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Home My WebLink About38731-Z RE SIONS: I ml FH PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION SCALE: 1/4" = V SCALE: 1/4" Zcc- C) EXISTING WEST ELEVATION EXISTING EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' — - — - — - — - — - — - - - — - — - — - — - — - — - — - — - — UD Mai 14 4, MAR 2g] Lnr r7-- 0 PROPOSED NOIRTH ELEVATION EXISTING NORTH ELEVATION SCALE: 1/4" = V SCALE: 1/4" = V TIE®'gED)IR OTUD13MEIT13 flBE DRAWN: MH/MS SCALE: 114'=I'-D" JOB 4: F.b..y 27,2014 YOM MLEAGIE SHEETNUMaER • PAINTER TO PRIME AND PAINT ALL DOOR Wr ZS TO MAINTAIN CONTRACTOR SHALL NOTIFY ARC HITECT OF ANY DISCREPANCIES 0 ETWEEN THE DRAWIN 65,,THE SPEC IFICATIONS.AN D THE ri ELD CONDITIONS.AND SHALL REQUEST Cl-AlUrICA RON BEFORE COMMENC ING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY All.WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION Of WORK. I ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C d 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 22'-0" 22'-0" -- ----------- ----------___ ._________ ____ 2-AN4131DMULL Im 2 -3 4 9- 2X6 DF12 Ia12"OC (2)2X6 POST '4 ° - ° A - • ' WORKBENCH w \ N 4 R (2)2%6 DFN2 u f21 2X6 DFN2 - N = nl30%3IN Nu IBOXED oDO N , I __3-0%-3_0_-) CATHEDRAL (-.3"0%"3"0 B ° N OO YLIGSKYLIGHT O Od O , I SKYLIGHT CEILING SKYLIGHT C, z (2)2%6 DFN2 (2)2X6 DF ii 1 -------- .--_-___. i INS DFN2 Cairn _ — _ — _ _ N - 4 0,4 —7 f \. / POST TO RIDGE ` - - a #B REBAR p12"OC NS REBAR p12"OC M 94 0. ; N S AT FTG. (TYP.) SAT FT6. TYP.) \ 0 3..0., a )2X6 HDR CUT OUT EXISTING [WC�, w FOR DOOR VERIFY P LOCATION IN FIELD ,...1 0. ,"Z, m TOTAL ROOF AREA:816 SQ.FT. d O U P4 O L) AT 100%RUNOFF @ 2"RAIN H w PER HOUR:137 CU.FT. 12 �° — - — F�-•I CW7 TD INSTALL:(I)B'dia X F DEEP DRYWELL 8� Q z EXISTING ;; Q ¢ w F- DRYWELL CAPACITY 169 CU.FT. N W roe E%.2%6 RR p24"OC EXISTING EX.2X6 CJ ®24"OC 2X4 STUD WALL n� B"CONC.BILK.WALL „ C a u i ______ _ ______ ----- _-- --_______ _ _________ _________________ ___"i 1).B"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHT ABOVE GRADE 1).REMOVE EXISTING ROOFING.RE-SHINGLE ROOF. 9 GO 1).MATCH EXISTING PLATE HEIGHT AT 7'-6". N TO MATCH EXISTING. 02).TIEIN NEW ROOFTCDX5 EATHINNG L FOR OVER ROOFFR (.TDE PROJECT NORTH E PROJECT NORTH 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFN2 STUDS AT 16"O.C. EZ). FOUNDATION TO HAVE 16"XB'CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS b3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME TO HAVE 2-NS CONTINUOUS REBAR.ALL FOOTINGS TO REST ON N 3).EXTERIOR SHEATHING TO BE 1/T'THICK FIR CDX PLYWOOD. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND S E PROJECT NORTH DIRECTLY TO THE DECK ALONG EAVES. 4).PROVIDE 2-NOTED.ALL OPENINGS OVER OPENINGS UNLESS 4).FOUNDATION SLAB TO BEI TMA 3IALW ERE SLATEONCADJOINI COMPACTED FILL. OTHERWISE NOTED.OPENING ALLPR VIDE 3 J CK STU SHAVE ONE CH SISTUDS FOUNDATION PLAN INSTALL I/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING S 5).USE 30NFELT UNDERLAYMENT WITH ASPHALT ROOFING PRO POSED FLOOR PLAN ON EACH SIDE M CROLAM HEARD RSPROVIDE 3 JACK STUDS ON EACH SIDE FOR WALLS 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING u — E 5).PROVIDE 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP R-TE% MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/411 - it 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGNPRESSURE UPGRADES SCALE: 1/4 — 1 TERMITE SHIELD AND FOAM SILL GASKET. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WHERE APPLICABLE PROVIDE DEBRI-PROTECTION PANELS WITH PROPOSED FLOOR PLAN WORK DAV.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6) PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6-0"O.C.AND W/I1'0"OF CORNERS, DO INTERSECTIONS AND SPLICED JOINTS ANCHOR BOLTS ARE TO HAVEDO COMPLETE SCALE: 1/411 0 11 INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. BE ATTACHED TOEDMPLTINTOTHECONCR RE.EACH RAND# T, ARE TO N N BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT, m �{, G 0 USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT � 5 i LEAST 3/8"DIA.HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT rDJR N JR CUTTING INTO SHINGLE SURFACE. Q v � m vy r4 OD � °aN - - - - - - - - - - - - - - - - - - - � w3 ML RIDGE •� • • �r • ��' �. (isi�•minuA 1 III � � • ®Lill to LID Il � �I)�, it I ( nl, .�"�A„o� j ti�I(I j I, ( � `� � I n (II I � jl ( � ;iilACpSNM�y � �B �✓ IF --------14 'PI„mMLnPR N F it II ? ? • ,P,,. �U„,. i l I ? 41 I I ! ® ? ELF 11 TYPICAL WINDOW OPENING I �li N£SSTIAN4'G%6'-0"BPENING) I I aionen�xnc TYPICAL DOOR OPENING I (LES tHAry R'Dxe•D^aPENINGI - - - - 4"CONC.SIAB °�.u�rvvrsou°`vai` p B"PC WALL M TYPICAL PMLILTIPLE OPENINGS (MORE THIM 4-SMS'OPENING) Y:• WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 6'(2)#5 RC.PTa CROSS SECTION 6t 4 j AS PER TABLE 1609.1.4 N.V.