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RC-0042-2018 (2) GENERAL NOTES GENERAL NOTES CONT'D TABLE R3012(1) 1. DESIGNED IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE W/NEW YORK STATE 16. HABITABLE ROOMS HAVE BEEN DESIGNED TO PROVIDE NATURAL LIGHT AND VENTILATION AT A RATE OF 8%AND 4% CLIMATIC AND GEOGRAPHIC DESIGN SUPPLEMENT. RESPECTIVELY. FOR HABITABLE WHERE EITHER IS NOT PROVIDED,ARTIFICIAL LIGHTING AND MECHANICAL CRITERIA VENTILATION SHALL BE PROVIDED.SEE TABLE PROVIDED FOR INDIVIDUAL ROOM CALCULATIONS AND COMPLIANCE 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN REQUIREMENTS. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER !CE BARRIER FLOOD AIR MEAN DIMENSIONS OR ELEVAT€ONS. DESIGN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE c DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL CLIMATE 17. A MECHANICAL WHOLE-HOUSE VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH M1507.3 PROVIDING LOAD d(mph) EFFECTS k REGION I DEBRIS ZONE CATEGORY a ZONE Y ( P ) f DEPTH n TEMP a REQUIRED h s INDEX i TEMP! 3. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL MEMBERS. CONTRACTOR SHALL NOTIFY ENGINEER A CONTINUOUS AIRFLOW RATE AS SPECIFIED OR INTERMITTENTLY OPERATING 25%OF EACH 4-HOUR SEGMENT WITH A OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE MINIMUM AIRFLOW RATE AS SPECIFIED. INTAKE AND EXHAUST OPENING LOCATIONS SHALL BE COORDINATED WITH 50 115 NO NO NO B SEVERE 4 FT SLIGHT-MOD 0° F YES NO 2500 45.2° F 6A O DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER. RESTRICTIONS OUTLINED IN R303.5 FOR SI: 1 POUND PER SQUARE FOOT=0.0479 kPa, 1 MILE PER HOUR=0.447m/s 3: CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION; 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. DWELLING SIZE IBR 2-3BR 4-5BR NOTES: '\ 1-- CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. < 1500 SF 30CFM 45CFM 60CFM a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE 1501-3000 SF 45CFM 60CFM 75CFM WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE,""MODERATE"OR''SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3).THE GRADE E 5, DESIGNED PER 2015 INTERNATIONAL ENERGY CODE W/NEW YORK STATE SUPPLEMENT. 30014500 SF 60CFM 75CFM 90CFM OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C90,C 129,C 145,C 216 OR C 652. 4501-6000 SF 75CFM 90CFM 105CFM b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1),THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM U 6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308.4 OF THE 2015 DEPTH OF FOOTING BELOW FINISH GRADE. p) INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH A(MANUFACTURERS LABEL, INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION; c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN W E DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH PERCENT OF CONTINUOUS RUN TIME IN EACH 4-HR SEGMENT-MIN CFM REQ'D TERMITE DAMAGE. ♦ S IT COMPLIES. SEE MINIMUM CATEGORY CLASSIFICATION OF GLAZING TABLE FOR GLAZING 25%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 4 d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)AI.WIND EXPOSURE CATEGORY SHALL BE •.rI W REQUIREMENTS. 33%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 3 DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION 8301.2.1,4. 50%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 2 e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97112-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL C 7, BUILDING SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM 66%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.5 PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN 75%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.3 BUILDING OFFICIAL. U_ HABITABLE ROOMS AT THE DESIGN TEMPERATURE. #_ THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERM NED FROM SECTION R301.2.2.1. w > 18. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF 8, TOILET, BATH,AND SHOWER FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE MINIMUM FIXTURE ILLUMINATE THE LANDINGS AND TREADS TOA LEVEL OF NOT LESS THAN 11 LUX OR I FC.A SWITCH OPERATING THE FIRST CODE OF ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AND DATES OF THE CLEARANCES DIAGRAM, LIGHTING SHALL BE INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY. CURRENTLY EFFECTIVE FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. ■� 9. ALL CO AND SMOKE ALARMS REQUIRED SHALL BE INTERCONNECTED.ALARMS SHALL BE CONNECTED 19. BASEMENTS, HABITABLE ATTICS,AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN EMERGENCY ESCAPE AND cc h DAMMING,THE JURISDICTION SHALL ANCE WITH SECTIONS FILL N THIS PART OF THE TABLE WITH"YES,"OTHERWISE,905.7.3.1 AND 05.E JURISDICTION WHERE THERE HAS SEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE W THE JURISDCTION SHALL FILL IN THIS PART OF THE TABLE WITH NO . � 3 TO THE PRIMARY BUILDING POWER SOURCE AZD SHALL CONTAIN BATTERY BACK-UP. RESCUE OPENING OPENING DIRECTLY TO THE EXTERIOR PUBLIC WAY. OPENINGS SHALL BE OPERATIONAL FROM THE i. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 ID INTERIOR WITHOUT THE USE OF SPECIAL DEVICES, KEYS,OR TOOLS. PROVIDE A MINIMUM OPENING OF 5.7SF FOR PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32°F)." � W 4) 10. ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED ABOVE GRADE LEVELS,AND 5.OSF AT OR BELOW GRADE.OPENINGS SHALL HAVE A MINIMUM CLEAR HEIGHT OF j. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USAW WITH MINIMUM 1/2 INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE. 24-INCHES AND CLEAR WIDTH OF 20-INCHES. SILL HEIGHTS FOR ESCAPE AND RESCUE OPENINGS SHALL NOT BE METHOD (BASE 32°F)." �` IL O INSTALLED HIGHER THAN 44-INCHES ABOVE THE FLOOR. BASEMENT ESCAPE OPENINGS SHALL HAVE A WINDOW WELL k. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC SIND SPEED-UP W W 11. IN ALL FRAMED WALLS, FLOORS,AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING INSTALLED IF GRADE IS ABOVE THE OPENING SILL ELEVATION(HORIZONTAL PROJECTION OF 3 FT FROM WALL FACE EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES". OTHERWISE, THE JURISDICTION SHALL INDICATE"Na'IN THIS PART OF THE TABLE. THERMAL ENVELOPE,A 4-MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE OF AND MINIMUM AREA OF 9 SF).WINDOW WELL FLOORS MORE THAN 44-INCHES BELOW ADJACENT GRADE SHALL HAVE L IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE INSULATION. LADDERS OR STEPS INSTALLED COMPLYING WITH R310.2.3.I. EXIT DOORS MAY BE USED TO SATISFY ESCAPE AND TABLE WITH YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. � > RESCUE REQUIREMENTS. m. IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"Na'IN THIS 12. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL PART OF THE TABLE. Uj AND HORIZONTAL BETWEEN BUILDING STORIES. BLOCKING SHALL BE INSTALLED VERTICALLY AT 20. EACH HOME SHALL BE AIR-LEAK TESTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND SHALL NOT EXCEED 3 CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN AIR CHANGES PER HOUR. p LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL OR z � W N � H GLASS FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED FOR FIREBLOCKING. REFER TO 21. ENERGY CODE COMPLIANCE FOR THIS HOME UTILIZES THE TOTAL UA ALTERNATIVE OUTLINED IN R402.1.5. SEE NOTICE r- 04 N � R302.11 FOR ADDITIONAL REQUIREMENTS. PROJECT SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE FOAM INSULATION MUST BE0 0) z r- c r = REQUIREMENTS OF THE THERMAL ENVELOPE. COVERED BY A 5 MINUTE v; 00 r, M 13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET. OPENINGS SHALL BE MINIMUM 22 INCHES BY 30 INCHES AND SHALL HAVE A MINIMUM 30 INCH UNOBSTRUCTED HEADROOM 22. INSULATING BAFFLES SHALL BE INSTALLED ABOVE INSULATION IN VENTED ATTICS BETWEEN EACH RAFTERS ORTHERMAL BARRIERcoCn (D LL , - HEIGHT. TRUSS CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE �� Vr j6 LO ROOF SHEATHING CLEAR OF INSULATION. 14. THE PLANS HEREIN HAVE BEEN DESIGNED FOR A DEAD LOAD OF 10 PSF FOR EACH FLOOR AND ROOF aca LEVEL, LIVE LOADS SPECIFIED IN THE UNIFORM LIVE LOAD TABLE,A GROUND SNOW LOAD OF 50 PSF 23. MOISTURE BARRIERS INSTALLED BENEATH SIDING OVER EXTERIOR WALL SHEATHING(HOUSE WRAP)SHALL HAVE NOTICE: I AND SLOPED ROOF SNOW LOAD OF 38.5 PSF,AS A SINGLE FAMILY DWELLING,AND FOR CLIMACTIC DATA LAPPED AND TAPED SEAMS COVERING THE ENTIRE SHEATHED WALL SURFACE.UPPER SEGMENTS OF WRAP SHALL Smoke detectors are required in bedrooms, IN THE DESIGN CRITERIA TABLE THIS DRAWING. LAP OVER LOWER LEVELS TO ALLOW MIGRATION OF WATER DOWNWARD OVER SEAMS. NOTIPE, adjacent to bedrooms and on each floor ALL FEDERAL,STATE,AND LOCAL CODES AND KRAFT PAPER INSULATION level including Cellar or basement. REGULATIONS SHALL BE CONSIDERED TO BE PART 15. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL.HAVE WALLS, UNDER-STAIR SURFACE,AND ANY 24. A MINIMUM OF 75%OF ALL LIGHT BULBS SHALL BE ENERGY SAVING TYPE. All smoke detectors & carbon monoxide OF THE BUILDING DETAILS AND SPECIFICATIONS SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12-INCH GYPSUM BOARD. MUST BE COVERED BY detectors shalt be lntercannnected with HEREIN.IF DISCREPANCIES BETWEEN THE CODES NONCOMBUSTIBLE BARRIER battery backup and located on all levels. AND REGULATIONS AND THE INFORMATION THE CONTAINED ON THESE PLANS EXIST,THE MORE C8 n manoxtd8 detectors or u# STRINGENT SHALL APPLY UNLESS THE INFORMATION oI�t®tU®eleepin� areae ertd ones 1 Ve SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION OF THE CODE,IN WHICH CASE THE CODE OR REGULATION SHALLTAKE PREFERENCE OVER PLANS- DIG LANS. _CALL B�OU DIG -- . - _ -WAIT THE REQUIREDTIME IRM UTILITY � . _ �'9'�r►--", _ RESPONSE KERS_ W! CARE 8:12? SAFE DIGGING IS EVERYONES RESPONSIBILITY! - -7 M__ . - PLEASE CALL 1$00-96 -7962 BEFOREYODIG. VISIT wwwAl9safelynewyork-oom FOR ADDITIONAL 12 TION.A rn1�- -_� IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF E TION LAW - _ ,:127� ... . r. _ _ FOR ANY PERSON,UNLESS CTK STATE ING UNDER THE 9:12: -- -_ -- -; � DIRECTION OFA LICENSED PROFESSIONAL -_ ENGINEER,TO ALTER THIS DOCUMENT IN ANY - .--- WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER -- - ��- NOTATION'ALTERED Or FOLLOWED BY HIS �- - � �- - --- - SHALL AFFIX TO THE ITEM HIS SEAL AND THE _ T t•_� - -- SIGNATURE, AND A SPECIFIC DATE F SUION H LTERATERATION. FT FI �,-- � �LIJ T - - _ - foo, �` I 1 - � ENGINEERS STAMP: BASEMENT EGRESS WINDOW AND ENCLOSUREIESCAPE IMELL.SEE NOTES ON FON PLAN AND DETAILS FOR MORE �� INFO - FRONT ELEVATION _ - �ORAT ` " FILE CQ Kno M,� LEFT ELEVATION �, �, L� NOT UMSEWD At WT BE 3116"=1'-0" D UC7NM FEB 0 2 .2018 REVIEWED FOR TOWN OF QUEENSBURY BUILDING DEPARTMENT t ENERGY CODE COMPLIANC; Based on our limited examination,compliance TOWN OF QUEENSBURY with our comments shall not be construed as BUILDING 8 CODES --=_= ------ - - --- lcathe plans full tai uvithanlhespecifications €kNng Codes of . � INne - wYork Stat_- REVISIONS .: -12_ 5 - _ _ ,' -- ----- ; �,m,r-n--- -nr-- -,.�-.e►�. Jnr. --.�,�- - : _T„_ _ _,.,_ .. �-,- _ _ _, 4 12 - - _. _ 711-1 J _ - - - - 3 _ -r� __ ,.... _ _ _ - - o -0" 2 w ._�-- - 9:12 m � 912J r -._ __._ •- 8:12_. �'�8 ol g .= `-- ��-.. - _. - PROJECT NO. 1298 � - -- -- - - ____ate--•,::-�,r. _.___- - - - - SCALE i AS NOTED } t - F iiuu� nn"i� u.i.r�amu Z DATE. 10/28/17 I DRAWN BY: VISION PROJECT: - - -- -- UJ o n CERRONE BUILDERS INC o " e 20 DEVIN CRT LOT 19 W S, tDRAWING TITLE g J CL BUILDING J TOWN OF QU S R BUILDING & 0 ELEVATIONS Reviewed B "Z REAR ELEVATION RIGHT ELEVATION Date: DRAWING NO. g 3116"=1'-0° UDWG 1 W© 296.14-2-17 RC-0042-2018 Cerrone Builders Inc. 20 Devin Court, Lot 19 OF 6 SFD W/gas FP 1973 s.f., Gar. 575 s.f. 51'-0" / 31 a a 4'-41/4" 4'-11 3/4" 4'-91/2" 5'40" 16'-61/2" r--------- --------- 8:12 _---__-� 8:12 II i L i I �-- PREFABRICATED ROOF I x,2'-4 114"/2'-5 1/4" , 2'-51/4"., V-31/4" 5'-10" i 1 1 ------- TRUSSES Q 24"O.C.(TYP.) Y a I ---------- -_ aC I �NC GIRDER TRUSS 11 11 a kl D 11 8:12 8:12 l i r------I I r-----I I I 1 1 II a ♦ \ ♦ ♦ � ICE AND WATER SHIELD b I 1 ` `♦♦♦ ` \�♦ ` `��� ` \�• 1 s EXTEND MIN.2'-0"BEYOND - REAR DEN `' ;�. II ♦ ♦ ♦ ♦ -= ` , ♦ ♦ 1 � I `� ♦\`�`� ♦�_ `♦ .\`�`� 1 I INSIDE WALL LINE(TYPICAL) -QLD GAS BURNING DIRECT VENT 1 `♦ �� ``♦�♦ `�` I i SEE NOTES FOR MORE W 3-2X4 KING STUDS AND JACK REAKFAS FIREPLACE.COORD.STYLE I ♦. _�. ♦ I a II �♦ ` ` ` �� II INFORMATION V STUD ES BETWEEN WINDOW AND FINISH WITH BUILDER 00 i `�\♦ `_ ;�`♦ i i i _ PRIOR TO CONST.INSTALL I ♦ I W OUNITS,TYPICAL(CENTER O - PER MANUF.SPECIFICATIONS 12" �,I ♦` \` I CONTINUOUS RIDGE I G WINDOW GROUP ON EACH FRENCH (TYP.U.N.O.) i VENT(TYP.) I WALL) t a u P_�" 8:12 1 1 �1 I 1 1 I& Q`� cr 1 __.---_ t OVERFRAMED STEPPED ROOF I I 1 �" TRUSSES OR 2X8 RAFTERS q 14'-5" _ � �'�l � i � -1•--7- PREFABRICATED ROOF W � 3-2X12 HDR UNDER DBL 24"O.C.AT SHADING TYP 11 TRUSSES 0 24"O.C.(TYP.) ` W c 0" TOP PLATE AT FP OPNG I``•\`•\�\I i i 11 I �Y Z 0 NOTE: I i ♦ ♦ �� 8:12 ��` `� 1, 8:12 1 I Iit MASTER BEDWOM ; - KITCHEN LAYOUT SHOWN BEDROOM#2 �� IS SCHEMATIC ONLY- 1 .�`♦`�`:���`� *�`♦` `♦�`� '•� ` t` L_ .I OVERFRA O r ♦ ♦ I `I ♦ ♦ tiv t" MED 2X8 AT 16" t� t-- ,- COORDINATE FINAL 1 - `� ♦ ♦ �� ♦ ` ♦ ♦ ♦ ♦- N I1 3 11 ♦ `� _� �� ♦ �� ♦� ♦��` `� 1 I I OC DORMER RAFTERS,SEE E LAYOUT WITH OWNER I ♦ ♦ ♦ ♦ . l I I I ♦ ` ♦_ ` ♦ ` ♦ ` `♦ ♦ ` ♦ ♦ I 1 SECTION FOR MORE INFO _ u? °j PRIOR TO CONST. I `♦ ` `♦ ` `♦ ` �♦ r- ` ` _ - ` 1 � rte.. � l`♦ ♦``♦♦♦ ♦�`♦`♦ `♦`♦`♦ ♦♦ 1�-` ♦ ♦ ♦ ♦♦ ♦ ♦ �I ♦ � ♦♦ I 1 (ITCHEN `t ` ; ` ; ` ` \ i I ` \ I 3-2X10 SYP HEADER OVER b ♦ ♦ ` ` ♦ ♦ I Lu I �- :12 1 FIXED 4016-2 TWIN BASEMENT • r ♦` ♦♦``♦` ♦♦_`♦` ♦♦\♦♦ ♦♦`♦♦ I� ♦ ♦ ♦ ♦ 'I ` 9:12\ 1 Ii i ♦ \� I TRANSOM WINDOW D EGRESS � LIVING ROOM � _ Y BELOW 3'-3" 7-4" T-11" �� II NOTE:TRUSSES AT DORMER 3 SMOKE - m I 2'-0" 3'-2 ii ii TO BE DESIGNED TO INCLUDE to v- N ALARM -�`I it �� I ROOF LINE LOAD(FOR FRONT 0 Z � N R 0 MIN.22X30 11 II - MLN.22X30 OPN.IN NOTE:TRUSSES AND BACK RAFTER BEARING O J ATTIC ACCESS '? 30 a 4 SMOKE SHEATHING BELOW WITH THREE POINTS)FROM DEAD LOAD OD Z 2 o ALARM 540" �I li OVERFRAMING FOR BEARING POINTS AT AND SNOW ALONG FRONT C ioCD a ® I PREFABRICATED ROOF I iI ACCESSIVENTILATION(TYP.) PORCH BEARING WALL OF DORMER 11- �L 3 W TRUSSES Q 24"O.C.(TYP.) it li DL=130 PL.F C 0 y M r_-- 2e FAN SL-325 PLF m a. ao ► I_ C.O. SMOKE ti b I.C.�t DET. ALARM iL DOUBLE 2X4 WALL TEMP. I I 11 6 I m Q' ®_ I 9:12 9:12 I ALL FEDERAL,STATE,AND LOCAL CODES AND 2 I . I 2 6 1 Tor BATH I I 11 REGULATIONS SHALL BE COWDERED TO BE PART SMOKE C.O. 11 -.c s 11 OF THE BILKOING DETA"AM SPECIFICATIONS O _ 10,-4 1/2" 6'-7 12" ALARM _ DET. GABLE END TRUSS 1I i t HEREIN.IF DISCREPANCIES BETWEEN THE CODES PANTRY • TYPICAL 11 I I AND REGULATIONS AND THE INFORMATION L'? ®6'-6" 1 M • 1 11 CONTAINED ON THESE PLANS EXIST,THE MORE ~SLOPED FLR) , 1 4 II ----JI STRINGENT SMALL APPLY UESS THE INFOR11MMON r 1 2 L -------- -=-- ===----J SHOIMd,DESCRIBED,OR NPLIED IS A VIOLATION I a 28 S o DBL FRENCH PKT DR 1 I OF THE CODE,IN WHICH CASE THE CODE OR 2 -- c 'I b •1•�. - � REGULATION SHALL TAKE PREFERENCE OVER PLANS. �. 2g SMOKE cp DIG PAFELY NEW YORK ' BASEMENT STAIR ALARM v 5-10 10,: 3'_s 13R AT 7.96"t FRENCH ® cALI.BEFORE IAR DIG -V1N1fT THE REOURED TYNE THE TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. -CONFIRM UTILITY RESPONSE LINEN 12T AT 9.0"t ROOF PLAN -RESPECT THE MARKERS THE TRUSS MANUFACTURER AND DESIGNER SHALL DETERMINE -DIGYNTHCARE I CRAFT RM ENTRY - 1r-5" 118"=1'� SEE SECTIONS FOR FINAL LAYOUT OF TRUSS FRAMING.CONTRACTOR SHALL REFER SAFE Is EVERYONEs RESPONSIBILITY! 6 4r o `0 ADDITIONAL INFO TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL PLEASE CALL�.aap4ggZ-�BEFORE YOU DIG I . LAYOUT,DESIGN„AND INSTALLATION INSTRUCTIONS. i SITww .d%p ewr«t-oom FOR ADDITK)NAL a r 2 DN 30 FRONT DEN H ROOF NOTES: I I A VIOLATION ON OF SECTION r"SUUeo,,�,ySM MUD _ 1. ROOF UNDERLAYMENT:UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE ����.UNLESS AC�SER THE Fa FAN � ROOM ' r I 10'-01f2" AND LAPPED MINIMUM 2 INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE.END LAPS SHALL BE OFFSET BY AT LEAST 6 FEET. ��OFA LKXNSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY BATH ® co ga r 2. ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN vwr.IF AN ITEM BEARING THE SEAL OF AN - COVERED N PLACE OF UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL ENGINEER 18 ALTERED,THE ALTERING ENGINEER TEMP. 10'-2 12" a SHALL AFFIX TO THE ITEM HIS SEAL AND THE �s 2a 2 $ PORCH W t LINE OF THE BUILDING. NOTATION'ALTERED BY'FOLLOWED BY HIS 2 3. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. SIGNATURE,THE DATE OF SUCH ALTERATION. (GONG.FLOOR) O BASE AND CAP FLASHING SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS. AND A SPECIFICDESCRIPTION OF THE ALTERATION. ii • U 4. VALLEYS:CLOSED VALLEYS(COVERED WITH SHINGLES)SHALL 8E LINED WITH ONE LAYER OF SELF-,ADHERING POLYMER N .. .�.- _ _ - - I r MODIFIED BITUMEN SHEET,THE VALLEY LINING SHALL BE AT LEAST 36 INCHES WIDE.OPEN VALLEYS(VALLEY LINING EXPOSED) SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE AT LEAST 24 INCHES WIDE.COPPER LININGS SHALL BE -- - BUILT-UP STUD OMINIMUM 1 LB WT.,AND ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS. SELF-CLOSING COLUMNS AT 5. ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP-FLASHING METHOD. 20-MIN RATED POINT LOADS 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE FOLLOWING MANNER:APPLY A 19-INCH STRIP OF FIRE DOOR (TYPICAL) UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES,THEN STARTING AT THE SAVE APPLY 336-INCH WIDE SHEETS, ASSEMBLY LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. 3-2X10 DROPPED PORCH-:/ EXTERIOR PORCH 7. TREY CEILING SHALL ALLOW FOR A 1'46"RECESS CEILING HEIGHT AT THE CENTER AREA WITH A 24-INCH FLAT CEILING AT THE 12"GYPSUM WALL BEAM AT PERIMETER COLUMNS COORD. PERIMETER OF THE RECESS,WHEN SHOWN OR SPECIFIED ON PLANS. ENGINEERS STAMP: BOARD ON STYLE AND FINISH 8. CATHEDRAL CEILING,WHEN SPECIFIED ON PLANS,SHALL HAVE INTERIOR CEILING SLOPE OF 4HAV UNLESS NOTED OTHERWISE. GARAGE WALLS WITH BUILDER 9. CONTRACTOR AND/OR TRUSS MANUFACTURER TO COORDINATE AND ADJUST HEEL HEIGHT OR OVERHANG LENGTH OF COMMON WITH (LOAD BRG.-MIN. TRUSSES AND RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS(SUCH AS PORCHES)TO ALIGN DWELLING 50001 LOAD FA.) THE FASCIA AT EXTERIOR PERIMETER OF BUILDING. *; . - .. r~ F71E Tl/EONTN� AREID[MHIlE m m MG M►rEmu1 & CODE REQUIRED WINDOW SCHEDULE Z FIRE RATED SEPARATION ZiD +� n ytANs.00ainelra MDP SII01J<DIIORlE UKMM i INSTALL 12"GYPSUM WALL DESIGNATION MODEL#k ROUGH OPENING(WXH) GLASSNISIBL.E LIGHT CLEAR OPNGNENT AREA REMARKS h e = BOARD ON GARAGE CEILING FI ' aA O 3050 3'-0"X5'-0" 11.4 FT2 5.2 FT2 SINGLE HUNG o g 2-CAR GARAGE 0OOB OE 3050-2 6'-0"X 51-0" 22.8 FT2 10.4 FT2 TWIN SINGLE HUNG ' C ) 2650 2'46"X 5'40" 9.1 FT2 4.2 FT2 SINGLE HUNG REVISIONS Dl J 2650-2 5'-0"X 5'4" 18.2 FT2 8.4 FT2 TWIN SINGLE HUNG 5 v 9-LITE Ea 2030 2'-0"X 30"'- 3.8 FT2 1.6 FT2 SINGLE HUNG 28 3 (2)1.75 x 14"LVL CONT.HEADER O 2636 2'-6"X 3'-6" 6.0 FT2 2.6 FTSINGLE HUNG 2 (SEE GARAGE PORTAL FRAME HEADER DETAIL) 180 7°0.H.DOOR L I G ' 50-50SL 5'-0"X 5'-0" 18.2 FT2 8.4 FT2 HORIZONTAL SLIDER 1 w a w EO(ABOVE) I O 40-50SL 4'4"X 5'-0" 13.4 FT2 PROJECT NO.: 1298 6.2 FT2 HORIZONTAL SLIDER 2'46" 11'.6" 11'-0" 5'-4" 8'-2 31,C 3'-1 3/8" 6'-8" 2 SCALE. AS NOTED 25'4r 16'-8" 13'-4" O 2040 Z'-0"X 4-0" 4.6 FT 2.0 FT2 SINGLE HUNG (R.O.HT ABOVE SLAB) DATE: 10/28/17 55 DRAWN BY: VISION . j NOTES: 40 FIRST FLOOR PLAN NOTE:USE PRE-CUT 1. ALL WINDOWS SHALL BE MANUFACTURED BY MODERN VIEW,VINYL SINGLE HUNG WITH LOW E. VERIFY FINISHES AND OPTIONAL FEATURES WITH OWNER PROJECT: STUDS FOR FIRST FLOOR PRIOR TO CONSTRUCTION. PROVIDE SCREENS AT ALL OPERATING UNITS. 1/4"=1'-0" TOTAL LIVING SPACE=1973t S.F. CEILING HT 9'-1 1/8" 2. fEFER TO DRAWING#6 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS. i10. WHERE FLOOR JOISTS ARE PARALLEL WITH EXTERIOR BEARING WALLS,INSTALL SOLID FULL HEIGHT 2X WOOD3. INDICATES UNIT COMPLIES WITH 5.0 SQ. FT. EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS. CERRONE BUILDERS INC PLAN NOTES: 20 DEVIN CRT LOT 19 101 1. ALL EXTERIOR WALLS ARE 2X6,UNLESS NOTED OTHERWISE. BLOCKING AT 36"O.C. INTERVALS ALONG PARALLEL WALL LENGTH IN FIRST BAY ADJACENT TO RIM JOIST.SEE 4. E INDICATES UNIT COMPLIES WITH 5.7 SQ. FT.EGRESS REQUIREMENTS FOR ALL OPENINGS. 12 2. ALL INTERIOR WALLS ARE 2X4,UNLESS NOTED OTHERWISE. SECTIONS AND DETAILS FOR MORE INFORMATION. 3. ALL INTERIOR DOORS SHALL BE PRE-HUNG 6-PANEL DOORS, UNLESS OTHERWISE NOTED.VERIFY WITH BUILDER OR 11. INSTALL DOUBLE FLOOR JOISTS AT 16"OC WHERE TUBS AND PARALLEL PARTITION WALLS OCCUR ABOVE. 5. ALL MULTIPLE-UNIT WINDOWS SHALL BE FACTORY MULLED,UNLESS NOTED OTHERWISE.VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION. DRAWING TITLE OWNER PRIOR TO CONSTRUCTION. 12. GARAGE EXTERIOR WALLS ARE 2X4,UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS,ROUGH OPENINGS,AND AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION. � 4. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD,UNLESS NOTED OTHERWISE. 13. FLUSH FRAMED 2X10 FLOOR JOISTS OR BEAMS SHALL HAVE SIMPSON U21016GA FACE MOUNT HANGERS TO 7. EXTERIOR SLIDING DOORS SHALL BE VINYL PATIO DOORS AS MANUFACTURED BY MODERN VIEW. MATCH FINISH WITH WINDOWS AND VERIFY OPTIONAL o 5. TYPICAL HEADERS SHALL BE BUILT-UP(2)2X10,UNLESS NOTED OTHERWISE.ALL HEADERS GREATER THAN 5'-0" SUPPORTING MEMBER(USE MULTIPLE PLY HANGERS AS REQUIRED,0210-2,U210-3,ETC). FEATURES WITH BUILDER PRIOR TO CONSTRUCTION. FLOOR AND ROOF a SHALL BE BUILT-UP(3)2X10 FOR 2X6 WALLS AND(2)2X12 FOR 2X4 WALLS,UNLESS NOTED OTHERWISE. 14. INSTALL A CONTINUOUS ROW OF 2X SOLID BLOCKING AT MID-HEIGHT OF INTERIOR BEARING WALLS. 8. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT&A 1 3/8"ABOVE SUBFLOOR. PLANS W 6. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 V2 INCHES BEARING. 15. AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE,INSTALL LANDING(UNLESS AT 9. ALL WINDOWS MUST BE INSTALLED WITH A CHILD SAFETY LOCKING MECHANISM PREVENTING THE WINDOW FROM OPENING MORE THAN 44NCHES WHEN ILI � 7. INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3"BEARING EACH SIDE WHEN THE SPAN IS 5FT OR PORCH),TREATED STAIR,GUARDS,AND HANDRAIL PER CODE.SEE NOTES FOR MORE INFORMATION. THE SILL IS LESS THAN 244NCHES ABOVE THE FLOOR ANDIOR THE SILL IS GREATER THAN 72-INCHES ABOVE OUTSIDE ADJACENT GRADE. GREATER. USE MINIMUM 1 112 BEARING EACH SIDE WHEN THE SPAN IS UNDER 5FT.WHERE POINT LOADS EXIST OVER 16. CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE REQUIREMENTS.COORDINATION LOCATION IN 10. PROVIDE SAFETY GLAZING AT ALL LOCATIONS DEEMED HAZARDOUS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS.SEE NOTES AND TABLES ON DRAWING NO. s HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 3"BEARING EACH SIDE,U.N.O. FIELD. MINIMUM ATTIC OPENING SHALL BE 22-X30"AND THE PERIMETER SHALL BE SEALED WITH A COMPRESSIBLE DRAWING 86 FOR ADDITIONAL INFORMATION. 8IN TABLE ON DRAWING LMB. GASKET WITH FULL INSULATION DEPTH OVER THE ACCESS DOOR. . INSTALL WATER CLOSETS,LAVATORIES,AND SHOWERS WITH CLEARANCES AS INDICATED 3 a 9. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOR. 17. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. . iJOoc�� �vbT ME�c`t T�� p. R �r R1Lt,��� EQv�� v � L o aw� 2 � �Q OFA - 1 r 44)" 15'4" 9'4« 26*4" TYPICAL ROOF CONSTRUCTION (2)2X10 RIM JOIST OVER -ASPHALT ROOF SHINGLES OPENING EXTENDED MIN 12 -15#BUILDING PAPER 12 -lr2 INCH APA ROOF SHEATHING - BEYOND OPNG EDGES -ENERGY TRUSSES AT 24"OC W/H2.5 �_- -- - - -- -- - - - - -- - - - - -', .� .. 2 AND RAISED HEEL (2)#4 HORIZ BOMAN KEMP CLEAR SEE PLAN -SNOW AND ICE SHIELD AT PERIMETER I I O REINFORCING ABOVE co LEXAN GRATE EXTEND 24 INCHES INSIDE EXTERIOR I I I I AND BELOW AND COVER WALL LINE I I EACH SIDE OF C.I.P. I L-- --- - -- - - - BUCK EXTENDED 2FT 36"MIN' BOMAN KEMP STEEL V I I I �I BEYONO OPNG EACH SAFETY GRATEW I L - - --- - --- -_ J END SIMPSON H2.5(TYP) ALUMINUM DRIP EDGE(INSTALL U I I , ( BOMAN&KEMP UNDER ICE&WATER MEMBRANE), BOWMAN KEMP( 5236-00 EASY-WELL EASY-BUCK � AND TRIM C 2X6 SUB-FASCIA p I ( r' 2'-0"X2'-0"X10"THICK I I BOWMAN KEMP •- BOMAN KEMP 4'-0 � � I INTERIOR FOOTING I I b 4040 YINYL ESCAPE LADDER I I EGRESS WINDOW FIBERGLASS BATT VENTED SOFFIT W/(3)#4 REINF.EACH I I . > I I WAY TtFTG.ELEV. I I INSUL(MIN.R-38) to N I I (+0'4r) _ ( r------------I BASEMENT I I I I 1 I DRAINAGE STONE �.__/ •�! +% Vft (4)2x10 SYP , . �'- - - -- - -- _ -;- " - --- --- - --- - - - - - --- - COMPACTED (T1fP CAL)DOUBLE OP PLATE - TYPICAL` EXTERIOR VINYL CONSTRUCTION SIDING AND TRIM Z m I.r r r� r.� ..I r.....«. r r ��.m �+--1 - _ - -TYVEK HOUSE WRAP 3 I I L J (DROPPED) L J L--- -- - - - -- _ - - - -- -- -- - -----�T:_,:_._:_„_:._:._.l_ i � - � oc i BACKFILL BELOW 1/2 INCH APA WALL SHEATHING I 7'-9 5/18” 7'-9 5/18" 7'-9 5/18" _ �` WINDOWWELL -2X6 STUDS AT 16 INCHES O.C. W I I I = I 8"FDN._ -6 INCHES FIBERGLASS BATT INSULATION IL 8'4)"R-13 FIBERGLASS ROLL (MIN.R-21). UN-FINISHED BASEMENT CANTILVER FLOOR JOISTS , INSULATION WITH FSK FACING OVER T I WALL 1ST FLOOR -4 MIL.POLYEHTYLENE VAPOR BARRIER I FOR FIREPLACE ABOVE CONTINUOUS 2X4 FURRING TOP AND I = I -lr2 INCH GYPSUM WALL BOARD BOWMAN KEMP 4040 EGRESS SEE FLOOR PLAN FOR '� BOTTOM(TYP.AT PERIMETER) � I I WINDOW SYSTEM WITH C.I.P. 4 THICK CONCRETE SLAB ON DIMENSIONS o I _ I c GRADE OVER 10"COMPACTED 1 I ! 2X6 P.T.SILL PLATE EASY-BUCK FRAME.WINDOW SILL SUBBASE&6 MIL POLY VAPOR ® � j' I ( HEIGHT SHALL NOT EXCEED 44• Lu _ BOTTOM PLATE(TYPICAL) BARRIER. T/SLAB ELEV.(+0'-4") c$ O ( -- I " - 89 I I ABOVE FINISH FLOOR. INSTALL(2) 0 M io 2X10 RIM JOIST OVER OPNG,SEE 4 n p 2X10 RIM JOIST(TYPICAL) z 3 00 � I I DETAIL FOR MORE INFO I I - NN BOMAN&KEMP 5236-80 2X10 FLOOR JOISTS 61NCHES FIBERGLASS BATT INSULATION �' � -I I u I MIN.R 21 TYPICAL AT RIM JOIST 0 Z ~ N Q TYPICAL DETAIL AT BASEMENT EGRESS _ ( ) ( ) cc _ ,. I ( EASY-WELL (10.3 SF AREA,38"x52") I ( � �-• C� I ( ADJUSTABLE STEEL 2-0"X2-6"X10"THICK CD >� a SMOKE C.O. COLUMN-SEE TYP. ZV-31511fr FOOTING WITH(3)#4 ( I NOT TO SCALE DROP GRADE MINIMUM 6"IN r a I CD R DETAILS FOR MOREREINF.BARS EACH WAY I I �- FIRST 10'-0"(TYPICAL AT PERIMETER) m LL ALARM 0 INFO,TYPICAL T/FTG ELEVATION(+0'-0") I I �_ rn c (TYP.5 LOC'S) ( I ttpp m o 8'-3 5/18" - 8'-3 5/1W 8'-3 5/16" 8'-3 5/16" 8'-3 5/16" FULL HT.CONTINUOUS W WALL N ('} CLF`- 1 (-- `1 f—`" `I ( 1 I I PERIMETER FSK FACED r1 ( I (4)2X10 SYP ( I ( BATT INSULATION " FOUNDATION DAMPPROOFING s� r- r r �"�r r r r r r «� �r r rrr�r �«�r r rr� r r r r ( ALL FEDERAL,STATE,AND LOCAL CODES AND I I I 1 ( (DROPPED) I I I I I I REGULAI I Lv BUILDING SHALL BE ANS s�FWAna� I L-_J L_ _J L __ J L _ -J L _J I I 4 INCH CONCRETE SLAB AND REGULATIONS ANC THE ETVWEEt,1TION I I I BASEMENT .- HEREIN.IF DISCREPANCIES BE7Y1�N THE 000Es I i� ON GRADE "� FOUNDATION WALL(SEE CONTAINED ON THESE PLANS EXIST 7 E MORE I BEAM POCKET.SEE 16"X10"CONTINUOUS CONC. I STRINGENT SHALL APPLY UNLESS THE INFORMATION ITION M #2 CRUSHED STONE TYP.FDN.WALL DETAIL) $S�'DESCRIBED, CH IMPLIED CODE R I I TYPICAL DETAILS DRAWING 2-2X10 FLUSH AT STAIR FOOTING WITH(2)#4 REINF. I I ELSUBBASE REGULATION SHALL TAKE PREFERENCE OMER PLANS. FOR MORE INFORMATION OPNG , CONTINUOUS(TYPICAL) I I AND 6 MIOR LGV POR BARBER I I DIG SAFELY NEW YORK T/FOOTING ELEV.(+0'-0") I I -CALL BEFORE YOU DIG I � o -WAIT THE RECLIIRED TIME -n BASEMENT SASH--� �I i _ _CONFIRM u nuTY RESPONSE I I q S (TYP.)-COORDINATE 4- , UNDISTURBED SUBGRADE SPECT THEMAR� 16"X5'-0"X10"THICK 2-2X10 FLR JOIST EACH 0 M QUANTITY AND I I °� CARE FOOTING WITH(3)04 /SIDE OF STAIR OPNG c> p LOC'S.WSUILDER I I \ SAFE DIGGING IS EVERYONFS RESPONSIBILITY! '/ 2-0"X2'-0"X10"THICK y, PLEASE CALL 1.80a6e2-7982 BEFORE YOU DIG. REINF.BARS EACH WAY T-F tTo PRIOR TO CONST I I Vnn. ,a„ FM�.I� I _ -I INTERIOR FOOTING „� I I 2'-0"X2'-0"X10"THICK T/FTG ELEVATION(+0'-(") °a W/(3)#4 REINF.EACH I I _. = - Imo' I I INTERIOR FOOTING °D �~-� FREE DRAINING SAND BACKFILL IT IS A VIOLATION OF SECTION 7209 SUBDIVISION WAY T/FTG.ELEV. I ( W/(3)#4 REINF.EACH (+0`-0") 8"FOUNDATION WALL I I I I WAY t/FTG.ELEV. � I� 2 THE NEW YORK STATE EDUCATION LAW (+0'_0") ��212„ (TYPICAL) I I _7% \--p- FOR ANY PERSON,UNLESSPROFE3 PROFESSIONAL DIRECTION OF A LICENSED PROFE8310NA1 ENW*r:R,TO ALTER THIS DOCUMENT IN ANY TYPICAL 1-STORY BUILDING SECTION . VYAY.IF AN ITEM BEARING TME SEAL OF AN 1 II ENGINEER 18 ALTERED,THE ALTERING ENGINEER I I � I 1• I I _ — I i �� NOT TO SCALE SHALL AFFIX TO THE ITEM HIS SEAL AND THE I i i �- -'-" -' --"-"-- - '- "'-' ! "- -"- - '- --- - (3)2X10 SYP I I 1.__,11 NOTAl"'ALTERED BY'FOLLOWED BY HIS I (DROPPED 3'= �� r ' w'r """f' ...��r L------------ Ac 1 SIGNATURE,THE DATE OF SUCH ALTERATION, r r (3)2X10 SYP r r rrr� r r r���. � L J ) L J k I — —— L J (DROPPED) I j------------� � AND A SPECIHC DESCRIPTION OF THE ALTERATION. I I 6-611/18" 6•-61v18" 6'-611/16" I r- - - - ---- - ----- -- - ( ( I h F4, iV I _ ( I 4"t THICK CONCRETE SLAB ON I I 6'-0" - 6'-0` I REINFORCE FDN WALL GRADE OVER 8"COMPACTED - I SEGMENT W/#4 VERTICAL 24" I I 1 " § I I 1��`tl!I ( O.C.AT GARAGE&PORCHI ( SUBBASE.T/SLAB ELEV.(+8-4) ;C I I I I �--------- + ___ � L- -------- - - ---- --- --- -- -j L-- - - ---- -- --- --- -- - - J L- - ----- - -- - --- - � I GRADE I- ----- - -_..- � -- - --- --- - --- --- -- -- i _RECOMMENDEQ ._ ._..- ---- -- - - --- ---- -- ---------- - � r�_ �.__. -_ 's �- ', .^._ I I INDICATES APPROX. I LOCATION I - =_='-== ENGINEERS STAMP: I i STEPPED FTG. ( I I I LOCATION-SEE I DETAIL DRAWING#6 I— I I FOR ADDITIONAL 105 ` I I INFORMATION I I I 04 HORIZONTAL 3 7tECNAIENORMll1E I Ici Ir BUILDING COMPONENTS NK INYEMILLI ,AL I I I ( l BITUMINOUS FOUNDATION 00 SEE GARAGE SECTION cAND" p� �g OOq IWrK I I 4"THICK CONCRETE SLAB ON I ( . l 6"FDN. DAMPPROOFING 41NCH CONCRETE V m GRADE OVER 6"COMPACTED V I ; I WALL SLAB ON GRADE OVER va 2X4 OR 2X6 P.T.BRG.PLATE ' SUBBASE.T/SLAB ELEV. (+7'4r*) m I , VERTICAL REINFORCING COMPACTED FILL w (SEE PLAN FOR WALL SIZE) I I Z I I / I WHERE SPECIFIED ON PLAN AND SUBBASE z I i L 6" - SEE FDN PLAN AND m TWO-CAR GARAGE I b l� PLAN NOTESfb I m UNEXCAVATED i I I m I I BASEMENT I I p m I ( I MID-HT RIZONTAL AT WALL _ � �, , REVISIONS I I � � I ( , I ���` 5 NS PERIMETER M T ER BASEMENT PLAN _ _ - #4 HORIZONTAL PER 4 NOTCH TOP OF FOUNDATION ( l GRADE iI i I I WALL(-0-4")BELOW TOP I I I OF SLAB ELEVATION INDICATED I I s I 3 AND OVERPOUR CONCRETE I ( l _ = 2 u#i I #4 HORIZONTAL SLAB.SEE TYP.DETAILS(TYP. I I I + I I AT SHADING)V1111111 � - , (OPTIONAL,REQUIRED O I I oe I r FOR 9FT FDN WALL HT W I I I ( ONLY) PROJECT NO.: 1298 14'-9 314" 18-4117 I I 1'-9 3/4" b I f NOTE:NO VERTICAL FOUNDATION - SCALE: AS NOTED m -- --- - --- - ---- - -- - - - - -- - I - ———— -� i l / WALL REINFORCING REQUIRED AT 14 1 I FROST WALLS BACKFILLED ON Z DATE: 10/28/17 1 � /� BOTH SIDES EVENLY.FREE DRAINING SAND W _ (GP,GW,SW,SP SOILS) BACKFILL b _ DRAWN BY: VISION 25'-0" 16'-8" 13'-4" 55'40" — IPROJECT: �_: #4 VERTICAL DOWELS Q 48" T/FOUNDATION WALL - O.C.EXTENDED INTO CERRONE BUILDERS INC FOUNDATION PLAN ELEVATION (+V4)") FOOTING 1/4"=1'-0" (TYPICAL,UNLESS NOTED 20 DEVIN COURT LOT 19 VVV • OTHERWISE) #4X2'-0"LONG DOWELS AT EACH (2)#4 CONTINUOUS % PLAN NOTES: CORNER AND 4'4"O.C.IN BETWEEN ' 1.ALL FRAMING DENOTED AS(SYP)SHALL BE SOUTHERN YELLOW PINE AS SPECIFIED IN THE MATERIALS NOTES ON DRAWING 06. {2)#4 CONTINUOUS DRAWING TITLE 2. FOR HEADERS AND BEAMS AT FLR JOISTS INSTALLED FLUSH,USE SIMPSON U21016 GA FACE MOUNT JOIST HANGERS(TYP.) FOUNDATION PLAN 3. DO NOT BACKFILL FOUNDATION WALLS MORE THAN V ABOVE TOP OF FOOTING UNTIL WALLS ARE BRACED BY FLOOR FRAMING WITH SHEATHING INSTALLED. TYPICAL FOUNDATION WALL DETAIL $ 4.THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS. TYPICAL GARAGE FROST WALL SECTION AND DETAILS 5. REFER TO TYPICAL FOUNDATION SECTIONS AND DETAILS FOR REINFORCING AND OTHER REQUIREMENTS NOT SPECIFIED ON PLAN. NOT TO SCALE SEE TYPICAL BLDG SECTION FOR NOT TO SCALESEE TYPICAL BLDG BECTON FOR °1 6.COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY OWNER/BUILDER PRIOR TO START OF CONSTRUCTION. INFORMATION NOT SHOWN o 7.NAIL EACH LAMINATION OF DROPPED MULTI-PLY FLOOR BEAMS WITH(3) 18d AT 16"OC FOR ENTIRE LENGTH.MULTI-PLY LVL BEAMS SHALL BE BOLTED WITH 12'0 THRU-BOLTS AT 24"OC. INFORMATION NOT SHOWN 8. PERIMETER FOUNDATION WALLS SHALL BE REINFORCED WITH MINIMUM(2)#4 HORIZONTAL REINFORCING AS SHOWN ON DETAILS AND 04 VERTICAL WHEN AND WHERE SPECIFIED ON DRAINING NO. z jr FOUNDATION PLAN.SEE TYPICAL FOUNDATION WALL DETAIL FOR MORE INFORMATION. 9. BOWMAN KEMP 4040 EGRESS WINDOW HAS A NET CLEAR OPENING AREA OF 7.03 SF,MINIMUM CLEAR WIDTH OF 21.75"AND MINIMUM HEIGHT OF 45.375'. DWG 3 OF 6 CONT.RIDGE VENT(TYP) Im 8 t7 12 v �8 W PRE-MANUFACTURED ROOF J WW TRUSSES AT 24"OC. SEE NOTES FOR MORE INFO ob R-38 BATT INSULATION z $ z 3 W - u W Y O L . DEN BATH BEDROOM m Z � C-4 � z °' T a QC4 c*4 ©r R-21 BATT INSULATION C �p !sp W U 2X10 FLOOR JOISTS > O AT 16"OC N d ti ALL FEDERAL,STATE.AND LOCAL CODES AND r REGULATIONS SHALL BE CONSIDERED 70 BE PART VENT(TYP) OF THE BUBJ3ING DETAILS AND SPECIFICATIONS CONT. RIDGE x. HEREIN.IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST,THE MORE DROPPED BEAM DROPPED BEAM STRINGENT SHALL APPLY UNLESS THE BORIIAATION SEE FDN.PIAN SEE FDN.PLAN SHOWN,DESCRIBED,OR SIPLED IS A VIOLATION OF THE CODE,IN V"CH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLM. PERIMETER FSK joDIG SAFELY IgWYORK STEEL PIPE COLUMN —.� ROLL INSULATION -CALL BEFORE YOU DIG BASEMENT SEE FDN PLAN -COro M UnRRESPONSE IW FLAT 2X12 BEARING AND DETAILS -RESPECT THEVARIIERS PLATE,CONTINUOUS t? W -DIG VWTH CARE Go SAFE DIGGING IS EVERYONES RESPONSIBILITY! 12 12 PLEASE CALL 1 eoo see-T962 BEFORE YOU DI3. VISIT www d�falpnsv"k.mm FOR ADDITIONAL N3 INFORM m&. 4r INTERIOR FOOTING IT Is A VIOLATION OF SECTION 7200 SUEIDMSICN SEE FDN PIAN 2 OF THE NEW YORK STATE EDUCATION LAW OVER-FRAMED DORMER FOR ANY PERSON.UNLESS ACTING UNDER THE WITH 3'4"HIGH 2X4 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY BEARING WALL AND 2X8 +++ MY.IF AN ITEM BEARING THE SEAL OF AN " ENGINEER IS ALTERED.THE ALTERING ENGINEER RAFTERS AT 16"OC,SEE I I I I I I I. I I I I I II I I I I I I I I I I I I I I I I I f I I I II I I I I SHALL AFFIX TO THE ITEM HIS SEAL AND THE ROOF PLAN FOR PRE-MANUFACTURED ROOF t4 TRUSSES AT 24"OC.SEE NOTATION'ALTERED Or FOLLOWED BY HIS INFORMATION c� NOTES FOR MORE INFO /NDASPECIFICEEDE��OF�ALTERATION. 240" T.RIDGE SECTION THRU BUILDING VEENNT(TYP) sib"=r-o SEE TYPICAL BUILDING SECTION AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN DROPPED PORCH ENGINEERS STAMP: BEAM SEE PLAN Y• 12 �•'.t \ 9 F 7!{II ANE MOf N� ML O Y*AMIIm LOAD-BEARING c Inc PORCH COLUMN COVERED L WT K '11 ��IRUCIIOU PORCH ENTRY LIVING ROOM PRE-MANUFACTURED ROOF TRUSSES AT 24"OC.SEE NOTES FOR MORE INFO C�� R-21 BATT INSULATION 4"±CONCRETE PORCH 2X10 FLOOR JOISTS SLAB-SEE PLAN � AT 16"OC REVISIONS 5 _ SLOPE ------ 4 3 � DROPPED BEAM PERIMETER FSK 2 SEE FDN.PLAN ROLL INSULATION TUVG-CAR GARAGE 1 $ 54r w PROJECT NO.: 1298 STEEL PIPE COLUMN enclu D SEE FDN PLAN BASEMENT b SCALE: AS NOTED AND DETAILS ao rn DATE: 1 Q/28l17 1 ce o DRAWN BY: VISION U PROJECT: EXTERIOR FOUNDATION \ - INTERIOR FOOTING ?; 4 WALL SEE TYP.SECTION SEE FDN PLAN CERRONE BUILDERS INC FOR INFORMATION ..� \ 20 DEVIN COURT LOT 19 — - \ \a.3 '�y� . _,> ;c�: �_- :,,.• . :. ;:.," . . �' ::\. �. .. ,::,. DRAINING TITLE � BUILDING SEE TYPICAL BUILDING SECTION SECTION THRU BUILDING WITH PORCH SECTIONS le AND TYPICAL DETAILS FOR ADDITIONAL 318"=1'-0" INFORMATION NOT SHOWN SEE TYPICAL BUILDING SECTION DRAWING NO, 5 SECTION THRU GARAGE AND TYPICAL DETAILS FOR ADDITIONAL \' ''` Z INFORMATION NOT SHOWN DWG 4 1® OF 6 U OTCH SILL PLATE AT 3"MIN CLEAR SPACE FOR T/FOUNDATION WALL BEAM POCKET AS REQ'D VENTILATION,OTHERWISE USE 2"CL TYP FLOOR JOISTS PER PLAN 12 BAFFLESNENTS EACH BAY - MEMBRANE FLASHING - - - - - SEE PLAN 2'-0"MIN. 1 BASEMENT SASH OR 1 JOINT SEALANT - - - - - - - - - - - - - - - - - 4 —MINIMUM 10"HEEL 1 OTHER OPENING 1 ROOF TRUSSES AT HEIGHT FOR OC INSULATION ~ 1 BEAM-SEE PLAN CONCRETE SLAB ___ _ I____ __ ____ ______ SLAB SUBBASE • RAISED HEEL = .,� 1 - 1 MIN.(3)8d NAILS SHEATHING TO 1 COMPACTED FILL L-� ENERGY TRUSS LY C (1)#4 REBAR ' � VERTICAL WEB OF TRUSS,TYP all (1)04 REBAR 1 ES OF OPNGS � 3N6 �/ � SLOPE 1/2"CL (TYPICAL 3 SIDES) EXTENDED MIN. 1 FULL HT 1 / I - SEE J 2'-0"BEYOND 4 1 I LG SLAG BOLTS /16"X BEAM WIDTH X s"LG I ' OPENING EDGES L-FOUNDATION WALL BEARING PLATE EACH END OF _ LAN SIMPSON H2.5 AT P a O ALL SIDES 1 ( COLUMN WELDED EACH TRUSS OR RAFTER NOTE: TRUSS MANUFACTURER To .y 1 3 112"0 STEEL PIPE COLUMN 1 112" 4• LVL OR BUILT-UP BEAM ADJUST HEEL HEIGHT OF TRUSSES . 1 I (ASTM A 53,TYPE E OR S GRADE B) "4� 4 PRESSURE TREATED ZX6 BEARING WALL ALIIGN FASCIA AT PERIMETERH VARYING ROOF PITCH O J (ADJUSTABLE STEEL PIPE COLUMNS BEARING PLATE _ _ r V ARE ACCEPTABLE ALTERNATIVE TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG WITH 15,OooRATING) FOUNDATION WALL ao NOT TO SCALE TYPICAL BASEMENT COLUMN DETAIL W 3 NOT TO SCALE 0 RAISED HEEL ENERGY TRUSS Q� — 0 ... SECTION AT P R H LAB TYPICAL WOOD BEAM POCKET DETAIL NOT TO SCALE �` IL 0 HORIZONTAL REINFORCING WHEN NOT TO SCALE C S NOT TO SCALE 7 SPECIFIED MAY PASS THRU JOINT 40 Lu 4 - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) a.• ■ V EXTENT OF HEADER WITH SINGLE PORTAL FRAME z m a, u '� (ONE BRACED WALL PANEL) N - .- N FASTEN KING STUD , "•1 2'-18'FINISHED WDTH OF OPENING '• �' 1A I� FOR SINGLE OR DOUBLE PORTAL �' TO HEADER WRH 6 � Z � N a TENSION STRAP PER 160 SINKERS ate. co n cy 3/4"CHAMFER A ��": i i TAME 602.10.6.4 _w_ PONY _ rn Q EACH SIDE PONY L.' " tNl OPPOSITE SIDE 0 L CD JOINT SEALANT EACH N r- •, 14EK {T 6 ----j; i i OF SHEATHING't , IRDER TRUSS OR C� C SIDEOFWALLFOR ---- ---------------- B T ---------------- - �p RACED WALL UNE ROOF BEAM(POINT • _ MIN.3 XIIV4 NET HEADER STEEL HEADER PROHIBITED ONTINUOUSLY SHEATHED ; LOAD LOCATION) N Ve - FULL HT IF W SPACER IS USED.PLACE ON BACK-SIDE OF HEADER ' O TURAL R • CL _ \ '.'� FASTEN SFIEATMN13 TO HEADER WITH IID' �� IF NEEDED,PANEL STUD COLUMN BELOW 'v tx- O •t, , SPLICE EDGES SHALL , +'• FASTEN TOP ALL FEDERAL,STATE,AND LOCAL CODES AND 3/4 CHAMFER w COMMON OR GALVANIZED BOX NAILS IN S'GRID ' ,, POINT LOAD(MINIMUM REGULATIONS SHALL BE CONSIDERED TO BE PART _ •"` i PATTERN AS SHOWN i' OCCUR OVER AND BE ,i PLATE TO EF OF WALL �!', NAILED TO CCML40N �» HEADER WITH - -� - WIDTH TO MATCH HHEERHN IF DIS RRE°ETa�AM SPECIFICATIONS BETWEEN THE CODES HEADER TO JACK-STUD STRAP PER TABLE �� WITHIN THE ' ,,. TWO BEAM OR GIRDER TRUSS AND REGULATIONS AND THE INFORMATION 8602-10.6.4 ON BOTH SIDES OF OPENING MIDDLE 24.OF THE ' WIDTH PLANS EMT,THE MORE •a , . ROWS OF 16D ) 3 ; PORTAL-LEG HEIGHT. ;. SINKER NAILS AT sSTRITNGENTT�I.i APEPLY UNLESS THE x ►TM J '�' '�' OPPOSITE SIDE OF SHEATHING < •., ,,. ,, ONE ROW OF 3"O.C. , +a 3"O.C.TYP, SHOVIRI,DESCRIBED,OR IMPLIED IS A VIOLATION O •a w NAILING IS REQUIRED �• OF THE CODE,IN WHICH CASE THE CODE OR ~ *161 ;';� ;, +' IN EACH PANEL EDGE.—` +�' REGULATION$FALL TAKE PREFERENCE OVER PLANS. •p �•�`--MIN.DOUBLE 2 x4'FRAMING COVERED WITH MIN. +� '� "• 011' '+' 'hs•THICK WOOD STRUCTURAL PANEL SHEATHING �'• L�—MN'?Ae'MOD 2X4 SQUASH BLOCKS DIG SAFELY NEWYORK •�+ ' WITH 8D COMMON OR GALVANIZED BOX NAILS AT + TYPICAL PORTAL ,. STRUCTURAL -CALL BEFORE YOU DD ,� ,M 3"O C N ALL FRIIMNNf'(STUDS, ', FRAME CONSTRUCTION—,,, PANEL (MINIMUM WIDTH TO MATCH -WAIT THE REQUIRED TIME BLOCKING.AND SILLS)TYP. �� �+ �. SHEATHING COLUMN WID j H PLUS =���UTILITY RESPONSE RESPECT THE W%RKERS TYPICAL FOUNDATION WALL CONTROL JOINT ++ '; `--ISN.DOUBLE 2x4 POST '. Two sl.ocKs •w w ,, , , ++ •DIG WITH CARE + +I �- MIN.LENGTH OF Pl4PEL PER TABLE R602.10.5 ,+ +' (��AND JACK STUD) , ,+• NUMBER OF JACK ' NOT TO SCALE (OPTIONAL,SEE PLAN FOR LOCATIONS, z1g' g• 'i STUDS PER TABLES ' ',• SAFE DIGGING EVERB FORE Y8 DIG.I WHEN SHOWN) •+■i ,�. IuNN.�2�'�a`DIAMETERANCHOR BOLTS i; R602.7(11&(2) . i i;. ' 1 PLEASVISffE CALL 1-800-002-7982 14.0 BEFORE DII DIG. ,'+"; ro NJ fLL-ED PER SECTION R403.1.6 WITH ' ' . ' is INFORMATION. com FOR ADDITIONAL •b+ • 2k2V]**PLATE WASHER i+ ■ . •r, I ,�• , + ■ , , ■ - IT IS A VIOLATION OF SECTION 7208 SUBDIVISION ' ' 2 OF THE NEW YORK STALE EDUCATION LAW ULTURED STONE IN r " _ c L�G C . . , ,•' i' FOR ANY PERSON,UNLESS ACTING UNDER THE MORTAR SETTING BED . - •�o C�1 • C7• _ ;�f• rt ti j iti .q' '-p ENGINEER,N T D ALTER THIS IN PROFESSIONAL 12"THK SCRATCH ' •o+ =• o• O P LOOR BEAM(POINT eat WHIY.IF AN fTEiYt BEARING THE SEAL OF AN COAT OF MORTAR OVER �� LOAD LOCATION) ENGINEER IS ALTERED,THE ALTERING ENGINEER n .O::¢_ 7 n .O:.o_ •_tr .o t: 7 .+' .Q• o \ SHALL AFFIX TO THE ITEM HIS SEAL AND TFE GALV-2.5 LB DIAMOND STUD COLUMN BELOW 140TA7ION ALTERED Br MLOVYED BY HIS MESH EXPANDED METAL OVER CONCRETE OR MASONRY BLOCK FOUNDATION POINT LOAD MINIMUM Si NDA�CIRCDE�PPTIONOOF SUCHF ALTERATION, LATH OR IS GA WOVEN ANCHOR BOLTS PER R WIRE MESH. SECTION R403.1.6 WIDTH TO MATCH BEAM OR GIRDER TRUSS FIGURE R602.10.6.4 WIDTH) WEATHER-RESISTIVE METHOD CS-PF--CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION s BARRIER �Irr SHEATHING TYPICAL GARAGE PORTAL FRAME DETAIL 2X4 SQUASH BLOCKS (MINIMUM WIDTH TO MATCH 2X6 STUDS AT 16"OC NOT TO SCALE COLUMN WIDTH PLUS TWO BLOCKS) PORTAL FRAME NOTES: � ENGINEERS STAMP: 1. DETAIL PROVIDED IS FROM THE 2015 INTERNATIONAL RESIDENTIAL CODE AND IS REQUIRED WHERE THE CONTINUOUSLY SHEATHED WALL PANEL EACH END OF THE GARAGE DOOR OPENING IS LESS / THAN THE MINIMUM REQUIRED FOR THE CS WALL HEIGHT(8'-24",9'-27",VY-W).THE MINIMUM r \� / L ADHERED STONE VENEER DETAIL CS-PF PANEL WIDTH EACH END OF THE HEADER FOR THE GIVEN WALL HT SHALL BE AS FOLLOWS; NOT TO SCALE PLACE VERT BAR AT 2. VISION ENGINEERING IS NOT RESPONSIBLE FOR THE PORTAL FRAME DESIGN OR CONFIGURATION x FBEaT BIBIYI WTNK E INTERSECTION OF NOR IS VISION RESPONSIBLE FOR CONSEQUENTIAL EFFECTS OF INSTALLING THE PORTAL FRAME c(pyopt OF NOTES: LAP HORIZ BARS LAP DETAIL AS SHOWN. wr AM II01J<DWt8E 1.COVER SHEATHING SURFACE WITH WEATHER-RESISTIVE BARRIER.APPLY 3. LATERAL BRACING(DIAGONAL 2X FRAMING 24"OC TO ROOF/CEILING)IS RECOMMENDED FOR THE ABFRDM3 IIICIIOIL HORIZONTALLY WITH UPPER LAYERS LAPPED OVER LOWER LAYERS NOT BOTTOM OF PONY WALL AND HEADER BEAM TO PREVENT UNDESIRABLE DISPLACEMENTS, _ ` `-° LESS THAN 2 INCHES.WHERE VERTICAL JOINTS OCCUR LAP NOT LESS THAN • VIBRATIONS,OR REDUCED STABILITY OF THE HEADER. 6 INCHES. 4. THE TENSION STRAP SHOWN EACH END OF THE PORTAL FRAME HEADER SHALL BE CAPABLE OF ""OUNDATION WALL 2.INSTALL GALVANIZED WIRE MESH USING GALVANIZED NAILS OR STAPLES J 4125 POUNDS OF TENSION,USE SIMPSON CMSTCIS WITH MINIMUM 30"LAP WITH JACK STUDS SEE PLAN <? WHICH PENETRATE STUDS MINIMUM 1 INCH SPACED 61NCHES ON CENTER VERTICALLY AND 16 INCHES ON CENTER HORIZONTALLY.LAP EDGES AND CORNER BARS.MATCH BELOW HEADER,OR EQUAL JOINTS MINIMUM 1 INCH.WRAP WIRE MESH AT LEAST 16 INCHES AROUND HORIZ BAR SIZE AND INSIDE AND OUTSIDE CORNERS. SPACING 3.APPLY 12"THICK SCRATCH COAT OF MORTAR ON WIRE MESH AND ALLOW TYPICAL BUILT-UP STUD COLUMN DETAIL REVISIONS TO SET PRIOR TO INSTALLING CULTURED STONE. NOT TO CALF 4.MORTAR FOR SCRATCH COAT AND SETTING STONE SHALL BE MIXED, ALTERNATE SIDE SAW-CUT CONTRACTION 4X4-W2.9 X W2.9 WWM OR 04 S PREPARED,AND INSTALLED IN ACCORDANCE WITH STONE MANUFACTURERS OF BENT BARS JOINT WHERE SPECIFIED ON AT 16"OC EW(REINFORCING SPECIFICATIONS. PLANS(MIN. 114"X I"DEEP) SHOWN IS RECOMMENDED 4 5. INSTALL CANT STRIPS,CAPS,GUTTERS,FLASHING,AND ETC.AS REQUIRED x LAP CORNER BARS.MATCH LAP - LAP AND FILL WIJOINT SEALANT BUT OPTIONAL) 18'MIN.SEND 18'MW.EXTENSION 3 TO PREVENT WATER RUNNING OR SPLASHING ONTO FINISHED SURFACE. HORIZ BAR SIZE AND 6. INSTALLATION SHALL BE IN CONFORMANCE TO MANUFACTURER'S SPACING \ CL EACH END SPECIFICATIONS-VERIFY ALL REQUIREMENTS INCLUDING SUBSTRATE, MATERIALS,AND FINISH. •� �•�. IL 10"#2 CRUSHED ! STONE OR � g-�--- �•- y_ y COMPACTED Z �" JPROJECT NO.: 1298 b SUBBASE AN ~°o 1, ♦♦♦ ♦00 SCALE: AS NOTED r '� ;k _� _ //♦ /♦♦ 1 2-0"LAP DATE: 10/28/17 REINFORCING TO BE 6-MIL POLY VAPOR UNDISTURBED SUBGRADE /♦ _� (TYPICAL-) SUPPORTED BY CHAIRS BARRIER WITH LAPPED OR COMPACTED / 0.5 MIN DRAWN BY: VISION •�----- ��-�� ' OR CONC.BRICKS AND SEAL ED EDGES STRUCTURAL FILL,SEENOTES FOR MORE INFO MATCH#4 FOOTING PROJECT: REINFORCIFOUNDATIONPLANPLAN CERRONE BUILDERS INC WALLS REINF. W/SINGLE LAYER WALLS W/MULTIPL.E LAYERS OF REINF. NOTPo scAL.E �B ON GRADE DETAIL �� 1� 20 DEVIN COURT LOT 19 TYPICAL WALL CORNER/INTERSECTION REINFORCING DETAIL NOTES: DRAWING T 8 2' 1 NOT TO SCALE (MIN LAP#4 BARS -0") 1. LAP VAPOR BARRIER EDGES MIN.18"AT SPLICES TYPICAL STEPPED FOOTING DETAIL TITLE 1 2. PROTECT SLAB AND SUBBASE FROM MOISTURE OR NOT TO SCALE 19 TYPICAL SECTIONS 1 9 PRECIPITATION AFTER PLACEMENT AND UNTIL BUILDING IS G ENCLOSED. AND DETAILS W m� DRAWING NO. z s k o DWG 500 cm OF 6 _ J STAIR NOTES FOUNDATION NOTES: STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT BEAR FOOTINGS ON FIRM UNDISTURBED SOIL FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL CODE REQUIRED LIGHTING AND VENTILATION (SQ. FT.) AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 412 INCHES ON EITHER SIDE OF BEARING PRESSURE OF 2000 PSF. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHIFTING,OR HAVE THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS OTHER UNKNOWN CHARACTERISTICS,BUILDING CODE OFFICIAL SHALL DETERMINE NEED FOR SOIL TESTING WHICH ROOM NAME ROOM AREA REQ'D LT.(8%) ACTUAL LT. REQ'D VENT.(4%) ACTUAL VENT. 19 AND LANDINGS,SHALL NOT BE LESS THAN 31 12 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN PRESUMPTIVE BEARING PRESSURE. KITCHIBREAWLIVING 589 47.1 47.8 23.5 42.0 WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE,UNLESS BEDROOM#2 147 11.7 22.8 5.8 10.4 THE MAXIMUM RISER HEIGHT SHALL BE 8 114 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK. FRONT DEN 146 11.7 22.8 5.8 10.4 THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER MASTER BATHROOM NA 3.0 6.0 1.5 2.6 SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. AS CONTINUOUS REINFORCEMENT,LAPPED 2 FEET WITH MAIN REINFORCEMENT. FULL BATH NA 3.0 3.8 1.5 1.6 � PORCHES,BALCONIES,OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL SEE REAR DEN 166 13.2 76.6 6.6 35.4 SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 FOUNDATION PLAN FOR APPROXIMATE STEP LOCATIONS. W INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED CRAFT ROOM 81 6.5 22.8 3.2 10.4 � EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF �/ VERTICALLY FROM THE NOSING OF THE TREADS. MASTER BEDROOM 204 16.3 22.8 8.2 10.4 W EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR SURFACES,BALCONIES,AND PROCHES SHALL HAVE HAND TRIMMED TO REMOVE LOOSE MATERIAL OR RIDGES LEFT BY EQUIPMENT. J V� CmC INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE IN BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING,SOUND,DURABLE,AND FREE OF o DIAMETER. NOTES: ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE ■ > NECESSARY TO PREVENT DISPLACEMENT OF CONSTRUCTION. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT 1.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS.HANDRAIL HEIGHT, OF THE FLOOR AREA OF SUCH ROOMS.NATURAL VENTILATION SHALL BE THROUGH WINDOWS,DOORS,LOUVERS, MEASURED ABOVE THE TREAD NOSINGS,SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL REQUIRED WALLS UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. FINISHED OR OTHER APPROVED OPENINGS TO THE OUTSIDE AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A GRADE AT PERIMETER OF FOUNDATION SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING. THE ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE MINIMUM GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 81NCHES WITHIN FIRST 10 FEET. co FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. W PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH 2.GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN Z HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 12 INCHES BETWEEN THE WALL AND THE APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGES PER W HANDRAIL AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY. HOUR IN THE ROOM. CD FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE 3.FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL BE a ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE SHALL BE DAMPPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. DAMPPROOFING SHALL BE A CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON •� ILx WITH A 121NCH GYPSUM COVERING. BITUMINOUS COATING OR 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. WALL OS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR IU AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. EXTERIOR EXIT LANDINGS,STAIRS,DECKS,AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY BUILDING STRUCTURE USING HANGERS,LAG BOLTS,SCREWS,AC OTHER FASTENING SYSTEMS NOT SUBJECT TWITHDRAWAL THE UNDER-FLOOR SPACE CREATED IN CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH 4.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET,ONE HALF OF WHICH MUST BE SQUARE FEET OF CRAWL SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. OPENABLE. L cp WOOD FRAMING NOTES VENTILATION OPENINGS ARE NOT REQUIRED WHEN THE GROUND SURFACE IS COVERED WITH 6-ML POLY VAPOR 5.THE GLAZED AREAS OF BATHROOMS,WATER CLOSET COMPARTMENTS,OR SIMILAR ROOMS SHALL NOT BE IA REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED.THE MINIMUM m or NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH NAILING SCHEDULE OUTLINED IN THE 2015 RETARDER,THE SPACE IS SUPPLIED WITH CONDITIONED AIR,AND THE EXTERIOR PERIMETER WALLS ARE INSULATED VENTILATION RATES SHALL BE 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS Zc0 N IN ACCORDANCE WITH CODE. 0) CND INTERNATIONAL RESIDENTIAL CODE. VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. N N 6. FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT PROVIDE A MINIMUM OF 6 FOOTCANDLES OVER THE AREA OF +y' }. 0! T i INSTALL BLOCKING IN A CONTINUOUS HORIZONTAL ROW AT MID-HEIGHT OF INTERIOR STUD BEARING WALLS. ANCHOR SILL PLATE OF EXTERIOR WALLS TO FROM EACH END AND 4 FEET MAXIMUM ON ENTER IN BION ETWEEN.S(MN MUMINCH ANCHOR BOLTS 12 INCHES OF TWO ANCHOR BOLTS IN EACH SILL UM THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL N Z -- G USE PRESSURE-TREATED WOOD FOR ALL TIMBER ELEMENTS EXPOSED TO WEATHER OR IN CONTACT WITH SOIL.,WATER,OR PIECE.) EMBED ANCHOR BOLTS A MINIMUM OF 12 INCHES IN CONCRETE FOUNDATION WALLS. rn 4 0 CID � CONCRETE. INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS.FOR WALLS PARALLEL WITH HEADERS,COLUMNS _= O SHALL BE A MINIMUM OF 1 JACK STUD AND 1 KING STUD,UNLESS NOTED OTHERWISE.AT LOCATIONS WHERE WALLS ARE MATERIAL PROPERTIES: PERPENDICULAR TO HEADERS,INSTALL 1 KING STUD ON EACH N � d SIDE OF HEADER AND JACK STUDS BELOW AS REQUIRED TO LL MATCH HEADER WIDTH. CONCRETE:FOOTINGS,FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3000 PSI. EXTERIOR SLABS ON GRADE AND GARAGE SLABS SHALL HAVE A MINIMUM �STATE,AM LOCAL CODES� JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID BLOCKING OR DIAGONAL BRIDGING AT COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 35W PSL. SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM OF THE BUILDING DETPJLS AM SPECIFICATIONS INTERVALS NOT EXCEEDING 8 FEET. HEREIN.IF DISCREPANCIES BETWEEN THE CODES CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP,AND SHALL HAVE 5 TO 7 UNIFIED SOIL VOLUME CHANGE �TAI�REGULATIONS�� INFORMATION WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER OR THE BEARING STUDS DO NOT PERCENT ENTRAINED AIR(ASTM C 260)AT EXTERIOR EXPOSED LOCATIONS. CLASSIFICATION DRAINAGE FROST HEAVE POTENTIAL sTRINGENT SHALL APPLY UNLESS THE INFORMATION ALIGN,SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUD BENEATH UNLESS THE TOP PLATE IS SUPPORTED OR SOIL GROUP SYSTEM SYMBOL SOIL DESCRIPTION CHARACTERISTICS POTENTIAL EXPANSION sHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION OF THE CODE IN V&IICH CASE THE CODE OR REINFORCED WITH A TRIPLE 2X6 HEADER DIRECTLY BELOW. REINFORCING: DEFORMED BARS;ASTM A 615,GRADE 60. GW WELL-DRAINED GRAVELS,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES GOOD LOW LOW REGULATION SHALL TAKE r"`evw`""r CHER aAws' METAL-PLATE CONNECTED WOOD TRUSS NOTESDIG SAFELY NEWYORK WOOD FRAMING:NO.2 OR BETTER,SPRUCE-PINE-FIR(SPF)U.N.O. GP POORLY-GRADED GRAVELS OR GRAVEL-SAND MIXTURES,LITTLE OR NO FINES GOOD LOW LOW -CALL BEFORE YOU DIG -WNT THE REQUIRED TIME TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 38.5 PSF,TOP CHORD DEAD LOAD OF 10 PSF, SUBFLOORING: APA RATED SHEATHING,EXPOSURE 1,SPAN RATING 4824(23x32"MIN.THICKNESS) GROUP 1 SW WELL-GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES GOOD LOW LOW AND BOTTOM CHORD DEAD LOAD OF 10 PSF,AND ATTIC BOTTOM CHORD LIVE LOADS SPECIFIED IN LOAD TABLE.DESIGN -CONFIRM THE MARKERS TRUSSES -RESPECT THE MARKERS TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS(TWO SEPARATE LOAD CASES)IN ADDITION TO DEAD ROOF SHEATHING: APA RATED SHEATHING,EXPOSURE 1,SPAN RATING 32116(15J32"MIN.THICKNESS) SP POORLY-GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES GOOD LOW LOW -DIG WITH CARE LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE L1360 FOR SNOW LOAD AND L240 FOR TOTAL LOAD.CT OF 1.1 IS ASSUMEDSAFE EVERYONES GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURES GOOD MEDIUM LOW PLEASELG1 I oao-M- � �aGG BASED UPON A COLD VENTILATED ATTIC. WALL SHEATHING: APA RATED SHEATHING,EXPOSURE 1,SPAN RATING 24M6(9/1(r MIN.THICKNESS) VISIT www- r own FOR ADDITIONAL SM SILTY SAND,SAND-SILT MIXTURES GOOD MEDIUM LOW INFORMATION- SUBMIT TRUSS DESIGN CALCULATIONS AND DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER TO THE CODE CONCRETE BLOCK:ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI,NORMAL WEIGHT. GC CLAYEY GRAVELS,GRAVEL-SANG-CLAY MIXTURES MEDIUM MEDIUM LOW IT IS A VIOLATION OF SECTION 7209 SUBDIVISION ENFORCEMENT PRIOR TO INSTALLATION. 2 OF THE NEW YORK STATE EDUCATION LAW BRICK:ASTM C 216,TYPE FBS,GRADE SW,WITH MINIMUM AVERAGE NET AREA COMP.STRENGTH 3000 PSI. Sc CLAYEY SANDS,SAND-CLAY MIXTURES MEDIUM MEDIUM LOW DI R ANY N OF LICENSED UNLESS ACTING UNDER THE DIRECTION OF A ERTHIS PROFESSIONAL I AL COMPLY WITH ANSVTPI-1"NATIONAL DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ENGINEER.TO ALTER THIS oocxiMEwTINANY LATEST EDITION. MORTAR:ASTM C 270 OR ASTM C 1142,TYPE S(FOR MASONRY VENEERS USE TYPE N). GROUP 11 ML INORGANIC SILTS AND VERY FINE SANDS,ROCK FLOUR,SILTY OR CLAYEY MEDIUM HIGH LOW WAY.IF AN ITEM BEARING THE SEAL OF AN FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.I. FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY ENGINEER E ALTERED.THE ALTERING ENGINEER SHALL AFFIXTO THE ITEM HM SEAL AND THE GROUT:ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,8-10 INCH SLUMP. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS,SANDY MEDIUM MEDIUM MEDIUM TO NOTATION"ALTERED E OFSUCHA TER HIS CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, CLAYS,SILTY CLAYS,LEAN CLAYS LOW AND A SPECIFIC E�PTTION O TT>EAL�TION. LOCATED AT OR NEAR PANEL POINTS.PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL STRUCTURAL ROLLED STEEL W-SHAPES:ASTM A 992(FY=50 KSI).STEEL PLATES AND ANGLES SHALL BE ASTM A 36. CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS POOR MEDIUM HIGH WIDTH OF BUILDING AT END NON-BEARING WALLS AND AT 20 FEET ON CENTER THROUGHOUT LENGTH OF BUILDING.PROVIDE STRUCTURAL STEEL PIPE COLUMNS:ASTM A 53,TYPE E OR S,GRADE B. GROUP III CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO MH INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY POOR HIGH HIGH BOTTOM CHORD OF TRUSS. ONE PAIR OF DIAGONAL CROSS BRACING REQUIRED FOR EACH SIX TRUSSES.FIRMLY SECURE ANCHOR BOLTS:ASTM A 307,GRADE A. SOILS, ELASTIC SILTS a , BRACING TO GABLE END WALLS. OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY POOR MEDIUM MEDIUM FURNISH GABLE END TRUSSES WITH VERTICAL 2-INCH BY 4-INCH MINIMUM STUDS AT 24 INCHES ON CENTER. SOUTHERN PINE(WHERE SPECIFIED):SOUTHERN YELLOW PINE WITH MINIMUM PROPERTIES AS FOLLOWS; -2X8 Fb=1500 PSI GROUP N OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS UNSATISFACTORY MEDIUM HIGH - TRUSS MANUFACTURER TO DESIGN AND SPECIFY ALL TRUSS CONNECTIONS,HANGERS,AND ETC.REQUIRED BETWEEN 2X10 Fb=1300 PSI-2X12 Fb=1250 PSI Pt PLAT AND OTHER HIGHLY ORGANIC SOILS UNSATISFACTORY MEDIUM HIGH INDICATED TRUSS COMPONENTS. -E=1,700,000 PSI ENGINEERS STAMP: TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE END SUCH 1.THE PERCOLATION RATE FOR GOOD DRAINAGE IS OVER 4 INCHES PER HOUR,MEDIUM DRAINAGE IS 2 TO 4 INCHES PER HOUR, AND POOR IS LESS THAN 2 INCHES PER HOUR. THAT A ZERO HORIZONTAL FORCE RESULTS. 2. SOILS WITH A LOW POTENTIAL EXPANSION TYPICALLY HAVE A PLASTICITY INDEX(PI)OF 0 TO 15,SOILS WITH A MEDIUM POTENTIAL TRUSS MANUFACTURER SHALL SUBMIT TO DESIGN PROFESSIONAL ONE COPY FOR REVIEW OF TRUSS LAYOUT PLAN,STAMPED EXPANSION HAVE A PI OF 10 TO 35,AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20. _ AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS. F1tE 0117I0 NOTMRIA OW OR mum A MO?6E MINIMUM CATEGORY CLASSIFICATION OF GLAZING � OR EXPOSED SURFACE GLAZING IN STORM GLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASS AREA OF ONE SIDE OR COMBINATION DOORS REGULATED BY REM 7 REGULATED BY ITEM 6 ENCLOSURES REGULATED DOORS PATIO OF ONE LITE DOORS (CATEGORY OF SECTION R308A OF SECTION 8308.4 BY ITEM 5 OF R308.4 TYPE (� � (CATEGORY CLASS CLASS} CATEGORY CLASS CATEGORY CLASS CATEGORY CLASS (CATEGORY -� 1 ( ) ( ) ( ) ( EGO Y CLASS) - 9 SQ.FT.OR LESS I I NO REQUIREMENT I 11 If MORE THAN 9 SQ.FT. 11 II I! Il II II REVISIONS 5 NOTES: 1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION RW8.4 SHALL PASS 4 UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR,PART 1201 3 CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE. LOCATION LIVE LOAD(PSF) ,l''waL4ALL � WALL � WALL �_�► 2 ri 1 i 1 1 EXTERIOR BALCONIES 60 • DECKS 40 CCL N 4"CL. q'ACL q2'CL C )1 1 FOUNDATION DESIGN PARAMETERS PROJECT 1298 s LAVATORIES SCALE: AS NOTED to ATTICS WITHOUT STORAGE 10 CLASS OF MATERIAL ALOWABLE FOUNDATION LATERAL EARTH LATERAL SLIDING 15"MIN. LL 15"MIN. ALL ALL BEARING PRESSURE PRESSURE COEFF.OF FRICTIONA DATE: 10/28/17 ATTICS WITH STORAGE 20 1. ?' (PSF) (PSF/FT BELOW GRADE) v DRAWN BY: VISION ROOMS OTHER THAN SLEEPING ROOMS 40 f• CRYSTALLINE BEDROCK 12,000 1,2 0.70 PROJECT: l �g 00 SLEEPING ROOMS 30 N N \ SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35 00 CERRONE BUILDERS INC 30" GRAVEL,SANDY GRAVEL(GW AND GP) 3,0 200 0.35 1(0' -dl-MIN. �LIN 20 DEVIN COURT LOT 19aSTAIRS 40 FRONT OF SANG,SILT,SILTY GRAVEL,CLAYEY SANDS 2,000 150 0.25 s JJJ OPENING AND GRAVELS(SW,SP,SM,SC,GM,AND GC) GROUND SNOW 50 _WDLL CLAY,SANDY CLAY,SILTY CLAY,CALYEY 1,500 B 100 - DRAWING TITLE i�� SILT,SANDY SILT(CL,ML.,MH,AND CH) WATER CLOSETS SHOWER TECHNICAL 9 SEISMIC DESIGN CATEGORY C(SFD EXEMPT) WEA A.COEFFICIENT TO BE MULTIPLIED BY THE DD LOAD. NOTES BASIC WIND SPEED 115 MPH MINIMUM FIXTURE CLEARANCES B. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHIFTING,OR HAVE OTHER UNKNOWN CHARACTERISTICS,OR IF W THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF,A SOILS INVESTIGATION SHALL BE CONDUCTED TO VERIFY FOUNDATION DESIGN. DRAWING NO. 5 DWG 6 N d� OF 6