss O 304 Floor BTIU/H Loss 51 Infiltration BTU/H Loss 1529 Total BTU Loss L 448 Total Watt Loss 2 Ft Radiation 3 Ft HWBB 7 — STATE NY 495 Window and Door BTU/H 762 Wall BTU/H Lass 489 Ceiling BTIUU/H Loss 611 Floor BTU/H Loss 2266 Infiltration BTU/H Loss 4623 Total BTU H Loss 1355 Total Watt Loss 6 Ft Radiation 8 Ft HWBB F=M 7 STALE NY 0 Window and Door BTU/H Loss 0 Wall BTU/H Loss 204 Ceiling BTU H Loss 255 Floor BTU H Loss II 0 Infiltration I /H Loss 459 Total BTU/H Loss 135 Total Watt Loss 1 Ft Radiation _ 1 Ft HWBB STATE NY STALE NY 495 Window and Door BTU/H Loss 1206 Window and Door BTU/H Loss 320 Wall BTU/H Loss / 421 CeiWalBTUfH Loss 602 CeilingBTU H Loss 990 Ceiling BTU/H Loss 1236 Floor BTB B Loss 753 Floor BTI( Loss 3053 Infiltration BTUos Loss 1856 Infiltration BTU/H os Loss 2024 Total BTUt Loss 4026 Total BTU/H Loss 2024 Total Watt Loss —>— 1180 Total Watt Loss 9 Ft Radiation I 5 Ft Radiation p 12 Ft HWBB C� I 7 Ft HWBB C�) �l I I I I C553 CEO I I SEE PAGES 4A - 4B .FOR HOT WATER HEAT LAYOUT. HOT WATER HEATERS SHALL BE SIZED ACCORDING TO THERMAL LOSS FOUND ON THIS PAGE. STATE NY 990 Window and Door BTU/H Loss 987 Wall BTU/H Loss 916 CeilingBTU/H Loss 1145 Floor BTU/H Loss 4244 Infiltration BTU/H Loss 8282 Total BTU Loss 2427 Total Wat Loss 10 Ft Radiation 15 Ft HWBB `Q e' (TIES DRO EIEC DROP B ed B/2B/2005 9 1B 45 AM by jcby C9Ptl6910FTT©2046 THIS OOOIMENT PNB ME SUBJECT MATTER CONTNNED HEREIN IS PROPRIETARY, AND MAY NOT BE REPNOWCED VTHWT THE WRITTEN PERMISSION OF "PrOBullt Hames" z N H— NN w� N New z a3 � 0 _ a � O (FILE: ON1932 ISo.FT. 1827 (STATE NY TWE. CAPE MODEL CUSTOM CAPE_ DRAWING 1ST FUR HEAT LOSS LAYOUT _ (SHEET. 8A MANUF P ROURSI OPFMNO MPIXK CODE 1830 %38 MW _ MWBMCK MOLD WINDOWS 6CHEOUIL'- IYPt v"I AaBw su Fr m rl'AM WFnln IS, HEADER aAc%s OPEN 'ROWHIOPEMNG HAAMIF TYPE f REMAW(s {Hen �D FT sD FT HIR IM=/LTR IEFCER ,weKs 1 WINDOWS. SKYLICHIS, AND ODORS 6 EQUAL W BETTER U VALUE, AND MANUFACTURED BY OTHER LIG. VEM .TES I ^SEE NOTES" 1� I 5m UG1rt VEM I pp ME /"SEE N01E8•• ¶ypN SHOWN MAY BE SUBSTITUTED w r'HtlSAGE 1q 195 Nw 1113 00 Xfi SP 1 Rw- WELL WRE 6P WLEM_ 132 M %B SPFtt 28® 3gf2xB21? - T lRU W 5E_MEM ga _ - - - WINDOW AREA OF HABITABLE SPACE /VIN NG F - - L C DINING. INCLUDING KITCHEN DINING I NO OTHER 944444 - aSbwGE [/ 1g5 S1 1137 04 X8 P 1 2. _ - RA- WELL WRE Y111E EXT 33 6 FR_ 26® 3q l?kB212' 44E TRU I - _ 32 Xfi 6PFi1 t _�. 2]I _ N STEERING SPACE SHALL BE BR OF L � AREA'FOR - F OOR A OR NATURAL LIGHT YA1H 4 OPEN/ FOR _ - - - -- - ) RE R NG - - u I9s t8% T3'3 a "S. IN GORE 1Su1Ct%T rAS�hGc I - - - - _ sPFrz t �ze6B 3412'x8212• \F£RA-lRU 810. ' - a 318 a n ii.aeinenr -- YENnLA W MINIMUM IF NOT YEN MECHANICALLY X RI A 3 az ne------- - - TEDTO EXTERIOR. OR BATHROOMS k TDILEl R i:Asemeiii -J s 36s 3 32 %e sPFrz _ 1 3CW M129tl212 VERA-lRu INSUL CORE BHANELEXt. vA>oAGE 14 216 WA .a, .w f S LL A MINIMUM OPENABLE AREA OF 1 1 50 R. 3 SO FT FOR KIT HENEITES & KITCHENS 833 _ _ _ ---- }l A6Srrv[ 39(2x821? TIER{ -TRU IN6lA CORE W.IIE EM PA66AGE Z! ete atS Lar .W _ 1 1 TCHEN wcmtrvl ar BL a8 ]W a ROOMS HA HAVE M -.--' -- -- --- -�h SPP4 1 3089 3812Y82 t? t1ERA-TRu IN6UL WRE 15lRE EXS PA66AGE 2] 216 925 t. w 2 1 (6D 50 FT. OR .DRE) SHALL HAVE 4% OF FLOORAREAOPENING FOR MINIMUMCYEN1ILAnpN K THu 1N6LL wHe uv/TL cxT PASSAGE .n 216 743 's.] w [ 1 DOORS. MNDOWS, VENTS k OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR M GARAGE SEPARATION 611. 1 303 36 Inl8212' IkRA-`RU IrvsUL wRE FlRc naleu w(Juu agMB le) LIe LDA w I2 1 WALLS, AL50 SKYI1gIT5, RIDGE VENTS, LWYERS OR OPENINGS PASSING THRU A FlRE RATED CEILING IN Y!J g]3 62 SlaAh SPxY2 t 3C® 3B 32}8212' 11£RA- EGREss 3z Xe s#Prz 1 1 idea 3812x82 t2 iiERA-TRu 1445!{ GORE FlRE RnTeD STEEL UM6 ly eleJ LDA s] w 1 1 5. q STAIR OR GARAGE SHALL BE 3/4 HR. MIN FIRE RATED M BE SELF CLOSING OR HAVE A 3/4 HR MIN CASEMEM P, 1, B] b tl3e EGRE85 12 X6 SPFR 1 11 3IX0 5312Y82 in' TT@RA-M. INSUL CORE SGL SICEUIE IOI.4J ih 1/ / I 09 3 X8sPFA21 1 1 OPENING PROTECTION NYS I.aSEMFM S/1128] S.0 ]31 3 12Xfi SPFA2 1 I 3R9 Btl lCNvin, T1ERA-Ozu /NAG -CORE LMLGIOEMR= 11g13tl] 3q tb/ 04 3'.JXf06P%RI"�- As6mEM 3]M na e9s .3 EGR¢ssJ.i na sPFtt 1 I BOBS ]2W4'xW7W AREA...N SGD Psfi I 6AFEW IN5ut Gee_ sal 41g -I ae4 tab 1e ij%to SPFV71 2 SPACES MEETING MIN HABITABLE SPACE REQUIREMENTS (BD SO FT. k 7'-6" HIGH) SHALL COMPLY MTH casEMENt Y/1 a 5.2 454 a J'2 Xe svFs2 1 6oM meO' ANOERsoN swINC PATI FRENCHwuoG 1 w J 21g f61 1a S1%tO SVRiTHABITABLE SPACE REQUIREMENTS EGfs 6i ]J 6p2 aIEGRASS Eoaess }e n6 svFr2 1 �M T1 T/6ae61/B- ]-D s.GG WML I E* +u uq tee 1 10 I SSx1s5PFrYl 4 MIN FLAME SPREAD CLASSFICATON OF ALL FINISH MATERIALS SHALL BE CLASS 2 AND RATING OF i.a>emeNl arI 121 aq i[I _ .3 Edges s2Ae SPF12 1 8068 g5]/8'v801/B" ]-0 800 VINYL a; as aS 44.8 43 W 112XB25M 2 LESS THAN -lA(1 UpSEMEjjt v1133]4 85 81 J EGRESS 31%e 8PFA2 1 low 11.6T IRxANA_TRU SWIMPATIO WUBL£SWNf 33 41T 218 3B„ 18 31 %IO SPFp1 1 LASFweih ii 1463 Eos sw 3 E_GaEas 3z AS svrn 1 lsw W 111 821? HESTER HOUSE Hollow GUIE IN I. 1w96AGE 'w«� WA w WA 1 6 ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER. MSEMEN�'3] 1fi 11fi 96a 1acao xnd Sppn 1 261/41821? HEISIERHOUEEj H0LLONCOlE WW1 YAG8AGE WA LDA Wh w l WA t EGRESS WINDOWS MUST OPEN T04 {{SEMEN( J/ 14 e6 ].3B J IEGREs3 33 %86PFfi[ 1 2688 321M1611? HEbTERHOUSE 