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECRON(IF NOT USING IMPACT GLAZING) f2)NS REBAR { 1" 1 /rtr WINOBORNEOEBNS PROTECTION MSTENINO SOMMULE FOR MIND STRUCTURAL PANELS WOOD STRIICTIRAL MINIBUS WRH A MINIMUM THICKNESS OF 7/16" �tW"•!�y�r�+Ar,i✓(. DSCALE. TAH/MS AND HAY.IMUMPANELSPO OF B FEET SHALT.BE PERMIDED FOR OPENING PROTECTION IN ONE-AND MO STORY RWLDINGE,I.RUS SHALL BE PRECUTTO SCALE: 1/411 — 11 _ SCALE. �/4"��'-D" DORI G.E.OPENINGS WRH PTTACHMEM HAROWMEPROVIDED.(REFER TO SECTON 1609 L4,1609.6.5 AND TMLE 1609.1.4 OF N V 5 RE51DEMIAL C _ CoNSTRUCRON CODE),THIS IS NOTA SUBSTITUTION FOR DESIGN PRESSURE.ALLOPENINGS MUST HAVE DESIGN PRESSURE UMMES WHERE APNCABLF. JOB MPANMSMUSTBECUT TOSIZEANDRUDYTOLLEONANYNEWWMDDWSANOOOOU.SHU FE MUSTBEMARkE FORWHATOPENWGRISTOCOVEp. 7,2014 HARDWARE MUS"ACCOMPANY SHUTTERS FDR MSTADATION. Fe 1HEET N JMB SHAET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT F ANY DISCREPANCIES BETWEEN THE DRAWINGS,TTHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS + 2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THECOMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SIHEET0.0CKING AND SHALL SECURE THEColO PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD kENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER B ATI-ITUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 15 f. AD55 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUIMBER DESCRIPTION APPLICATION RAFTER SI ZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR C'/] HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTIOIJ WITH (2) JOISTS. UNDER WALL 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 -1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 iBga. SLOPE HANGER APPL`/ TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE f-I ANCHOR PLATES OF 1ST. FLOOR. COPIPIECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"DC Q H-1 WALL STUD THNTS ROUGH-ROOF EXHAUST ILL. VESELECTED AND LONEE S BY CONTRAC TOR [� W W Li METAL STRAP Ca CRICKET AT TOP-SIDE OF VENTILATION CHANNEL z CHIMNEY AS REQUIRED Q RIM BOARD RAFTER F WALL SHEATHING RAFTERS MAINTAIN [J SILL PLATE(S) VENTILATION 'a WOOD JOIST FOUNDATION ' ' SIDEW ALL FLASHING — 2x4 LEDGER CG CG TOP PLATE BLOCKING BLOCKING Zy FINISH WALL AND MOISTURE z' BARRIIER TO LAP FLASHING 2x4 SOFFIT JOIST O Q STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA L U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA C-' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WgLL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER F--•I THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 40" O.0 � ,' SHALL BE COVERED WITH CORROSION- 4" - 0" LSTA24 1-1/h"x24" 20ga STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH OPITIN SCREENED VENT PROVIDE HEMMED EDGE AT OPENINGS OF �A INCH IN DIMENSION. CON TIN. SOFFIT / EXT. PLYWOOD L..{ ON ALL OPENINGS FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFRTED RAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"00' 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ACTION EACH RAFTER ON ALL OPENINGS / 4' - fi" RAFTER RT10 10-3/4' x 18ga TYDDWN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4.0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS " 8" - 12" RAFTER RT20 21-1/e" x 20go. T'YDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 14" - 16LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER \/ BASE FLASHIER WRAPS CORNERS,, MATERIAL AS ROOFING RIDGE CAP SAME "C• EXTENDS UNDER SHINGLES AT O a SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �y SHINGLES AT BASE MIDI, 4 INCHES THROUGH VENT FAA� WOOD JOIST fy O cd z TOP PLATE �--! GIRDER/HEADER rl SIDE WALL FLASHING W000 JOIST a Q Q 1ST. FLOOR WALL SLAPPING TO BE ATTACHED TO WALL STUDS 048"DC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH JUSP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" iBga. STRAP AND JACK STUDS [RAFTER/PLATE OCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. INSTALL 4'0" OC. RAFTER TO PLATE CONFORM TO SLOPE IF AEILE, SET FIR JOISTS RINK E. HIGHER THAN LVL HEADERS 8" 6" MSTA4B 1-1/4"x48•' ifiga. STRAP AND JACK STUDS CONNECT OVER OF ROOFTO ALLOW FOR SHRINKAGE. & RCOUCE BUMP OUTS ON ALL OPENINGSLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DBL. SILL PLATE TERMITE SHIELD �— SUB FLOOR m G o SILL GASKET ' WOOD JOISTS m 5 ° ' y . ENE CONC. SLAB GASKET _ I L^x6 /2x8 CONTINUOUS WOOD PLATE m TYP GONG. FOUNDATION A BOLTED TO STEEL BEAM WITH 6 MIL. POLY x op OAMPPROOF EXTERIOR `M GRANULAR FILL 1/2 " DIA. BOLTS ® 48" o c STAG. w EMIL POLY ON EXTERIOR ' , p ti .v. y STEEL COLUMN ,p A q I ' q a, •• ° N C ROOF JACK I1\N STEEL BEAM v x GONG. SLAB p / y S 0 1, ANCHOR BOLT EMBEDMENT: 4" x 1 4" x 8" STEEL �d5 r A ( A POURED CONCRETE: 7" I 7 .v. COMPACT FILL . BLOCK WALL 15" TOP AND BOTTOM PLATE .p V I x M1 ° ROOFING LAPS m v in p ^ WITH 1 2" x fi" ANCHOR BOLT y KEYWAY FOOTING o A FLASHING AT / V • q • S SIDES AND TOP a e GOND. FTG. 