HomeMy WebLinkAboutAP-2024-022 Marroquin - PlansDECKOUTDOORSHOWERGARAGENORTHSCALE: 1/8"=1'-0"EXISTING FIRST FLOOR PLANGAS METERLANDINGDWELLINGLOT LINELOT LINE
Date: 03.06.2023Existing First Floor Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioEX-1 42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
UPPROPOSED FOUNDATION PLAN SCALE: 1/4"=1'-0"NORTHP-5AP-5A13 RISERSFULL FOUNDATIONUNFINISHED BASEMENTP-6BP-6BALARM LEGENDSMOKE DETECTORCARBON MONOXIDE DETECTORSDCOHDHEAT DETECTOR11'-10"
30'-0"BEAMPOCKETBEAMPOCKETSDCO8'-0"
6'-0"BASEMENTWINDOW6'-8"4'-0"5'-4"4'-0"10'-8"LANDING ABOVELANDINGABOVE3/0x6/8UP10 RISERS8" THICK x 7'-10" HIGHCONCRETE FOUNDATION WALLON 16" x 10" CONTINUOUS KEYEDCONCRETE FOOTING2x6 P.T. SILL W/58" Ø ANCHOR BOLTSSPACED 38" O.C. WITH3"x3"x14" PLATE WASHERSWITH 7" MIN. EMBEDMENTINTO CONCRETE24'-0"3 1/2" CONCRETE FILLEDLALLY COLUMN ON30"x30"x10" CONCRETEFOOTING (TYP.)10" Ø CONCRETE FILLEDSONOTUBE (TYPICAL)5'-4"5'-4"8"8"8"9'-434"10'-714"8"16"8'-4"8'-414"7'-014"4'-1112"20'-0"(3)2x10 GIRDER (LOW)(2)2x10(2)2x10
3'-7"8"(3) #5 CONT. HORIZONTAL BARLOCATED 3" FROM THE BOTTOMOF THE FOOTINGCONCRETE FOOTING PLACEDPRIOR TO STEM58" Ø ANCHOR BOLTS SPACED 38" O.C. WITH3"x3"x14" PLATE WASHER WITH MINIMUM 7"EMBEDMENT INTO CONCRETEBASEMENT CONCRETE STEM WALL AND SPREAD FOOTING DETAILSCALE: 1/4"=1'-0"10"16"(2) #4 CONT. HORIZONTAL BARINSTALLED 3"-5" FROM TOP AT THETOP/MIDDLE/BOTTOM OF THE STEMWALL.CORNER DETAILSCALE: 1 1/2"=1'-0"WIRE WRAP24"24"
Proposed Foundation Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-1 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez ResidenceSTRUCTURAL 4-6-23
EXISTING DECKEXISTINGOUTDOORSHOWEREXISTING DWELLING30 FEET PRIVATE WAYPROPOSED FIRST FLOOR PLAN SCALE: 3/32"=1'-0"NORTHPROPOSED SECOND FLOOR PLANSCALE: 3/32"=1'-0"NORTH30'-0"EXISTING LANDINGGAS METER10 FEET BUILDING SETBACK LINE10 FEET BUILDING SETBACK LINE
10 FEET BUILDING SETBACK LINE
20 FEET BUILDING SETBACK LINELOT LINENEW SWIMMING POOL10' x 20'LCNEW FENCENEW FENCENEW FENCE
NEW FENCE
GATEEXISTING GARAGE TO BE RELOCATED15'x20'25'-0"20'-0"19'-0"14'-0"9'-0"3'-1"6'-0"43'-0"34'-0"UPLIVING ROOM8'-0"1/2 BATHBENCH/HOOKSCLOSETLANDING7'x4'DN2/82/44/0SDCOENTRYABBA STEP 6 1/2" DOWN1BB2BATH #13'-1" x 3'-1"SHOWERDNBEDROOM #2BEDROOM #1BEDROOM #330" VANITYCLOSETCLOSETCLOSET5/04/02/62/
62/42/
66/0SDCOSDSDSDBBBBAABBBCBINFORMATION TAKEN FROM CERTIFIED PLOTPLAN DONE BY EASTBOUND LANDSURVEYING, INC., DATED 03/06/2014SDProposed Floor Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-2 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
UPLIVING ROOMPROPOSED FIRST FLOOR PLAN SCALE: 1/4"=1'-0"NORTHBATH #13'-1" x 3'-1"SHOWERDINING7'x3'-6"ISLANDKITCHENDN8'-0"1/2 BATHBENCH/HOOKSCLOSETPROPOSED SECOND FLOOR PLANSCALE: 1/4"=1'-0"NORTHLANDING7'x4'21'-812"7'-1"30'-0"
8'-512"9'-434"9'-434"BEDROOM #2BEDROOM #1BEDROOM #36'-10"10'-8"
10'-11"3'-512"9'-0"10'-1"DN12'-714"2'-1"15'-0"DWREF.3'-912"30" VANITY3'-1"3'-6"LANDING7'x4'2/82/44/0CLOSETCLOSETCLOSET5/04/02/62
/
62/42/
6 2x6 WALL6/024" x 16" NICHE2'-1"
2'-1"
12'-012"3'-912"16'-9"12'-012"20'-0"3'-1"4'-612"P-5AP-5AP-5AP-5AP-6BALARM LEGENDSMOKE DETECTORCARBON MONOXIDE DETECTORSDCOHDHEAT DETECTOR3'-912"SDCOSDCOSDSDSDENTRYBBBBAABBBCABBBBA7'-1"3'-7"5'-212"5'-11"2'-1"
7'-4"22'-8"
3" TYP.