1gLLOVY C01✓EI WI PASSAGE w f LDA - a WA 1 I7, SO. FT W/18" MIN OPENING (42• $ILL HEIGHT) BY NORMAL ...EM 3] 21 113 .1121 3 EGRE66 33AS e'lln t (1 2MB 36 1141V 12 HEISTER Ig USE IpLLOWCOREI INT PASSAGE WAI WA wn ww WA 1 ` OPERATION RWOMNG SASH, TRPNG STING SASH, SNAP AWAY HARDWARE, ETC ARE NOT ALLOWED. cAbtmEM _ a_In ail +e f31e_I- _ 'wReas 3-2 A6 A, 1 3088 381/4tiaz Nr HEISTER HGLaE HouaN coaEl IM PASGAGE eunl ww LDA Wn LDA 1 I B, WNOOW AND DO°R SIZES MUST MEET LIGHT AND VENIILATIW REQUIREMENTS OF SECTION 3I13 CMSEMeM Sr b.W 1/tl 146E .1 EGRte6 }L A65PFXL 1 ifWB 361M9B�212 HEISTER IgU$E HOLLOW CORE/ BI{DELI LDA LDA ww WA WA t OF THE NYS CODE CASEMENT 'P 2d 168 tU2 i 'EOR 8s 12 %105PF/1 1 I 2886 321/41!21? MEISTER HOUSE_ HOLLOA CORE BI{OL) WA1 wed WA WA WA 1 -� 12 HE STEP Hous HOLLOVICORE BI4°OU, wA1 wa LDA LDA Wq t B SKYLIGHTS SHALL COMPARIIA TO THE RCNYS, SECTION R3065 1-2850.21 44%80 Al I:MSeMeN( ]L6eB lu 1St I 1840 _-M 3.2%IOSPFTI 1 1 lals ]P X50 MW law I 1B'A ]II X80 MW 18Y % dl86 M W 1860 20xn Mw 2430 2a %38 M W I2440 I 28X40 MW NVB {X50 MW 44 38X80 MW 24w 1 MW I 28W wxn MW 20 V22A. X28 MW 284.M 0 32X48 MW 2846 32 X50 M W 4 %e0 M W . 1 I 2856 32 XBfi V M W 28110 32 Xn M W ' 44862 3111..=I eta Mit 1 ' 2M&2 !S aS. M.W I L'6® A. M W ox I c27 I 40 %68 . M W _ MWBMCK MOLD WINDOWS 6CHEOUIL'- IYPt v"I AaBw su Fr m rl'AM WFnln IS, HEADER aAc%s OPEN 'ROWHIOPEMNG HAAMIF TYPE f REMAW(s {Hen �D FT sD FT HIR IM=/LTR IEFCER ,weKs 1 WINDOWS. SKYLICHIS, AND ODORS 6 EQUAL W BETTER U VALUE, AND MANUFACTURED BY OTHER LIG. VEM .TES I ^SEE NOTES" 1� I 5m UG1rt VEM I pp ME /"SEE N01E8•• ¶ypN SHOWN MAY BE SUBSTITUTED w r'HtlSAGE 1q 195 Nw 1113 00 Xfi SP 1 Rw- WELL WRE 6P WLEM_ 132 M %B SPFtt 28® 3gf2xB21? - T lRU W 5E_MEM ga _ - - - WINDOW AREA OF HABITABLE SPACE /VIN NG F - - L C DINING. INCLUDING KITCHEN DINING I NO OTHER 944444 - aSbwGE [/ 1g5 S1 1137 04 X8 P 1 2. _ - RA- WELL WRE Y111E EXT 33 6 FR_ 26® 3q l?kB212' 44E TRU I - _ 32 Xfi 6PFi1 t _�. 2]I _ N STEERING SPACE SHALL BE BR OF L � AREA'FOR - F OOR A OR NATURAL LIGHT YA1H 4 OPEN/ FOR _ - - - -- - ) RE R NG - - u I9s t8% T3'3 a "S. IN GORE 1Su1Ct%T rAS�hGc I - - - - _ sPFrz t �ze6B 3412'x8212• \F£RA-lRU 810. ' - a 318 a n ii.aeinenr -- YENnLA W MINIMUM IF NOT YEN MECHANICALLY X RI A 3 az ne------- - - TEDTO EXTERIOR. OR BATHROOMS k TDILEl R i:Asemeiii -J s 36s 3 32 %e sPFrz _ 1 3CW M129tl212 VERA-lRu INSUL CORE BHANELEXt. vA>oAGE 14 216 WA .a, .w f S LL A MINIMUM OPENABLE AREA OF 1 1 50 R. 3 SO FT FOR KIT HENEITES & KITCHENS 833 _ _ _ ---- }l A6Srrv[ 39(2x821? TIER{ -TRU IN6lA CORE W.IIE EM PA66AGE Z! ete atS Lar .W _ 1 1 TCHEN wcmtrvl ar BL a8 ]W a ROOMS HA HAVE M -.--' -- -- --- -�h SPP4 1 3089 3812Y82 t? t1ERA-TRu IN6UL WRE 15lRE EXS PA66AGE 2] 216 925 t. w 2 1 (6D 50 FT. OR .DRE) SHALL HAVE 4% OF FLOORAREAOPENING FOR MINIMUMCYEN1ILAnpN K THu 1N6LL wHe uv/TL cxT PASSAGE .n 216 743 's.] w [ 1 DOORS. MNDOWS, VENTS k OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR M GARAGE SEPARATION 611. 1 303 36 Inl8212' IkRA-`RU IrvsUL wRE FlRc naleu w(Juu agMB le) LIe LDA w I2 1 WALLS, AL50 SKYI1gIT5, RIDGE VENTS, LWYERS OR OPENINGS PASSING THRU A FlRE RATED CEILING IN Y!J g]3 62 SlaAh SPxY2 t 3C® 3B 32}8212' 11£RA- EGREss 3z Xe s#Prz 1 1 idea 3812x82 t2 iiERA-TRu 1445!{ GORE FlRE RnTeD STEEL UM6 ly eleJ LDA s] w 1 1 5. q STAIR OR GARAGE SHALL BE 3/4 HR. MIN FIRE RATED M BE SELF CLOSING OR HAVE A 3/4 HR MIN CASEMEM P, 1, B] b tl3e EGRE85 12 X6 SPFR 1 11 3IX0 5312Y82 in' TT@RA-M. INSUL CORE SGL SICEUIE IOI.4J ih 1/ / I 09 3 X8sPFA21 1 1 OPENING PROTECTION NYS I.aSEMFM S/1128] S.0 ]31 3 12Xfi SPFA2 1 I 3R9 Btl lCNvin, T1ERA-Ozu /NAG -CORE LMLGIOEMR= 11g13tl] 3q tb/ 04 3'.JXf06P%RI"�- As6mEM 3]M na e9s .3 EGR¢ssJ.i na sPFtt 1 I BOBS ]2W4'xW7W AREA...N SGD Psfi I 6AFEW IN5ut Gee_ sal 41g -I ae4 tab 1e ij%to SPFV71 2 SPACES MEETING MIN HABITABLE SPACE REQUIREMENTS (BD SO FT. k 7'-6" HIGH) SHALL COMPLY MTH casEMENt Y/1 a 5.2 454 a J'2 Xe svFs2 1 6oM meO' ANOERsoN swINC PATI FRENCHwuoG 1 w J 21g f61 1a S1%tO SVRiTHABITABLE SPACE REQUIREMENTS EGfs 6i ]J 6p2 aIEGRASS Eoaess }e n6 svFr2 1 �M T1 T/6ae61/B- ]-D s.GG WML I E* +u uq tee 1 10 I SSx1s5PFrYl 4 MIN FLAME SPREAD CLASSFICATON OF ALL FINISH MATERIALS SHALL BE CLASS 2 AND RATING OF i.a>emeNl arI 121 aq i[I _ .3 Edges s2Ae SPF12 1 8068 g5]/8'v801/B" ]-0 800 VINYL a; as aS 44.8 43 W 112XB25M 2 LESS THAN -lA(1 UpSEMEjjt v1133]4 85 81 J EGRESS 31%e 8PFA2 1 low 11.6T IRxANA_TRU SWIMPATIO WUBL£SWNf 33 41T 218 3B„ 18 31 %IO SPFp1 1 LASFweih ii 1463 Eos sw 3 E_GaEas 3z AS svrn 1 lsw W 111 821? HESTER HOUSE Hollow GUIE IN I. 1w96AGE 'w«� WA w WA 1 6 ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER. MSEMEN�'3] 1fi 11fi 96a 1acao xnd Sppn 1 261/41821? HEISIERHOUEEj H0LLONCOlE WW1 YAG8AGE WA LDA Wh w l WA t EGRESS WINDOWS MUST OPEN T04 {{SEMEN( J/ 14 e6 ].3B J IEGREs3 33 %86PFfi[ 1 2688 321M1611? HEbTERHOUSE 1gLLOVY C01✓EI WI PASSAGE w f LDA - a WA 1 I7, SO. FT W/18" MIN OPENING (42• $ILL HEIGHT) BY NORMAL ...EM 3] 21 113 .1121 3 EGRE66 33AS e'lln t (1 2MB 36 1141V 12 HEISTER Ig USE IpLLOWCOREI INT PASSAGE WAI WA wn ww WA 1 ` OPERATION RWOMNG SASH, TRPNG STING SASH, SNAP AWAY HARDWARE, ETC ARE NOT ALLOWED. cAbtmEM _ a_In ail +e f31e_I- _ 'wReas 3-2 A6 A, 1 3088 381/4tiaz Nr HEISTER HGLaE HouaN coaEl IM PASGAGE eunl ww LDA Wn LDA 1 I