'p �'p a USE WITH 3x3 SQUARE WASHERS 1/2" GROUT \ O'p �. a d p . O ANCHOR BOLT CONNECTION (USP LB P55B OR BP583) , P, W pn P"' FOUPIO5/8" i I 3" STEEL COLUMN REINFORCING BAR SUPPORTING / 58 ANCHOR BOLT CONNECTION " DIA. ANCHOR BOLT a D SUPMAXIMUM SPACING FLASHING LAPS ( 10 KIPS DRAIN TILE ) ROOFING AT BOTTOM SILL PLATE TO FOUNDATION - CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL GONG. FOUNDATION APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24'•x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. U WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U SLAB-ON-GR DE � 0 II SUBFLOOR DOOR FRAME N CON C. SLAB 6X6 10/10 WWM DOORGE � o-- JOIST II COMPACT FILL USE 2X8 STEEL BEAM FOR BLOCKOUT .:' 4" SLAB P.T. PLATE W/ 6X6 WMM I SLOPE 4"DRIVEWAY —W_ I-I JOIST AND ADJUST HEIGHT [)] AIR 5"�E < S < °,• q 1 2" • (WITH WITH A NAILING PLATE IF NEEDED) AT ' •'p AT END AND p• .p e • • TO BE APROX 7/2" OR HIGHER THAN • . BEES OF WOOD —� ,pe° . oq°pe• I •''e I —u� STEEL BEAN ALLOW FOR 6 AMS" 0• e (PROVIDE STRAPPING TO KEEP JOISTS ALIG NED ) ADE q q q 0 fi%fi W.W.M. SU B FLOOR qqqpn ° BEAM FOR REQUIRED MAXIMUM 1 CMM. NOTCH EQUALS 1/4 DEPTH OF BEAM ^ ° ♦M1 q 1 REINFORCING BAR A !OIST D 4 REINFORCING BAR DRAIN TILEI _ ,I •e • SHEET METAL / 3D# FELT UNDER BEAM AT POINT • () ° 1• ° I STEEL BEAMIN f ^ +'• 12" OF CONTACT WITH CONCRETE OR GONG. BLOCK I — I a PLATE (BOLTED t 3 T01°Y9EAA� „ �„ SHIMS TO LEVEL BEAM ( TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND CORUMN S. _} •�) REINFORCE FOOTING WITH (2) �/4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM _ ^ " ~ I DRAWN: MH MS GARAGE DOOR BLOCKOUT �j'=„ T� ,b:..- •• SCALE. 1l4"=1'-0" It JOB A BEAM POCKET - a))7n�4n4 ', Fehmary 27,2014 "; w'r"• _ ! SHEETA-3 B EET NUMBER. C EPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ! v PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DIS R MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS ATJO3 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AND SIHEETROCKING AND SHALL SECURE THECo(O PRI00.TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: WIND FRAMING NOTES ' 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTESBUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA State building codes. The General Contractor a responsible far providing standard the to the wall stud with uplift connections. Roofs overhanging he rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally P S g g FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 CA First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift TO RAFTER END NAIL WALL FRAMING: ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 Lal (--.1 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE F"l 4- 16d COMMON 'z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SEE FLOOR PLANS 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel HEADER TO 16" O.C. FACE Z/] 7). The General Contractor is to consult with the owner for all built-in items 8YP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc, edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O in table 3.15a-b. C) U 8). Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: OM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR BOTTBOTT , BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I--a length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER DERLANT ELD determine intended heights of finished floorRs) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 NONE 3), Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4 - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER Ed COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Ed COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" D.C.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 - Ed COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" D.