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HomeMy WebLinkAboutBLD-19-3800T ICE �-� FEB 12 Z,? 19 a t3UlLDIiVGBy DEPP,R7f,,'fL'J1 VJ LL/ o U N T-� W �) _ 0 N �i 00 D ARC�T No.951072 WALTHA ` MASSA C S W Q oma_ F-- z 0 _W� 0 C6 Q o N Wfly U co co C Cu 0 0 w � O U Tarabelsi 2018 O ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF PHILIP TARABELSI, ARCHITECT. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHMITED WITHOUT PRIOR WRITTEN PERMISSION OF PHILIP TARABELSI ARCHITECT. 1 105 FEB 2019 Mark Date Revisions Date 19 October 2018 Scale As indicated Job No. 1810-0003 heetNo. t►-tps©rl I I GENERAL NOTES AND MATERIAL SPECIFICATIONS 1. THE GEOMETRY SHOWN ON THE PLAN HAS BEEN COMPILED FROM ARCHITECTURAL PLANS SUPPLIED BY OTHERS. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FOUNDATIONS: 1. THE PROPOSED STRUCTURE IS NOT LOCATED IN A FLOOD ZONE, AS DETERMINED BY THE SITE PLAN ENGINEER. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE SITE PLAN BY OTHERS. 2. ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER, PRIOR TO CONSTRUCTION. 4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF ALL EXISTING AND NEW STRUCTURAL COMPONENTS TO PERMIT THE SAFE INSTALLATION AND COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY AND WITHOUT JEOPARDIZING THE SAFETY OF ANY PERSON(S). 5. ASSUMED SOIL TYPE FOR DETERMINING SOIL STRENGTH IS MEDIUM SAND WITH ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF. 7. DESIGN WIND SPEED IS 110 M.P.H EXPOSURE B FOR THE 100 YEAR STORM. ROOF SNOW LOAD: 25 PSF. GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK -1 FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information, see Site Plan, by others. 3. Assumed net allowable soil bearing capacity, q— 3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Nlinimum 28 day strength, fc — 3000 psi, 3/4" aggregate, designed per American Concrete Institute Code, latest issue, maxiniu n slump — 4" a.) Anchor bolts ASTNI A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU -series base. SPACED 2' o/c for slab -on -grade construction (i.e. Garage, Basement, etc.). b.) All walls to have min. 2#4 top horizontal, 2" clear, to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1. All workmanship to conforin to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load — 30 psf (plus drift) with applicable reduction ATTIC Storage — 20 psf Living Floor -40 psf Sleeping Floor -30 psf Decks and Balconies — 40 psf Wind Load : Criteria used for 1 10 KIPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50, shop paint with rust inhibitive paint. Thru-Bolts: ASTM A307, 1/2" diameter; punched holes: 9/16" diameter. b. Welds: Shop weld cap and base plates to colunms: shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: a. All new timber framing: Spruce -Pine -Fir No. 2 with Fb—I000psi, E-1,300,000 psi, or better. b. Pressure treated timber (P.T.): Southern Pine with Fb-1300 psi, E-1,600,000 psi, or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L. with Fb-2925 psi, E-1,900 ksi, Fv-285 psi, Fc_per-750 psi, Fc_par —3035 psi. Parallam (PSL): All PSL shall be min. 1.9E ES with Fb-2900 psi, E-1,900 ksi, Fv-285 psi, Fc_per-750 psi;', Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably: 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong -Tie Co. shall be handled and installed per manufacturer requirements, with all nail holes filled, with the size nail as specified by mfgr. or herein. a. Rafter to Ridge Beam: Simpson LSSU-series, or Simpson Straps over top of plywood. spaced 16" o/c: Rafter to Ridge Plate: Collar ties min. 1 x601 16" o/c at top or Simpson Straps over top of plywood spaced 16" o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4' o.%c: CS -14R-48" centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers, or square plate washers. All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking, 2x minimum, and full depth of member. b. Stud Walls: provide blocking at T-0" o/c, maximum height. Comers to be blocked at 48" o/c with plywood edge nailing: to this blocking for the first 48" of these building corners. c. Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-I0d toenails ea. end. or 2-16d end -nails ea. End d. New Framing: Provide 2x blocking for 2 joistirafter bays and spaced 48" o/c in joist and rafter plane at all edges: attach plywood edges to this blocking 8. Nailing Schedule: All nailing shall be in accordance with the \1'FCNt Table 3.1 unless noted herein specifically. Multiple Studs 16d et 12" staggered a. All nails shall be common wire nails. b. Sub -bore where; nails tend to split wood. 9. Headers less than 4'-0", use 2-2x6: all others per NIA State Building Code. �P\kOFMASsq C MICHELE yam CUDILO a S_fFtUC'TU 34774 L No o �Q A9� 9Fpis-( SSIONAt-� J i GENERAL NOTES AND MATERIAL SPECIFICATIONS 1. THE GEOMETRY SHOWN ON THE PLAN HAS BEEN COMPILED FROM ARCHITECTURAL PLANS SUPPLIED BY OTHERS. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FOUNDATIONS: 1. THE PROPOSED STRUCTURE IS NOT LOCATED IN A FLOOD ZONE, AS DETERMINED BY THE SITE PLAN ENGINEER. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE SITE PLAN BY OTHERS. 2. ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER, PRIOR TO CONSTRUCTION. 4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF ALL EXISTING AND NEW STRUCTURAL COMPONENTS TO PERMIT THE SAFE INSTALLATION AND COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY AND WITHOUT JEOPARDIZING THE SAFETY OF ANY PERSON(S). 5. ASSUMED SOIL TYPE FOR DETERMINING SOIL STRENGTH IS MEDIUM SAND WITH ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF. 7. DESIGN WIND SPEED IS 110 M.P.H EXPOSURE B FOR THE 100 YEAR STORM. ROOF SNOW LOAD: 25 PSF. GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK -1 FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information, see Site Plan, by others. 3. Assumed net allowable soil bearing capacity, q— 3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Nlinimum 28 day strength, fc — 3000 psi, 3/4" aggregate, designed per American Concrete Institute Code, latest issue, maxiniu n slump — 4" a.) Anchor bolts ASTNI A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU -series base. SPACED 2' o/c for slab -on -grade construction (i.e. Garage, Basement, etc.). b.) All walls to have min. 2#4 top horizontal, 2" clear, to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1. All workmanship to conforin to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load — 30 psf (plus drift) with applicable reduction ATTIC Storage — 20 psf Living Floor -40 psf Sleeping Floor -30 psf Decks and Balconies — 40 psf Wind Load : Criteria used for 1 10 KIPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50, shop paint with rust inhibitive paint. Thru-Bolts: ASTM A307, 1/2" diameter; punched holes: 9/16" diameter. b. Welds: Shop weld cap and base plates to colunms: shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: a. All new timber framing: Spruce -Pine -Fir No. 2 with Fb—I000psi, E-1,300,000 psi, or better. b. Pressure treated timber (P.T.): Southern Pine with Fb-1300 psi, E-1,600,000 psi, or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L. with Fb-2925 psi, E-1,900 ksi, Fv-285 psi, Fc_per-750 psi, Fc_par —3035 psi. Parallam (PSL): All PSL shall be min. 1.9E ES with Fb-2900 psi, E-1,900 ksi, Fv-285 psi, Fc_per-750 psi;', Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably: 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong -Tie Co. shall be handled and installed per manufacturer requirements, with all nail holes filled, with the size nail as specified by mfgr. or herein. a. Rafter to Ridge Beam: Simpson LSSU-series, or Simpson Straps over top of plywood. spaced 16" o/c: Rafter to Ridge Plate: Collar ties min. 1 x601 16" o/c at top or Simpson Straps over top of plywood spaced 16" o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4' o.%c: CS -14R-48" centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers, or square plate washers. All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking, 2x minimum, and full depth of member. b. Stud Walls: provide blocking at T-0" o/c, maximum height. Comers to be blocked at 48" o/c with plywood edge nailing: to this blocking for the first 48" of these building corners. c. Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-I0d toenails ea. end. or 2-16d end -nails ea. End d. New Framing: Provide 2x blocking for 2 joistirafter bays and spaced 48" o/c in joist and rafter plane at all edges: attach plywood edges to this blocking 8. Nailing Schedule: All nailing shall be in accordance with the \1'FCNt Table 3.1 unless noted herein specifically. Multiple Studs 16d et 12" staggered a. All nails shall be common wire nails. b. Sub -bore where; nails tend to split wood. 9. Headers less than 4'-0", use 2-2x6: all others per NIA State Building Code. �P\kOFMASsq C MICHELE yam CUDILO a S_fFtUC'TU 34774 L No o �Q A9� 9Fpis-( SSIONAt-� J V1 U "PROPER VENT" FROM SOFFIT TO o U RIDGE BETWEEN EACH RAFTER 1 i�l a� "PROPER VENT"FROM SOFFIT TO 00 c'V RIDGE BETWEEN EACH RAFTER A RC�TF N 4 No.951072 WALTHA � MTL. HURRICANE TIE @ MP W Q EA. RAFTER 1 O 0 W Q BLOCKING BETWEEN U) Q NW cn co RAFTERS ICU 8" ALUM. DRIP EDGE o W I 8" ALUM. DRIP EDGE Tarabelsi 2018 ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF PHILIP TARABELSI, ARCHITECT. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO ALIGN_T.O. WALL TO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF PHILIP TARABELSI ARCHITECT. _ _ MATCH RAKE DETAIL OF EXISTING MATCH EXISTING Mark Date STRUCTURE, V.I.F. STRUCTURE Date 19 October 2018 Scale As indicated Job No. 1810-0003 Sheet No. MATCH EAVE DETAIL OF EXISTING STRUCTURE, V.I.F. GABLE END STUDS 1/2" PLYWOOD SHEATHING W/ TYVEK WEATHER BARRIER PERFORATED SOFFIT VINYL SIDING TO MATCH EXISTING MATCH EXISTING Rake Detail Eave Detail I i I 1" = 1'-0" OPTION A OPTION B CORNER PATCH (SEE VCRDET-504) OR COMPATIBLE SEALANT GRACE VYCOR (SEE TECH LETTER #7) COMPATIBLE �� WOODEN WOOD SIDING >' FURRING STRIP I (SEE TECH LETTER #1) ( � i �' SILL PLATE SILL PLATE : .\ GRACEGRACErte VYCORNERTm �� VYCORNER A ,... SEE NOTE -B SEE NOTE -13 TYPICAL WALL CONSTRUCTION WALL SHEATHING WALL SHEATHING (SEE SECTION) NOTES: TOP EDGE OF FLASHING A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS !� TAPED TO SHEATHING WITH B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR FOR EASE OF INSTALLATION AND FUTURE TIE-INS FLASHING TAPE C. IF APPLICABLE, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE D. INSTALL SILL FLASHING AS SHOWN ABOVE MTL. HEAD FLASHING W/ E. E. INSTALL GRACE VYCOR AROUND REMAINING WINDOW UNIT PER GRACE WINDOW DETAILS (VCRDET-100 TO 111) ` DRIP EDGE CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR WITH WEATHER, \�'/ RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS HEADER (BY G.C.) GRACE VYCOR AS G. A BACK DAM CAN BE ACCOMPLISHED USING A WOODEN FURRING STRIP, AS ILLUSTRATED ABOVE, OR BY FOLDING THE GRACE VYCOR 1 DESCRIBED IN ROUGH ADHESIVE LAYER ONTO ITSELF / OPENING PREP. H. OPTION -C. INSTALL WOODEN FURRING STRIP ON TOP OF WOODEN SIDING PRIOR TO GRACE VYCOR �1 I. FOR SILL PAN DEPTHS GREATER THAN 6 INCHES, A SLOPED SILL IS REQUIRED IN ACCORDANCE WITH ASTM E 2112 J. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL CASING 4 Window Sill Pan \�— 3" = 1'-0" FLAT CASING WOOD jt TRIM , MECHANICALLY FASTEN AS EXTERIOR SHEATHING NECESSARY IN CORNERS Window Head Detail THROUGH GRACE VYCOR . .� �. 2 1-011 , g 2 j SILL PLATE i i hI 2 �`.5 O GRACE WINDOW F'� .'' VYCOR STOOL Com` I PAN FLASHING W1 END AND ' WOOD BACK DAMS I I ' BLOCKING GRACE VYCORNERTM OR CORNER APRON / �— SILL NOSING PATCH RECOMMENDED GRACE VYCOR I -1/2" GWB I' NOTES: -VAPOR BARRIER I ' I' i I -R21 BATT INSULATION -2X6 STUDS @ 16" O.C. A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, —' -1/2" PLYWOOD SHEATHING ��.' INSTALLATION VIDEO AND PRODUCT DATA SHEETS y -TYVEK WEATHER BARRIER 1 -SIDING DO NOT FLASH B. RIPCORD® CAN BE REMOVED FROM GRACE VYCOR FOR EASE OF INSTALLATION I OVER BOTTOM NAILING FLANGE C. INSTALL GRACE VYCOR IN ORDER AS SHOWN BY NUMBERS NOTE: D. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL PREPARE ALL ROUGH OPENINGS AS REQUIRED W V4NDOW FUTURE TIE-IN MANUFACTURER. SEAL ALL GAPS AROUND PERIMETER W/ LOW EXPANSION URETHANE E. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR WITH WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS 3 Window Sill Detail �WIndOW FlaShln� F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL V1 U o U 1 i�l a� E 00 c'V � o0 E•H A RC�TF N 4 No.951072 WALTHA MASSAC S S MP W Q 1 O 0 W Q (!1 0< U) Q NW cn co VJ ICU W 0 w Tarabelsi 2018 ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF PHILIP TARABELSI, ARCHITECT. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF PHILIP TARABELSI ARCHITECT. Mark Date Revisions Date 19 October 2018 Scale As indicated Job No. 1810-0003 Sheet No.