7'-4"9'-312"9'-4"4'-034"3'-6"12'-0"5'-734"2'-414"3" TYP. STEP 6 1/2" DOWN
STEP 6 1/2" DOWN1210'-0"7'-734"2'-414"3" TYP.30'-0"
6'-212"B7'-7"
8'-412"5'-912"
1'-912"
7'-114"8'-834"7'-0"7'-0"2'-1014"2'-1014"6'-0"7'-0"9'-6"6'-6"7'-0"5'-812"6'-712"2'-914"714"3'-1"3'-1"INTERIOR WALLS: 2x4 STUDEXTERIOR WALLS: 2x6 STUDGENERAL NOTE: MAKE SURE THERE IS ENOUGH SPACE FOR 3 1/2" CASING AT ALL DOORSP-6BP-6BP-6B12" DEEP WRAP AROUND STEP (TYP.)14 RISERS8'-912"10'-0"SDProposed Floor Plans
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-2 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
PROPOSED NORTH ELEVATIONSCALE: 1/4"=1'-0"8128126'-1012"HEADER HEIGHTB
B8128'-114"
PLATE HEIGHT PLATE HEIGHT
8'-114"7'-10"
TOP OF FOUNDATION WALLPROPOSED SOUTH ELEVATIONSCALE: 1/4"=1'-0"FIRST FLOORSECOND FLOORBASEMENT LEVEL812BBAAA6'-1012"
HEADER HEIGHT
3" SLAB ON GRADE UNDER FIRSTSTEP FOR SUPPORT1WINDOW SCHEDULEROUGH OPENINGW x HUNITIDABCMANUF.AW212'-0 5/8" x 2'-4 7/8"TYPENOTES:BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH MA AMENDMENTS.CLIMATE ZONE: 5AFENESTRATION REQUIREMENTS: WINDOW U-FACTOR ≤ 0.30 WINDOW SHGC: NO REQUIREMENT W x HUNIT SIZE2'-0 1/8" x 2'-4 3/8"400 SERIESANDERSEN400 SERIESANDERSENTW24422'-6 1/8" x 4'-4 7/8"2'-5 5/8" x 4'-4 7/8"TW24310400 SERIESANDERSENAWNINGFOR GRILLE PATTERN AND VENTING CONFIGURATIONS SEE ELEVATIONS.CASEMENT & AWNING HARDWARE: TRADITIONAL FOLDING: WHITEWINDOW FINISH (EXTERIOR): WHITEWINDOW FINISH (INTERIOR): WHITE; JAMB LINERS: WHITEFULL CONVENTIONAL INSECT SCREENS FOR ALL OPERABLE UNITSGLASS OPTION: HIGH-PERFORMANCE LOW-E4 WITH ARGON GRILLES: "FINELIGHT" BETWEEN THE GLASS DOUBLE-HUNG TILT-WASH 400 SERIES HARDWARE: STANDARD: WHITEANDERSEN ROUGH OPENING DIMENSIONS ARE THE MINIMUM AMOUNT OF SPACE LEAVE AT LEAST 1/4" SPACE AROUND THE WINDOW FOR FOAM INSULATION.NEEDED BETWEEN THE WINDOW OR PATIO DOOR AND THE BUILDING STRUCTURE. TILT-WASHDOUBLE-HUNGTILT-WASHDOUBLE-HUNG2'-6 1/8" x 4'-0 7/8"2'-5 5/8" x 4'-0 7/8"EXTERIOR DOOR SCHEDULE2IDUNITTYPEMANUF.1W x HMIN. ROUGH OPENINGW x HUNIT SIZE400 SERIESANDERSENTHERMA-TRUFIBERGLASS ENTRY DOORSMOOTH STAR6-LIGHT 2-PANELLOW-E GLASS3'-2 1/2" x 6'-10 1/2"3'-0" x 6'-8"FWG60611FRENCHWOOD GLIDING PATIO DOOR 6'-0" x 6'-11"5'-11 1/4" x 6'-10 3/8"NOTES:GRILLE PATTERN: SEE ELEVATIONSProposed Elevations/Sched.
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-3 Date: 12.07.2022
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
PROPOSED EAST ELEVATIONSCALE: 1/4"=1'-0"BILCO BASEMENT DOORDOOR SIZE: CEXTENSION SIZE: 12"BABBB6'-1012"
HEADER HEIGHT
6'-1012"
HEADER HEIGHT
6'-1012"HEADER HEIGHT
FRIEZE BOARDS: 1x8FASCIAS: 1x81x5/1x6 CORNER BOARDSPROPOSED WEST ELEVATIONSCALE: 1/4"=1'-0"BCBBBA612"
6'-1012"
HEADER HEIGHT
3" SLAB ON GRADE UNDER FIRSTSTEP FOR SUPPORT6'-11"
HEADER HEIGHT AZEK EXTERIOR TRIM SCHEDULE:RAKES: 1x8 W/ 1x3 SHADOW BOARDEXTERIOR DOORS: 1x5WINDOWS: 1x5 W/ SUB-SILLFASCIAS: 1x8FRIEZE BOARDS: 1x8CORNER BOARDS: 1x5 / 1x62Proposed Elevations
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-4 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
10"16"8'-114"
PLATE HEIGHT
7'-10"
TOP OF FOUNDATION WALL
20'-0"812PLATE HEIGHT
8'-114"
6'-1134"3'-7"6'-10"
8'-334"CROSS SECTION @ STAIRSSCALE: 1/4"=1'-0"AA812FULL FOUNDATIONUNFINISHED BASEMENT1/2 BATHENTRYBEDROOM #1CLOSETRIDGE BOARD: 2x12 RIDGE BOARD SHALL BE NOT LESS IN DEPTHTHAN THE CUT END OF THE RAFTER.30 YR. ARCHITECTURAL ASPHALT SHINGLES 30# FELT PAPER5/8" CDX ROOF SHEATHING2x10 RAFTERS @ 16" O.C. TYPICAL ROOF CONSTRUCTION:RIM JOIST:INSULATE AND INCLUDEAIR BARRIER (TYPICAL)FLOOR JOISTS:2x10 @ 16" O.C.COLLAR TIES: 2x4's @ 16" O.C. CEILING JOISTS: 2x10 @ 16" O.C. W/HURRICANE NAILING PATTERNR-49 INSULATION2x6 STUDS @ 16" O.C.R-21/5 1/2" FIBERGLASS INSULATION1/2" CDX PLYWOOD SHEATHINGTYPICAL EXTERIOR WALL CONSTRUCTION:15# FELT PAPER BUILDING WRAP WHITE CEDAR SHINGLES @ 5" MAX. EXPOSURE TO WEATHER VAPOR BARRIER12" SHEETROCK, SMOOTH FINISH13 RISERS 14 RISERS
ASPHALT DAMP PROOFWALL COATING6" MIN. CLEAR DISTANCE FROMANY WOOD TO FINISH GRADEPLACE FOOTING ON UNDISTURBEDSOIL BELOW FROSTLINEFOUNDATION TO WALL CONNECTION:EXTEND WALL SHEATHING DOWN TO LAPSILL PLATE, FASTEN EDGE.HURRICANE CLIPS: SIMPSON H2.5AAT EACH RAFTER (TYP.)DOUBLE 2x6 TOP PLATE1x8 PVC FASCIA1x8 PVC SOFFIT1x8 PVC FRIEZETOP OF FOUNDATION25'-414"ATTICTYPICAL FLOOR CONSTRUCTION:2x10 FLOOR JOISTS @ 16" O.C.W/3/4" T&G ADVANTECH SUB FLOORGLUED & NAILED9'-434"10'-714"BUILDING HEIGHT
8"3'-912"(3)1 34"x 9 14" LVL's(3)1 34"x 9 14" LVL's(2)2x10(3)2x10 GIRDER(LOW)PLASTIC Z LEDGER CAPICE AND WATERSHIELDJOIST HANGERLVL RIM BOARDSCALE: 1 1/2"=1'-0"TYPICAL DECK DETAILFIRST FLOOR SUB FLOOR6 1/2" LEDGER: 2x WITH (2)LEDGERLOKS @ 16" O.C. INTO RIM BOARD (2)#4 REBARP.T. 2x @ 16" O.C.Cross Section A
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-5 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
LIVING ROOMKITCHEN10"16"7'-10"TOP OF FOUNDATION WALL 8'-114"PLATE HEIGHT
8'-334"
6'-10"BEDROOM #2FULL FOUNDATIONUNFINISHED BASEMENT30'-0"CROSS SECTION @ STAIRSSCALE: 1/4"=1'-0"INTERIOR WALLS: 2x4 STUDEXTERIOR WALLS: 2x6 STUDBB3'-7"12'-012"11'-10"LANDINGLANDING9"9"PLATE HEIGHT8'-114"
6'-1012"
1
0
R
I
S
E
R
S
712"6'-8"BILCO BASEMENT DOORDOOR SIZE: CEXTENSION SIZE: 12"TYPICAL FLOOR CONSTRUCTION:2x10 FLOOR JOISTS @ 16" O.C. W/3/4" T&G ADVANTECHSUB FLOOR GLUED & NAILED AND W/ R-30 FIBERGLASSINSULATION OVER ALL UNHEATED SPACES2" DEEP x 4" WIDE KEYWAY6 MIL MOISTURE BARRIERFIBERBOARD EXPANSION JOINT4" THICK CONCRETE SLAB8"SECOND FLOOR SUB FLOOR3'-512"COLLAR TIES: 2x4's @ 16" O.C. CEILING JOISTS: 2x10 @ 16" O.C. 8"W8x40 STEEL BEAMSTEEL COLUMN:HSS4"x4"x14"(2)1 34"x 9 14" LVL's6'-1134"3'-7"(3)1 34"x 9 14" LVL's(2)2x10(3)2x10 GIRDER(LOW)3 1/2" CONCRETE FILLEDLALLY COLUMN ON 30"x30"x10"CONCRETE FOOTING (TYP.)8'-4"8'-414"7'-014"4'-1112"DROP BULKHEAD WALLS 7 1/2" BELOW MAIN FOUNDATION WALLCross Section B
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-6 Date: 03.07.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
RIM JOIST:INSULATE AND INCLUDEAIR BARRIER12" PLYWOOD SHEATHINGBASEBOARD TO BE DETERMINED34" ALLOWANCE FORFINISH FLOOR34" T&G ADVANTECH SUBFLOORR-30 FORMALDEHYDE-FREE12" SHEETROCK; SMOOTH FINISH30 YEARASPHALT SHINGLES5/8" PLYWOODROOF DECKING2x10 ROOF RAFTERS @ 16" O.C.TYPICAL WALL DETAILNOT TO SCALE30# FELT PAPERCAVITIES WITHIN CORNERS ANDHEADERS SHALL BE COMPLETELYFILLED WITH INSULATIONCONTINUOUS BEAD OF SEALANTCONTINUOUS BEAD OF SEALANTCONTINUOUS EXPANDING FOAMAT WINDOW PERIMETERCONTINUOUS EXPANDING FOAMAT WINDOW PERIMETERCONTINUOUS BEAD OF SEALANTCONTINUOUS BEAD OF ADHESIVE2x6 STUD WALL WITH R-21 FORMALDEHYDE-FREEWHITE ALUMINUM DRIP EDGEAT ALL EAVESVAPOR BARRIERTHE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED.FELT BUILDING PAPER1x 8 FRIEZEICE AND WATER SHIELDFIBERGLASS INSULATIONFIBERGLASS INSULATIONR-49 INSULATION1x3 PINE STRAPPING @ 16" O.C.PERPENDICULAR TO CEILINGJOISTS12" SHEETROCKCONTINUOUS BEAD OF SEALANTCEILING DRYWALL TAPED TO WALLDRYWALL WINDOW CASING - TO BE DETERMINEDCONTINUOUS BEAD OF SEALANTCONTINUOUS SILL SEALERFIBERBOARD EXPANSION JOINT8" THICKCONCRETE FOUNDATION WALL58" Ø ANCHOR BOLTS AND3"x3"x14" THICK PLATE WASHERS2" DEEP x 4" WIDE KEYWAYASPHALT DAMP PROOF WALLCOATING4" THICK SLABFINISH GRADE2x6 P.T. SILLSILL SEALERHURRICANE CLIPS: SIMPSON H2.5AAT EACH RAFTER (TYP.)(INSTALL PRIOR TO BLOCKINGAND PLYWOOD SHEATHING)ALTERNATE:H2A2x BLOCKING BETWEEN RAFTERS(NOTCH FOR VENTILATION IF REQUIRED)EDGE NAILING6 MIL MOISTURE BARRIERFOUNDATION TO WALL CONNECTION:EXTEND WALL SHEATHING DOWNTO LAP SILL PLATE, FASTEN EDGE.6" MIN. CLEAR DISTANCE FROMANY WOOD TO FINISH GRADEPLACE FOOTING ONUNDISTURBED SOIL BELOW FROSTLINEGENERAL REQUIREMENTS:A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER.BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED.CEILING/ATTIC:THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SHALL BE SEALED.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED.WALLS:THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED..THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED..KNEE WALLS SHALL BE SEALED.WINDOWS AND DOORS:THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE SEALED.RIM JOISTS:RIM JOISTS SHALL INCLUDE THE AIR BARRIER.FLOORS (INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS):THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS.THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION.AIR BARRIER AND INSULATION INSTALLATIONCRAWL SPACE WALLS:WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS.EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPING JOINTS TAPED.SHAFTS, PENETRATIONS:DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED..NARROW CAVITIES:BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATIONREADILY CONFORMS TO THE AVAILABLE CAVITY SPACE.GARAGE SEPARATION:AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES.RECESSED LIGHTING:RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL.PLUMBING AND WIRING:BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ONINSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING.SHOWER/TUB ON EXTERIOR WALL:EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED.ELECTRICAL/PHONE BOX ON EXTERIOR WALLS:THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED BOXES SHALL BE INSTALLED.HVAC REGISTER BOOTS:HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE SELED TO THE SUBFLOOR OR DRYWALL.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE AIR BARRIER.CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OR R-3 PER INCH MINIMUM.EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGMENT WITH THE AIR BARRIER.RIM JOISTS SHALL BE INSULATED.FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENET CONTACT WITH THE UNDERSIDE OFSUBFLOOR DECKING, OR FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDEOF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROMRECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED.THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE SHOWERS AND TUBS.Typical Wall Detail
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioP-7 Date: 03.07.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez Residence
PROPOSED FIRST FLOOR FRAMING PLAN SCALE: 1/4"=1'-0"NORTHP-5AP-5A8'-4"8'-414"FLOOR JOISTS:2x10 @ 16" O.C.P-5B11'-10"3'-9"16'-10"
3'-7"6'-214"8'-834"7'-014"4'-1112"BEAMPOCKETBEAMPOCKETTOILET WASTE PIPE OPENINGLOCATION; NO JOIST UNDERFLOOR JOISTS:2x6 P.T. @ 16" O.C.FLOOR JOISTS:2x6 P.T. @ 16" O.C.9'-434"10'-714"P-6B30'-0"20'-0"LEDGER ATTACHMENT:(2)LEDGERLOK SCREWSPER 16" O.C.LEDGER ATTACHMENT:(2)LEDGERLOK SCREWSPER 16" O.C.(3)2x6 P.T.(3)2x6 P.T.
(3)2x10 GIRDER (LOW)(2)2x10(2)2x10POINT LOADFROM ABOVEFirst Floor Framing Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioS-1 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez ResidenceSTRUCTURAL 4-6-23
PROPOSED SECOND FLOOR FRAMING PLAN SCALE: 1/4"=1'-0"NORTHPROPOSED ROOF FRAMING PLANSCALE: 1/4"=1'-0"NORTHP-5AP-5AP-5AP-5AFLOOR JOISTS:2x10 @ 16" O.C.STEEL COLUMN:HSS4"x4"x14"10'-912"11'-034"P-6BP-6B12'-012"TOILET WASTE PIPE OPENINGLOCATION; NO JOIST UNDERPOST DOWNPOST DOWN;GANGED STUDSEQUAL TO BEAM WIDTH9'-434"10'-714"20'-0"7'-234"6'-112"4'-012"9'-434"6'-012"11'-512"
18'-534"
30'-0"
(3)1 34"x 9 14" LVL's (FLUSH)2x10 RAFTERS@ 16" O.C. WITH2x10 CEILING JOISTSALL RAFTERS 2x10 @ 16" O.C.NOTE: PROVIDE SOLID BLOCKING BETWEEN RAFTERS@ 48" O.C. IN FIRST 2 BAYS AT EACH END OF BUILDINGLEGENDINTERIOR WALLS: 2x4 STUDEXTERIOR WALLS: 2x6 STUD20'-0"30'-0"- HATCHED WALLS= BEARING WALLS TO SUPPORT CEILING JOISTS15'-4"3'-834"2x12 RIDGE BOARD8'-1114"10'-134"9'-612"9'-612"P-6BP-6B8'-1114"10'-134"7'-412"
11'-4"
10'-1112"
11'-4"
BEARING WALL ABOVE
(3)1 34"x 9 14" LVL's (FLUSH)W8x40 STEEL BEAMW8x40 STEEL BEAMFOR THE BASE PLATEUSE8"x8"x12" WITH (2)58"THREADED RODSDRILLED AND EPOXYINTO THE CONCRETEFOUNDATION.THE BASE PLATES NEEDTO BEAR DIRECTLY ONCONCRETE,NOT THE WOOD SILLPLATE.PLUMBING HOLE FOR SHOWER;NO JOIST UNDER3'-912"(3)1 34"x 9 14" LVL's (FLUSH)(3)1 34"x 9 14" LVL's (FLUSH)(2)1 34"x 9 14" LVL'sBEARING WALL ABOVESUPPORTING ROOF RAFTERSSTEEL COLUMN:HSS4"x4"x14"ALL BEAMS TO BE FLUSH UNLESS OTHERWISE NOTED.HEADER: (3)2x10HEADERS: (3)2x8 UNLESS OTHERWISE NOTEDHEADERS: (3)2x6 UNLESS OTHERWISE NOTEDPOST DOWN;GANGED STUDSEQUAL TO BEAM WIDTH(3)1 34"x 9 14" LVL's (FLUSH)
2nd Floor & Roof Framing Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioS-2 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez ResidenceSTRUCTURAL 4-6-23
SCALE: 1/4"=1'-0"NORTHSCALE: 1/4"=1'-0"NORTHP-5AP-5AP-5AP-5AP-6BP-6BP-6BP-6BFIRST FLOOR SHEARWALL PLANCHECKLIST WALL REQUIREMENTSXK,XJ: # OF KING & JACK STUDS @ OPENINGSUSE 2K, 1J IF NOT NOTEDX12- PLYWOOD SHEATHING EDGE NAILING- PLYWOOD SHEATHING FIELD NAILINGNOTE: ALL SHEATHING VERTICAL FROM SILL PLATE TO TOP OF DOUBLE TOP PLATE.SECOND FLOOR SHEARWALL PLANUSE (3)1 34"x 9 14" LVL'sAT STAIR OPENING TOAVOID BALLOON FRAMING3126121J 3K2J1J 3K6122J 3K2J 3K6121J 3K1J 3K2J6121J 3K2J1J 3K6126126121st & 2nd Floor Shearwall Plan
Phone: (508)-308-8614
PO Box 1106 - Harwich, MA 02645
La Casa StudioS-3 Date: 03.06.2023
42 Woodbury Ave., Hyannis, MA 02601
Lopez ResidenceSTRUCTURAL 4-6-23
NO.REVISION/ISSUE DATEPROJECT:SCALE: NONE
SUMMARY OF CONSTRUCTION
REQUIREMENTS
STANDARD FRAMING CONNECTION REQUIREMENTS :
FOLLOW REQUIREMENTS OF TABLE 2 FROM WFCM MANUAL.
FLOOR CONSTRUCTION REQUIREMENTS :
FIRST TWO JOIST BAYS OF THE FLOOR FRAMING FROM EACH GABLE END
TO BE BLOCKED WITH TJI BLOCKING OR 2x LUMBER 4-ft ON CENTER FOR
THE LENGTH OF THE JOIST. SHEATHING TO BE NAILED IN ACCORDANCE
WITH TABLE 2 (8d NAILS, 6” SPACING AT THE EDGES AND 12” SPACING IN
THE FIELD).
EXTERIOR WALL REQUIREMENTS :
ALL EXTERIOR WALL STUDS TO BE 2x6 AT 16” ON CENTER. THE DOUBLE
TOP PLATES ON THE EXTERIOR WALLS TO HAVE A MAXIMUM SPLICE LENGTH
OF 4 FEET AND SPLICES TO BE NAILED WITH 12-16d NAILS IN ACCORDANCE
WITH TABLE 6 IN THE WFCM 110/B BOOKLET.
ROOF FRAMING REQUIREMENTS :
RAFTER CONNECTION TO THE TOP PLATE REQUIRES SIMPSON H2.5A
HURRICANE CLIPS WITH 2X BLOCKING BETWEEN JOIST BAYS TOE NAILED TO
THE RAFTER AND TOP PLATE WITH 7-10d NAILS PER BAY. IF BLOCKING IS
NOT DESIRED, SIMPSON H-10A OR H-14A HURRICANE CLIPS CAN BE
SUBSTITUTED AND INSTALLED ON EVERY RAFTER WITHOUT BLOCKING. ALL
CLIPS TO BE INSTALL IN ACCORDANCE WITH SIMPSON REQUIREMENTS.
COLLAR TIES ARE REQUIRED IN THE UPPER THIRD OF THE ROOF RAFTERS AND
ARE TO BE NAILED WITH (5) 10d NAILS PER SIDE OR USE SIMPSON LSTA
18 STRAPS FROM RAFTER TO RAFTER OVER THE RIDGE BOARD.
ROOF SHEATHING TO BE NAILED USING 8d OR EQUIVALENT NAILS 6” ON
CENTER AT THE EDGES, 6” ON CENTER IN THE FIELD. THE FIRST TWO BAYS
BETWEEN RAFTERS ARE REQUIRED TO BE BLOCKED 4 FEET ON CENTER AT
ALL GABLE ENDS PER THE WFCM.
LIMITATIONS AND CONTRACTOR RESPONSIBILITIES :
THE CONTRACTOR MUST REFER TO THE TABLES AND FIGURES WITHIN THE
WFCM 110 MPH EXPOSURE B BOOKLET FOR ILLUSTRATIONS AND
REQUIREMENTS DISCUSSED WITHIN THIS SUMMARY. ALL CONNECTIONS AND
NAILING MUST MEET THE REQUIREMENTS HEREIN AND AS ILLUSTRATED IN THE
BOOKLET IN ORDER TO BE IN COMPLIANCE WITH THE BUILDING CODE. THE
CONTRACTOR IS RESPONSIBLE TO ENSURE ALL CONNECTIONS, NAILING,
AND ANCHOR BOLTS ARE VISIBLE TO THE INSPECTOR AT THE TIME OF THE
FRAMING INSPECTION/FOUNDATION INSPECTION. THE CONTRACTOR MUST
REFERENCE THE SIMPSON STRONG TIE C-2014 CATALOG FOR ALL STRAP,
HANGAR, AND TIE INSTALLATION REQUIREMENTS AND LIMITATIONS. THIS
DOCUMENT AND THE ATTACHMENTS AS WELL AS A COPY OF THE WFCM
BOOKLET MUST ACCOMPANY ALL SETS OF PLANS SUBMITTED TO THE
BUILDING DEPARTMENT AND ISSUED TO THE
CONTRACTOR/SUBCONTRACTORS UNLESS THE PLANS ARE UPDATED WITH
NOTES AND DETAILS THAT REFLECT THE REQUIREMENTS STATED IN THIS
DOCUMENT AND ATTACHMENTS.
42 WOODBURY AVE.
HYANNIS, MA
JOB#: 23-048 LOPEZ RESIDENCELOPEZ RESIDENCE
DATE:03-14-2023
SHEARWALL PANEL NAILING
SCHEDULE
SHEARWALL CONSTRUCTION
15 32" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT
6"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.
NOTE : FOR PLYWOOD SHEAR WALLS LISTED ABOVE, 8d COMMON OR
GALVANIZED BOX NAILS = (0.131 x 2 1 2"). GUN NAILS MATCHING THE NAIL
DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE.
SOLE PLATE CONNECTION
SCHEDULE
1 - ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH
END OF THE WALL.
2 - FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C.
3 - NAILING OF SHEATHING TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN
SHEARWALL.
4 - ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH
(2) 16d NAILS AT 6" O.C. FOR ATTIC/SECOND FLOOR SHEARWALLS AND (2) 16d
NAILS AT 4" O.C. STAGGERED FOR FIRST FLOOR SHEARWALLS.
SOLE PLATE CONNECTION TO RIM BOARD
CONNECTION TO FLOOR RIM BOARD
(3) - 16d COMMON NAILS PER 16"
(3) - 16d COMMON NAILS PER 16"
WALL TYPE
58" DIA. ANCHOR BOLTS AT 38" O.C. .
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
NOTE : ANCHOR BOLTS REFERENCED ABOVE TO BE 58" DIAMETER A307 STEEL
ANCHOR BOLTS WITH 3" x 3" x 14" PLATE WASHERS WITH 7" MINIMUM EMBEDMENT
INTO CONCRETE.
CONNECTION TO CONCRETE FOUNDATION
126
(4) - 16d COMMON NAILS PER 16"
NOTE : ALL PLYWOOD TO BE RUN VERTICAL FROM SILL PLATE TO AT
LEAST 2" INTO THE SECOND FLOOR BOX ON TWO STORY BUILDINGS OR TO
THE DOUBLE TOP PLATE IN SINGLE STORY BUILDINGS. USE 2 ROWS OF
NAILS SPACED 3" ON CENTER STAGGERED AT THE TOP AND BOTTOM OF
EACH PLYWOOD SHEET PER FIGURE 4 IN THE CHECKLIST.
15 32" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT
4"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.4 12
3 15 32" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT
3"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.12
6 12
4 12
3 12
THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY LA CASA STUDIO AND WAS BASED ON THE FLOOR PLANS
AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE
REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE
REQUIREMENTS OF THE WIND DESIGN.
1.1 SCOPE
WIND SPEED (3-SEC. GUST) 110 MPH X
WIND EXPOSURE CATEGORY B X
1.2 APPLICABILITY
NUMBER OF STORIES 2 STORIES ≤ 2 STORIES X
ROOF PITCH 8:12 ≤ 12:12 X
MEAN ROOF HEIGHT 22 ft ≤ 33' X
BUILDING WIDTH, W 20 ft ≤ 80' X
BUILDING LENGTH, L 30 ft ≤ 80' X
BUILDING ASPECT RATIO (L/W) 1.5:1 ≤ 3:1 X
NOMINAL HEIGHT OF TALLEST OPENING 6'8" ≤ 6'8" X
1.3 FRAMING CONNECTIONS
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS X
2.1 FOUNDATION
FOUNDATION WALLS MEET REQ. OF 780 CMR 5404.1 - CONCRETE X
2.2 ANCHORAGE TO FOUNDATION1,3
5/8” ANCHOR BOLTS IMBEDDED OR 5/8” PROPRIETARY
MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY
BOLT SPACING – GENERAL 38 in. o.c. X
BOLT SPACING FROM END/JOINT OF PLATE 9 in. ≤ 6" - 12" X
BOLT EMBEDMENT – CONCRETE 7 in. ≥ 7" X
PLATE WASHER (FIG 5) ≥ 3" X 3" X ¼" X
3.1 FLOORS
FLOOR FRAMING MEMBER SPANS CHECKED X
MAXIMUM FLOOR OPENING DIMENSION 12 ft ≤ 12-ft X
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS
LESS THAN 2’ FROM EXTERIOR WALL X
MAX. FLOOR JOIST SETBACKS SUPPORTING
LOAD BEARING OR SHEAR WALLS 0 ft ≤ d X
MAX. CANTILEVERED JOISTS SUPPORTING
LOAD BEARING OR SHEAR WALLS 0 ft ≤ d X
FLOOR BRACING AT ENDWALLS X
FLOOR SHEATHING TYPE X
FLOOR SHEATHING THICKNESS 3/4 in. X
FLOOR SHEATHING FASTENING
8 d NAILS AT 6 in. EDGE / 12 in. FIELD X
4.1 WALLS
WALL HEIGHT
LOADBEARING WALLS 8 ft ≤ 10' X
NON-LOADBEARING WALLS 8 ft ≤ 20" X
WALL STUD SPACING 16 in. ≤ 24" o.c X
WALL STORY OFFSETS N/A ft ≤ d N/A
4.2 EXTERIOR WALLS3
WOOD STUDS
LOADBEARING WALLS 2 x 6 - 7 ft 11 in. X
NON-BEARING WALLS 2 x 6 - 7 ft 11 in. X
GABLE END WALL BRACING
FULL HEIGHT ENDWALL STUDS X
GYPSUM CEILING LENGTH 100 % ≥ 0.9W X
1 X 3 CEILING FURRING STRIPS @ 16” SPACING WITH 2 X 4
BLOCKING @ 4 ft. SPACING IN END JOIST/TRUSS BAYS X
DOUBLE TOP PLATE
SPLICE LENGTH 4 ft X
SPLICE CONNECTION (# 16D COMMON NAILS) 12 X
LOADBEARING WALL CONNECTIONS
LATERAL (# 16d COMMON NAILS) 2 X
NON-LOADBEARING WALL CONNECTIONS
LATERAL (# 16d COMMON NAILS) 2 X
LOAD BEARING WALL OPENINGS
HEADER SPANS 6 ft 0 in. ≤ 11-f X
SILL PLATE SPANS 6 ft 0 in. ≤ 11-f X
FULL HEIGHT STUDS 3 X
NON-LOAD BEARING WALL OPENINGS
HEADER SPANS 5 ft 6 in. ≤ 12-ft X
SILL PLATE SPANS 5 ft 6 in. ≤ 12-ft X
FULL HEIGHT STUDS (NO. OF STUDS) 3 X
EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY
MINIMUM BUILDING DIMENSION (W)
HEIGHT OF TALLEST OPENING 6'8" ≤ 6'8" X
SHEATHING TYPE WSP X
EDGE NAIL SPACING 3 in. X
FIELD NAIL SPACING 12 in. X
SHEAR CONNECTION (# 16d/ft) 4 X
PERCENT FULL-HEIGHT SHEATHING 67 % X
-5% FOR OPENINGS > 6'8" X
MAXIMUM BUILDING DIMENSION (L)
HEIGHT OF TALLEST OPENING 6'8" ≤ 6'8" X
SHEATHING TYPE WSP X
EDGE NAIL SPACING 6 in. X
FIELD NAIL SPACING 12 in. X
SHEAR CONNECTION (# 16d/ft) 3 X
PERCENT FULL-HEIGHT SHEATHING 55 X
-5% FOR OPENINGS > 6'8" X
WALL CLADDING
RATED FOR WIND SPEED? X
APA PORTAL WALLS AND/OR WIND DESIGN SHEARWALLS USED NO
5.1 ROOFS
ROOF FRAMING MEMBER SPANS CHECKED? X
ROOF OVERHANG 1 ft ≤ SMALLER OF 2-ft OR L/3 X
TRUSS OR RAFTER CONNECTIONS AT LOAD BEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT U= 236 plf X
LATERAL L= 176 plf X
SHEAR S= 77 plf X
RIDGE STRAPS (IF COLLAR TIES NOT USED) T= 162 plf X
GABLE RAKE OUTLOOKER 1 ft ≤ SMALLER OF 2-ft OR L/2 X
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT N/A
LATERAL(#16d COMMON NAILS) N/A
ROOF SHEATHING TYPE WSP X
ROOF SHEATHING THICKNESS 7/16 in. ≥ 7/16" WSP X
ROOF SHEATHING FASTENING 8d 6/6 X
NOTES:
1. THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY TO COMPLY WITH THE REQUIREMENTS OF
780 CMR 5301.2.1.1 ITEM 1. IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING
METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE:
a. STEEL STRAPS PER FIGURE 5
b. 20 GAGE STRAPS PER FIGURE 11
c. UPLIFT STRAPS PER FIGURE 14
d. ALL STRAPS PER FIGURE 17
e. CORNER STUD HOLD DOWNS PER FIGURE 18A AND FIGURE 18B
2. THE BOTTOM SILL PLATE IN EXTERIOR WALLS SHALL BE A MINIMUM 2 IN. NOMINAL
THICKNESS PRESSURE TREATED #2-GRADE.
3. SEE CHECKLIST SHEARWALL CONSTRUCTION DETAIL FOR SHEARWALL CONSTRUCTION
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)CHECKLIST COVER SHEETPROJECT ADDRESS:
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
42 WOODBURY AVE.
HYANNIS, MA
CS1.0
SHEET
APA
KING AND JACK STUD
REQUIREMENTS
# OF KING AND JACK STUDS AT OPENINGS. USE 2K, 1J IF NOT
NOTED OTHERWISEX K , X J
STRUCTURAL 4-6-23
SCALE: NONEPROJECT:JOB#: 23-048 LOPEZ RESIDENCEDATE:03-14-2023
ROOF SHEATHING
ROOF RAFTER PER PLAN
LSTA STRAP @ 16" O.C.
(PER GSN)
SEE ALTERNATE
ALTERNATE : ATTACH OPPOSING RAFTERS
BELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 4
COLLAR TIE AS SHOWN. RIDGE STRAPS NOT
REQUIRED WHEN USING A COLLAR TIE.
(5) - 10d NAILS
@ EACH END
STRUCTURAL RIDGE BEAM
RIDGE BOARD/BEAM
RAFTER TO TOP PLATE
ROOF SHEATHING
2X BLOCKING BETWEEN
RAFTERS (NOTCH FOR
VENTILATION IF REQUIRED.
REFER TO ARCHITECTURAL
PLANS FOR MORE INFO.)
EDGE NAILING
DOUBLE 2X TOP PLATE
BEAM
(IF SHOWN ON PLAN)
H2.5A (INSTALL PRIOR TO
BLOCKING AND PLYWOOD
SHEATHING) ALTERNATE: H2A
2X BLOCKING BETWEEN
RAFTERS (NOTCH FOR
VENTILATION IF REQUIRED.
REFER TO ARCHITECTURAL
PLANS FOR MORE INFO.)
ROOF RAFTER
PER PLAN
DOUBLE 2X TOP PLATE
EDGE NAILING
2X STUD
H2.5A (INSTALL PRIOR TO
BLOCKING AND PLYWOOD
SHEATHING) ALTERNATE: H2A
PROFILE VIEW
ELEVATION VIEW
NO. REVISION/ISSUE DATE
SHEARWALL HOLDDOWN SCHEDULE
WHEN THIS EDGE RESTS ON
FRAMING USE 8d NAILS AT 6"o.c.INTERMEDIATE FRAMING8d AT 12"o.c.EDGE NAILING8d AT 6"o.c.PANEL
DOUBLE EDGE
NAIL SPACING
FRAMING MEMBERS
EDGE INTERMEDIATEVERTICAL PANEL EDGES 8d AT 6"o.c.INTERMEDIATE FRAMING8d AT 12"o.c.3/8"
3/8"1/2"min.1/2"min.1/2"min.3"min
3"min
PANEL
DOUBLE NAIL EDGE SPACING DETAIL
PANEL EDGE
PANEL
CHECKLIST SHEARWALL
CONSTRUCTION
1. FROM TABLES 10 AND 11 WFCM MANUAL 110 MPH EXP. B AND LOCATION OF WALL
SHEATHING AND BUILDING ASPECT RATIO, DETERMINE PERCENT FULL-HEIGHT SHEATHING
AND NAIL SPACING REQUIREMENTS
2. WOOD STRUCTURAL PANELS SHALL BE MINIMUM THICKNESS OF 7/16” AND BE
INSTALLED AS FOLLOWS:
a. PANELS SHALL BE INSTALLED WITH STRENGTH AXIS PARALLEL TO STUDS.
b. ALL HORIZONTAL JOINTS SHALL OCCUR OVER AND BE NAILED TO FRAMING.
c. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO BOTTOM
PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE.
d. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE
TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT
BOTTOM OF PANEL. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO
BAND JOIST AND LOWER ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR
FRAMING.
e. HORIZONTAL NAIL SPACING AT DOUBLE TOP PLATES, BAND JOISTS, AND
GIRDERS SHALL BE A DOUBLE ROW OF 8D STAGGERED AT 3 INCHES ON CENTER
PER FIGURES BELOW : VERTICAL AND HORIZONTAL NAILING FOR PANEL
ATTACHMENT
VERTICAL AND HORIZONTAL NAILING FOR PANEL ATTACHMENT
1 SHEARWALL HOLDDOWN TYPE1SHEARWALL TYPE
SHEARWALL GRIDLINE1 SHEARWALL
PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW
OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE.
# OF KING AND JACK STUDS AT OPENINGSX K , X J
1
P
LEGEND
5 8" DIA. ANCHOR BOLT
(7" MIN. EMBEDMENT)
LSTA24 STRAP (INSIDE FACE OF
WALL) HEADER TO (2) 2x6FASTEN TOP PLATE TO HEADER
WITH (2) ROWS OF 16d SINKER
NAILS AT 3" O.C.
15 32" STRUCTURAL
PANEL SHEATHING
MIN. 2"x2"x 3 16" PLATE WASHER
FASTEN SHEATHING TO HEADER
WITH 8d COMMON OR GALVANIZED
BOX NAILS IN 3" GRID PATTERN AS
SHOWN AND 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING AND SILLS)
TYP.
STHD14 HOLDOWN
(2)-2x6
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24" OF
MID-HEIGHT OF WALL.
BLOCKING SHALL BE
NAILED WITH (3) 16d
SINKERS
SIDE ELEVATION
STHD14 HOLDOWN
2x6 FRAMING
DOUBLE TOP PLATE RIMBOARD
RIMBOARD
SHEATHING FILLER
(IF REQUIRED)
LSTA24 STRAP
(INSIDE FACE OF WALL)
HEADER TO (2)-2x6
(TYPICAL, REFER TO PLAN FOR SPECIFIC HEADER REQUIREMENTS)
MIN. 3" X 11-1/4" HEADER OR AS SPECIFIED
APA PORTAL WALL DETAIL (NOT TO SCALE)
(SUBSERVIENT TO APA TT-100F BY THE ENGINEERED WOOD ASSOCIATION)
CONSTRUCTION NOTES:
1) WELD BASE PLATES TO VERTICAL
TUBE STEEL POSTS. POSTS TO BE
ATTACHED TO CONCRETE
FOUNDATION WITH (4) -34" THREADED
ROD WITH SIMPSON SET EPOXY WITH
15" MIN. EMBEDMENT.
2) COLUMNS TO BE SPLIT AT BEAM
LOCATIONS AND 3/4" PLATES TO BE
USED TO CONNECT COLUMNS TO
BEAM TO PROVIDE MOMENT
CONNECTION.
3) CONTRACTOR TO VERIFY ALL
DIMENSIONS PRIOR TO
CONSTRUCTION.
HSS POST AS SPECIFIED
BASE PLATE AS SPECIFIED
BASE PLATE AS
SPECIFIED
FLITCH PLATE (1) STEEL 12"x 11" W/ (2) LVL 1 34"x 1178"
KNIFE CUT HSS AND
WELD PLATE BOTH
SIDES. . FABRICATOR TO
PROVIDE DETAIL
KNIFE CUT HSS AND
WELD PLATE BOTH
SIDES. .
FABRICATOR TO
PROVIDE DETAIL
HSS POST AS
SPECIFIED
FLITCH PLATE (1) STEEL 12"x 11" W/ (2) LVL 1 34"x 1178"
MOMENT FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SCALE)ADDITIONAL STRUCTURAL NOTESPROJECT ADDRESS:
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
42 WOODBURY AVE.
HYANNIS, MA
CS1.1
SHEET
14
APA
1 (1) - CS 16 COIL STRAP W/ (26) 8d (0.131 x 2 1 2" LONG) NAILS WITH STRAP APPLIED
DIRECTLY TO 2X FRAMING MEMBERS. PROVIDE HALF OF THE NUMBER OF NAILS SPECIFIED
AT EACH END OF STRAP. CUT SMALL SLOT IN FLOOR SHEATHING AND ATTACH STRAP TO LVL
BEAM OR LVL BLOCKING IN BETWEEN TJI FLOOR JOISTS IN FLOOR FRAMING BELOW.
CONNECT BLOCKING TO TJI JOIST WEBS WITH HUS 412 FACE MOUNT HANGER. PROVIDE
BACKER BLOCKING IN TJI JOIST WEB PER MANUFACTURER'S SPECIFICATIONS.
SECOND FLOOR AND INTERIOR HOLDDOWNS FOUNDATION HOLDDOWNS
HDU4-SDS2.5 W/SSTB20 ANCHOR BOLT PLACED BEFORE POUR. ATTACH TO FOUNDATION
W/ APPLICABLE ANCHORMATE. USE CNW5
8 COUPLER NUT BETWEEN ANCHOR BOLT AND 5
8"
THREADED ROD INTO HOLDOWN.
2 (2) - CS 16 COIL STRAP W/ (26) 8d (0.131 x 2 1 2" LONG) NAILS WITH STRAP APPLIED
DIRECTLY TO 2X FRAMING MEMBERS. PROVIDE HALF OF THE NUMBER OF NAILS SPECIFIED
AT EACH END OF STRAP. CUT SMALL SLOT IN FLOOR SHEATHING AND ATTACH STRAP TO LVL
BEAM OR LVL BLOCKING IN BETWEEN TJI FLOOR JOISTS IN FLOOR FRAMING BELOW.
CONNECT BLOCKING TO TJI JOIST WEBS WITH HUS 412 FACE MOUNT HANGER. PROVIDE
BACKER BLOCKING IN TJI JOIST WEB PER MANUFACTURER'S SPECIFICATIONS.
4
STHD14 FOUNDATION HOLDOWN STRAPS FOR APA PORTAL WALLS. SEE TT-100F FOR
ADDITIONAL CONSTRUCTION DETAILS. ATTACH HOLDOWNS TO FOUNDATION FORMWORK
WITH APPROPRIATE ANCHORMATES PRIOR TO POUR.
14
HDU14-SDS2.5 ATTACHED TO 6x6 DOUGLAS-FIR POST W/ SB1x30 ANCHOR BOLT PLACED
BEFORE POUR. ATTACH TO FORM WORK WITH APPLICABLE ANCHORMATE. USE CNW 1"
COUPLER NUT BETWEEN ANCHOR BOLT AND 1" THREADED ROD INTO HOLDOWN.
15
STRUCTURAL 4-6-23