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL p.1 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: zt p g 8 BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" D.0 8d COMMON @ 12" D.C.OCO anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge NOTE: 2 FOR PANEL FIELD I-�-I „a 6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 Sd COMMON @ 4" O.C. SEE NOTES: 1,3 I-ti along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL N 8x16 cast iron foundation vent for every 150 sq. ft. of area. A DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES .a o 7). Dampproof exterior of foundation with bituminous coating as required by current 3 - Ed COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � N.Y.S. Residential Construction Code, A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMONO/ C) O� the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used, V oN 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO e SILL O R TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2" dia x 7" long anchor bolt witlh washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. NAIL NAIL 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to raker/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<6<0.49, the nail spacing shall be reduced t0 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N v E otherwise. ) JOINT DESCRIPTION TY. SPACING ( ) Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts Q 4' EDGE ZONE 8d COMMON @ 6" D.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 BOTH FIELDS where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x ,� m w V 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Sd COOLERS INTERIOR ZONE 8d COMMON 6" D.0 8d COMMON 12" O.C. SEE NOTE: 3 -M Bearingwall headers to have 2) Jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD @ C° ( ( ) g 6). Concrete piers shall be a minimum 6" above grade. ° openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. c4 and blocking where applicable. QTY. SPACING STRUCTURAL AS PER TABLE 3.9 o ' bl 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � U an B & 5). All flush beams/headers to be installed with heavy duty galvinized hangers and tC PANELS WFCM - SBC ^m a anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" D.C. EDGE be used. r n 5 v 6d COMMON2 . Tabulated 12 inch D.C. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD ) P g g g x w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE' Ln other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the hole size a. Verify with the QTY. SPACING �' where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. V 1" OR LESS Sd COMMO 12" O.C. FIELD U) 9). Provide blacking/bridging in floor joists at 8'0 D.C.. Use solid blocking in floor joists HVAC SYSTEM NOTES [ 1).PROVIDE SYS"TYPE-X SHELTROCK FIRE STOPPING AT IGO MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Vj NOTES: 21.USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 6 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). INSTALL 1 -Cosa DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �r requirements. N 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF E needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing as required by current NYS Residential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. Contractor and owner for final review and approval nreblocking shall be provided In wood-frame construction In the following location:. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor r shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred space:,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Bain or blankets of mineral or glass fiber shall be allowed as @rblocking In wafts ionstrucl using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected „ ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all Interconnections annecbom between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. drop cecmgv and ovaetween to be reduced tot - 16d nail per foot- 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by orient 3).In concealed spaces between stair strangers at the[op end bottom of the run.Enclosed spaces 14). All roof with a pitch less than 4:12 shall be installed with an Ice IS,Water barrier or N.Y.S. Residential Construction Cade. I under sutra shall comply with current N.Y.S.Reebdential Code approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resin the free passage of torch down type material over. flame and products of combustion. _ DRAWN: MTI/Ms 4 -: , " SCALE: 5). For the nreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. - - JOB 4:February 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to tit Qy, be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. <.x., Y)� s 4^' °pE,A`' NMB ',�F' SHEET NUMBER: ER: PAINTERTO AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYDISCREPANCIESPANCIES BETWEEN THE DRAWINGS,7HE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOUR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WO0.IC DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE CalO PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS