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HomeMy WebLinkAboutINGHOUSE_MODISETTE-final field review-signed (1)S-1001NOTES STRUCTURAL NUMBER DATE REVISION 4ING20091SMLJ09/29/2020AS NOTEDMODISETTE RESIDENCE - RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 256 OLD MAIN STREET, S. YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL:FOR CONSTRUCTION07/10/2018 WOOD FRAMING NOTE REVISIONS CONCRETE NOTES1. CONCRETE MIXTURE, FORM-WORK, DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATESTEDITION), UNLESS OTHERWISE NOTED.2. CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL BEAIR-ENTRAINED PER ACI RECOMMENDATIONS. CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS, WHEN TESTED IN ACCORDANCEWITH ACI 318-LATEST EDITION, SHALL BE AS FOLLOWS: ALL CONCRETE WORK - 3,000 PSI .3. THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS, PIERS, ETC., SHALL BE 4". THE MAXIMUM CONCRETESLUMP FOR SLABS SHALL BE 3". EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS. ALLCONCRETE SHALL BE AIR ENTRAINED TO 5% (+/- 1%).4. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONSOF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES.5. NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR FLOODING.6. ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. THE MAXIMUMAPPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 112".7. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. ALLREINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40. RUSTED BARS WILL BE IMMEDIATELY REJECTEDAND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST.8. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENTCRSI SPECIFICATIONS, LATEST EDITIONS.9. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUMCONCRETE COVER:BOTTOM OF FOOTINGS 3"FORMED SIDES OF FOOTINGS 2"FOUNDATION WALLS 112"SLAB ON GRADE 2" BELOW TOP SURFACE10. COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN. ALL COLUMN ANCHOR BOLTSSHALL BE SET BY TEMPLATE.11. ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE PROTECTION ORHEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARDPRACTICE SPECIFICATIONS AND GUIDELINES.12. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. UNDER NOCIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS.13. ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES, AND ONLY INACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS.14. ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. SITE MIXING IS NOT ALLOWED.15. CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED. REINFORCING SUPPORTSSHALL BE OF PROPER HEIGHT, LENGTH, SPACING, SIZE AND MATERIAL TYPE; IN NO CASE SHALL BRICK, WOOD, OR OTHERNON-CONFORMING REINFORCING STEEL SUPPORTS BE USED.FOUNDATION NOTES1. ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL, HAVING A MINIMUMALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT. ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOFROLLED EXISTING GRANULAR FILL.2. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION, LOAM, AND ORGANIC MATERIAL. ALL SILT, FILL,TOPSOIL, AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALLFOUNDATION AND SLAB-ON-GRADE LOCATIONS. SPECIFIED STRUCTURAL, COMPACTED FILL SHALL BE SUBSTITUTED ATTHESE LOCATIONS.3. IF BEARING MATERIALS (OTHER THAN THOSE DESCRIBED ABOVE) WITH A LOWER ALLOWABLE BEARING CAPACITY THAN2,000 LB PER SQUARE FOOT ARE ENCOUNTERED, THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITHSUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER.4. DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING & FLOOR SHEATHING. FDN WALLSDO NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELYCONNECTED.5. ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL.COMPACTED TO 95% MODIFIED PROCTOR DENSITY, AFTER REMOVAL OF UNSUITABLE MATERIALS. BACKFILL UNDER ANYPORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6" TO 8" LIFTS OF 95% MODIFIED PROCTOR DENSITY.6. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS.CONTACT THE E.O.R. PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOILCONDITIONS, OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARINGCONDITIONS.7. NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SUCH FOUNDATIONS OR SLABSPLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NOADDITIONAL COST OR CONTRACT TIME EXTENSION.8. ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTORSHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING, AS NECESSARY, TO ENSURE FOUNDATIONS AND SLABS AREPLACED AS SPECIFIED.9. THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE.10. STRUCTURAL FILL: IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUSMATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACEDIN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS, AND 8 INCHES FORVIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING (1H:1V) ZONE ANDBELOW ALL SLABS.SIEVE SIZESTRUCTURAL FILL* (PERCENT PASSING BY WEIGHT)8" 1003" 70-1003/4" 45-95NO. 430-90NO. 1025-80NO. 4010-50NO. 2000-12*NOTES:THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE.11. CRUSHED STONE SHALL BE 34" ANGULAR, WASHED STONE (NO FINES) OF LIMESTONE OR GRANITE QUARRY,COMPACTED TO ACHIEVE AN EQUIVALENT OF 95% MODIFIED PROCTOR DENSITY COMPACTION.WOOD FRAMING NOTES1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AND SUPPLEMENT "DESIGN VALUESFOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%.2. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, ORAPPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.3. ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING, DECKING, STAIRS, RAILS, BRACING, ETC. SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.4. ALL CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL.5. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADINGAGENCY AND SHALL BE KILN DRY.ALL WOOD WALL FRAMING (STUDS, SILLS, PLATES, BRIDGING, BLOCKING ETC. SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE.VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI, AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI; AND MINIMUM MODULUS OFELASTICITY (E)=1,800,000 PSI. SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS.6. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED INWRITING BY THE STRUCTURAL ENGINEER.7. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADINGAGENCY AND SHALL BE SURFACE DRY: DIMENSIONAL LUMBER (FOR NON-EXPOSED MEMBERS): -FLOOR JOISTS & BEAMS: I-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH -TYPICAL FRAME WALL STUDS: #2 SPRUCE PINE FIR: FC = 1150 PSI, E = 1.4E6 PSI -TIMBERS AND POSTS: PER PLAN SPECIFICATION FOR SIZE AND STRENGTH8. EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE, GRADE NO. 2 OR BETTER AND PRESSURE TREATED.9. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2,600 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FC) PERPENDICULAR TOTHE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,900,000 PSI. INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS. REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS, IF NOTED AS "LVL (2.0E)", PROVIDE LVL WITH ALLOWABLE BENDING STRESS (Fb) OF 2,600 PSI, ANDMODULUS OF ELASTICITY (E) OF 2,000,000 PSI.10. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (AFPA),THE TIMBER CONSTRUCTION MANUAL (AITC).11. ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER, BOISE CASCADE, LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL.12. WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TOALLOW FOR SHRINKAGE.13. FOLLOW MANUFACTURERS' SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGH ENGINEERED LUMBERPRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER.14. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED.15. LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS.16. STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS.17. UNLESS OTHERWISE NOTED, PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AT LOAD BEARING WALLS AS FOLLOWS:INTERIOR WALLS - (2) 2X10EXTERIOR WALLS - (3) 2X10CONTACT THE STRUCTURAL ENGINEER OF RECORD, IN CASE MEMBER SIZES ARE MISSING.18. UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS, AND GIRDERS PROVIDE A BUILT UP OR SOLID POST OF ADEQUATE SIZE TO SUPPORT THE SUPPORTED LOADS.CONTACT THE STRUCTURAL ENGINEER OF RECORD, IN CASE MEMBER SIZES ARE MISSING.19. USE 34" THICK TONGUE AND GROOVE "EXTERIOR GRADE" PLYWOOD FLOOR SHEATHING, 58" THICK "EXTERIOR GRADE" PLYWOOD ROOF SHEATHING, AND 12" "EXTERIOR GRADE"PLYWOOD AT ALL WALLS, UNLESS OTHERWISE SHOWN ON PLANS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. ALL PLYWOOD SHALL BE APA RATED ANDCLEARLY STAMPED.20. PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION. EACH END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED AT THE SUPPORTLOCATION. PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS, OR AS SHOWN ON DRAWINGS. BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT. O.C. SPACING.21. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POSTCAPS AND BASES FOR ALL POSTS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES.22. ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOODGLUE TO BE CONTECH, INC., PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.23. CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WALLS.24. ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED. SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED.25. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS AND LVL'S WITH 3ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER. NAILS USED FOR BUILT-UP PIECESSHALL BE ANNULAR RING NAILS.26. ALL NAILS, FASTENERS, AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED. ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATEDWOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL.27. ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1, H-10, (OR DRAWING DESIGNATED) TIES, FULLY FASTENED WITH MANUFACTURER'S NAILS.28. PLYWOOD FLOOR, ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER. MIN. FASTENERS SHALL BE 8d COMMON SIZE, ANNULAR RING NAILS WITHA MINIMUM 1-58" PENETRATION INTO EACH FRAME MEMBER (STUD, JOIST, RAFTER, BEAM ETC.). PANEL PERIMETER FASTENING SHALL BE 4" OR 6" ON CENTER STAGGERED (REFER TO SHEARWALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS), AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8" OR 12" ON CENTER (OR AS OTHERWISE SHOWN ONDRAWINGS). JOINTS IN ALL SHEATHING SHALL BE STAGGERED, EACH DIRECTION.29. ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WHILE STORED AND SHOW SIGNS OF COMPROMISE WILL BEREJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST.30. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVALOF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS.GENERAL NOTES1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL , MECHANICAL, ELECTRICAL, AND PLUMBINGSPECIFICATIONS , INCLUDING THE FOLLOWING GOVERNING STANDARDS:A. THE MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION (FOR ONE-AND TWO FAMILY DWELLINGS) AND ALL OTHERAGENCIES HAVING JURISDICTION. THE 9TH EDITION BUILDING CODE IS BASED ON THE IRC2015 WITH MASSACHUSETTSAMENDMENTS.B. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATESTEDITION.C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." (ACI 318-LATEST EDITION)D. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), LATEST EDITION.2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLSAND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE.3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCTAND DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTORIS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS.4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FORMATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDINGCODE.5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANYDISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACKTO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.6. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS. THE GENERALCONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDEADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED. THE GENERAL CONTRACTOR SHALLVERIFY SIZE AND LOCATION OF ALL OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURALDRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW.7. FOUNDATIONS, FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS:A. GRAVITY LOADS: - GROUND SNOW, Pg= 30 PSF Pf = 25 PSF; - OTHER ROOMS, EXTERIOR DECKS = 40 PSF - BEDROOMS = 30 PSF B. WIND LOAD [=CONTROLLING LATERAL FORCE] (PER MASS. BUILDING CODE AND ASCE7-05): - WIND SPEED = Vult=140 MPH;- EXPOSURE "B"8. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THESTRUCTURAL DESIGN.09/29/2020 S-2002TYP. FOUNDATION SECTIONS FOUNDATION PLAN & NUMBER DATE REVISION 4ING20091SMLJ09/29/2020AS NOTEDMODISETTE RESIDENCE - RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 256 OLD MAIN STREET, S. YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL:FOR CONSTRUCTIONScale: 1/4"=1'-0"FOUNDATION PLAN30 BAR DIA. MIN.30 BAR DIA. MIN.1-#3 LONG AT EACHCORNER AT MID-DEPTHOF SLAB30 BAR DIA. MIN.SLABSWALLS1-#4 BAR AT EACH SIDE OF OPENINGCENTERED ON WALL.NOTE:ALL HOLES SHALL BE FORMED OR CORED. IFCORED, ALL CORNERS OF SQUAREOPENINGS SHALL BE CORED FIRST BEFORESAWCUTTING. OVER CUTS ARE NOTALLOWED2" (TYP)2" COVER TYP.2" COVERTYP.NOTES:1.SAWCUT JOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT.2.PROVIDE CONTROL JOINTS AT LOCATIONS AS INDICATED ON PLAN3.PROVIDE VAPOR BARRIER & UNDERSLAB INSULATION PER ARCH.SAW CUT OR FORMED CONTROL JOINT -FILL W/ FLEXIBLE EPOXY FILLER (ASSPECIFIED)SPECIFIED WWFREFER TO PLAN FORDEPTH OF WWFSPECIFIED SUB-BASEN.T.S. (SCHEMATIC ONLY)TYP. SLAB ON GRADE CONTROL JOINT DETAILSN.T.S. (SCHEMATIC ONLY)TYP. REINFORCING AT WALL&SLAB PENETRATIONSScale: 3/4"=1'-0"TYP. NEW SHALLOW FROST FOUNDATION (ALL BLDG. PERIMETER)16" (MIN.) OF 34" CRUSHED, COMPACTEDANGULAR STONE OR ACCEPTABLE PROOF ROLLEDSOILS, OR COMPACTED STRUCTURAL FILL(2)-#5 HORIZ. BARS AT BOTT. OF PERIMETER SLAB EDGE (3" UPFROM T.O. CRUSHED STONE ATOP CHAIR BAR SUPPORTS) TYP.,x CONTINUOUS, PROVIDE STD 90 DEG. ANGLES AT CORNERS W/2'-0" LAP LENGTH FOR EA. HORIZ. BAR.PROVIDE CONTINUOUS VAPOR BARRIER, TYP.BELOW SLAB (SEE ARCH. FOR UNDERSLABINSULATION (INSULATION MUST HAVE MIN.25PSI COMPRESSIVE STRENGTH), IF REQUIRED)T.O. SLAB ELEV.= SEE ARCH.SEE PLAN FOR SLAB REINFORCING, TYP.CONT. TO SLAB EDGE (2" CLR.)PROVIDE P.T. SHEATHING MIN. 2'-0" BAND AT BOTTOMOF FRAMED WALL, TYP. REFER TO PLAN NOTES FORSHEAR WALL NAILING.SILL PLATE & ANCHOR BOLTS:P.T. (2)-2x6 CONTINUOUS SILL PLATES ATOP NEW CONC. FDN MAT,FASTEN W/ 58" DIA. A307, GR. "A" ANCHOR BOLTS W/ HEX HEAD @2'-6" O.C.,TYP. AND 0'-6" FROM EACH END, CORNER OR OPENING,TYP.,PROVIDE 8" MIN. EMBED. DEPTH INTO NEW CONCRETE FOUNDATIONMAT SLAB. PROVIDE SIMPSON "BPS 58-6" BEARING PLATES (H.D.G.) @EACH ANCHOR BOLT, TYP.2" TYP. 3" CLR. TYP.1'-6"12"MIN.216"min.(1)-#5 HORIZ. NOSING BARS AT TOP. OF PERIMETER SLAB EDGE2" CLEAR FROM T.O. CONC. SLAB AND FROM EDGE, TYP., xCONTINUOUS, PROVIDE STD 90 DEG. ANGLES AT CORNERS W/2'-0" LAP LENGTH FOR EA. HORIZ. BAR.1" THICK EXTRUDED POLYSTYRENE INSULATIONFOR GROUND USE WITH MIN. OF R=4.5 PER INCH.PROVIDE EXTERIOR PROTECTION FOR VERTICAL,RIGID FOAM INSULATION, E.G. VIACEMENTITIOUS BOARD.NOTE:WATERPROOFING, FLASHING & WALL CLADDINGDETAILS ARE NOT SHOWN IN THIS SECTION(PROVIDED BY OTHERS)℄ COL.POST, SEE PLAN;ATOP P.T. SILL PLATE, TYP. 12" THICK CONC. FOOTING, REFER TOFDN PLAN FOR SIZE AND REINFORCING2" CLRTYP.T.O. CONC. SLAB3" CLRTYP.6" (MIN.) OF 34" CRUSHED,COMPACTED ANGULAR STONE ONACCEPTABLE PROOF ROLLED SOILS,OR COMPACTED STRUCTURAL FILLSEE PLAN1'-0"SEE PLAN FOR TYP. REINFORCINGScale: N.T.S. (SCHEMATIC ONLY)TYP. INTERIOR COLUMN ON SPREAD FTG2C.J.CONTROL JOINT, REFER TO TYP. CONCRETE DETAILSLEGEND:SIMPSON "HDU5-SDS2.5" HOLD DOWN W/ 58" DIA. THREADED ROD. DRILL AND EPOXY RODWITH 8" MIN. EMBEDMENT DEPTH INTO NEW CONC. SLAB, USE SIMPSON "SET-3G"ADHESIVE, TYP. CONNECT HOLD DOWN TO POST VIA. (14)-1/4"x212" SDS SCREWS, TYP.TYP. ALL SHOWN BELL FOOTINGS:10" DIA. CONC. SONOTUBE W/ 24" DIA. BELLFOOTING, E.G. BIGFOOT, REINFORCE W/(1)-#5 VERTICAL BAR, (4 TYP.),CONNECT GIRDERS/ POSTS TO FTGs VIA.SIMPSON "ABU66Z" POST BASE, DRILL &EPOXY 58" DIA. H.D.G. THREADED ROD W/ 6"EMBEDMENT DETPH, USE HILTI "HY200", ORSIMPSON "SET-3G" EPOXY, TYP.4" THK. CONCRETE SLAB, REINFORCEW/ 6x6-W2.1xW2.1 WIRE WELDEDFABRIC, PLACE REINFORCING ATCENTER OF SLAB THICKNESS ATOPCHAIR BARS, TYP. SEE ARCH. FORVAPOR BARRIER BELOW SLAB50'-8"41'-1"30'-6"9'-0"5'-0"3'-4"6'-0"6'-0"6'-0" 3'-4"6'-7"6'-11"3'-4"2'-9"11'-3"20'-2"29'-10"12" THICK CONC. FOOTING,REINFORCE W/ (6)-#5 EACHWAY, EQUALLY SPACED, 3" UPFROM BOTTOM, TYP.12" THICK CONC. FOOTING,REINFORCE W/ (6)-#5 EACHWAY, EQUALLY SPACED, 3" UPFROM BOTTOM, TYP.12" THICK CONC. FOOTING,REINFORCE W/ (4)-#5 EACHWAY, EQUALLY SPACED, 3" UPFROM BOTTOM, TYP.10'-10"±7'-7"4'-7"12'-0"±12'-312"±2'-0"2'-0"2'-0"2'-0"3'-0"3'-0"3'-0"3'-0"C.J.C.J.EXISTING CONC. SLAB TO