B, WNOOW AND DO°R SIZES MUST MEET LIGHT AND VENIILATIW REQUIREMENTS OF SECTION 3I13 CMSEMeM Sr b.W 1/tl 146E .1 EGRte6 }L A65PFXL 1 ifWB 361M9B�212 HEISTER IgU$E HOLLOW CORE/ BI{DELI LDA LDA ww WA WA t OF THE NYS CODE CASEMENT 'P 2d 168 tU2 i 'EOR 8s 12 %105PF/1 1 I 2886 321/41!21? MEISTER HOUSE_ HOLLOA CORE BI{OL) WA1 wed WA WA WA 1 -� 12 HE STEP Hous HOLLOVICORE BI4°OU, wA1 wa LDA LDA Wq t B SKYLIGHTS SHALL COMPARIIA TO THE RCNYS, SECTION R3065 1-2850.21 44%80 Al I:MSeMeN( ]L6eB lu 1St 32 XB BPFA2 a 'EGRCS6 3.2%IOSPFTI 1 wim; 4968 3B 1/4182 WnPI ln2 1 t HEISTERFpUBEI16xLOWCORE RI -FOLD -- rvA1 Wq WA - Wa Wq 1 "� ' I '2a562 Mxee Mw mtM se- A nu o II IS 1 2.8 __3 a EGRE85 a' ZnA SPF 1 I 30250 HEISTER HDusE110LLOW CORE e1{OLA WA LDA LDA LDA LDA 1 110. OPENINGS FOR EMERGENCY USE (EGRESS MNOOWS 8 ODORS) •2439) 69%J8 _ MW Yn>eMEM Y� 21 1]2 110] BRICK MOLD DOUBLE HUNG 1I 12.8 .3 EGRE85 33 %B SPFY2 1 s9m 29w 521/4•v0212 49xw 12 HEISTER HGu5EI1WLLGW CORE PGGrcET000R rua LDA LDA LDA Ww i I MUST COMPLY TO SECTION R310 OF THE R.C.N Y.S I'2N3 3Yzso _ Mw r.n>emenr_ 3111..=I eta !lab _a EGRteJ• 3-2nbsvEn_ 1 I L'6® fi1'xM i? HEISTERHpUSEHOWDWCORE POCKET. Wq WA Wq`WM RATES Wq 1 I I'24e63 89%80 MW cnsemercl J/,13'a Btl 2q 181. .3 I .3 EGRE85-3.2AbSPF2 1 'SS E T2'x85 M12' HEIBTER 410116£ HgLLO'NtME PO[;KET WDR WAI WA 1 WA ` WA WA 2 &2X65PFR2 1'245631 3X66 MW CAaEMEM _ _ YI I3B 491 ffiT 2l ba 4b .3 EGRESS n65PFi12 1 32 X65PFA2 1 202tOM lualm 22 WB x 57 98' Al W MULL, DOUBLE HUNG 1321 896 1 5.3 2 9 -2B46d 66X50 MW Cn»meM Y_I w 252 21 fi3 _ J EGRESS 11/X191/4 LVL 1 1 •sinew ekes unless noted otmlWBe on FINAANS 1 1 20A2M 1856M 22 318"x69 96 M W BRICK MOLD DOUBLE HUNG 31110,82 • 2850-3 I W %BO M W _'> Eoo CASEMEM BB 1 28.5 6/'49011 313 2q a 283 1862M 3 EGREBS a EGRESS 11 1]1 19116 LVL 1 }11@nb11a LVL 1 antypoal!Gaper ] 4 41 3 1 32 X6 SPF#2 1 M.W 2021 W 26 3B' x 4198' 1 ' 2858-3 W %86 M W BRICK MOLL INUTILE RUNG 137114 691 - 5.3 _ 3 32 XB BPFA2 1 2856EM 34 G/8"x 699E" (]bees w rypul MaereRs mlesa Iw1aE mllmwse an Fwwpm 1 NIM BRICK MOLD DOUBLE HUNG 13] 116 37 11.3 5.9 _ _3 EGRESS &; X 6 5PFA2 1 2ANN 34 3/8" x T/ 9B' 28210M 34 WB"x 3796 MW. BRICK MOLD DOUSES dUNG 1371898 56 1 2.8 __3 MFW I CODE ' ALL COUBU B 1RPLE MN WIIIDOWS ARE PRE'"Webt62tOM 30250 383/e"x3]9b' 1 28MM 34318x41We- MW. BRICK MOLD DOUBLE HUNG 3719.94 64 3.3 1 1471 32465PFln 1 11 3032. 3B 318'x41 518" 2842M 34&8x8396 MW. BRICK MOLD DOUBLE HUNG 1I 12.8 T E 5832. .3 32 X65PP#2 1 MW BRICK MOLD WINDOWS SCHEDULE 2806. S1&8x5196 MW BRICK MOLD DOUBLE HUNG 1/113.261 94 49 MANUF 'ROUGH OPENING MANUFI TYPE P AREAISO FT 160 FT AIRINFILTR. EGRESS HEADER JACKS] I 1M a. COD 603/6x307/16' '6.8: _ J LIGHT VENT RATES 'SEE NOTES" 1 2e56M 34 WB x 89 96 te.52M 1 18210M 9 22 WB x 3] 8 M W. BRICK MOLD DOUBLE HUNG 1371 585 1 3.2 1] I .3 I 32 xe SPF#2 1 H11=2 -M. iB32M 22&8'x4198" MW BnK:KMULODOUBLEHUNGIJ716471 36 19 3- &2X65PFR2 1 tains 1eA2M 22&8'x63518' MW BRICK MOLD DOUBLE HUNG I J718331 4b 26 .1 32 X65PFA2 1 202tOM lualm 22 WB x 57 98' Al W MULL, DOUBLE HUNG 1321 896 1 5.3 2 9 .3 32 X6 SPFA9 1 2032. 1 1852. 22 WB x85 518" M W _nHICK BRICK MOLD DOUBLE HUNO I3F 1 10.2 1 61 33 .3 32 %6 SPF#2 1 1 20A2M 1856M 22 318"x69 96 M W BRICK MOLD DOUBLE HUNG 31110,82 66 36 I .3 32 A SPF#2 1 204BM 2052. 1862M 22 38 x 17615' MW BRICK MOLD DOUBLE HUNG 37112 N 1371 1 ] 4 41 3 1 32 X6 SPF#2 1 M.W 2021 W 26 3B' x 4198' M W BRICK MOLD DOUBLE HUNG 6.69 43 21 I .3 &2 X6 SPF#2 1 2062M ILf�'a�S 2032 26 3/6 x 98 M W BRICK MOLD DOUBLE HUNG 1371 7.821 4.5 24 .3 32 AS SPFAQ 1 2 2042 x 53 98' 26 M M W BRICK MOLD DOUBLE HUNG 311 1 fi 3.2 3 32 XB SPFQ 1 2432M I an 26 38' x 9 M.IN 0.5 BRICK MOLD DOUBLE HUNG) 37110.551 7 6.7 1 .3 32 AS 1 I 1 2442. COW 2052 NP, 26 &8'x655/8' M W BRICK MOLD DOUBLE HUNG 137112.021 7.7 4A 4.4 .3 I G WFQ 32 X6 SPF#2 1 1 2452M 1 2056 26 38' x 69 98' M W. BRICK MOLD DOUBLE HUNG ) 31112.]3 83 1 I .3 32 X13 SPFi2 1 I 2452. 2062 26 316 x ]198' M W BRICK MOLD pOUBLE HUNG �I s/�� td.22 93 5 5 .J 1 32 %6 BPFS2 1 + 1 2456EN F:2,QIOM;: TOO 318' x 3T 98 MW BRICK MOLD DOUBLE HUNG 1311 ].941 4.8 25 .3 -- 1- 32 XB SPF#2- 1 + 2462M 2821.- I 2A32M 3038'x4198 MW, BRICKMOLD DOUBLEHUNG 371878 DOUBLE HUNG ST) it 311 55 7.4 28 3.9 .3 32XISSPF#2 32 X6 SPF#2 1 1 2802M 1 2xMM 24ABM 30 38x53 98" 30 WB'x 998 M W BRICK MOLD BRICK MVw DOUBLE HUNG I37 11216 8 4.2 1 .3 3 _32 X6 SPF#2 1 1 2892M 1 2d52M 3p WB' x65 51 _MW. M W. SHACK MULL DOUBLE HUNG 137113 841 9.3 4.9 _ 3 32 XG SPF62 T x1 HOUGH OPENING MANUF 22 SS3 x 3] 518•• 223'8 %915.5" MM A 53 518' M3' 22 3 x 5]5/8" 223A3 " x B5 5/8' 3/B" x B9 611" M 22 3/8" x ]] 518' 26 3A3 x 37 5IB- 23/B" x 41 5S 25310"x535lE ZG 3/B" x 57 WE 263/8"xflS yX 3U 3/8" X53506 30 318 x 5T SIB' 30 3/8" x N 5/B' SOWS" x fig 5.8 SOWS x ]] &8" 14 3A x419'" 34 3/8" x 53 WIT, 39 3/tl" x 5] 9V 3q 318"x B5&B" 2458. 3D&8x8996 MW BRICK MOLL INUTILE RUNG 137114 691 10 5.3 _ 3 32 XB BPFA2 1 2856EM 34 G/8"x 699E" 24fi2M w wr x X 5/8" NIM BRICK MOLD DOUBLE HUNG 13] 116 37 11.3 5.9 _ _3 EGRESS &; X 6 5PFA2 1 2ANN 34 3/8" x T/ 9B' 28210M 34 WB"x 3796 MW. BRICK MOLD DOUSES dUNG 1371898 56 1 2.8 __3 MFW 3$X65PF#2 1 1 30250 383/e"x3]9b' 1 28MM 34318x41We- MW. BRICK MOLD DOUBLE HUNG 3719.94 64 3.3 1 1471 32465PFln 1 11 3032. 3B 318'x41 518" 2842M 34&8x8396 MW. BRICK MOLD DOUBLE HUNG 1I 12.8 8.7 4.5 .3 32 X65PP#2 1 3242. 38318"x535/8" 2806. S1&8x5196 MW BRICK MOLD DOUBLE HUNG 1/113.261 94 49 .3 32 X6 SPF#2 I 1 1 I 3045M 383/8"x5]5/8' .1 `-2BSZM B.BO WB:x 8598' MW" bRK:K MOLL HUNG Jl 15.87'1-10.9' 603/6x307/16' '6.8: _ - :3`= 'EGRESS 32 X5 SPFQ I-"4 '1-N L 3052M 303/8'x5590" 1 2e56M 34 WB x 89 96 Mw. BRICK MOLD DOUBLE HUNG 1 5fi.821 =L 11.7 6.1 .3 EGRESS 32 X6 SPF#2 1 1 M 3o82M 38']38' x E9 96 38 3/6' X P 9E" 2862M U 316 x'P 96 3B 38" x 37 98' M.W. M W. BRICK MOLD W UBLt nurvG / 18.53 BRICK MOLD DOUBLE nurvG 3) 10.03 13.2 6.5 6.9 I 332 3 J EGRESS 32X5 SPF#2 32 X 6 SPF#2 I 1 1 2421 M-2 • 2496.-2 60 3 4x37 60 94"x57 90 �30210 32M 3838"x4198' M,W. BRICK MOLD DOUBLE RUNG 37111 NJ 73 3.7 3 32X68PFIQ 1 -2452M-2 S0W4"x8590" S242M 3836x5398' SAM , BRICK MOLD DOUBLE HUNG 37 14.29 99 5.1 3 J4 X65PFA2 1 '24% M-2 80314x6998 304SM 38 38" x 5] 98 SAM I BRICK MOLD DOUBLE HUNG J/15.361 108 57 _ 3 EGRESS 32 X 5 SPF#2 1 • 2848.-2 68 3/4'x57 9E 3052M 383/8"x8596' SAM ,l I BRICK MOLD DOUBLE HUNG13 1 17 491 125 65 I 3 EGRESS 32 XB BPF#2 1 -2852.-2 eB 3/4"x655/8 ( SNUo 39 We,A We 5o' M.W. I BRICK MOLD OOUBLE HUNG 131118.563 134 69 1 H EGRESSI &2X66PF#2 1 1'2956E.-21 BB 94 x6H 9898 3062. W 318' x n 98 M.W I BRICK MOLD DOUBLE HUNG J7,1 MA9 I u.2 7.8 1 .3 EGRESSI 32 X 6 SPF#2 1 I - 3048M-2 1 761/4 x5198" 1.2426NI-2_ So MW I BRICK MOLD DOUBLE HUNG_�11J 15.88) 3-2XGSPF#2 1 5 ,3 32XSSPFA3 1 1 30.52.-2 1 ' 763/4"x6598" We'x3298' _ 1 ' 2<46M-2 fi0 We' 57 98 M W J/ R MOM DOUBLE HUNG 24.32 BRICK O I_J J 16 16 84 IJ 3 32 %B SPF#2 1 3 M-2 O%E 1 I ]6 N4 X69 5/B' 1/6x37 1 • 2452-2 EO W4'xw WB" I _ M W _ BRICK MOLD DOUBLE i 3/J 27 681 1G5 9 B _ 1 �X 8 SPF#2 1 1' 2421o.3I 2446M-3 91 W' 91 1/8'x57 98' I' 2456EM-21 W4'x88 96 M W HUNG BRICK MOLD DOUBLE HUNG 1 37129 33 200 20 6 I 3 EGRESS %l SP Fin 1 1 •2452.+4 1 91 11Wx65 96 1.2818.-2 N MW BRICK MOLD DOUBLE HUNG 1.31j 27M 18.8 9 _ III 3 S2X10SPF#2 1 I -2458EM� et 46x8996' NW4'x529E" 1'2852.-2� 6834'x8698" AS BRICK MOLD DOUBLE HUNGI3/131.3{ 21.8 116 11 1 EGRESS_ 3LX105PFA2 i •21YKM-3 10348"x57 SAN )'2856EM-21 68 W4'X69 US' MW BRICK MOLD DOUBLE HUNG 13]133 24 234 122 .3 EGRESS _ 32 X105PF#2 1 •2852.-3 10346'x6598" 1.3046.-21 763/4x5298" MW BRICK MOLD DOUBLE HUNG 131130.721 21.6 114 .3 EGRESS 3-2%10SPF#2 1 '28%EW3 10348x699B ' W52M-2 1 76 3/4'x65 98" M W BRICK MOLD DOUBLE HUNG I J/ 134.98) 25 13 3 EGRESS 32 X 10 SPF#2 I 1 '3046..3 I 16 46x9 96' Y 3056EM-21 76 314'x68 98" M W BRICK MOLD DOUBLE HUNG/ 3713],12 j 26.8 13.8 .3 EGRESS 32 X10 SPFQ 1 '3052 '3 115 t10"x65 W" .1210"3-911/6x3298 MW BRICK MOLD DOUBLE HUNG 133123.821 14.4 7.5 I 3 31112 X9 ted LVL 1 Se -1 11546'x6996 1'2449.-3 9146x5)98" MW BRICK MOLD DOUBLE HUNG]]/138481 14 126 3 EGRESS X91. LVL 1 zOMGH 253.8 x13]716 1 .2452M-3 911/6x8698" MW BRIG( MOLD DOUBLE HUNG)�tl.521 27.9 147 3 EGRESS 1-1112X91/4 LVL 1 2Se 28MOH 30318"x15 7/16' 32 W6 x 17 7118 I. 24SEEM31 911]8'x6V WB" MFW BRICK MOLO DOUSLE HUNG I ml44.m I 30 15.9 3 EGRESS 131 112 X 9 114 LVL i 30MCH 38316x19 ]/te' I- VMGM311031/8'x57 98" WIN BRICK MOLD DOUBLE HUNG I'37141.281 28.2 1 1471 3 EGRESS 131112 X91/4 LVL1 2 34MGH 423/8"x21]/18' 1-2852.-3110346x8598" I MW BRICKMOLDWUBLE HUNG 37)47.011 323 1 174 1 .3 EGRESS 311/2 X91/4 LVL 2 118-2MCH A4 318" x 227/16' 1.2BS6EM-3 103 t/8'x69 98" 1 M W BRICK MOLD DOUBLE HUNS .31 4986 35 1 1-J 183 3 EGRESS 3112 X91/4 LVL 2 320-2MCH 523155x267116 I .3016.-31 5151/8"x5]98" M.W BRICK MOLD DOUBLE HUNG ).3/J 46081 324 1).1 L a EGRESSI71112Xn IS LVL 2 ) 24-2MCH 603/6x307/16' I.3052.-31 1151/8'x6598" MW BRICK MOLD DOUBLE HUNG 1,37152471 375 1 19.5 E_ .- EGRESSI 311/2 X1144 LVL 2 ) 28-21MCH 6836x347/16' 1. 3056EM3111546'XWWIC MW BRICK MOLO DOUBLE HUNG 1,37155 681 40.2 2011 3 IEGRESS 13112 X 111/4 LVLT 2 1 130-21MCH 76 WE x387/161 (mese are IyOlcal healer saes unless rotes otheMtse on Floorylan ) • ALL DOUBLE 8 TRIPLE M -W "HOGUE ARE PRE- MULLED 1342MCH bRW X427/161 M MW MW MW MW MW MW MW. M W. MZ NA MW M.W MW MW MYv erfl n MVLJ vv,bJOWc SCHEDULE I 1YYt u NREA SO FL SO FT AIR INFILTR EGRESS HEADER JACKS LIGHT VENT RATES "SEE NOTES" )W SINGLE HUNG J, 585 34 1.T 34X6 SPF1* t 1 )LED SINGLE HLrvm Jags J a I B -3 _ s 6G no bYHBL 1 I )QI SIr NGL HUrvL� .i 32 IS S'PHAL 1 )LED SINGLE HUNG 3T oaa_ b] GB _ )LO SINGLE HUNG 3T tu2 65 33 _3 a 32 WE3'p t TED SINGLE HUNG 3] 10821 1.1 ab a 62 n 8YF#2 1 MENG HUNG 3T t2W b al TJ J _ 3-2X6 61102 1 1 )L41 SINGLE HUNG 31 8.89 q e L t a j_I ;iL n b BPH#L 1 I )LD)ENGLE HUNG 37 7.62 48 da __ 1 L 3L I S1102 t DMD SINGLE HUNG L71 9.82 j 65 3.2 _.d _ 32 Xb FF#L 1 )D)SINGLE HUNG 3T iu ou 11 1a _ _j 3 H. SPF#2 1 JLw a11VGL HUNG 37 1202 82 41-- 32 X8 SPF#2 1 )LO)SINGLE HUNG 5/ 1<.m tltl as 1 3.2 X6 SPF#2 t JLD] SINGLE HUNG 3] 54.2 a b b 1 _ }2 XB 5YF#2 1 )LD)SINGLE HUNG al I.1q_ , LO _ 3 _ 32 AS SPF - DI -M SINGLE HUNG 37 &7B btl Ltl a _ 12 XO SPF#2 1 DM)SINGL HUNG 51 ll.Et /tl 3.9 3 3-2XGSPF#2 t JLw SINGLE HUNG 37 1216 fly 4.2 .3 33X68PF#2 t OLDSNGLEHUNG 3T 1389 9.8 49 .B 32 X6 SPF#2 1 3Lm BINGE HUNG 3] 1469 1G5 53 .3 32 X6 SPF12 I 1 JLC151NGLE HUNG 37 1637 ti9 59 .3 EGRESS 3-2X65PF#2 t GLW SINGLE HUNG J/ 890 oa ee 3 I-32 Xb 8PFR2 1 DM)SINGL HUNG 3J 999 BJ 33 .3 I_1 3-2 X65PFA2 1 OLM SINGLE HUNG 31 120 91 45 _ 3 3-2 X65PFA2 t OLm SING HUNG 3/ le lb ab 4,9 .1 _I 3-2 X65PFA2 1 ULwambLE HUNG 3] 15.67 11.5 58 .3 IEGRESS 32 XO BPF#2 1 1 IOLO SINGLE nurvU 1/ 54.621 12.2 61 .3 (EGRESS 3-2 X6 SPF#2 1 I IOINGLE H LO SUNG 31 �b,b1 li 8 I B9 .3 EGRESS 32 X6 SPF#2 1 1 .ULD BINGLE HUNG 3] 10.03 68 1 332 3 32 AS SPF42 1 TOLD BINGE Hl/NG 37 11.09 77 1 3.7 3 32 X6 SPF#2 1 IOM SINGLE HUNG 37 14.29 104 I b.1 _ 3 32 X6 SPFQ 1 IOLD SINGL HUNG 37 1536 11.3 1 fl] .3 EGRESS 32 %65PF#2 1 1 IULW onWLc nurvb 11 1149 131 8.5 .3 EGRESS 32XGSPF#2 1 SOLD SINGLE HUNG 3T 18% 14 ES 3 EGRESSI 3-2 X6 SP1#2 1 1 aNGL HUNG 37 2069 15.8 78 _ .3 EGRESSI 32 X6 SPF#2 1 IULv mNGLE HUNG 371588 102 5 1 1 32 X8 SPF#2 1 IOL -SINGLE HUNG 37 2432 I, eq a 34 XO SPF#2 1 IOLD TINGLE HUNG 37 2160 t9.6 98 .3 32 AS SPF#2 1 1VLu e.NGLE HUNG .37 2935 21 118 3 1 32 A85PF#2 t TOLD SINGLE HUNG .37 2152 198 98 .3 32 X10 SPF#2 1 tuw aWGIE HUNG .37 31 34 23 11.5 .3 EGRESS 34 X 50 5PF62 1 SOLD SINGLE HUNG 37 3a Gq 244 122 .3 EGRESSI 32XlDSPFQ I 1 IUL ozNGLE HUNG .3]jiu/21 %1.6 114 .3 EGRESSI 32 X 10 SPF#2 1 1 SOLD SING HUNG .37 3q 98 262 13 .3 EGRESS 32 X10 z SPF# t .TOLD SINGLE HUNG 32 3112J 20 138 � 3 EGRESS X10 SPF#2 t {OLD SINGLE HUNG 3] q 82 153 7,5 3 31l 1 X91/4 LVL 1 AOLO SINGL HUNG 37 ,x1 991 GS5 128 3 In 31 t2 X81/4 LVL 1 AOL -SINGLE HUNG 1" 91521 29.9 1,L7 3 3-11/2 X9114 LVL 1 AULV SMILE nUNG 1 37144 U7 1 31.5 15.9 .3 - 3l 112 X9114 LVL t SOLD SINGLE HUNG 37 4128 28.7 1 14,7 .J 31 12 X91/4 LVL 1 2 n.-oo4GLE HUNG 3] 4701 34.5 174 3 1EGRESS 3l 42 X9114 LVL 1 2 AOLD SINGLE HUNG 374986 3561 183 .3 1?GRESS 311/2 X91/4 LVL1 2 SOLD SNGL HUNG 37j 46 W 338 P 1 3 - I__GRE86_ 31 4 X111/ VL 2 4L 2 AVw SINGLE HUNG aLE I tai ta.5 .3 I -GR ESS X11 V t/2 1/4L L 2 I ACLUSINGLEHUNG .3/ 5505 42 2(1.7 .3 IeGRE05 &l 31!/2 2 CIHULETOP B E,.nVL 3-2 X 6 SPF#2 1 CIRCLETOP 126 .3 32 X6 SPF#2 1 CIRCLETOP 3S1 31 334 - 3 3.2 X6 SPF43 1 1 CII OP 111415 Z37 LST - J I 32 AS SPF#2 1 CLEF CIRCLETOP 13]1 32 X6 SPF#2 1 CIRCLETOP 32 X6 SPF#2 t CIRCLETOP I3] 371 32 X8 SPF#2 1 CIRCLETOP .5.22 2.9 - .3 1 32 X8 SPF#2 1 CACLETOP 37 668 2.59 - 3 32 X 10 SPF42 t CIROLETOP 37 636 a.14 - .3 12X3 SPFn 1 2 CIRCLETGP 137f 32 X 12 SPF#2 1 2 ( These are typlrsl IAAWSr saes Imles5 Wel olM1emae on Flwrylen ) ALL DOUBLE 8 TRIPLE MIN WINDOWS ARE PRE -MULLED STATE APPROVAL STAMPS ElARCHITECT SEAL 'TAW AND SPECS OF THIS SET ARE CONSISTENT WITH NYS APPROVED PLANS, SPECS AND CONDITIONAL LETTER #M 021-03-040 Soretl 6/2B/2005 9 18 45 AM by leer r^ h V1 Ot � Z Re COPYRW@2W THIS COMMENT AND ME SUBJECT MATTER CONIAMED HEREIN IS PROPRIETARY. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION DF 'PmBDi1t Homes' Won '�--od �Q GC/) LLJ Uf ed G ~ o7. w�a3 O d'a OQw = W O U6D mY SE 0 W� O U N U ln U p 4 W 1Pig wq 2 M H iq Z O 5LO K 4 s w QZ �O aw 4 �FE m O J FRF.- QN1932 sD.FT.: 1827 ISTATE: NY TYPE' CAPE MODCUSEL: TOM CAPE iDRAW D & W SCHEDULES 1SHEET 9 ANUeRSUN 206 SERIES vv1NDOVI BCHEDJLE MANUF CODE ROUGHOPENINU' MANUF TYPE REMARKS "11"1 AREA Su'S EIFRi.'AIR�IN ELS EGRESS -SEE JACKSDER � 1 ]D DOUBLE HUNG WINDOWS opY m V I 1849 26x51 ANDERGONI UUUBLE Huntil ab /.65 466 T9 .3 32%6 SPEC 1 MANUF 'ROUGHOPENING MANUF TYPE REMARKS 'V'AREA SO FT SO FT AIRINFILTR EGRESS HEADER A4CKS po °"'� o 1 26x' ANDERSON OOUbLE HUNG) 35184 481 3.06 .3 32 %6 SPF#2 - 1 1 CODE ._I _I LIGHT VENT RATES "SEE NOTES - IM r mW� F o=n I 2030 24"xW ANDERSON) DOUBLE HUNG) 351 579 3.32 21 .3 32 X6 SPF#2 1 I 1806 2218'x5]12 !D VINYL DOUBLE Hu1yU sBj 885 51 292 _3 32X6SPF#2 1 v ESz=k' a a z 12035 24"x41 ANDERStN47DOUBLE HUNGI 3% 6T, 253 3 32XB$PF#2 1 ;24210 22116x6512" 7D VINYL DOUBLE HUNU .sb TUGH Bbl 34 3 32X6SPF#2 11 , w zao,=pw� v1 >wF 1 2349 24"x57' ANDERSON) DOUBLE HUNG) .35 9221 588 36 .3 32 XB SPF#2 1 221/6'x 69 In' 7D VINYL DOUBLE HUNG .36 107 7A1 6.b4 .3 3G%SSPE#2 1� ��'z" I 9156 24" x w ANDERSON) DOUBLE HUNG) 35 10.691 8.97 _ 4.24 .3 32 X6 SPF#2 1 PF#2 1 261/0' x 3] 12" ]D VINYL DOUBLE HUPw __ __ w B tl d2 2 1 .3 32 XB SPF#2 1 I LL �_� s: p I 2080 24- W.x71 ANDERSON/ DOUBLE HUNG) 351 e�81 q'� 251 .3 32 X6 SPF#2 1 25118"x4112' 7D VINYL DOUBLE Hurvtal -- .1ti) 1.5 4.6 24 .3 32%65PF#2 1 ( Aox?arci z Jwwo pLn 1 2406 28'x98' ANDERSON) DOUBLE HUNGI JJ 2fi VW X 4912" 7D VINYL DOUBLE HUNG x e L be 3 .3 32X6 SPF#2 1 I i wF T o ? m E o n 35 793 4.98 302 .3 32%6SPF#2 1 1 243fi 26 x 4T ANDERSON/ DOUBLE HUNG) 1261/6.591/2" ]D VINYL DOUBLE HUNG 3b 10.75 13 _ 3 / _ _ _ _ .3 32 X6 SPF#2 1 m4 z x' m m m 1 2449 26 x 51 ANDERSON) DOUBLE HUNG) &5110791 722 4.3 3 32 Xfi SPF#2 1 t 301/8"x 3] 1Z ]D VINYL DOUBLE HUNG .3b 7 u bW 149 3 32 X6 SPF#2I 24W 26 x85" ANDERSON) DOUBLE HUNG) 35112.51 858 5.07 .3 32 X6 SPF#2 1 {/z� ETv k' L2480 20"x71 ANDERSONI DOUBLE HUNG) .35113,651 946 5% .3 32 X6 SPP#2 1 4 301/6'x4112' ]D VINYLDOUBLEHUN6 _ - .w) 66 be 2.6 .3 32X6SPF#2 1 I o=wn. >p I 2830 3/x36 ANDERSON/DOUBLE HUNGI 35171/1 484 292 3 32 X6 SPF#2 1 24310 30 7/8'x 491? ID VINYL DOUBLIE HUNU __ :YJ 103 71 3.5 3 32 X65PF4B 1 I z x zomm $ _zaz moN 2835 37x47 ANDERSON) DOUBLE HUNGI 3519ITS 5.91 3.51 .3 32 X6 SPEND 1 { 2412 301/8".5312" 7D VINYL DOUBLE HUNK, ab 1119 779 s9 .3_ 32 X6 SPF#2 1 I Jz o��lY"zM mw5 oda mo 2849 32"x51 ANDERSON/ DOUBLE HUNG 35112 39 B 58 5 .3 32X6 SPF#2 1 2446 301/6 x 57 112" 70 VINYL OpUBL1E nUrm _ - .3ti) 12 03� 847 _ 4.16 .3 32 %fi 5PF#2 1 I o0 2856 32"x68" ANDERSON I DOUBLE HUNG) .35!1433110.16 589 3 EGRESS) 32 X6 SPF#2 1 ; 2452 301/0'x65111 70 VINYL DOUBLIE NurvU _.sb)1s 71 Ltl3 496 .3 32X65PF#2 1 �" ?o JN ag�a ibi via,z„z Ow I 3030 36"x36" ANDERSONANDERSON) DOUBLE HUNG) 35)DOUBLE HUNG- 18751156 332 3 285D 37 �77 EGRESS/ 32 X6SPEC 1 1 28210 343/8'x3]12' ]D VINYL DOUBLE HUma .sb)tltl3 14.0S 11USI SIT 28 3 32 X6 SPF#2 1 p oaz-$�n� '�"'Z"- 38 mo I 30Wx4T ANDERSONI DOUBLE HUNG) 35)1023) 683 4 .3 J 32%6 SPF#2 1 1 2832 343!8 x41 TIT 7D VINYL DOUBLE HUNG .36 98 67 43 3 32X(3SPF#2 1 of mL" i ��a I 3049 Wx 5T ANDERSON) DOUBLE HUNG) 3511393 9SH b.7 3 EGRESS) 32 X6 SPFIQ 1 28310 34 N8"x 4912" 7D VINYL DOUBLE HUNG .x 111 6s 4.1 3 32X6SPFl2 1 < ow�ow8a ¢:y ut Ni ii; I solo 36x60' ANDERSON) DOUBLE HUNG) 35114.67 10.52 6 W .3 EGRESSI 32 X6 SPFM2 1 1 2842 34 NB' x 5312' 7D VINYL DOUBLE HUNG .% 12.67 9 0] 4 S2 3 32 X6 SPF#2 1 I w SC s w H -0 s o w 13056 33x86" ANDERSONI DOUBLE HUNG) 3511615/1175 6.72 3 EGRESS 32 X6 SPF#2 1 2846 3431W x 5712" _]D VINYL DOUBLE HUNG .3613.62 SETS_493_ .3 32X(3SPF#2 1 I pow waainz� ago (2)24W 4911T x38" ANDERSON/ DOUBLE HUNG) 35112.38 664_ 4.2 .3 32 X10 SPEC 1 2818 34 NB"x a91l7 /U VINYL DOUBLE NunU _ .3ti) 14 103 51 .3 32X5SPF#2 1 meamim<Z5"n Nwo PQD2856 8512'x88" ANDERSONI DOUBLE HUNG) 35130.0220.32 1178 .3 EGRESS/ 32 X10 SPF#* 1 2652 3a38'x6512^ 7D VINYL DOUBLEHUIVL, ae1a5 _11.54 b_/9 3 EGRESS 32X6SPF#2 or w.<sz wL¢ NSF 1272890 6512'x]2" ANDERSON] DOUBLE HUNG) 3513275 2244 1298 3 EGRESS 32X105PF#2 1 41 28590 3d 3/6"x7112' TD -VINYL DOUBLE HUMu _ su�in.n Id ID ba/ 3 EGRESS 32 X6 SPF#2 1 o�wnzW y�vm mwo �z Fes' o�N j (2) 3019 731//x51' ANDERSON)DOUBLE HUNG) .35129 061 19M 114 3 EGRESSI 32 X10 SPFM'2 2 1 2862 34 NB"x/112'_ 7D VINYL DOUelt nurvU _ _sb) 183 _13.8_ _ /_ 3 32 X6 SEEK 1 _ pJ ~�'^ mo aN G 11 mmy4o e`z M 1 (3) 24M ]5'x38' ANDERSON)DWBLE HUNGI 35)18751 986 63 .3 32 X10 SPF#2 2 30210 381/0'x3712' !D VINYL DOUBLE HIINIa Ni) 989 b/4 327 3 32 X6SPF#2 1 am^�: u�i�aoG d ;'^Wv I (3) 28M 99"x86" ANDERSONI DOUBLE HUNGI 35)45.38 W48 1767 .3 EGRESS] 3112'x911CLVL 2 8080 381/0'xdt ll2' ]D 'VINYL DOUBLE HUN .db109 16 3/ .3 32 X6 SPF#2 1 zm iw �z mS""wo?rca a m ] L3)2850 96 zT1' ANDERSON/DOUBLE HUNG) .35149.5/ 3386 1947 3 EGRE55)3112"x91ICLVL 2 { 30110 381/6".4912" ]D_ VINYL DOUBLE HUNTa 3b _13 94 47 .3 32X(3& 1 u oai.3• 'f ar �w m:f o�uy� 1 8)3049 111'x51 ANDERSON) DOUBLE HUNGI 35)4 394 23]3 171 3 EGRESS)311/2x9114"LVL 2 1 3042 3e 1/6x 5312' 7D VINYL WOULe HUNG .eb 1415 1035 513 .3 32 X6 SPF12 1 as<$om nk'zu uoi wo L 3450 40"x' ANDERSON) DOUBLE HUNG .35)1632- 11.95 678 .3 EGRESS 32 Xfi SPF#2 1 1 30,18 38118"x59112" ]D VINYL DOUBLE HUNG 361541 11.7 583 .3 EGRESSI 32 X65PF#2 1 ��z w`Vp�mi r =4 26x1658" ANDERSONI ORCLETOP I 30) 261 126 - .3 32 X6 SPF#2 1 1 W52 381/8'x6512 70 VINYL DOUBLE HUNG .36)1]33 1305 652 .3 EGRESSI 32 X6 SPF#2 1 �"vzi 3ow� o�am xw w. <z o�F< f -"m CRB 31.185'6 ANDERSON/ CIRCLETOP .30)3341 i7] - 3 32 %6 SPP#2 1 8068 3818'x8912' 7D VINYLDOUBLEHUNG .3tt)t839 13.95 6.99 3 EGRESS 34 X6SPF#2 1 oz o`;Fd'nm comm al um ¢oimz 1030 36x2056 ANDERSON) CIRCLE70P 3014.18 2.37 .3 32 Xfi SPM W58C SB 18'.7112' 7 'VIN LDOUB EHurvU w)ltl9s 1469 5 I .3 EGRESS/ 32 X6SPF#2 azmza mil~ <~ wpm �z FX°A49 38'x51 ANDERSON) PICTURE 311393) 1036 - 06 32 XB SPF#2 1 3pg2 361/8x7712' iU VINYL UUueIt HUNG 313 205 157 79 .3 EGRESS 32 X6 SPF#2 1 I ��ry4f 5"m--oa ao'mxs aw oT sono FX305D 38'xfi0' ANDERSONI PICTURE 31114.67 1098 - .C6 32 X6 SPFQ 1 34310 421/8"x4912' TO VINYL DOUBLE HUNG 36 144 106 b.2 .3 32X13SPF#2 1 I n e m mn m FX/849 W 51 ANDERSON) PICTURE .311 21 1(.86 - .06 32 X8 SPF#2 1 4I 3418 42 VWx 591? 7D VINYL DOUBLE HUNG 36 17.3 131 6.5 3 EGRESSI 32 X6 SPF#2 1 I F)Mfi50 54"x60" ANDERSON) PICTURE .31)2211 1765 7B 32 X8 SPF#2 1 ) 3452 4218'.6512" 7D 'VINYL DOUBLE HUNG 36) 191 14.7 7.3 3 EGRESSI 32 X6 SPF#2 1 I 1 FX5056 80'x66" ANDERSON) PICTURE 31127061 M.11 - Be 32XETSPF#2 1 i MSS 421/8•.6912' 7D VINYLDOUBLE HUNG .3/1203/ 157 7.8 .3 EGRESS1 32 X6 SPF#2 1 1 I F%9850 86x' ANDERSON/ PICTURE - -- - 31 2]061 22.11 - - 06 --- --32 X10 SPF#2 1 1 -EGRESSI 3848 461/6x5912 7D VINYL DOUBLLE HUMti .sb ttl Be9tl-I 145 ]2 .3 SS 32 X65PFi2 1 --- - - -------- CTN24 3018"x15'1118" 7D I GRCLEjj di C1N24 321 s2 1.1 - .1 32 X6 SPF72 1 1 "Theca ae rypcel Naetlar sizes finless ndee dhelWtse on Flaaplm" _ _ _ - - -- �- - C1N26 34 N8'xi]N16 7D GRCLETI'OP DH GTN26 .321 41 IS 1 32 X6 SPF#2 1 I ANDERSON 400 SERIES WINDOW SCHEDULE 1 CTN30 381/ax191n6'_ m CIRCLE IDH GINMIA21 bl 22 - 1 32X6SPF#2 1 I MANUF ROUGH OPENING1 MANUF, TYPE REMARKS"U"'AREA SO FT SO FT AIRINFILTR. EGRESS; HEADER 'JACKS "These ere tygcel header saes urleas noted oMmwlsaon Flobrylai" - .. I I LIGHT VENT PATES "SEE NOTES" I _ _ - _ - - - - CODE _ 7D SINGLE HUNG WINDOWS - -- - -- - - -- ---- 1 20210 25118"X371/4" ANDERSONI TW DH .32 656 3.68 218 .25 32 X6 SPF#2 1 1 MANUF. ROUGH OPENING/MANUF. TYPE REMARKS"U'AREA SO FT. SO.FT. AIRINFILTR EGRESS HEADER JACKS 2032 26118"x41114" ANDERSON/ TW DH .321 7.27 4.21 248 .25 32X6SPF#2 1 CODE _-I-- - - J EIGHT VENT RATES -SEE NOTES" 20310 261/8"x49114" ANDERSONI 1W DH _ .32j 8.69 5.26 309 .25 32 X_6 SPF#2 1 1846 2218'x571/2" 70 VINYL SINGLE HUNG 36 8.85 5.67 28a 13 32 x6 SPF#2 1 I I 24210 30118'X371/4" ANDERSON/ 106 DH 321 7.08 446 2.58 .2D re no x11#2 1 852 2218'.6512' 7D VINYL SINGLE HUNG 061008 659 3.3 .13 32 X6 SPF#2 I 2432 301/8"x41114" ANDERSON/ 106 DH .321 64 509 294 .25 32 X6 SPF#2 1 1656 22 v6 x69 v1 /D VINYL SINGLE HUNG .361107 los 353 .13 3z X6 SPF#2 1 11 20210 261/8"x371/1' 70 VINYL SINGLE HUNG 38I ,68 4.2 2.1 ,73 32 X6 SPF#2 t 24310 3018"x48714" ANDERSON/ TIN DH 3210.05 6.37 3.66 25 32 X6 SPF#2 1 'I 2032 2618"x4112' 70 VINYL SINGLE HUNG 3Bf 7.5 48 24 3 32 x6 SPFIQ I 2832 34118'x411/4" ANDERSON/ TW DH 9.54 598 3.39 .25 32 X6 SPF#2 1 11 20310 261/8'.4912" M VINYL SINGLE HUNGI31) 81 59 29 3 32 X6 SPF#2 I 28310 341/8"X49114" ANDERSONI 106 DH - _ 3211.41 7.48 422 .25 32 X6 SPF#2 1 24210 301/6x371/1' 70 I VINYL SINGLEE HUNG .3b) 18 502 2.47 13I_ 32 X6 SPF42 1 2846 341/8"x57114" ANDERSON) 1W DH 3Y 13.28 8.98 5.05 25 1 32 X6 SPF#2 2432 301/8'x411/1 7D VINYL SINGLE HUNG I ?D) ... 2e .13 32 X6 SPF#2 1 I 2852 34118-65114" ANDERSON/ TW OH .32!115.14 10.48 5.88 .25 EGRESS 32 X6 SPF#2 1 I 24310 3078"x49Et 7D VINYL SINGLE HUNG _. 6 103 71 3.5 AD 32 X6 SPF#2 1 11 2442 301/6"x53111 ID VWYL SINGLE HUNG 3611191 774 3.85 13 32 X6 SPF#2 1 I 28530 341/8x69114" ANDERSON/ 706 OH 32116.08 1122 505 .25 EGRESS 32 X6 SPF#2 1 11 2a6 30118'x571/1 7D VINYL SINGLE HUNG t$ 1203 842 419 13 32 X6 SPF#2 1 I 2882 34118"x7/114" ANDERSON/ 1W DH 3217.95 1272 713 .25 EGRESS 32 X6 SPF#2 1 1 2462 30116x6512" 7D VINYL SINGLIE HUNG 3613.11 9.78 488 73 32 X6 SPF/2 t 3032 381/8"x41114" ANDERSON[ TW DH _ 321067 6871385 25 32 X6 SPF#2 1 2466 3D t/6 x 69 In" 7D VINYL SINGLEE HUNG 3; 14b5 1046 52 13 32X6SPF72 I 30310 38118'x49114" ANDERSON] TIN DH .521276 8.59 4.79 .25 32 X6 SPF#2 1 I 2832 34 WeX4112" 7D VINYL SINGLLE HUNG .36 98_ 6.b ss 13 32 X6 SPF#2 1 3046 36118"x57114" ANDERSON/ TW DH .3814.65 10.31 5.73 .25 EGRESS 32 X6 SPF42 1 28310 34318'x49112" /u VINYL SINGLLE HUNG 3b 117 6.2 41 13 32 x6 SPF#2 1 2842 34316 x531/7' 7D •VINYL SINGLLE HUNG .41726/1 9.01 447 .13 32 X6 SPF#2 1 3052 3878"x65114" ANDERSON/ TIN DH 32 16.95 1203 667 .25 EGRESS 32 X6 SPF#2 1 1 2896 34 NB'x57117' 7D VINYL SINGLLE HUNG 36113621 9.79 487 13 32 x6 SPF#2 1 30560 38118"X691/4" ANDERSONI 106 DH 3217.99 1289 5.73 .25 EGRESS 32 X6 SPF#2' 1 1 2846 343,8"x59117 D VINYL SINGLIE HUNG as 14 1o.2 51 13 32 XS SPF#2 I 3062 38118'x771/4" ''ANDERSON] TW DH _ .3220.08 1461 8.08 .25 EGRESS 3@X6 SPF#2 1 2852 3438x6512 7D VINYL SINGLLEHUNG 36 tb.b 1148 _5.71 .13_ EGRESS 32X6 SPF#2 134310 4218x491/4' ANDERSON/ TW GH_.214.12 9.7 535 .25 32 X6 SPF#2 1 z858C 3438'x7112 70 VINILSINGLLE HUNG 361671 1..611 _Du/_ 13 3446 42118"x57114" ANDERSONI TW DH 32 !ba n.b4 841 M EGRESS 32 X6 SPF#2 1 2862 34&8 x7]12 7D VINYL SINGLLE HUNG % 183 138 ba 3 EGRESS 32 X6 SPF42 I 3452 42118"x65114" IANDERSONI TW DH 3211875 1358 746 .25 EGRESS 32 X6 SPFIQ 1 11 30210 3818"x371/7' ID VINYL SINGLLE HUNG x Han -6% 327 13 32 x6 SPF#2 1 I 13 34560 4218'-69 1/4" ANDERSONI TW DH 32 199 MS5 641 .25 EGRESS 3 30 2 X6 SPF#2 1 1 3032 3618"x 41 v7' D VINYL 5INGUE HUNG 3b 13 ifi 3.7 13 32 x6 SPF#2 1 I 310 3818'x4912' 7D VINYL SINGL36 LE HUNG . 94 4.6 i 13 32 X6 SPF#2 1 I CNR430118"x1734" ANDERSON CIRCLEtOP .aro 37 1.6 - .25 32 X6 SPF#2 1 1 3042 3818'x53 t2 7D VINYL SINGLE HUNG 36116lbI To 21 509 .13 32 X6 SPF#2 1 I CNT28 341/8"x19314" ANDERSONI CIRCLETOP 3701 4.7 - 2.2 1 .25 32 X6 SPF#2 1 1 3048 38119'x5972" _N VINYL SINGLE HUNG I A,11s41 1162 577 .13 (EGRESSI 32 x6 SPF#2 7 I CM30 381/8"x21314" IANDERSONI CIRCLETOP .3101 5.8 28 - .25 32 X6 SPF#2' 1 1 3052 38116%6512' 7D_ VINYL SINGLE HUNG I,3+)va3) 12.99 645 .i3 /EGRESS 32 X6 SPF#2 t 18-4446-08 97111'x56114" ANDERSON PICTURE 3'i 38.e . 264 6.4 .08 315x925 ML 2 1 3056 3B 1B"x69112" 711 VINYL SINGLLE HUNG :j 1H3V11368 691 13 EGRESSI 32 X6 SPF#2 1 1 30580 . 30 US'x 7112' 7D VINYL SINGLLE HUNG b 1tl 43 1433 577 13 1'_GRESSI 32 X6 SPF#2 1 1 I C45-BOWI 971/1'x617/8" .ANDERSON/ BOW .3;214191 216 14.2 .01 315x925 ML 2 3062 . 38 VIE x7712' 7D VINYL SINGLLE HUNG .36 205 15.7 ' 78 .13 I=_GRESS 32 X6 SPF#2 1 1 130.4446181 96"x58314" 'ANDERSON130 DEG BAY 3'1 39.21 264 64 .06 31.5x9.25 ML 2 1 34310 14218'x4912" 7D _ VINYL SINGLLE HUNG 39 144 10.5 5.2 .13 32 X6 SPF#2 1 /45-0446101 90718'x583/4" IANDERSONI45 DEG BAY .37 37.1 26.4 64 OB 1315x9 TSML1 2 3448 4218'x5912' 7D VINYL SINGLE HUNG 36 17.3 _131 6.5 13 EGRESS 32 X6 SPF#2 1 1632 147/2"x3012" ANDERSON SKYLIGHT INOPERABLE/OPERABLE/7B 3.1 2.6 - - 32X6SPF#2 1 3452 421/6"x6512" 7D VINYL SINGLE HUNG 36 191 tae 7z 13 EGRESSI 32 X6 SPF#2 1 1 1 1648 1412"XA612" ANDERSON SKYLIGHT INOPERABLE/OPERABLE 76 47 41 - 32 X6 SPF#21 1 I �. 421/8x86 v2" 1 7D ( VINYL SINGLE HUNG 39120.3 156 7.6 13 EGRESS 32 X6 SPF#2 1 1 2432 1 2212"x30112" 1ANDERSON I SKYLIGHT INOPERABLE/OPERABLE 1.741 4.8 I 4.2 1 32 X6 SPF92 1 1 1 1 X24 30116 x 151!161 7D � CIRCLETOP SH CTN24 3511 32 1.1 01 I I 32 X6 SPF#2 1 1 CTN20 34 318"x 17 3116" 1 7D i CIRCLETOP I SH CTN281.35 41 16 .01 32 X6 SPF#2 1 2448 12211/'x461/T ANDERSON SKYLIGHT INOPERABLEIOPERABLE 1.73 73 66 132 X6 SPF#2 1 I I C1N30 1381/8"x191/16"1 7D CIRCLETOP ISH CTN30135 51 21 01 32 %6 SPF#2 i ^ These fire typlcfil header sizes unless noted othermse on Floorplarl" ^ These are tygcal header noes unless noted othelvnse on Floorp161 " STATE APPROVAL STAMPS e " 'ARCHITECT SEAL DLANS AND SPECS OF THIS SET ARE CONSISTENT WITH NYS APPROVED PLANS, SPECS AND CONDITIONAL LETTER Saved 6/28/2005 916.45 AM by lsby It 021-03-040 o I �}yy d � 3 tl-'1 ? x MIS DOCUMENT AND THE SUB.ECT MATTER CONTAINED HERON IS PROPRIETARY, AND MAY NOT BE REPRODUCED MINUET THE WRITTEN PERMISSION OF "ProBuill Homes" z m 3mz� m Z -N O N� wN� z o� 0 a w �`a N �o 0 0 3\ by J (FILE: QN1932 ISO.FT.: 1827 (STATE NY 1 TYPE. CAPE MODEL. CUSTOM CAPE DRAWING D & W SCHEDULES SHEET: 9B 0 ra= �> Hnz 6111 F� w w �'oz �3 tau O- az � � w o ECD Vy0 V m z m 3mz� m Z -N O N� wN� z o� 0 a w �`a N �o 0 0 3\ by J (FILE: QN1932 ISO.FT.: 1827 (STATE NY 1 TYPE. CAPE MODEL. CUSTOM CAPE DRAWING D & W SCHEDULES SHEET: 9B SEISMIC ZONE "B" BRACED WALL LINE METHOD #3 UNDER SECTION R602.10.3 LOCATED MAXIMUM 25'-0" ON CENTER BUT NOT LESS THAN 16% OF WALL LINE ACCORDING TO TABLE 602.10-.1 58'-0" 76%BWP 9'-0 7/B" WALL PANEL 2'-6 13/16' 10'-10 7/B" WALL PANEL _ 14'-1 15/16" WALL PANEL _ 7'-5' WALL PANEL WALL PANE ED1 1 Imo_ it _ GABLE ROOF r. ! �--- - - _ COMPONENT AND CLADDING \ 0 ALL PICTURES BASED ON 109 WIND SPPED d z¢ EXPOSURE:B I a O H W O ROOFHF.i(:11T..2514, 3 � N PRESSURE ZONE: PRESSURE PRESSURE f z o ^� I TOWARDS I o Z o �\I n`III I #2 I wZm u �• — I #3 IIS 10 I � I -- 1 #4 12.4 I�'#5 12.4 1 1I 15-5 7/8" WALL PANEL I I- — I— I I I I I I I 7'-9 314" WALL PANEL NOTES PRESCRIPTIVE METHOD FROM NY STATE IRC SECTION R602.10.3 CATEGORY "A" IN LESS THAN 100 MPH WIND METHOD #3 EXTERIOR & INTERIOR WALL PANELS A) WALL SHEATHING = TABLE R602.3.(3) & SECTION R602.10.5 AND FIGURE R60210.5 w/ FIGURES A&B. B) WALL TO SOLE AND TOP PLATE = SECTION 602.10.8 AND FIGURE R602.10.5 w/ FIGURES A&B. !n Cb J Ste= a 3 oma m . 05 n Z M Q N 4 � H N N zC-D C, w� z W O ooz 000f H O z o. - O - O Z N < z W <� o� :D oa o (n m J h 3 c� Wm o�w - nHH Wo -- U IFILE: N7 CL] J oz a (STATE: 0o o �3 � O MODEL CUSTOM CAPE �NQoO I G IST FLOOR 3 W :2 Wro SHEET. q 0 /1 J�Jn JXJ JQJ 0 �w O C CD mI o BRACED WALL LINE METHOD #3 UNDER SECTION R602.10.3 LOCATED MAXIMUM 25'-0" ON CENTER BUT NOT LESS THAN 16% OF WALL LINE ACCORDING TO TABLE 602.10-.1 58'-0" 76%BWP 9'-0 7/B" WALL PANEL 2'-6 13/16' 10'-10 7/B" WALL PANEL _ 14'-1 15/16" WALL PANEL _ 7'-5' WALL PANEL WALL PANE ED1 1 Imo_ it _ GABLE ROOF r. ! �--- - - _ COMPONENT AND CLADDING \ 0 ALL PICTURES BASED ON 109 WIND SPPED d z¢ EXPOSURE:B I a O H W O ROOFHF.i(:11T..2514, 3 � N PRESSURE ZONE: PRESSURE PRESSURE f z o ^� I TOWARDS I o Z o �\I n`III I #2 I wZm u �• — I #3 IIS 10 I � I -- 1 #4 12.4 I�'#5 12.4 1 1I 15-5 7/8" WALL PANEL I I- — I— I I I I I I I 7'-9 314" WALL PANEL NOTES PRESCRIPTIVE METHOD FROM NY STATE IRC SECTION R602.10.3 CATEGORY "A" IN LESS THAN 100 MPH WIND METHOD #3 EXTERIOR & INTERIOR WALL PANELS A) WALL SHEATHING = TABLE R602.3.(3) & SECTION R602.10.5 AND FIGURE R60210.5 w/ FIGURES A&B. B) WALL TO SOLE AND TOP PLATE = SECTION 602.10.8 AND FIGURE R602.10.5 w/ FIGURES A&B. 0 L 400, I BLOIYGNG REWIRED FOR SUPPORT w OF SHEATHING ENDING IN MIDPOINT 24° MINIMUM CORNER UNDER SECTION R602.10.11, z OF WAU PANEL PER SECnON Rfi02.10.6 SECOND EXCEPTION #1 APPLIED AS PER FIGURE R602.10.5 ( TYP. ALL 4 CORNER) CED c5D r �/%l =1 I ==`11 7'-1 1/8" WALL PANEL I 7'-1 1/8" WALL PANEL -I 58'-0" 70%BWP BRACED WALL LINE METHOD #3 UNDER SECTION R602.10.3 LOCATED MAXIMUM 25'-0" ON CENTER BUT NOT LESS THAN 16% OF WALL LINE ACCORDING TO TABLE 602.10-.1 ® ® m 7'-9 3/4" WALL PANEL I 5-5 7/8" WALL PANEL I SER SNOS PER SELIIW I -I R6021 A5 FlWRES An i. PLATE _ i omR DECKING FLOSYSTEM PERIMETER OR ' SILL PLATE-, nE f` Dr DEICE To PROMN: � /AN 1800/ UPLIFT 1THI5 6 i Y My, " - ' REONREO_AT E�qV, CdVNER _ NOTES t :. `' °4+`'°• 41 -WINDOWS SHALL BE DESIGNED TO RESIST Ate, . s WIND LOADS INDICATED ON TABLE R301.2 -WITH SUN 3 Z 05, HEIGHT AND EXPOSURE AD3USTMENTS FROM TABLE R301.2 PER THE "RESIDENTAL CODE OF NEW YORK STATE" Smed 6/28/2005 9 18045 AM by pby IGW@2W THIS WCNENT ANO RIE SUMCT MATTER CONTAINED HEREIN 15 PROPRIETARY. AND MAY ROT BE REPROWCED 1RTHOUT THE WRITIFN PERMISSION OF 'P,OBuIN Homes !n Cb J Ste= rcz 3 oma w a; . 05 n zz s ::D�o � IL zC-D 0 0 � S V 0 y� m J m z W z W O ooz 000f — O EsB( LJ DRC' N Q °maw <� o� J � J oa o J Q J 3: a " 5xw o�w � m m � U a0 -- Of o �OAn IFILE: QN1932 CL] J 0 L 400, I BLOIYGNG REWIRED FOR SUPPORT w OF SHEATHING ENDING IN MIDPOINT 24° MINIMUM CORNER UNDER SECTION R602.10.11, z OF WAU PANEL PER SECnON Rfi02.10.6 SECOND EXCEPTION #1 APPLIED AS PER FIGURE R602.10.5 ( TYP. ALL 4 CORNER) CED c5D r �/%l =1 I ==`11 7'-1 1/8" WALL PANEL I 7'-1 1/8" WALL PANEL -I 58'-0" 70%BWP BRACED WALL LINE METHOD #3 UNDER SECTION R602.10.3 LOCATED MAXIMUM 25'-0" ON CENTER BUT NOT LESS THAN 16% OF WALL LINE ACCORDING TO TABLE 602.10-.1 ® ® m 7'-9 3/4" WALL PANEL I 5-5 7/8" WALL PANEL I SER SNOS PER SELIIW I -I R6021 A5 FlWRES An i. PLATE _ i omR DECKING FLOSYSTEM PERIMETER OR ' SILL PLATE-, nE f` Dr DEICE To PROMN: � /AN 1800/ UPLIFT 1THI5 6 i Y My, " - ' REONREO_AT E�qV, CdVNER _ NOTES t :. `' °4+`'°• 41 -WINDOWS SHALL BE DESIGNED TO RESIST Ate, . s WIND LOADS INDICATED ON TABLE R301.2 -WITH SUN 3 Z 05, HEIGHT AND EXPOSURE AD3USTMENTS FROM TABLE R301.2 PER THE "RESIDENTAL CODE OF NEW YORK STATE" Smed 6/28/2005 9 18045 AM by pby IGW@2W THIS WCNENT ANO RIE SUMCT MATTER CONTAINED HEREIN 15 PROPRIETARY. AND MAY ROT BE REPROWCED 1RTHOUT THE WRITIFN PERMISSION OF 'P,OBuIN Homes m Ste= rcz W r� w a; . 05 n Oacp�i =mr IL w 3 w(1i 3 0 0 � S V 0 y� m J m z W z W O N ~ �0 62w °maw <� o� o oa o a N a " 5xw m m � m m � Z J IFILE: QN1932 SD.FT.: 1827 (STATE: NY TYPE: CAPE MODEL CUSTOM CAPE DRAWING IST FLOOR SEISMIC LAYOUT SHEET. q 0 /1