REMAIN,TYP. (GC TO OVERFRAME FLOOR W/2" RIGID FOAM (E.G. FOAMULAR 250OR EQUAL, AND PROVIDE 2xSLEEPERS AT 16" O.C. FOR SUBFLOORSUPPORT, TYP.)INFILL WITH NEW 4" THK. CONCRETESLAB WHERE SLAB IS MISSING,REINFORCE W/ 6x6-W2.1xW2.1 WIREWELDED FABRIC, PLACEREINFORCING AT CENTER OF SLABTHICKNESS ATOP CHAIR BARS, TYP.SEE ARCH. FOR VAPOR BARRIERBELOW SLAB1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"NEW "SHALLOW FROST PROTECTED FOUNDATIONALONG BUILDING PERIMETER, TYP.SEE TYP. SECTION DETAILP.T. 6x6 POSTSIMPSON (H.D.G.) POSTBASE, SEE PLAN10" DIA.SONOTUBEFOOTING TYPE AND SIZESEE PLAN(1)-#5 VERTICAL BAR@ CENTER OF SONOTUBE4'-0" MIN. FROST DEPTH 8"TYP.N.T.S. (SCHEMATIC ONLY)TYP. SONOTUBE/BELL FTG SECTION09/29/2020Anchor bolts have been installed at 3'-0" o.c., which is acceptable.new footing was installed longer to support new posts on each side of door (see roof framing plan) - o.k.The exterior deck and its footings had not been installed at the time of our site visit.connect dbl 2X blocking plies via. (10)-6" long Timberlok screws to corner post, place in two rows,typ. hold down had not been installed at the time of our site visit. S-2013FRAMING PLAN 1ST FLOOR NUMBER DATE REVISION 4ING20091SMLJ09/29/2020AS NOTEDMODISETTE RESIDENCE - RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 256 OLD MAIN STREET, S. YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL:FOR CONSTRUCTIONScale: 1/4"=1'-0"1st FLOOR FRAMING PLAN2x8 PT FLOO R J O I S T S @ 1 6 " O . C . , T Y P .KEY NOTES:SIMPSON "LUS26Z" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE, AND (4)-10d AT JOIST,ALL COMMON WIRE NAILS W/ 0.148" DIA., TYP.P.T. 6X6 POST (BELOW AS NEEDED), CONNECT TOP END VIA. (2)- SIMPSON "H2.5A" HURRICANECLIPS TO GIRDER BEAM ABOVE, AND VIA. SIMPSON "ABU66Z" POST BASE TO SONOTUBEFOOTING, SEE FOUNDATION PLAN FOR DETAILS. NOTE: IF NO POSTS ARE NEEDED, CONNECTP.T. GIRDER DIRECTLY TO POST BASE, USE P.T. 2x SHIMS AS NEEDED.1ST FLOOR & DECK FRAMING NOTES:1.NEW SUBFLOOR SHEATHING (WHERE APPLICABLE) SHALL BE 34" THK. APA RATED, T&G, PLYWOODSHEATHING, NAIL W/ 8d ANNULAR RING NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP.,PROVIDE 8d ANNULAR RING NAILS @ 4" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDECONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZESQUEAKING.2.ALL DECKING, SEE ARCH. (MIN. 16" REQ. SPAN RATING FOR SELECTED DECKING MATERIALS), FASTEN EA.PLANK W/ CORROSION PROTECTED, SCREW TYPE FASTENER, TYP. NOTE: IF COMPOSITE DECKINGMATERIALS ARE USED, SET ALL SUPPORTING DECK JOISTS AT 12" O.C., TYP.3.PROVIDE CODE COMPLIANT RAILING SYSTEMS AT DECKS AND STAIRS, TYP., COMPLY WITH DCA-6 "DECKCONSTRUCTION GUIDE" FOR ALL POST AND RAILING CONNECTION DETAILS, TYP.LEGEND: 2x BUILT-UP / ENG. WOOD COLUMNS BELOWWALL BELOWWALL ABOVE 2x BUILT-UP / ENG. WOOD COLUMNS ABOVEFRAMING HANGER, SEE KEYNOTE FOR DETAILS(NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.)FULL DEPTH SOLID BLOCKING,MATCH MATERIAL OF JOISTSDECKING, SEE FLOOR & DECK FRAMING NOTES: #4.CONNECT LEDGER VIA. 5" LONG LEDGERLOK SCREWS (BY FASTENMASTER) @ 8" O.C. STAGGEREDINTO SILL PLATES. PROVIDE 2" TYP. EDGE DISTANCE ON LEDGER.SIMPSON "HDU5-SDS2.5" HOLD DOWN W/ 58" DIA. THREADED ROD. DRILL AND EPOXY RODWITH 8" MIN. EMBEDMENT DEPTH INTO NEW CONC. SLAB, USE SIMPSON "SET-XP"ADHESIVE, TYP. CONNECT HOLD DOWN TO POST VIA. (14)-1/4"x212" SDS SCREWS, TYP.ALL EXTERIOR FRAME WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS(2x STUDS @ 16" O.C., TYP.):SHEAR WALL TYPE "A": SHEATH WALL WITH 1532" THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8D ANNULAR COMMONRING NAILS (NAIL DIA.=0.131") @ 4" O.C. AT ALL PANEL EDGES, AND 8" O.C. IN FIELD, PROVIDE BLOCKING AT ALL PANELEDGES, OR USE FULL HEIGHT SHEATHING PANELS.GENERAL SHEAR WALL NOTES (BASE STORY WALLS BELOW THIS FRAMING PLAN):P.T.(2)-2x8 P.T.(2)-2x8 P.T.(2)-2x8P.T.(2)-2x8P.T.(2)-2x8P.T.(2)-2x8DECKING, SEE ARCH.FRAME THIS WALL AS INTERIORSHEAR WALL, TYPE "A"P.T.(3)-2x8P.T.(3)-2x8 P.T.(3)-2x8 09/29/2020The exterior deck and its footings had not been installed at the time of our site visit.place shear wall perimeter nailing at horizontal joint @ top plywood sheet: 8d annular common ring nails @ 4" o.c. S-2024TYP. DETAILS & SECTIONS ROOF FRAMING PLAN & NUMBER DATE REVISION 4ING20091SMLJ09/29/2020AS NOTEDMODISETTE RESIDENCE - RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 256 OLD MAIN STREET, S. YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL:FOR CONSTRUCTIONScale: 1/4"=1'-0"ROOF FRAMING PLAN(2)-2x6(2)-2x6(2)-1 34" X 912" LVL(2.0E)(2)-2x8(2)-2x8 (2)-2x8 (2)-2x6(2)-2x6(2)-2x6(2)-2x6(2)-2x6 (2)-2x6 (2)-2x8 (2)-2x8 (2)-2x82x8 ROOF RAFTERS @ 24" O.C. w/ 2x8 TIESTO REMAIN, VERIFY MIN. (8)-10D FACE NAILED CONNECTION AT EACH END OF EACH TIE, TYP.TRUSSES W/ 2x8 TOP CHORDS @ 24" O.C. TO REMAIN,ATTIC FLOOR & TRUSS WEBS TO REMAINEXISTING FRONT ROOF TO REMAIN(4)-1 34" x 14" LVL(2.0E)(3)-1 34" X 16" LVL(2.0E)(4)-1 34" X 1178" LVL(2.0E), 2-SPAN-CONT. (2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x8(2)-2x8FRAMING HANGER, SEE KEYNOTE FOR DETAILS(NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.)WALL ABOVE2x BUILT-UP / ENG. WOOD COLUMNS BELOWWALL BELOW2x BUILT-UP / ENG. WOOD COLUMNS ABOVELEGEND:1.ALL ROOF SHEATHING (ONLY IN AREAS WHERE RENEWED OR REPLACED) (UNBLOCKED DIAPHRAGM W/ PANEL LONGAXIS PERPENDICULAR TO RAFTERS, STAGGER JOINTS) SHALL BE NEW 58" THK. APA RATED SHEATHING, NAILED W/ 8dANNULAR RING NAILS (DIA. =0.131" x 2.5" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD.2.ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. =0.131" DIA. x 2.5" LONG) @ 3" O.C.,TYP. (INTO CENTER OF RAKE JOIST).3.CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON"H2.5A" HURRICANE TIES, TYP.4.REFER TO SHEET S-300 FOR TYPICAL DETAILS & FRAMING SECTIONS.FULL DEPTH SOLID BLOCKING, USE 2x, TOE NAIL EACH END OF BLOCK, TYP.ALL EXTERIOR FRAME WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS(2x STUDS @ 16" O.C., TYP.):SHEAR WALL TYPE "A": SHEATH WALL WITH 1532" THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8D ANNULAR COMMONRING NAILS (NAIL DIA.=0.131") @ 4" O.C. AT ALL PANEL EDGES, AND 8" O.C. IN FIELD, PROVIDE BLOCKING AT ALL PANELEDGES, OR USE FULL HEIGHT SHEATHING PANELS.GENERAL SHEAR WALL NOTES (1ST AND 2ND STORY WALLS BELOW THIS FRAMING PLAN):ROOF FRAMING NOTES:(2)-2x8 (2)-2x8(2)-2x8(2)-2x8 EXISTING RIDGE BOARD TO REMAIN, ADD 2x6 COLLAR TIES TIGTH TO UNDERSIDE OF RIDGE BOARD, NAIL EACH END W/ (4)-10d COMMON WIRE NAILS, TYP. (4)-1 34" x 14" LVL(2.0E)NOTE: PLACE NEW LVLHEADER TO BE DIRECTLYBELOW END OF 2x8 TIEJOISTS AT PINCH POINTWITH ROOF RAFTER,CONNECT EACH RAFTER W/SIMPSON "H2.5A"HURRICANE CLIP TO LVLBEAM, TYP.NOTE: PLACE NEW LVLHEADER TO BE DIRECTLYBELOW END OF 2x8 TIEJOISTS AT PINCH POINTWITH ROOF RAFTER,CONNECT EACH RAFTERW/ SIMPSON "H2.5A"HURRICANE CLIP TO LVLBEAM, TYP.KEY NOTES:SIMPSON "L70" ANGLE CLIPS, TYP. AT ALL CORNERS OF NEW SKYLIGHT OPENING, FILL ALLHOLES WITH 10D COMMON WIRE NAILS W/ 0.148" DIA., TYP.(5)-2x4 BUILT-UP POST,CONTINUOUS TO FDN,CONNECT TOP END OFPOSTVIA. SIMPSON "H2.5A"HURRICANE CLIP TOLVL BEAM(5)-2x4 BUILT-UP POST, CONTINUOUS TO FDN,CONNECT TOP END OF POSTVIA. SIMPSON "H2.5A"HURRICANE CLIP TO LVL BEAM(4)-1 34" X 1178" LVL(2.0E), 2-SPAN-CONT.514" x 514" VERSA-LAM 1.8 (2750) POST, CONT. FROM LVL BEAM TO FOUNDATION, CONNECTTOP END VIA. (2)-SIMPSON "H2.5A" CLIPS TO LVL BEAM ABOVE, TYP.ADD CONT. 2x6 PLY ON EACH SIDE OF ENGINEERED WOOD POST, NAIL W/ 10D AT 8" O.C.STAGGERED, FULL HEIGHT.CONNECT VIA. LVL BEAM VIA. SIMPSON "H2.5A" HURRICANE CLIP AT EACH INTERSECTING,EXISTING TRUSS @ 24" O.C. , ALTERNATE SIDES, TYP.(4)-2x4POST(4)-2x6 POST(5)-2x4 KNEE POST, SIMPSON "H2.5A"CLIP TOP AND BOTTOM ENDS.(5)-2x4POST(5)-2x4 POST, +(1) JACK ATWINDIOWDBL 2x TOP PLATES, TYP.WALL FRAMING STUDS, TYP. @ 16" O.C.,FRAME @ 12" O.C. IN AREAS OFPRE-MANUFACTURED TRUSSES (IF APPLICABLE)AND ALIGN TRUSS W/ STUD, TYP.(8)-16d (OR STRAP) AT EA. SIDE OF EACHJOINT U.N.O.4'-0" MIN. LENGTHBETWEEN ANY PLATE JOINTREQUIRED NO. OF NAILS MAY BE DISTRIBUTEDALONG THIS ENTIRE LENGTH2" TYP.2" TYP.112" TYP.2" TYP.2-ROWS OF 16dNAILS @ 12" O.C.3-ROWS OF 16d NAILS @12" O.C. , EA. FACE, TYP.10d NAILS @ 6" O.C.STAGGERED.16d NAILS @ 6" O.C.STAGGERED, EA. SIDE, TYP..2-PLY3-PLY2-PLY3-PLYNOTE: REFER TO PLANS FOR BOLTED OR OTHERWISESPECIFIED PLY CONNECTIONS, TYP.2" TYP.4-PLY2-ROWS OF 634" LONGTRUSSLOK SCREWS @ 16"EA. FACE, TYP.(1)-2X6 F.H. KING STUD(2)-2X6 JACK STUDS(U.N.O.) ATTACH TOKING STUD W/ 16dNAILS @ 4" O.C.STAGGERED ANDALTERNATE SIDESHEADER PER PLAN312"SCALE:TYP. MULTI PLY CONNECTIONS1"=1'-0"SCALE:TYP. LAP SPLICE OF TOP PLATES1"=1'-0"SCALE:TYP. HEADER SUPPORT@ BUILT-UP COLUMNS1"=1'-0"2x ROOF RAFTER, SEE ROOFFRAMING PLANTYP. SHEAR WALLEDGE NAILING2x6 STUD WALL W/ STUDS @ 16"O.C., TYP.SIMPSON "H1" OR"H2.5A" HURRICANETIE, EA. RAFTER, TYP.58" THK. APA RATEDPLYWOOD ROOFSHEATHING, SEE PLANNOTES FOR NAILINGREQUIRMENTS12SEE ARCH.Scale: 1"=1'-0"TYP. EAVE FRAMING SECTION @ WALLScale: 1"=1'-0"TYP. EAVE FRAMING SECTION @ HEADER2x ROOF RAFTER, SEE ROOFFRAMING PLANTYP. SHEAR WALLEDGE NAILINGSIMPSON "H1" OR"H2.5A" HURRICANETIE, EA. RAFTER, TYP.58" THK. APA RATEDPLYWOOD ROOFSHEATHING, SEE PLANNOTES FOR NAILINGREQUIRMENTS12SEE ARCH.HEADER, SEE ROOFFRAMING PLAN;REFER TO TYP. PLYCONNECTION DETAILS FORLVL BEAMCONNECT MIN. SINGLE CONT. TOPPLATE VIA 4" LONG TIMBERLOKSCREWS (USE 6" IF DBL TOPPLATE), STAGGERED @ 8" O.C. TOLVL HEADER09/29/2020Hurricane clips not installed. Use (2)-8" long Timberloks in lieu of hurricane clips, install as "toe-screws" w/ 3" end distance at post "L70" clips not installed at the time of our site visit, please add.acceptable LVL header & post supports installed at dooracceptable LVL header & post supports installed at dooradd 2x6 brace to this rafter, similar to other trusses in order to provide support for long span of top chordexisting 2X8 roof rafter is damaged, add new 2X8 sister to existing rafter, nail w/ 10D at 8" o.c. staggered, typ.this skylight framing/opening moved north into garage roof - o.k.missing hurricane clips this eave line - please install!one hurricane clip missing nails, please addmissing hurricane clips this eave line - please install!