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AP-2023-033 Permit Plans
PERMIT PLANS ---.......-p---1 ✓ '--'' .-. � j � H ., j � 19 AND 29 BEARSE ROAD HYANNIS MA 02601 0ENERAL NOTES: NO WORK SHALL u:;MMENC:C UNflL A PUILDIN0 PEl<Mlf HAS PEEN Of,fAINED. ALL WORK SHALL PE IN AUtRDANC-E WITH THE STATE OF MA55.¼HUSETT5 l¼PES, RULES AND REOOLATIONS. 0UARANfEE ALL WORKMANSHIP AND MAfERIALS FOR A PERIOD OF ONE YEAR. THE C-ONfRKfOR SHALL PE RE5PON5IPLE FOR REPAIRIN0 AND/OR REPLKIN0 HIS OWN DEFFUflVE WORK AS WELL AS PAY ALL e,osrs INC-IDENfAL fHEREfO IN,:;LUDIN0 DAMA0E TO OTHER WORK, FLRNISHIN05 AND/OR E0)IPMENT. DRAWIN05 ARE NOT ro PE %ALED. ALL WORK SHALL PE LAID AA PY DIMINSIONS. ANY DEVIAflONS SHALL PE PROlJE:,Hf ro fHE AffENflON OF THE OWNER IMMIDIAfL Y ALL DIVIAflONS SHALL It ,:;ORRE,:;fED PY fHE c;ONfRKfOR PEFORE HE PE0IN5 HIS PORTION OF THE WORK ,;,ONSTRlkTION SHALL PE PERFORMED IN SLJ,:;H A MANNER AS TO PROTE,:;f WORKMEN AND 0ENERAL PUPLIC-FROM INJURY & ADJA&ENf PROPERfY FROM DAMA!'£. PERFORM ALL WORK IN AUt'RDANC-E WlfH fHE PROcEC-f SPE,:;IFIC-AflONS. DRAWIN05 ARE THE PROPERfY OF THE ARc;HITE,:;T AND SHAL NOT PE C-OPIED OR DUPLIC-ATED IN ANNY MANNER fl f(�TRlk:AL: fHE ENflRE ELE,::;fRIC-AL INSfALLAflON SHALL PE INSfALLED IN AUt'RDANC:C WlfH MA AND NE,:; /¼PES, RULES AND REOOLATIONS. ,;,ONfRKfORS SHALL 0UARANfEE ALL WORK FOR WHlfC-H MAfERIALS ARE FURNISHED, FAf;RIC-AfED OR FIELD EREc;fED, ALL FKfORY ASSEMPLED E0)IPMENf FOR WHlf,:;H NO SPE,:;IFIC-MANUFKfURER'S 0YARANfEE 15 FURNISHED AND ALL WORK IN ,;,ONNE,:;flON WITH INSf ALLINE, ANY MANLFKfURER'S 0UARANfEED E6/UIPMENf. THIS PERSONAL 0UARANfEE SHALL EXIST FOR A PERIOD OF ONE YEAR OF FINAL AUEPfANC:C OF THE WORK AND SHALL APPLY TO DEFE,:;TS IN fHE MATERIAL AND WORKMANSHIP IN ANY KIND WORDINAfE ALL E0JIPMENf RE0JIREMENf5 WITH THE MANUFKfURER'S DAfA. PERFORM ALL WORK IN AUt'RDANC-E WITH THE PROcEC-f'S 5PEc;IFIC-AflON5. PLIJMBIN0: ALL PLLMPIN0 SHALL PE PERFORMED PY A LIC-ENSED PLLMPER AND SHALL C-ONFORM ro SfAfE OF MA AND NFPA /¼PES, RULES AND RE0ULAflON5. PLUMPIN0 VENf SIZES AND LOC-ATIONS SHALL PE DETERMINED PY fHE PLUMPIN0 c;ONTRKfOR ALL SLEEVE SIZES SHALL It DEfERMINED PY THE PLUMPIN0 ,;,ONfRKfOR. PROvlDE SfOP VALVES IN ALL PIPES ro FIXfURES AHEAD OF THE Of'ERAflN0 LEVERS OR FA UC-Ef5. WORDINATE ALL E0)IPMENT RE0)IRMENf5 WITH THE MANUFKfURER'S DAfA. PERFORM ALL WORK IN AUt'RDANC-E WITH THE PROcEC-T SPE,:;IFIC-ATIONS. FOUNDATION AND C-ONC-RETE NOT ES: ALL C-ONC-RETE WORK SHALL WNFORM ro THE LATESf EDlflON OF fHE AMERIC-AN C-ONC-REfE IN5flfUfE5fANDARD5 ENflfLED 5PEc;IFIC-AflON5 OF SfRUC-fURAL C-ONC-REfE FOR PUILDIN05 (Kl ';Ol-71-). WELDED WIRE FAPRIC- SHALL C-ONFORM TO "STANDARD 5PEc;IFIC-AflON5 FOR WELDED WIRE FAPRIC-FOR C-ONC-RETE REINFORC-EMENT" (ASTM AIBS) AND SHALL PE SUPPLIED IN FLAT SHEETS REINFORC-IN0 SHALL C-ONFORM ro ''DEFORMED AND PLAIN PILLEf SfEEL FOR ,;,ONC,REfE REINFORC-INE," (ASfM A6I5) 0R. W C-ONC-RETE SHALL HAVE A u:;MPRESSIVE 5fREN0fH OF ';000 PSI AT 2.8 DAYS MINIMUM ALL C-ONC-RETE EXPOSED ro fHE ELEMENfS SHALL HAVE AIR ENfERfAINMENf IN KWRDANC-E WlfH Kl REWMMENDAflONS FOR fHE PARflC-ULAR MIX DE5I0N FOR EXfREME EXPOSURE. MINIMUM WVER FOR REINFORC-EMENT SHALL PE e; INC-HES FOR C-AST A0AIN5T AND EXPOSED TO fHE EARTH, 1-INC-HES FOR C-ONC-REfE EXPOSED ro THE WEATHER AND I ' INC-HES FOR ALL OTHER C-ONC-REfE. ALL C-ONC-REfE SHALL PE PROfE,:;fED FROM FREEZIN0 Pl.RINE> WLD WEAfHER. C-ONC-RETE FOOTINE, SHALL REAR ON VIR6IN SOIL HAVINE, AN ALLOWAPLE PEARIN6 C-APKlfY OF 1-.0 TONS PER 5(:/UARE FOOT. NO FOUNDAflONS SHALL PE PLAc:-ES ON WAfEROR ON FROZEN 0ROUND OF 500 PSI Af 2.8 DAYS. FOOTINE, SHALL It PROTEC-fED A0AIN5f FROSf UNflL PROcEC-f 15 u:;MPLEfED. L ,;,ONC-REfE SLAPS PLAc:-ED ON 0ROUND SHALL PE REINFORC-ED WITH 6� W / 1-."JX'/.."J WELDED WIRE FAPRIC-OR WIRE MESH. C-ONTINl.1?5 PAR SHALL RUN C-ONTINUOUSL Y AROUND THE ,;,ORNER AND LAPPED AT NEc;ESSARY SPLIC:CS OR HOC-KED AT Dl%0Nf1Nl.JQU5 ENDS. INSfALLAflON OF REINFORC-EMENf SHALL It C-OMPLEfED Af LEASf '2-4 HOJ<-5 PRIOR ro %HEDULED WPULAflON OF PLAc:-EMENf OF REINFORC-EMENf. ALL FOUNDAflON WAL.LS AND 6RADE f;EAMS SHALL PE f,RA,;,ED DURIN0 PAC-K FILLIN0 AND fAMPIN0 OPERAflONS. fHE USE OF C-ONfROL JOINfS IN THE SLAP 15 REc;OMMENDED ro WNfR/a_ C-RAC-KINE,. 0RAA ro PE NON sna AND NON MEfALLIC-WITH A MINIMUM u:;MPRESSIVE SfRENE,fH. ALL REINFORc:-EINE, PARS SHALL PE WLD PENf_ DAM PROOF ALL FOUNDATION WALLS BELOW GRADE. Design Loads Portions of the s1n.Jctura have bean designed to support the following superimposed live loads In accordance with the latest edition of the Commonwealth of Massachusetts State Building Code requirements and local code provisions: 1st Floor Level ......................... 40 psf 2nd Floor Level ........................ 40 psf Attic .......................................... 20 psf Wood Deck .............................. 40 psf Ground (nonnal) Snow .. , ......... 50 psf Wind ........ .. .... 90 mph Earthquake .... Sec. 1612.0. Mass. S1ate Code Concrete 1. All concrete shall be controlled and be nonnal weight having a minimum compressive strength of 3,000 psi in 28 days unless noted otherwise. The minumum 28 day compressive strength of all concrete slabs on grade shall be 4,000 psi. 2. The maximum size of aggregata is 3/4 inch diameter. 3. Admixb.Jres in the concrete shall not be used without the Archt-Engineers consent. 4. When deposited, the contractor shall follow the recommended practices of the American Concrete lnstibJte ( ACI). 5. When deposited. all concrete shall be thoroughly worked by means of suitable tools to avoid pockets, voids or honeycombs. 6.Provisions shall be made for maintaining concrete in a continually moist condition for a period of at least five ( 5) days after placement. 7.All reinforced concrete shall conform to the ACI specification 318-95. 8. All reinforcing steel rebars shall new billet steel conforming to ASTM A 615, Grade 60 and have a minimum yield strength of 60,000 psi. The minimum lap on all re bar splices shall be 40 bar diameters or as directed on the plans. 9. The detailing, fabrication and placement of reinforcement and accessories shall follow the latest standard practice as recommended by the American Concrete Institute ( ACI) and the CRSI COde of Standard Practice. 10. All concrete, where possible, shall be formed. Forms shall be of wood or metal as required to produce clean, true, even surfaces and they shall be sufficiently tight to prevent leakage. 11. All slabs on grade shell be reinforced with a single layer of welded wire fabric sheets. Size of all wire fabric sheets to be 6x6-W2.9xW2.9 and shall be located at mid-depth of the slab. All welded wire fabric sheets shall confonn to ASTM A-185, latest edition. Lap 6 inches at ends. 12. All reinforcing steel rebars shall have the following ooncrete cover: Footings ................ 3" from bottom Walls, Piers ........... 2" from sides 13. All reinforcing steel shall be securely wired togelher where possible. 14. No horizontal & vertical pour stops are pemitted in building concrete foundation walls. 15. When construction joints are used in slabs and walls, they shall be located at points of minimum shear and shall be keyed. 16. General Contractor shall ascertain the location of all embedments as required by other trades. Installation of all such embedments shall be checked for completeness and location before concrete is poured. 17. No concrete shall be subject to drops in excess of 5 feet. Foundation 1. General Contractor shall field verify all dimensions and elevations and shall be responsible for the seme. 2.All footings shall bear on undisturbed (virgin) soil and / or supervised compact fill, free of frost Footings have been shown for a minimum allowable bearing capacity of 1.5 tons per square foot. The elevations shown are for estimating and are subject lo revision when true conditions are revealed by excavation. Contractor shall notify Architect of any doubtful conditions 3.Footing depths are subject to approval by the Architect when poor soil, water and obstructions occur. 4. The sub-base makeup directly under all slabs on grade shall be a 8 Inch minimum layer of gravel plus vapor barrier. The vapor barrier shall 0e 6 mil polyethylene. 5. All fill material shall be free from clay, rock or gravel larger than 2 inches in any dimension, debris, waste frozen materials and vegetable and other deleterious matter. All soil infill garage areas shall be backfilled in 10 inch to 12 inch lifts and compacted to 95% or better. 6. The bottoms of all exterior footings shall be at least 4 feet below the finished grade or as indicated on the plans. In no case shall footings be undermined. 7. Level changes of footings shall be one foot vertical to two feat horizontal or as shown on the plans. 8.) Drilled-in anchors shall be Hilti HIT Adhesive Anchors installed aas per manufacb.Jrer's requirements. 9. Prior to any excavation, all underground facilities within the work area shall be Identified. Foundation {continued) 10. All backfill material against the basement walls shall be carefully placed as not to impose surcharge force, Do not fully baekfill basement walls without authorization from the Arctrt.-Engineer. Floors providing lateral support for such walls must be in place prior to fully backfilling 11. Should pipes pass through new walls, drop footings so that they pass over the top of the footing. 12. No footing shall be placed on frozen ground or in water. Wood 1. All connecton for wood oonstruction are to be nails, spikes, hold down anchors, metal joist hangers, framing anchors or patented special fasteners as given in the "Simpson Strong-Tie n product manual or equal. They shall he corrosion free where necessary. All fasteners for treated wood shall be of corrosion-resistant material. 2. All plywood sub-flooring, roof sheathing, vertical wall sheathing plus installation as required shall conform to the latest American Plywood Association (APA) requirements. 3. All wood subject to decay/deterioration shall be treated. All wood posts or columns, sill plates, etc. in direct contact with concrete shall be treated. 4. All vertically glued 2.0 E Series LVL multiple Micro-Lam (M.L.) headers and/or beams shall have the following minimum allowable design stresses under dry use and normal load duration: Modulus Of Elasticity ................... 2, 000, 000 psi Flexural .................. , ......................... , .. 2, 800 psi (for 12" depth only) Horizontal Shear ...................................... 285 psi 5. All solid one piece wood posts shall have the following minimum allowable design stresses under dry use and normal load duration: Modulus Of Elasticity .................... 1, 800, 000 psi Flexural ................................................ 2, 200 psi Horizontal Shear ....................................... 285 psi Comp. perpendicular to Grain ................... 900 psi Comp. parallel to Grain ......................... 3, 000 psi 6. All sawn lumber size members shall have the following minimum allowable design stresses under dry use and nomal load duration unless called for otherwsse on the plans: Modulus Of Elasticity ................... 1, 300, 000 psi Flexural ................................................ 1. 200 psi Hoizontal Shear ......... , ............................... 80 psi Comp. perpendicular to Grain ............... 390 psi Comp. parallel to Grain ........................ 1, 000 psi 7 _ The quantity and size of fasteners connecting all wood frame members together shall not be less than that specified In Table 2305.2," Fastening Schedule E', as given in the Massachusetts State Building Code, 7th edition. 8. Consult Archt-Engineer for consent prior to providing any hole and/or opening in any wood support member. 9. Plywood roof, subflooring and vertical wall sheathing shall be as follows: """ 19/32" APA structural 1 rated plywood sheathing exp. 1 with clips as all joints wall ........... ...1/2" subfloor .......... 3/4" 10. The tops and bottoms of all wood posts where called for shall have full end support to maintain stability. Positive connections shall be provided to resist uplift and lateral displacement 11. All plywood subflooring shall be glue-nailed to wood floor joists for added strength. 12. All plumbing, electrical, heating and fire protection plus all other utilities are by others. 13. All floor Joists beneath parallel span partitions are to be doubled. 14. Provide bridging in all floor. attic and roof framing as required. Conform to the minimum provisions given in the Massachusetts State Building Code, 7th edition. Pre-Engineered Wood Joists 1. All work included the complete furnishing and installation of the joists as shown on the drawings. 2. Products shall be custom designed to fit the dimensions and loads given on the drawings. Sae drawings for size and spacing. 3. A complete set of design calcula11ons shall be prepared by the manufacturer of the joists under the supervision of a registered professional Structural Engineer for the State of Massachusetts. 4 Shop Drawings showing layout and detail necessary for determining fit and placement of the joists in the structure to be provided by the manufacturer. 5. Joists shall be manufactured In a plant approved for fabrication by the building code and under supervision of a third party inspection agency. 6. Contractor shall give the joist manufacturer representative notification prior ro enclosing the joists to provide opportunity for inspection of the installation. 7. All products delivered shall be free from manufacturer errors and defects in workmanship and material. 8. Due to customized detail and engineering characlaristics of the framing assembly, it is a requirement that the Truss Joist MacMillan products be used in the "base" bid. Pre-Engineered Wood Joists (continued) 9. All joists, if stored prior to erection, shall be stored in a vertical position and protected from the weather. They shall be handled with care so that they are not damaged. All Joists are to be erected and Installed In accordance wtth the Shop Drawings and installation suggestions. Temporary construction loads which causes stresses beyond design limits are not permitted. Erection bracing is to be provided to keep the joists straight and plumb as required and to assure adequate lateral support for the individual joist and the entire systam until the sheathing and or sub-flooring has been applied. 10. All framing plans, detailing, and calculations for alternate bids are to be received by the owner, architect and or engineer for structural perfonnance and compatibility with the structure requirements and 0uilding code. Structural Sleel 1. General Contractor shall verify all dimensions & elevations. 2. All structural steel materials, workmanship and detailing shall be in accordance with the latest provisions of the American Institute Of Steel Construction (AISC) MamJal, 9th edition. 3. Structural steel shapes shall conform to ASTM requirements as follows: Steel Pipes ...... A53 ...... Fy = 35 ksi All Others ........ A36 ....... Fy = 36 ksi 4. Contractor to provide 3/4" cap plates for all columns. 5. Steel fabricator shall provide setting plate (same size as welded base plate) for all steel columns. 6. All field connections using welding or high strength bolts shall be completely detailed on the particular erection drawing showing the location of the member involved. 7. All bolted connections shall be made with 3/4 inch diameter ASTM A-325-N bolts with washers as required unless noted otherwise. All bolts shall be tightened by the turn-of-the-nut method in accordance with the 9th edition, AISC Specification For Structural Joints Using ASTM A-325 Or A-490 Bolts. All high strength bolts are subject to direct tension and may require Inspection as defined by applicable bulldlng code or standard. It is the responsibility of the erector to assure proper tightness. 8. Unless otherwise shown on the Plans, all beam-to-beam connections shall be field-bolted. Connections shall be designed for 50% of the total allowable unifonn load listed in the section nAllowable Loads on Beams" beginning on page 2-33 pf the AISC Manual of Steel Construction, 9th edition. 9. All welds, field or shop, shall be made by certified welders. All work shall be executed in conformity with the American Welding Society (AWS) code. 10. All welds shall be made with E-70XX electrodes. 11. All gusset plates shall be 3/8" thick, minimum, unless otherwise stated. 12. All structural steel shall receive one (1) shop coat of gray paint (TNEMEC 99G metal primer or equal). 13. Details, shown on the Plans may be modified to suit fabrication and erection procedures, subject to Engineer's approval. 14. Holes shall be drilled or punched. Burning is not pennitted. 15. All columns shall be furnished with cap plates and base plates of sizes called for on the Plans and shall be shop-welded. 16. Provide 1/4 inch thick leveling plates under all columns. Same size as base plate. 17. General Contractor shall grout under all column bases as required with five star epoxy grout by U.S. Grout Corp., or equal. 18. The Structural Steel Contractor shall verify the foundation construction for anchor boH location, elevation of top of concrete and leveling plates, alignment, etc., prior to start of erection. 19. All column anchor bolts shall be 3/4 inch diameter. Material shall confonn to ASTM A-307 (see detail). 20. No permission will be granted for any structural drawings to be reproduced for use as shop drawings. Miscellaneous Notes 1. All materials shown on the drawings shall be installed in accordance with the manufacturer's specifications. 2. Contractor is responsible for temporary bracing and support during construction. 3. Any electrical, mechanical, HVAC, plumbing, or site work is to be by others. 4. All steel in contact with siding shall be free of projecting boll heads, connections, and burrs. 5. All smoke detectors and carbon monoxide detectors to be supplied and installed by electrical contractor. 6. All headers to be firred out with additional 2x's and / or plywood to match wall thickness. 7. Joist hangers are required at all flush framed locations. 8. Wood column sizes to match wall thickness. Column quantity as indicated on the plans must remain. 9. All exposed lumber to be pressure treated. CONTENT: AO COVER SHEET A 1 FIRST FLOOR PLAN A2 2ND/ FLOOR PLAN A3 BASEMENT /FOUNDATION PLAN A4 ELEVATIONS 1-2 A5 ELEVATIONS 3-4 A5 CROSS SECTIONS A6 FRAMING PLANS A7 FRAMING PLANS S8 SECTION DETAILS A9 STRUCTURAL DETAILS A10 STANDARD BRACING SPECS A11 STANDARD FASTENING SPECS Miscellaneous Notes (continued) 10. All (2)-ply LVL beam to 2 x 6 column connections shall use Simpson pc:46 hangers. 11. All (2)-ply LVL beam to 2 x 4 column connections shall use Simpson pc:44 hangers. 12. All LVL valley to 2x column connections shall use Simpson h6 straps (field bend). Two (2) required a1 each connection. Pre-Engineered Roof Trusses 1. All trusses shall be designed In confonnance with the latest criteria set forth in the following: a. American Forest & Paper Associations ("AFA & "PA's") National Design Specifications for Wood Construction (NDS) b. Truss Plate lnstitute's (TPl's) National Design Standard for Metal-Plate Connected Wood Truss Construction (ANSI/TPI 1). c. Legal requirements of the applicable local jurisdiction. 2. Before trusses are manufactured, shop drawings shall be submitted for approval to the Architect and or Engineer Indicating location, member size, species and grade of all lumber used, capacity and locations of connector plates and hangers at trusses. 3. Truss supplier shall submit design computations for all truss types and they shall be certified by a Registered Structural Engineer for the state where the trusses are to be installed, indicating that the designs have been completed under the supervision and is in compliance with the specification requirements. 4. All trusses are to be 24" on center maximum and shall overcome size restrictions in manufacturing and or shipping. Refer to plans. Both the top and bottom chords are to be 2" x 6" minimum. 5. Trusses shall be sufficiently braced during erection to prevent toppling or dominoing. Trusses shall be pennanently braced by the truss supplier in a manner consistent with good building practices and in accordance with requirements of the Construction Design Documents. Trusses shall furthennore be anchored or restrained to prevent out-of-plane movement so as to keep all truss members from simultaneously buckling together in the same direction. 6. The superimposed design load for the trusses shall be the following unless noted otherwise: Top Chord (T.C.); Snow ......... 50 psf D.L. ........... 15 psf Bottom Chord (B.C.); D.L. ........... 10 psf 7. All lumber used for trusses shall be in accordance with the published values of lumber rules writing agencies approved by Board of Review in America Lumber Standards Committee and shall be identified by grade mark as shown on the Truss Design Drawings. All metal plates shall be manufactured by a Wood Truss Council of America ("WTCA") member plate manufacturer and shall not be less than .036" thick (20 gage), galvanized. 8. Trusses during handling shall not be subject to excessive bending. They shall be unloaded in a manner so as to minimize lateral strain. They shall be protected from damage that might result from on-site activities and environmental conditions. Toppling shall be prevented when banding is removed. Contractor shall be responsible for the handling, erection, and temporary bracing. All apparent damage to trusses, If any, shall be reported to Truss Manufacturer prior to erection. Cutting and altering of trusses is not permitted. ARCHITECTURE f!LANNING DES I GN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602TEL· 508.154.5415 FAX: 5D8.154.5592 PROJECT: DUPLEX LOCATION: REVISIONS: uOVER SHEET SCALE: AS PER DRAWING DATE: 1-24-2022 PROJECT# R-170804 SHEET NO: A-0 19 AND 29BEARSE RD HYANNIS, MA I /2" EXTI'�OR �I1><::<JI GRADE PL\WOOD 2XG WOOD 5TUD @ IG"' O.C. 15 LB FELT ----fijj I BUILDING FAFER 1 : _;1 r l/2"GYP5UM) BOARD INSULATION AND VINYL SIDING nm II TYPE I WALL 2X6 EXTERIOR BEARING WALL W/VINYL SIDING 2 X 4 1 6" OC -----..1 R-21 FIBERGLA55 IN5ULATION SOUND INSUL. 1--:;:,,-2 LAYERS5/8" FIRE RATED GWB TYPE 2 WALL 2 HR PARTY WALL 1 � 2X4 WOOD 5TUD @I ...,.,.....___--rr--I b" O.C. I 12' GYPSUM BOARD BOTH 51DE5 TYPE 3 WALL NOTES NON BEARING INTERIOR WALL EXTERIOR Wt'JJ 5: 7-X�" WOGV snvs AT �" 0£.. 1/2." e,ypst,M WARD, PLASTER AND PAINT R-2.1 Flf;ER aASS INSI.LATION5/B" EXTTRIOR eiFtADE PL YWOGV SHEATHINE;,5 MIL VAPOR f;ARRIEREXTTRIOR SIDINE;, SYSTEMINTERIOR WALLS: '.2.X4 wo,:;v STWS @ I�" O.C,. 1/2." e,ypsw WARD � SIDES PLASTER AND PAINT FIRST Fl OQR Pf<%: SEE FRAM INei PLAN FOR DETAILS ¾" T&ei PL YWOGV NAILED AND E;_l,ED R-,,;o f;ATT. INSLLATION SEuONP FL..00', DECK: SEE FRAM INei PLAN FOR DETAILS ¾" T&ei PL YWOGV NAILED AND E;_l,ED ATTIC-Fl OQR AND ROOF: 2.XIO FLOOR JOISTS @ 1<6' 0£.. R-� f;ATTERY INSI.LATION E;,ARAff;j 1V1Nei SPACE SEPARATION I HR FIRE Wt'J I : '.2.X4 wo,:;v STWS AT I�" 0.(... R-1 ?; Flf;El<.aASS INSLLATION 1/2." e,ypst,M f;OARD ROOM SIDE PLASTERED 2.LAYERS s;r;· FIRE RATED e,ypsw WARD E;,RAE;,E SIDEPLASTEREDE;,ARA<;,E c.EILINE;, SEP ARATION I HR GEILINE;,/FLO&R JOISTS AS PER PLAN R-%1 f;ATT. INSLLATION STRAPP I NE;, 2.LAYERS S /B" e,ypst,M WARD PLASTEREDFIRE STOP: PROVIDE FIRE STOPS AT ALL 1/ERTIC,AL PLUMf;INei, WIRE t:R OTHER OPENIN&.3 INSTALL MEC,HANIC,,'L EXHAUST FANS IN ALL f;ATHROuMS . INSTALL SM&l<E DETEGTORS IN -ALL f;EDROuMS ROOMS-SEC,OND FLO&R H/>I..LWAY-FIRST FLOOR HALLWAY-f;ASEMENfINSTALL e,ARe,ON--MONOXIDE DETUT&RS-FIRST FLOOR HALLWAY-SEC,OND FLO&R H/>I..LWAY-l..OC,ATE 10 FEET MAXIMUM FROM f;EDROuM DO&RS 2X4 16" OC SOUND INSUL. � 2 LAYERS 5/8" FIRE RATED GWB SILL SEALANT____,/�2X10 P.T. SILL PLATE 10" CONC. FOUNDATION WALL----<� -�,/��- TYPICAL PARTYWALL / FOUNDATION WALL DETAIL 2" SPACE FIRE BLOCK 2X4 1 6" oc s..: 111:)1 l?lll SOUND INSUL. DETAIL: 2X6 Rl 9 INSUL. 2 LAYERS 5/8" FIRE RATED GWB TYPICAL PARTYWALL / EXTERIOR WALL JOINT 2X4 16" oc , Ill I �II SOUND INSUL. DETAIL: 2X4 @16" OC 1/2'' GWB 2 LAYERS 5/8" FIRE RATED GWB TYPICAL PARTYWALL / INTERIOR WALL JOINT THERMAL INSULATION NOTES FXTFRIO R WAIi INSUIAVON· R-21 FIBERGLASS BATT. INSULATION INTERIOR PARTY WAIi INSUIAVON: R-13 SOUND INSULATION FIRST Fl OOR DECK· RE-3O FIBERGLASS BATT. INSULATION ATTIC: R-38 FIBERGLASS BA TT. INSULATION • 0 I N,,., • ,,., I ..... ....I . -- • • I I,,., -I 52'-o" 26'-o" 26'-o" 7'-0" 8'-3" 7'-Q" 3'-9" 3'-9" 7'-3" to,, ½-+--. ,---l-� l<:.::0�,::>i<>" � I I V6>j I:] I J>¼<:><<->>%-$£<1 'G(, "("'%"<:"§"'-->' I i 01I !>>>'5-ie::<f7if<-:@%f::¾-1 I I £0;•$.vM<? 0 0/ 1/1 I I 0 I " I (INS RM I D 7' 8" &� CWSET. <J> 1111 @ h .. " . r:111 'I'I I I I I�DOWN UP � 0 [_i> 3'-10½" G 10'-4" co I CJ> 5'-4" 26'-o" 00 LAUNDRY • 00 0 � -0�Di' II ��II I' .----8'-0" = Gil � j, , .. 18'-4" a 0 I ..... � - 6'-lo" LALNDRY RM 00 11 11 100 0 � r7-�□ • 1..r 0 t-' a 0 I � 8'-0" \ Q 18' -4" LIVIN0 RM 7 flR5f flOORIPlPlN LINE OF FOUNDATION WALL BELOW 5CP.J .. -E: 1/ 411 � I' 11'-2" 4•_1 .-1,11 11 '-2" 52'-12." � G 1 o· -4" 26'-o" 8'-0" co I CJ> 5 '-4" 7'-0" 12· J-o" � ININ0 RJJ J- 7'-8" CWSET oI @ @ 7'-8" 7' 8" N '-d " I· �; I I 1 >1 / UP LJ DOWN llb - "' I 0 �-• i> 3' -11" I I /STAIR AND RAIL TO6R/IOE AS REl(LIIRED 7'-6" 1: I 0 <J> WINDOW SC::-HEDULE PARTITION LEGEND CONCRETE FOUNDATION WALL I•\ '>','· :S-·• • ;�>J BEARING WALL gf(:i:(:;:it:;:;:ti:;:;:(i(:):�:;:i:i:i:i:i:: SHEER WALL V/0;1/,½W,0) INT ERIOR FRAMED PARTITION NARROW WALL BRACING i!ffl'f!j#fflfflffijt�I! LEGEND: [11 150 CFM EXHAUST VENT ® @) ELECTRICAL WIRED SMOKE DETECTOR ELECTRICAL WIRED CARBON MONOXIDE DETECTOR CODEI MODEL DH-3046 I 2 DH-3046-2 3 DH-2452-2 4 HRD-24-2J 5 AWNING 3031 6 CASEMENT AS..�� -? 7 DH-3032 8 SLIDING DOOR 6'-0" X 6'-8' QNTY 4 12 2 2 6 2 2 2 WIDTH 3'-2" ROUGH OPENING HEIGHT U VALUE 4'-9 1/21 .30 6'-2 1/4'1 4'-9 1/2'1 .30 4'-10 1/f 5'-5 1/21 .30 4•-10 11r 2·-5 1121 .3o 3'-2 ¼" I 3'-o ½" I .3o 4'-8 3/4! 3'-6" I .3o 3' -2" I 3• -5 1 ;2·1 .3o 6'-2 ¼" I 6'-s ½" I .3o 9 ENTRY DOOR PER OWNER'S SPECS EGRESS COMPLIANT YES YES NO NO NO NO NO YES MANUFACT. HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY • ,,., I ..... I . -- I I� I DESCRIPTION NEW CONSTRUCTION, VINYL DOUBLE LI, "'A NEW CONSTRUCTION, VINYL DOUBLE LIi ,u.--.. NEW CONSTRUCTION, VINYL DOUBLE u, "'" NEW CONSTRUCTION, VINYL, HALF ROUND NEW CONSTRUCTION, VINYL, AWNING NEW CONSTRUCTION, VINYL, CASEMENT NEW CONSTRUCTION, VINYL, DOUBLE u, "'" PATIO DOOR I ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.154.5592 I PROJECT: DUPLEX LOCAT ION: REVISIONS: IST FLOOR PLAN SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-1 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA I /2" EXTI'�OR �11><::<JI GRADE PL\WOOD 2XG WOOD 5TUD @ IG"' O.C. 15 LB FELT ----fijj I BUILDING FAFER 1 : _;1 r l/2"GYP5UM) BOARD INSULATION AND VINYL SIDING nm II TYPE I WALL 2X6 EXTERIOR BEARING WALL W/VINYL SIDING 2 X 4 1 6" OC -----..1 R-21 FIBERGLA55 IN5ULATION SOUND INSUL. 1--:;:,,-2 LAYERS5/8" FIRE RATED GWB TYPE 2 WALL 2 HR PARTY WALL 1 � 2X4 WOOD 5TUD @I ...,.,.....___--rr--I b" O.C. I 12' GYPSUM BOARD BOTH 51DE5 TYPE 3 WALL NOTES NON BEARING INTERIOR WALL EXTERIOR Wt'JJ 5: 7-X�" WOGV snvs AT �" 0£.. 1/2." e,ypst,M WARD, PLASTER AND PAINT R-2.1 Flf;ER aASS INSI.LATION5/B" EXTTRIOR eiFtADE PL YWOGV SHEATHINE;,5 MIL VAPOR f;ARRIEREXfER.IOR SIDINE;, SYSTEMINTERIOR WALLS: '.2.X4 wo,:;v STWS @ I�" 0.C,. 1/2." e,ypsw WARD porn SIDES PLASTER AND PAINT FIRST Fl OQR Pf<%: SEE FRAM INei PLAN FOR DETAILS ¾" T&ei PL YWOGV NAILED AND E;_l,ED R-,,;o f;ATT. INSLLATION SEuONP FL..00', DECK: SEE FRAM INei PLAN FOR DETAILS ¾" T&ei PL YWOGV NAILED AND E;_l,ED ATTIC-Fl OQR AND ROOF: 2.XIO FLOOR JOISTS @ 1<6' 0£.. R-� f;ATTERY INSI.LATION E;,ARAff;j 1V1Nei SPACE SEPARATION I HR FIRE Wt'J I : '.2.X4 wo,:;v STWS AT I�" 0.(... R-1 ?; Flf;El<.aASS INSLLATION 1/2." e,ypst,M f;OARD ROOM SIDE PLASTERED 2.LAYERS s;r;· FIRE RATED e,ypsw WARD E;,RAE;,E SIDEPLASTEREDE;,ARA<;,E C-EILINE;, SEP ARATION I HR GEILINE;,/FLOOR JOISTS AS PER PLAN R-,,;o f;ATT. INSLLATION STRAPP I NE;, 2.LAYERS 5/B" e,ypst,M WARD PLASTEREDFIRE STOP: PROVIDE FIRE STOPS AT ALL VERTIC,AL PLUMf;INei, WIRE OR OTHER OPENIN&.3 INSTALL MEC,HANIC,AL EXHAUST FANS IN ALL f;ATHROuMS. INSTALL SMC,l<E DETEGTORS IN - ALL f;EDROuMS ROOMS-SEC,OND FLOOR HALLWAY-FIRST FLOOR HALLWAY-f;ASEMENTINSTALL e,ARe,ON--MONOXIDE DETUTORS-FIRST FLOOR HALLWAY-SEC,OND FLOOR HALLWAY-LOC,ATE 10 FEET MAXIMUM FRuM f;EDROuM DOORS 2X4 16" OC SOUND INSUL. � 2 LAYERS 5/8" FIRE RATED GWB SILL SEALANT____,/�2X10 P.T. SILL PLATE 10" CONC. FOUNDATION WALL----<� -�,/��- TYPICAL PARTYWALL / FOUNDATION WALL DETAIL 2" SPACE FIRE BLOCK 2X4 1 6" oc s..: 111:)1 l?lll SOUND INSUL. DETAIL: 2X6 Rl 9 INSUL. 2 LAYERS 5/8" FIRE RATED GWB TYPICAL PARTYWALL / EXTERIOR WALL JOINT 2X4 16" oc , Ill I �II 2X4 @16" OC 1/2'' GWB SOUND INSUL. IIA l<::111=--2 LAYERS 5/8"� FIRE RATED GWB DETAIL: TYPICAL PARTYWALL / INTERIOR WALL JOINT THERMAL INSULATION NOTES FXTFRIO R WAIi INSUIAVON· R-21 FIBERGLASS BATT. INSULATION INTERIOR PARTY WAIi INSUIAVON: R-13 SOUND INSULATION FIRST Fl OOR DECK· RE-3O FIBERGLASS BATT. INSULATION ATTIC: R-38 FIBERGLASS BA TT. INSULATION ' "'I ..... !I : j 0 I '° <9 ◊ PARTITION LEGEND CONCRETE FOUNDATION WALL I•\ '>','->·• • >�>;j BEARING WALL gf(:i:(:;:it:;:;:ti:;:;:(i(:):�:;:i:i:i:i:i:: SHEER WALL V/0;1/,½W,0) INT ERIOR FRAMED PARTITION NARROW WALL BRACING ll#H!/#ffl®t®l:t�II 26'-o" 17'-6" 7'-0" 2 < :<< 'c@[ CJ CJ I� 1"1 I 'r<7 1 ' N I --MASTER E?R 16' -4),f' �J I P D l¾I JJ2 •_h .. 1; i-o½" � �o •�o lo I ' a:, @ 4'-4" s2'-o" 26'-o" 8'-6" 8'-6" 17' -6" 7'-0" '.'fl l1'1i11 '' N ii l,I11/,I I 1111 � ---pf].=:�-2868-R @ ,----, ,----, � 1W/LJ<.-IN � _ � W/LJ<.-IN I l:s,;J L__J L__J � � � I 3'-n¾" 2'-8" -= =-2'-8" 1� , -------- - I 'I' 1' ���.,.- ;v I 9'-7,¾" lfflm¥ llllllll0 � ........___.__ � I 16'-4)'2'' MASTER E?R -9'-�" il,..., I . -� �' CJ � 0 I'---,, I> t::::::J: Q � I I -I ' I � 0 11 II� !l�I I I -H I ?1' 4'-o"h �L(!)$1DC f0� • I �,1/" 9'-712 '� [y] J I· ii 9'-7)f'-[yJ I I_ 4'-4" t:ls-L 0 �_l -<OI ffi � ':if 121 -0½" 0 2 ' "'I ..... • en I en • 0I N I � a:, I a:,a:, " d e---------'k "' ::Sf.7 b i;- ~ 1::: L/ '.<2<:><:'1 'I--u ffi?ROOM � ®ts::-L I rr-----T1 I 2668-R I ,r LJ..J j I LJ1 e5 I I ..-1 n,::i:::, f::3 CD I I CA...-t/Jl_l u < 11 SJ0 II ~z I uZ 11 'J'' -LJ..J I I et:: I I � a.. I I I "'o roI I <O .l_ _____ _j_ IX) 0 @ $ I· 0 r ':.,. $'@ @ 1,,, e111[1Crt�D I� Ill lb � I I Q.PSET 68-BYFOLD , ..r-2668-L ...J � � p r- 4'-o" @ @ 11 �11/ , a,,,"9 -V2 ""® PEPROOM �2868-R \ t 1 1 f �' I � I I k I I I I I I I �' "' *J PEPROOM 2 :m PEPROOM 2 * 7'-6" 0 I 5'-4" L 5'-7" 26'-o" LEGEND: [yJ 150 CFM EXHAUST VENT ® @) ELECTRICAL WIRED SMOKE DETECTOR ELECTRICAL WIRED CARBON MONOXIDE DETECTOR <9 v 5'-7" 2' -0" 1.2· -0" 5'-7" 52•-o· 5�COND f lOOK: Pl AN 5CAL-r I/ 4" � I' CODEI MODEL QNTY DH-3046 I 4 2 DH-3046-2 12 3 DH-2452-2 2 4 HRD-24-2J 2 5 AWNING 3031 6 6 CASEMENT 2 AS..�� -? 7 DH-3032 2 8 SLIDING DOOR 2 6'-0" X 6'-8' ! 0 5'-7" L 5'-4" 26'-o" • 0 - 7'-6" WINDOW SuHEDULE WIDTH 3'-2" ROUGH OPENING HEIGHT U VALUE 4'-9 1/21 .30 6'-2 1/4'1 4'-9 1/2'1 .30 4'-10 1/f 5'-5 1/21 .30 4•-10 11r 2·-5 1121 .3o 3'-2 ¼" I 3'-o ½" I .3o 4'-8 3/4! 3'-6" I .3o 3' -2" I 3• -5 1 ;2·1 .3o 6'-2 ¼" I 6'-8 ½" I .3o EGRESS COMPLIANT YES YES ND NO NO NO NO YES 9 ENTRY DOOR PER OWNER'S SPECS 4'-0" MANUFACT. HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY a I - DESCRIPTION NEW CONSTRUCTION, VINYL DOUBLE Lil"'A NEW CONSTRUCTION, VINYL DOUBLE LIi ,u.--.. NEW CONSTRUCTION, VINYL DOUBLE u, ""' NEW CONSTRUCTION, VINYL, HALF ROUND NEW CONSTRUCTION, VINYL, AWNING NEW CONSTRUCTION, VINYL, CASEMENT NEW CONSTRUCTION, VINYL, DOUBLE u, ""' PATIO DOOR ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.154.5592 PROJECT: DUPLEX LOCATION: REVISIONS: '2ND FLOOR PLAN SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-2 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA FOUNDATION AND CONCRETE NOTES: ALL l-ONc:-RETE WCRK SHALL l-ONFCRM TO THE LATEST EDITION � THE AMERIC:-AN C:-ONC:-RETE INSTITUTESTANDARDS ENTITLED SF'UIFIC:-ATIONS � STRIXTURAL l-ONc:-RETE FCR WILPIN6S (AC-I "'Ol-71). WELPEP WIRE FAe,RIC, SHALL C:-ONFCRM TO "STANDARD sPEC-IFIC:-ATIONS FCR WELPEP WIRE FAe>RIC:-FOR l-ONC:-RETE REINFORC-EMENT" (ASTM Al!½) AND SHALL BE SUPPLIED IN FLAT SHEETS. REINFORC-INE:1 SHALL l-ONFCRM TO 'PEFCRMED AND PLAIN PILLET STEEL FCR WNc:-RETE REINFORC-INE:1" (ASTM MIS) E1R W) l-ONC:-RETE SHALL HAVE A C-OMPRESSIVE STREN6TH � -,000 PSI AT 2-B DAYS MINIMLM. ALL l-ONC:-RETE EX POSED TO THE ELEMENTS SHALL HAVE AIR ENTERTAINMENT IN AC,,::,CRDANC:-E WITH AC-I REC-OMMENDATIONS FCR THE PARTICUAR MIX DESl6N FCR EXTREME EXPOSURE.MINIMLM C:-OVER FCR REINFORC-EMENT SHALL BE -, INC-HES FCR C,AST AfiAINST AND EXPOSED TO THE EARTH, 1-INl-HES FCR C,ON,::,RETE EXPOSED TO THE WEATHER, AND I , INC-HES FCR ALL OTHER C:-ONC:-RETE. ALL l-ONc:-RETE SHALL BE PROTEC-TED FRuM FREEZINE:1 PURINE:, C:-Oc.P WEATHER. l-ONC:-RETE FOOTINE:1 SHALL REAR ON VIR6IN SOIL HAVINE:, AN AU..OWAf,LE BEARINE:1 C:-APAC-ITY � 1-.0 TONS PER SQUARE FOOT.NO Fu\JNDATIONS SHALL BE PLAC-ES ON WATERCR ON FROZEN 6Ru\JND � SOO PSI AT 2-B DAYS FOOTINE:1 SHALL BE PROTEC-TED A6AINST FROST L,NTIL PROcE,::,T IS l-OMPLETED. L l-ONc:-RETE SLAf,S PLAC-ED ON 6Ru\JND SHALL BE REINFCRC-ED WITH 6X$ W / 1-.'JX1-.':J WELPED WIRE FAWIC:-CR WIRE MESH. l-ONTINUOS PAR SHALL RUN l-ONTINl.k,1JSL Y ARu\JND THE l-CRNER AND LAPPED AT NUESSARY SPLIC-ES CR HOC:-KED AT DISC-ONTIN[X'.US ENDS. INSTALLATION � REINFORC-EMENT SHALL BE C-OMPLETED AT LEAST 1-4 HCURS PRICR TO S,::,HEDlLED u;f'LLATION � PLAC-EMENT � REINFORC-EMENT. ALL Fu\JNDATION WAL.LS AND 6RADE BE.AMS SHALL BE e,RAC,ED DURINE:1 PAC-K FILLINE:1 AND TAMPINE:1 OPERATIONS. THE � � l-ONTROL J?INTS IN THE SLAf, IS RUOMMENDED TO l-ONTROL C:-RAC-KINE:1. EiR0uT TO It NON STIC-K AND NON METALLIC:-WITH A MINIMUM C-OMPRESSIVE STREN6TH. ALL REINF&RC-EINE:, PARS SHALL BE C-OLP BENT. DAM PROOF ALL FOUND ATION WALLS BELOW GRADE. 2X4 16 " OC <:: IIL :J L SOUND INSUL. 111·--'.1 1'-<111=-2 LAYERS 5/8"� FIRE RATED GWB SILL SEALANT 2X10 P.T. SILL PLATE 10" CONC. FOUNDATION WALL-- TYPICAL PARTYWALL / FOUNDATION WALL DETAIL 2" SPACE FIRE BLOCK 2X6 R19 INSUL. 2X4 16" oc , Ill )I �II SOUND INSUL. 2 LAYERS 5/8 " FIRE RATED GWB DETAIL: TYPICAL PARTYWALL / EXTERIOR WALL JOINT 2X4 16" oc <::: Ill 11;,zjll 2X4 @16" OC 1/2" GWB SOUND INSUL. 111""1 t:Jli-=-2 LAYERS 5/8"� FIRE RATED GWB DETAIL: TYPICAL PARTYWALL / INTERIOR WALL JOINT SP4 SP1 e,,��e� -y\'l>-°C' \,0� o-C. e,.'B 1)-0 Q 0 Simpson Strong-Tie Lally Column Cap As Required LALLY COL.-CAP DETAIL H2.5 two H4 • ..--�·;: t ))}.}·:,o.. ··.-. MAS . . . Yf . ; "si,: '· Simpson Strong-Tie MAS Sill Plate to Foundation HB SILL PLATE TO FOUNDATION CONNECTION DETAIL ' 0 I N.,., ' I r-- -- ' 0 I - r 11-" S0N0TUBE FILLED WITHWNc:-RETE 4B" e,ELON 6RADE (NP) I -------------7 ---------- 1 I I I :::J l �� 2' o" 10'-o" I � z I • F 7 '-0"·o z o • I I Q 0. r- u..r--� I o 'zN I :::, -o .x u.. . ' ' --� �--- I I II 11 �--_J l+-FO\WATIQ\'J WU [YP) lo'' l-ONc:-RETE WALL WITH U" X 11." FOOflN0 I EXfERI0s WU FRAMINE;I [YP) 1-XJ, wooo srws @ 16' o,::,R-:1.I PATT. INSULATION ½." PLYWOOD SHEATHINE:1 VINYL SIDINE:1 SYSTEM EXTERIOR VAP&R PARRIER ½." 61..PSUM WARD INTERICR ---7 FIRE WALL / I HR RATED r---7 ' 0 I <O - ....I . -- I I ' ....I . -- lliH I I :1. HR RATED WALL I SEE DETAIL �1 HR RATED FIRE WALL _J _J �� �z z§ gf:2!;.;: 0' zN:::, -0 ::.x u.. v rl:1." SONO!lJBE FILLED WITH C,ON,::,RETE 4B" e,ELOW E:,R,4VE (TYP) ,,-------------7 "4·• �:.: ·., I -------�1 I I I I ,, I 7'-o I I I I II �.·.· .... ·.·· .. 1.I, I ••. d l""•'F 7t. I .· .·····�P' 'X l . .· . ·v-;//.: . /,·_._, -It-,� 7,w J r---7 0 I <O - 3068-L FIRE RATED r--- � . /11111w / l,• 111 �.• ij FO\NDATI@ WAil. [YP) I I I I @ I I I � I I I I I I I I I 1'11 1 'l<--1 I @ Lio'' U;N,::,RETE WALL WITH V/1 U" X l:1." FOOflNE:, �?ii EXTERl?E Wf'J.L FRAMINE? [YP) L_ -_J 7'-8"8'-10" ' L ___ _J l 0 I <O - I 9'-6" ' OJ I 0N ' OJ I 0N 9'-6" / T _ _J l, LALLY UL (fYP) 8'-10" "'6''J06"XIB" DEEP C,ON,::,RETE 0FOOTIN0 USE 4 /18 REf>ARS e,ort-1 DIRUTION <O - L_ -_J 7'-8"I.I I HR RATED FIRE Wl'U. �II I I Ill I IIL-11----1 HR RATED (NP) DOWN UP L 8'-6" FIRE WALL 16' -0" 16'-Q" I I ----------+-----___ -+-_ --+---fr-------fl�f--f------- _ _ ___ _ UP DOWN _J llt\ --------,----I le ---------� -1---::J ___ {_____ ,---7 __J---T-1 ----� ___ _J L ____ 1 _______ _ DEPRESS FOcWATIOl'l WALL - '--DEPRESS F ATION WALL ID.ON SLAf, AT 0ARA0E POOR -•"''1""'"'". WALL IN0 e,ELON � 6ARA6E DOCR LOC,ATIONS DETAIL ____ LOC:-ATIONS 16'-Q" 3'-0" 52'-Q" f:!Af!#;IE FLOOR; •,r WNCRETE 51..Af> ON 4" POcl<05 FILL•PJT,:;tf f:JARAf:11: 51..Af> �• PER Foor TOf:JARAf:11: DO&R5 (fYP)•MIN. % f:J� WARD ON U:ILIN6 AW� W"1..l..5 (2 LAYERS) LINE vr C:-ANTILEVER Al'OIIEMIN. R-,o INSULATION Af,tNE. 16'-Q" 8'-6" fOUNDAflON PlAN •MIN. R-2'.I. IN5U.ATION IN U:ILINf:J•MIN. R-� IN5U..ATION IN W/U5 SCALJ 1/ 4"� I' WINDOW SuHEDULE 1.'U, WOOD srws @ l.6' o,::, R-:1.I PATT. INSULATION ½." PLYWOOD SHEATHIN0 VINYL SIPINE:1 SYSTEM EXTERIOR VAPCR PARRIER ½." 61..PSUM WARD INTERIOR PARTITION LEGEND LEGEND: CODE MODEL QNTY ROUGH I u VALUE I EGRESS I MANUFACT. I DESCRIPTION OPENING COMPLIANT CONCRETE FOUNDATION WALL BEARING WALL SHEER WALL INTERIOR FRAMED PARTITION NARROW WALL BRACING Ii\: � .. t�- ;\ l---�--l.:..�::..:�1 gf(:i:(:;:it:;:;:ti:;:;:(i(:):�:;:i:i:i:i:i:: V/,,01//20/,,½J ljfflcf!/#ffl®t®l:t�lj 150 CFM EXHAUST VENT 1 ® ELECTRICAL WIRED SMOKE 2 DETECTOR ELECTRICAL WIRED CARBON 3 @) MONOXIDE DETECTOR 4 5 6 7 8 9 WIDTH HEIGHT DH-3046 4 3'-2"4'-9 1/2 I .30 I YES I HARVEY I NEW CONSTRUCTION, VINYL DOUBLE DH-3046-2 12 6'-2 1/4' 4'-9 1/2'1 .30 I YES I HARVEY I NEW CONSTRUCTION, VINYL DOUBLE DH-2452-2 2 4'-10 1/ "5'-5 1/2 .30 NO I HARVEY I NEW CONSTRUCTION, VINYL DOUBLE HRD-24-2J 2 4'-10 1/· "2'-5 1/2 .30 NO I HARVEY I NEW CONSTRUCTION, VINYL, HALF ROUND I AWNING 303Q 6 I 3'-2 ¼" 3'-0 ½" .30 NO I HARVEY I NEW CONSTRUCTION, VINYL, AWNING CASEMENT 2 4'-8 3/4 3'-6" .30 NO HARVEY NEW CONSTRUCTION, VINYL, CASEMENT ,10,:a .? DH-3032 2 ,3'-2"3'-5 1/2' .30 NO HARVEY NEW CONSTRUCTION, VINYL, DOUBLE I SLIDING DOOR I 2 I 6'-2 ¼" I 6'-8 ½".30 YES HARVEY I PATIO DOOR 6'-0" X 6'-8' I I I ENTRY DOOR PER OWNER'S SPECS ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 508.154.5592 PROJECT: DUPLEX LOCATION : REVISIONS: DRAWING: BASEMENT, FOUNDATION PLAN SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-3 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA VENT (NP) / �TIN. RIDE£ - '. "-Hi@ i ES /h Sfj Et ifil -., � ......... �/ � 'w/ � I / " t=f�r;><'� HE HE � -� -� -� -� ffiJ ffiJ -� - � - � - � � □□ � -� DD � � - � � -� � DD � - � � � � � - � � � � � � � � � � � � � � � - � � � � � � � � � /I'� � � [8] � � � /I '� 'v � -� - -- a VINYL SIDIN6 M .CCI .,... t-rJ 1-..'J A -.. 0 [8] a 0 I 16'-o'' X 1-o'' O.H. DOuR FRONT ELEVATION SCALE 1/ 4 "= I ' / =-:::stIE!sCEI C er � ...., / '�,�-------- [HE BE 0 VINYL SIDIN6 � -� -�� . ._, T., ,. I..,_ [HE BE 0 ·- "5----58 I I !Lil: I 16'-o'' X 1-o'' O.H. DOuR / - SI IINGLES AS SELEO:FED �EE-� -� - � -� -� 0 -� - � EE -� - � - � -0� ---� --- � � � � -� - / =fJ ��� -� � � HEHE � : ffiJ tffi: -- -� □□ � DD � � � � � -� � -�□ � � -�� -� � I PL. HT WIN, HT 10" O.H. TYP. ' 00I "' SECOND FL PL. HT WIN. HT io I "' FI RST FL. PL. HT BASEMENT FL. 0 I 00 ' , ' 0I 00 •00 I ,.._ ' 0I "' --- ,/ ' 10" O,H, TYP. ,,,v /" I ,,,..v ,/" ,,,::." /, ;, /. v v ::f ',-.. . "F , . ,...:::: 'r-' APP�IMATE 6RADE .., . t�NEW : L' __:AST STAIR & RAIL To E:>RADE AS C REl(t)IRED / . . . , ., ' ... � / . , ' " ,< .• J, , .. <! .• , . . c c·, a / ., . / �IN.RIDE£ VENT (NP) VINYL 5IDIN6 � SYSTEM A5 5El.£t.TED f!,Y 0/1/NER / .. - - / 0 --·VII� IL.. UILJI � - . " ,, , " ... . � � ' cl., . . .. ''., . ,, : '----, 0 ' 0I "' 'u, , ., . ,,".·, . � . ., ,. . , - 12 � �6 � � RE [8] 0 RE [8] 0 . �.. . ,• .. , ' " " -·" .. . . " � .J ' . . , . . , Rl0HT SIDE ELEVATION SCALE 1/ 4"= I' WINDOW SCHEDULE CODE MODEL QNTY ROUGH U VALUE EGRESS OPENING COMPLIANT WIDTH HEIGHT 1 DH-3046 4 3'-2" 4'-9 1/2 .30 YES 2 DH-3046-2 12 6'-2 1/4' 4'-9 1/2' .30 YES 3 DH-2452-2 2 4'-10 1/ "5'-51/2 .30 NO 4 HRD-24-2J 2 4'-10 1/· "2'-51/2 .30 NO 5 AWNING 303( 6 3'-2 ¼" 3'-0 ½" .30 NO 6 CASEMENT 2 4'-8 3/4 3'-6" .30 NO ,10,:a .? 7 DH-3032 2 3'-2" 3'-5 1/2' .30 NO 8 SLI DI NG DOOR 2 6'-2 ¼" 6'-8 ½" .30 YES 6'-0" X 6'-8' 9 ENTRY DOOR PER OWNER'S SPECS ,1' � '---- ' " ' ' ... '• . .,. ' ", I I =:J MANUFACT. HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY HARVEY ALLMIN. E:IJTTER AND L£ADER TYP. C.B, TYP. DEtK: /il Wvff;ER TO e,f. FRESSQRE TREATED i "Xi," DEtKIN6 WI Tl1 ¼" 5PA(;IN0RAILS M IN. ,_ .. Hl6tt, PALLIJ5fER 5f'A(;IN0 4" Ot,. RAIL DESl6N AS Sl:LUTED e,y OvVNl:R t ., I � " � "" � �;;:,._ � '--,.__ �, � � ST AI R AS LOt,ATED ' ��� r,y OM\ER APPROX IMATE 6RADE r-1 I ' 'I II II II IL_J DESCRIPTION NEW CONSTRUCTION, VINYL DOUBLE LI, °''A NEW CONSTRUCTION, VINYL DOUBLE LIi ,u.--. NEW CONSTRUCTION, VINYL DOUBLE u, "'" NEW CONSTRUCTION, VINYL, HALF ROUND NEW CONSTRUCTION, VINYL, AWNING NEW CONSTRUCTION, VINYL, CASEMENT NEW CONSTRUCTION, VINYL, DOUBLE u, "'" PATIO DOOR ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 508.154.5592 PROJECT: DUPLEX f?URNCOAT HEl0HTS LOCATION: REVISIONS: DRAWING: FRONT AND RISHT SIDE ELEVATIONS SCALE: AS PER DRAWING PROJECT# R-17O8O4 SHEET NO: A-4 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA 'Tl ix,ix, I �I ix,ix, I IX) I ..... PL. WIN. HT HT - 10" 0.H. SEC0 PL. WIN. lYP. ND FL. HT HT - FIR PL. ST FL. -- HT -- BASEMEI �T FL. IX) I ,.., I =� �� =�� � ��=' i� ��� r� =�� � �� =' � I � .. � F § �� � �� � �� �� � ������I� . I � � � � BE [El 0 li'T ,ou = � □ 0 � � - - - - - - - - . • -".-, � II •' . a ,, ., II II �. ' ' • ,- ' -,, REAR ELEVATION SCALE I/ 4"= I' � � ., ,, ,' ." ., .-, �" "'.,- •,, .·' . •. . • . � , ' j o ,, ' a a.j ., ,' C .' ., � c • ' C, S ., . ." "· ., • . ·.f,:. ., ' ., .•;, " □ ,. _, a . ., " � ::, " ' .' . . 0 ' - .. " /i _, .-- [HE ETE <.2)- � UO'.J .. � II II II � � � � - - - - ' ' ., c,, . 1-,, . . . I I"' ,.., C<?NTIN. RID6E �- I ... .,_ -,. --·-SYSTEM AS SEI...EC,TED l>Y OWNER 12 -� 6V -I ��;:-----------, � � -� /jALLMIN LEADER-� / ------' ' 1----------l 1---------------,r----.---'I, f------------, [BJ BE :::::= :::::= ==: ==: llf-----+----+--------,llll[E] ::=::= ===================:=: 10" ��: 0 ::===: 0 C.B. TYP.-+r------------------------------------i �LLt,{f,fR TO BE fRESSSI.RE. TREATED i''X6" �====� [BJ BE �=========� [BJ �===================� � DUKIN6 WITli \;' SPN:,INS I '-----..... '¾,._RAILS MIN. ¼' Hl611, 1'.>l'U.IJSTER SPN:,IN6 4" Ou.1----------, ,���-,.-�-, 1----------1 ,,__. __ , 1---------------,� RAIL J;ESI� AS SEl.£(.,fED e,y Ovl/Ni:R ��==========��0 ��====================�� 0 �r �� f----------------------------l l=I ------�� kii"'f-flt-ttlblHJ.-1',;" =====l f-------------------------------------j 6UITTR /4" ,�,"f��J��--�,----,�==�-------,===�----------,=== \A'.�:� ::==========: � �===========1 �= �===============: . ,,\ � ',[..., ./ , <.' -" c· � •�, ' r-, [' =7.u STAIRASLOtATED • • ,, ' - •. ,. ',.,·· .·: _ • -•• . ,, _ ' . , -"' l'.>Y OWNER • • -" ·•• ' 9 \ /;,, � C, C O " ., � -cl � ••:a l '',L...,INI . ' . " ' -· __ ,' \ � \ -l Af'PRO)(IMATE E,f(.Aj)E I • • . " • • ·-., •• , ' • • • "; : " '. ., • • • . ' . • • • • ' • '.. ' ,, • ·-• Af'PRO)(IMATE � � '\ L_J c LEFT SIDE SCALE I/ 4"= I' CODE[ MODEL I QNTY I DH-3046 4 2 DH-3046-2 12 3 DH-2452-2 2 4 HRD-24-2J 2 5 I AWNING 303Q 6 I 6 CASEMENT 2 ,10,:a .? 7 DH-3032 2 8 I SLIDING DOOR [2 I 6'-0" X 6'-8' I I ELEVATIOI\I WINDOW SCHEDULE ROUGH U VALUE EGRESS OPENING COMPLIANT WIDTH HEIGHT 3'-2" 4'-9 1/2 I .30 I YES 6'-2 1/4' 4'-9 1/2' .30 YES 4'-10 1/ "5'-51/2 .30 NO 4'-10 1/· "2'-51/2 .30 NO 3'-2 ¼" 3'-0 ½" .30 NO 4'-8 3/4 3'-6" .30 NO 3'-2" 3'-5 1/2' .30 NO 6'-2 ¼" I 6'-8 ½".30 YES 9 I ENTRY DOOR PER OWNER'S SPECS I MANUFACT. I I HARVEY I HARVEY HARVEY HARVEY I HARVEY I HARVEY HARVEY HARVEY I ___l_RAIL TO 6RADE AS �IRED DESCRIPTION NEW CONSTRUCTION, VINYL DOUBLE NEW CONSTRUCTION, VINYL DOUBLE LIi ,u.--. NEW CONSTRUCTION, VINYL DOUBLEu, "'" NEW CONSTRUCTION, VINYL, HALF ROUND NEW CONSTRUCTION, VINYL, AWNING NEW CONSTRUCTION, VINYL, CASEMENT NEW CONSTRUCTION, VINYL, DOUBLE PATIO DOOR ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.J54.5592 PROJECT: DUPLEX LOCATION : REVISIONS: DRAWI NG: REAR AND LEFT SIDE ELEVATIONS SCALE: AS PER DRAWING PROJECT# R-17O8O4 SHEET NO: A-5 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA ' 0 I N.,., I " -- • 0N TYP. INTERIOR STAIRWAY FRAMING s2'-o" 26'-o" -4X4 P.T. POST-2-2X12 BEAM P.T. -: X10 s © 1 6 oc -f-t -- � L � 7 r 7 ---- L � r 7 ---- L � r 7 2 ---------, ' -- L � L r 7 r 7 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I I I 3- � L � 7 r 7 2 12' @ 6' C --------r-------- 1.7 X 1 11 " L L L � L CL �L � L � r 7 r 12' @ 7r 6' I 7 \: r JIST r ,NG C DO -r- L � r 7 RS riLE ---- L � r 7 JOI -- L � r rrs - -- L � r 7 3-1.75" X 18"LVL GARAGEDOOR HEADER ---- L � r 7 - 7 ---7 ,- I I I I I I I I L � �L � r 7 r I I I I I I s2'-o" . r-r- L � r 7 ' . I ---- L � r 7 -- L � r 7 @ y LEDGER Cantilever 2 X Depth of Beam Max. soild 0, 'v e :::-�c,'-" / (Aa . � Depth Beam of / Post W/2'x' r+----------._ Support cleat both sides 2'x I Double Joist or Stringer joist Pier Block on undistured soil grave I or footing � Pier Block Framing Angle ... · ... .. ... Double Joist -., s► o(c 1/ ?',)�/ <?oto'- .. , .' ... ··� -, ® LEDGER See Detail "C" or+------"D" for PostConnections 4" x Timber Beams Post/Beam Connector Pier Block on undisturbed soil gravel or footing ©POST/BEAMDETAIL TYP. DECK FRAMING ® TIMBER POST/ BEAM 26'-o" 12'-o" 4X4 P.T. POST 2-2X12 BEAM P.T. 0 I f � 00 2X1 ·s i 16 QC -------------r--------r--- >-15 ) 11 l/4"VL L � L � L � L �L � L � L � 7 r 7 ,LJ E E , \ )IS 7 0IS ANG 2X1 r 7r RS 'S I I -3_ 1.75" X 18" LVL GARAGEDOOR HEADER 7 r 7 16' oc X1C s Q 1 E oc ----r---7 ' -- L � L r 7 a= 11 11 11 11 11 11 11 11 11 11 I I I I I I � L � 7 r 7 - --r- L � r 7 ---) . --- L � r 7 7'-6" 7'-6" 8'-6" --- ' LS> �L "" 7r .,., ' 0 I N .,., ':.,. I " -- ---- ---- • 00 0 N rRIM BOARD TOP PLATE ----r------�-' I----� -----r-- . 7'-6" FIRST FLOOR FRAMIN6 PLAN SC-ALE I/ 4"= I' I 2 2- 2 BEAM & HEADER FASTENING SCHEDULE Maximum Uniform Load Applied to NOTES: Either or Both Outside Pieces (Pounds per lineal foot) 1.Confirm adequacy of tbe beam (deptb and number of pieces) for carrying tbe designated load.2.Stress level for nail and bolt values is 100%. Increases of 15% for snow loaded or 25%for non-snow loaded roof conditions are permitted. 16d NAJLS 1/2" BOLTS SCREWS (Note 9) 3.Top and bottom row of connectors should be 2" from edge. 4.Bolt holes are to be tbe same diameter as tbe bolt. Every bolt must extend tbroughthe full thickness of the member. Use washers under head and nut. Pieces I in A I B C I D E I Member I 2 ROWS3 ROWS 2 ROWS 2 ROWS 2 ROWS12" o.c. 12" o.c. u II 0,C, stag, ttl 0.C. 24" o.c. 2 505 760 505 1015 500 3 380 570 380 760 375 4 Not Permitted 340 675 330 1 3/ 4" Multiple Plies 2 PLY 3 PLY 4 PLY (2A Connection) (3B Connection) ( 4C Connection)A (Nails) & F (Screws)TWO ROWS 12" O.C. 0 fe 12" o.c3f 0 0 0 0 0 0 0 26'-o" , I I 11 11 11 12' @ 16' C -i ---- I II II II I c__J Ir �--------r-- 1 . , 'i "X 1 ¼" HEA JDE 11 '' 00 - ---- �----- 12'' @ 6' C DO 13LE JOI rs 4 PLY( 4E Connection)0 0 0 52'-Q" hLJE .1 I( ST I I I I I I I _LJ - r I I I I I I I ----n I -w -- r - I I I I I I I I 2 ROWS12" o.c 5. For three-piece member, specified nailing is from the each side. 6. To minimize rotation, four-piece members should only be used when loads are appliedto botb sides, or completely across tbe top of tbe member. 995 7.Four-piece members must be bolted or attached with 6" screws from both sides.745 8.Floor joists must be attached witb approved metal hangers. 665 9.Screws are USP 11'S series or Simpson Strong-Tie SDS installed per manufacturer instructions.10. Sere"' for 3-ply and 4-ply members must be from botb sides of beam.r-r- r-r- ' . 1 3/4" + 3 1/2" 2 PLY 3 PLY (2A Connection) (3C Connection)B (Nails) THREE ROWS 12" O.C.0 0 0 I 12" o.c.1E ). 0 0 0 0 h e 0 0 0 3 1/2" 2 PLY(4E Connection)� D (Bolts) & F (Screws)TWO ROWS 12" O.C. @ @ @ " @ J;12 o.c�C (Bolts) & E (Screws) TWO ROWS 24 IN. O.C. STAGGERED� 24" o.c. @ @ @ 26'-o" ' I I I I I I I I 2X1 ·s <1 6 QC I I I I I I I I I I L ---:::J - -�--=il i -----------r--�--- 11 2 1.· o"X1 ¼" HE, JD R ! I'' -- --00 --�-----�----r ---- 2X1 'S I 16' oc :JUE E, PIS, I I @ @ 5'-4" 11 • -2" 4'-0" 11 '-2" 5'-4" 7'-6" 52'-o" SECOI\ID FLOOR FRAMll\16 PLAN SC-ALE I/ 4"= I' ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 508.154.5592 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: FRAMIN0 PLANS SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-6 19 AND 29BEARSE RD HYANNIS, MA DATE: 1-24-2022 0 I N ':.-I . -- co I 0 N (2)2x6 ATTACHED---,------; I W/ ANCHOR; PROVIDE BLOCKINGIN WAIL TYP. /FLASH TYP. SHINGLES AS SELECTED ON 15# FELT ON 1/2" r PLYWOOD SHEATHING ON " 2"X6" @ 16" O.C. ' ' L_ VENTED SOFFIT GARAGE OVERHANG DETAIL 26'-o" s2'-o" RIM BOARD 3-2X1 o's HEADER -----------TOP PLATE 01 F T USS SY! "EM y 0 HEI ------f-----�----f--7 1 --I I I I I I I I I L ----i -----I I L -=--J I I I I I [ JI ----f- -:J ----------------I I I I I I I I I I I I 11 1!! 7'-6" 5'-4" I I I I L_ -,--I I I I I L_ -,---I I I I I I I � -· 7 I I I _J -- ------r _J ' I� I IL -f--f-- f- -f-- f---�- �-f------.---- ----3-1.75" X 9 1/2"LVL HEADER 11 '-2" --- ---I I I I I I I I I f--J F= �7 I I I I " I I • I I I I I I � _J F= f--i I I I I I I I I I I I I I I I I I I f--_J i r7 IL_ i -I I r _J ��7 I I I I I I I I I I I I I I I I I I I I I I 4'-0" s2'-o" ATTAIC, FRAMl�l8 PLAN SCALE I/ 4"= I' RIDGE BOARD VALLEYRAFTER JACK RAFTER TYP. VALLEY RAFTER FRAMING ---. - I 3-2X 1 o's HEADER -f- --f- - -�---f-----f----f-- --f------ ----R OF ----7 L 71�I I I _J --f-- f- - -f-- I I I I - _J-7IIRY I I I - _J -7 I I I I I I I�' - I I I L_ -s s ---:::J ----3-1.75" X 9 1/2"LVL HEADER 11 '-2" 26'-o" STI � BY 0TH RS-----71 --J I --- 7 I I I I I I I I I I _J L --7I I I I --IL --L' I I I I I I I I I I I Ill 5'-4" ---f-----f--- ---f- ----r- I ---- --f------7'-6" f- --f--- f----MTS20 THA218 H10 Simpson Strong-Tie Truss and Rafter Connections to framed bearing wall TRUSS TO WALL CONNECTION DETAIL 0 I N • 0I <O - • 0I <O - f--'f- - I L_--f--- --f-- - -- f-- -f---------· --f--- ---------7 f- -f- - ROOF BEAM & HEADER FASTENING SCHEDULE Maximum Uniform Load Applied to Either or Both Outside Pieces (Pounds per lineal foot) NOTES: I.Confirm adequacy of the beam (depth and number of pieces) for carrying the designated load.2.Stress level for nail and bolt values is 100%. Increases of 15% for snow loaded or 25% for non-snow loaded roof conditions are permitted. 16d NAILS 1/2" BOLTS SCREWS (Note 9) 3.Top and bottom row of connectors should be 2" from edge. 4.Bolt holes are to be the same diameter as the bolt. Every bolt must extend throughthe full thickness of the member. Use washers under head and nut. Pieces I A I B C I D E in Member I 2 ROWS3 ROWS 2 ROWS 2 ROWS 2 ROWS12" o.c.12" o.c.24 II 0,C, stag, 12" o.c.24" o.c.2 505 760 505 1015 500 3 380 570 380 760 375 4 Not Permitted 340 675 330 1 3/ 4" Multiple Plies 2 PLY 3 PLY 4 PLY 4 PLY I (2A Connection) (3B Connection) (4C Connection) (4E Connection)A (Nails) & F (Screws)TWO ROWS 12" O.C. f-:.12" o.c�r 0 0 0 0 0 0 0 0 0 0 0 52'-o" 2 6'-o" i ---r-�---- -r-f--f-----f--f-----I - -f--------_J -------f------RI OF 'RU' , s STI � B 0 ER , RI OF RU! s S "STE � E ✓ ( 'HE V "' / "' V I"' -----· "" f----· -f--/ --"l ' 7I/ -f- ---f----- -�/ s2'-o" FRAMIN8 PLAN 2 ROWS 12" o.c 5. For three-piece member, specified nailing is from the each side. 6.To minimize rotation, four-piece members should only be used when loads are appliedto both sides, or completely across the top of the member. 995 7.Four-piece members must be bolted or attached with 6" screws from both sides.745 8.Floor joists must be attached with approved metal hangers. 665 9.Screws are USP WS series or Simpson Strong-Tie SOS installed per manufacturer instructions.10. Screws for 3-ply and 4-ply members must be from both sides of beam.1 3/4" + 3 1/2" 2 PLY 3 PLY (2A Connection) (3C Connection)" e " e B (Nails) THREE ROWS 12" O.C.0 IE. 12" o.c�r 0 0 0 0 0 0 0 2 6'-o" -----r-7f------IL f---------f---->- s V "' / "" V I"' f- -/ "' ' -f- ---f----- -� 3 1/2" 2 PLY (4E Connection)1� -e-f-----f------f----f--f-- - D (Bolts) & F (Screws)TWO ROWS 12" O.C. © © © " © �12 o.c�C (Bolts) & E (Screws) TWO ROWS 24 IN. O.C. STAGGERED24" o.c.© ---. -' -J -f- - --- �© -f--------f----7 I -----J -� f----- - @I © © SCALE I/ 4"= I' ARCHITECTURE PLANNING DESIGN ,AAl)l=ilt;� 43 MONROE AVE, WORCESTER, MA 01602 TEL· SOB 154 5415 FAX: SOB 154 55g2 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: FRAMIN0 PLANS SCALE: AS PER DRAWING PROJECT # R-170804 SHEET NO: A-7 19 AND 29BEARSE RD HYANNIS, MA DATE: 1-24-2022 FIRE RETARDANT SHEATIIING2' -0" EACH DIRECTION 2"x14" ROOF RIDGE oar TRUS��sIY OTHERS 1/2" GYP. BD. W/ _J PLASTER FINISH BEDROOM #2 3/4" T&G PLYWOOD SHEATHINGON 2"x10" @ 16" O.C. r UNLESS OTHERWISE NOTED 1/2" GYP. BD. W/ PLASTER FINISH DINING ROOM TWO LAYER 5/8" GYPSUM WALLBOARD APPLIED TO EACH SIDE OF DOUBLE ROW OF 2"x4" WOOD STUDS 16" O.C. ON ------>IllSEPERATE PLATES 1" APART. USE GLASS FIBER INSULATION IN CAVITY. STAGGER JOISTS 16" O.C. EACH LAYER AND SIDE.GWB F1RE STOP CONTINUOUS IN SPACE BETWEEN PLATES. 3/4" T&G PLYWOOD SHEATHINGON 2"x10" @ 16" O.C. r UNLESS OTHERWISE NOTED MIN. 2 LAYERS OF 5/8GYP. BD. ON CEillNG MIN. R-30 INSULATION GARAGE 2"x10" P.T. SILL PLATE ------- 4" CONC. SLAB ON 6" r POROUS FILL -- c, �::3 Ci3' ti) L>I f31V·1 bj [}3' I_, b1 �8e:-' h) :::::L'JF':, ,<1 p� l�:'·1 ''1S:1c,-,,;L_/)'-.:, h:i�:;\) F'·i ,�,-:, [>·: �:;J e -:6)f:1 �----EXTEND FIRE-RATED PARTITIONTO UNDERSIDE OF RIDGE 5/8" GYP. BD. F1RE STOP t----t-+-ROOF TRUSSESBY OTHERS l ,:·1 ,:JI I ��==='=!c'c==="��==='=!c'c==="'='=�==='=!c'c=j� L 1/2" GYP. BD. W/f'', PLASTER FINISH ::J (9l;j [:J BEDROOM #2 Sc:l Cji-q p;J i\•l F''i TWO LAYER 5/8" GYPSUM WALLBOARD 8�111(,----APPLIED TO EACH SIDE OF DOUBLE ROWb:� OF 2"x4" WOOD STUDS 16" O.C. ON $� SEPERATE PLATES 1" APART. USE GLASS IC '� FIBER INSULATION IN CAVITY. STAGGER ,,3,, JOISTS 16" O.C. EACH LAYER AND SIDE. 2:,, GWB F1RE STOP CONTINUOUS IN SPACE 1 ,3 BETIIEEN PLATES. r:1,-3 r _:· I ri3 ��� V·1 :-:3r·:· I F.:3(C :j i<Jc:-:'·'ib-,('':;)r"'--' (';1 ,<J e-,i '�'-:! G'J :::1 ('.·, i:':� �:, ,<..! r"'-' (c;°l ,<J [Jf/J[1:::)fljc.-J :-d ,<J C·' :.FJ "•_3' :-, c,,:-:3 c,-,r:a c,-':-,-3' r"'-fj ¾" T&G PLYWOOD SHEATHING ON FLOOR JOISTS (SEE FRAMING PLAN) c__ 1/2" GYP. BD. W/PLASTER FINISH DINING ROOM MIN. R-30 INSULATION ¾" T&G PLYWOOD SHEATHING ON FLOOR JOISTS {SEE FRAMING PLAN) MIN. 2 LAYERS OF 5/8"GYP. BD. ON CEILING W PLASTER FINISH TYP. GARAGE TWO LAYER 5/8" GYPSUM WALLBOARD APPIJED TO EACH SIDE OF DOUBLE ROWe-----oF 2"x4" WOOD STUDS 16" O.C. ON SEPERATE PLATES 1" APART. USE GLASSFIBER INSULATION IN CAVITY. STAGGER JOISTS 16" O.C. EACH LAYER AND SIDE.GWB FIRE STOP CONTINUOUS IN SPACE BETWEEN PLATES. r4" CONC. SLAB ON 6"POROUS FILL -----C EMENT COVE X 12" DEEP CONCRETE FOOTING 48" B ELOW GRADE 4"0 PERFORATED PERIMETER DRAIN PIPE C,OMMON WALL 1 HR FIRE RATED PARTITION WALL Sc;.ALE l/2-"= I' !I !I !I �--CONT. RIDGE VENT 2' MIN ICE SHIELDMEASURED FROM FACE OF INTERIOR WAll SHINGLES AS SELECTED ON15# FELT ON 1/2" �'-+------+-----PLYWOOD SHEATHING ROIOF TRUSS BY OTHERS ON 2"x12" @ 16" O.C. UNLESS OTHERWISE NOTED PROVIDE ICE SHEILD ALONG LENGTH OF ROOF-TO MIN.LOCATION INDICATED (2)2"X6" PLATE FASCIA ALUM. GUTTER 1/2" GYP. BD. w1--�---------Jb1IIPLASTER FINISH ,),,M\ T \ \ BLOCKING AS REQ.L CONT. VENTED SOFFIT ¾" T&G PLYWOOD SHEATHING ON FLOOR JOISTS {SEE FRAMING PLAN) SIDING AS SELECTED ON 01 !--__ l/2" SHEATHING ON a 2"x6" @ 16" O.C. W/ MIN. R-21 INSULATION ��d�������������������1£''1i!,_-�---2"x6 ° SHOE <+----2"x10" BOX SILL r"""--------.,..-------��--(2)2"x6" PLATE 1/2" GYP. BD. W/�-------,liC:illPLASTER FINISH ¾" T&G PLYWOOD SHEATHING ON FLOOR JOISTS {SEE FRAMING PLAN) MIN. R-30 INSULATION 4" CONC. SLAB ON6" POROUS F1LL 6 MIL POLY VAPOR BARRIER SIDING AS SELECTED ON ,-0 1/2" SHEATHING ON ll:-_,l,__ __ 2"x6" @ 16" o.c. W/ MIN. R-21 INSULATION ---2"x10" BOX SILL SIDING AS SELECTED ON1/2" SHEATHING ON I J----2"x6"(U.O.N ) @ 16" O.C. W/ MIN. R-21 INSULATION SHOE (2)2"x6" SILL(P.T.) ANCHOR BOLTS @ 1-++--- 6' -0" MAX. H------1 O" POURED CONC. FOUNDATION �----APPROXIMATE 11• . ,')2?<5;;/TAR BELOW . �� ·• = ;: �. �/b'lBEINSULATION TO 48" BELOW GRADE l,( • ,. ) v/ CEMENTCOVE • �24" X 12" DEEP CONCRETE FOOTING 48" BELOW GRADE TYP SEC,TION Sl-ALE l/2-"= I' 4"0 PERFORATED PERIMETER DRAIN PIPE --------------------------------------7 ATTIC 12 18 -----1 I _,,,,,,JJ_7 _ _J PL. HT. WIN. HT. SECOND FL. PL. HT. 0:,I"' ' 0 I 0:, i--�-��----il.IJ-------tc=::::;---------i----------,1 SEC,TION AT STAIR / ENTRY Sl-ALE 1/2-"= I' ' 0"' I;, WIN. HT. FIRST FL. ' 0:, "' 0 I "' ___ J ------------------+ ' 0I ., BASEMENT FL. ' 0:, I I'- APPROX. GRADE --------c-�---',�s.- A • CEMENT COVE l V/. \,_"/ /)A /\; 24" X 12" DEEP 4"0 PERFORATED PERIMETER DRAIN PIPE CONCRETE FOOTING 48" BELOW GRADE ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.J54.5592 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: SEuTION DETAILS SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-8 DATE: 1-24-2022 19 AND 29BEARSE RD HYANNIS, MA BEARING WALL CONSTRUCTION SCHEDULE BEARING WALL I WOOD STUD I BLOCKING GYPSUM 1 SIDE GYPSUM BOTH SIDES (SCREW SIZE AND (SCREW SIZE AND � -- � SIZE AND SPACING REQUIRED @ JOINTS SPACING) SPACING) 2x6 @ 1 6" O.C. y 1 1/4" W#6 @ 6" O.C N / A 2x4 @ 16" 0.C. I y 11 1/4" W#6 @ 6" o.cj N / A 2 ROWS OF Bd "' 0 NAILS @ 6" o.c? � � (TYP.) g§ o Q o�a. 3-2x6'S Bd NAILS @6" O.C. CORNER DETAIL SCALE: 3/4"=1 '-0" O ,!:: 0 2 ROWS OF Bd NAILS @ 6" O.C. (TYP.) 2-2x4'S 2x6 EXTERIO PLYWOOD 1 SIDE (NAIL SIZE AND SPACING) 10d -6" O.C. 10d -6" 0.C. Bd NAILS @6" o.c. PLYWOOD BOTH SIDES (NAIL SIZE AND SPACING) N / A N / A 2 ROWS OF 8d NAILS @ 6" O.C. 11%,/ j (TYP.) 3-2x4'SBd NAILS@6" o.c. SIMPSON H 1 HURRICA ANCHORS (TYP. AT EACH JOIST CONNECTION) STAGGERED-ALL JOISTS (2)-2x6 NAILE-y /1. ,/ / BEARING WALL__,/ y /1. TYPICAL 2x JOIST (SEE STRUCTURAL DWG'S) �---, A I_j A TYPICAL END NOT @ INTERSECTION DETAIL SCALE: 3/4"=1 '-0" END OF BEARING WALL END @ INTERSECTION DETAIL SCALE: 3/4"=1 '-0" CONSTRUCTION DETAILS TYPICAL ROOF JOISTS CONNECTION DETAIL NOTE : SCALE: AS SHOWN 2-2x6'SCOLUMN 1 3/4"x9 1 /2" OR 1 3/4"x11 7/8" OR 1 3/4"x14" LVL (TYPICAL) (SIZE VARIES-SEE PLAN) 1/2"i!i THRU BOLT @ 16" 0.C. STAGGERED TOP AND BOTTOM THIS DETAIL APPLIES AT ALL LOCATIONS AT END OF LINTEL BEAMS U.O.N. TYPICAL LINTEL COLUMN CONNECTION DETAIL TYPICAL CONNECTION DETAIL FOR GREATER THAN 2 LVL'S 2x4'S OR 2x�•@ 16" o.c. 2x4 OR 2x6 BLOCK (TYPICAL AT ALL JOINTS) SCALE: 1 "=1 '-0" 1/2" PLYWOOD 3/4" T&G PLYWOO SCALE: 1" = 1 '-0" SHEAR WALL REQUIREMENTS APPLY TO ALL EXTERIOR WALLS ( 1 /2" CDX PLYWOODEXTERIOR FACE) AND ALL INTERIOR WALLS (1 /2" GYPSUM BOARD ON 3/8" PLYWOODBOTH FACES) 2-2x4 OR 2-2x6 , TJI JOISTSTOP PLATE END CONDITIONS VARY SEE END OF SHEAR WALL CONSTRUCTION CONDITION DETAILS 02x4 BQTIO . PLATE PLYWOOD 7 ,r_,,", "---'-'-"V' 'I" 1_1,2, ____ ., J'I.I_ 'I' f·'J SHEATHING - · • i1 ·· · · · d.· ·. ·. , ·• . . ·• . . . · · •. · . 2-2x1 o's DO NAIL, SCREW SPACING HEADERTO BE APPLIED TO \ 1 Od NAILS @ 6" 0.C. ALL CORNERS, EDGES --BLOCKING, VERTICAL AND INTERIOR (EXTERIOR PLYWOOD WALLS) STUDS AND TOP AND NO. 6 SCREWS x 1 1/4" SPACED AT 4'-0" O.C. BOTTOM WALL PLATES @ EDGES AND 12" O.C. @ INTERIOR STUDS (INTERIOR GYPSUM BOARD LOCATIONS NOTES BOTH FACES) 1.) EXTERIOR PLYWOOD TO BE 15/32" APA STRUCTURAL 1 RATED CDX PLYWOOD SHEAIHING EXPOSURE 1. 2.) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES O.C. 3.) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE Bd NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 1 /2 INCHES ARE SPACED 3 INCHES O.C. 4.) ALL EDGES OF PLYWOOD AND GYPSUM WALLBOARD TO BE BLOCKED. TYPICAL EXTERIOR AND INTERIOR SHEAR WALL ELEVATION DETAIL SCALE: 1/4"=1'-0" 5/8" CDX PLYWOOD (TYP). \ ,/ . . �, . . . I � I � � . . . . >W<>oo ,,,sse; o,2x FRAMING. . . . wooo mosses,< 2x FRAMING . . . . , DIAPHRAGM TABLE NOTE THIS PARTIAL ROOF PLAN INDICATES THE I ROOF - 1 Od @ 6" O.C. NAILING PATTERN FOR THE DIAPRAGM TABLE INDICATED. TYPICAL ROOF DIAPHRAGM NAIL SPACING DETAIL 2x6 CON,. NAILER "'2nd. FLOORLEVEL PROVIDE SOLi BLOCKING BETWEEN TJI @ EXTERIOR SCALE: 3/4"=1 '-0" 2x6 @ 16" O.C. BEARING WALL 1/2" PLYWOOD ON 3/4" T&G PLYWOOD FLOOR JOISTS @ 16" o.c. 2-2x6 CONT.NAILER 2x6 @ 16" O.C. BEARING WALL UPPER FLOOR FRAMING DETAIL SCALE 3/4"=1'-0" SCALE 1 1 /2"= 1'-0" NG 2-2x6'S -8d 2x6 NAILERS TJI JOISTS 1/2" PLYWOOD ON 3/4" T&G PLYWOOD Ii I I I ',, I, SOLID BLOCKING NOTES SIMPSON TIE CS16 OR EQUAL 2-2x6 NAILERS 1.) DETAIL APPLIES AT ALL DOUBLE VERTICAL STUD LOCATIONS, ENDS OF SHEAR WALLS AND LOCATIONS ADJACENT TO WINDOWS, DOORS, ETC. 2.) DETAIL APPLIES AT FIRST AND SECOND FLOOR LEVELS. TYPICAL DOUBLE VERTICAL STUD CONNECTION DETAIL SCALE: 1"=1'-0" NOTE: USE HURRICANE TIES AT ALL TRUSS CONNECTIONS HURRICANE TIE DE T AIL @ SCALE: NONE XXX (2)-2x6 NAILE 2x ROOF JOISTS BOTTOM CHORD SIMPSON H 1 HURRICANE ANCHORS (TYP. AT EACH JOIST CONNECTION STAGGERED SECTION A - A SCALE 1 1/2"=1'-0" 1/4 SPANI END SUPPORT NOT!lS: B (Nails) THREE ROWS 12" O.C. 1/4 DEPTH 1/2 DEPTH 1/4 DEPTH 1/3 SPAN INTERIOR SUPPORT 1.THIS NOTE APPIJES ONLY TO UNIFORMLY LOADED, SIMPLEAND IIULTIPLE SPAN IIEAl,IS. BEAIIS THAT C.!RRYCONCENTRATED LOADS, OR CANTILEVERED BEAIIS, ARE OUTSIDETHE SCOPE OF THIS TECHNICAL NOTE.2.SQUARE AND BECTANGULAR HOLES ARE NOT PERMITIED.3.ROUND BOLES IIAY BE DRILLED OR CUT WITH A BOLE SAWANYWHERE WITH1N THE SHADED AREA OF THE BEAM.4.TUE HORIZONTAL DISTANCE BETWEEN ADJACENT BOLES IIUSTBE AT LEAST TWO TIMES THE SIZE OF THE LARGER HOLE. THIS RESTRICTION ALSO APPIJES TO THE LOCATION OF ACCESS HOLES RELATIVE TO BOLT BOLES IN IIULTI-PLY BEAMS. 5.DO NOT DRIIL IIORE THAN THBEE ACCESS BOLES IN ANYFOUR FOOT LONG SECTION OF BEAM. 6.THE IIAXIIIUII ROUND BOLE DL\J!l.'I'ER PERMITTED IS: BEAM DEPTH 5.5" 7.25" 9.25" OR GREATER MAX BOLE DIAIIETER .75" 1· 1.5" 7.THESE Lll!ITATIONS APPLY TO HOLES DRILLED FOR PLUIIBINGOR 1JIRING ACCESS ONLY. THE SIZE AND LOCATION OF BOLESDRILLED FOR FASTENERS ARE GOVERNED BY TUE PROVISIONS OFTHE NATIONAL DESIGN SPECI11CATION FOR WOOD CONSTRUCTION.8.BEAIIS DEFLECT UNDER LOAD. SIZE BOLilS TO PROVIDECLEARANCE WHERE REQUJRED. HOLES IN ENGINEERED BEAMS ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.J54.5592 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: STRLJC,TLJRAL DETAILS SCALE: AS PER DRAWING PROJECT# R-170804 SHEET NO: A-9 19 AND 29BEARSE RD HYANNIS, MA DATE: 1-24-2022 TABLE 602.la.2(ij BRACING REQUIREMENTS BASED ON WIND SPEED (AS A FUNCTION OF BRACED WALL LlNE SPACING) EXPOSURE CATEGORY 8, 30 Fl MEAN ROOF HEIGIIT, IIINIIIUII TOTAL LENGTH (l'E!.'I') OF BRACED lfALL 10 Fl EAVE TO RIDGE HEIGIIT, 10 Fl WALL HEIGIIT, PANE!.'l REQUIRED ALONG EACH BRACED WAIL LINE 2 BRACED lfALL IJNES BASIC 111ND BRACED lfAIL METHOD DWB, SPEED STORY LOCATION IJNE SPACING METHOD LIB METHOD GB WSP, SFB, PBS, CONTINUOUS (l!PH) (l'E!.'I') PCP, BPS SHEATHING 10 4.5 4.5 2.5 2.5 20 8.5 8.5 5.0 4.0 .s� 30 12.0 12.0 7.0 8.0 40 15.5 15.5 9.0 7.5 50 19.0 19.0 11.0 9.5 100 80 22.5 22.5 13.0 11.0 {MPH) 10 8.5 8.5 5.0 4.5 Be� 20 16.0 16.0 9.0 8.0 30 23.0 23.0 13.0 11.0 40 29.5 29.5 17.0 14.5 50 38.5 38.5 21.0 18.0 60 43.5 43.5 25.0 21.0 10 NP 12.5 7.5 6.0 B§g 20 NP 23.5 13.5 11.5 30 NP 34.0 19.5 16.5 40 NP 44.0 25.0 21.5 50 NP 54.0 31.0 26.5 60 NP 64.0 36.5 31.0 TABLE R602.10.1.2(1)a, b, c, d, e--continued BRACING REQUIREMENTS BASED ON WIND SPEED ( as a function of braced wall line spacing) For SI: 1 foot = 304.8 mm, 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s, 1 pound force = 4.448 N.a.Tabulated bracing lengths are based on Wind Exposure Category B, a 30-ftmean roof height, a 10-ft eave to ridge height, a 10-ft wall height, and twobraced wall lines sharing load in a given plan direction on a given story level.Methods of bracing shall be as described in Sections R602.10.2, R602.10.4 andR602.10.5. Interpolation shall be permitted.b.For other mean roof heights and exposure categories, the required bracinglength shall be multiplied by the appropriate factor from the following table:EXPOSURE / HEIGIIT FACTORS NUMBER OF STORIES EXPOSURE B EXPOSURE C EXPOSURE D 1 1.0 1.2 1.5 2 1.0 1.3 1.6 3 1.0 u 1.7 c.For other roof-to-eave ridge heights, the required bracing length shall bemultiplied by the appropriate factor from the following table: interpolationshall be permitted.ROOF EAVE-TO-RIDGE HEIGIIT SUPPORT CONDffiON 5 Fl OR I.ESS 10 Fl 15 Fl 20 FT ROOF ONLY 0.7 1.0 1.3 1.8 ROOF+ FLOOR 0.85 1.0 1.15 1.3 ROOF+ 2 FLOORS 0.9 1.0 I.I NP d.For a maximum 9-foot wall height, multiplying the table values by 0.95shall be permitted. For a maximum 8-foot wall height, multiplying, the tablevalues by 0.90 shall be permitted. For a maximum 12-foot wall height, thetable values shall be multiplied by 1.1.e.For three or more braced wall lines in a given plan direction, the requiredbracing length on each braced wall line shall be multiplied by the appropriatefactor from the following table:NUMBER OF BRACED 11ALL LINES ADJUSTIIENT FACTOR 3 1.30 • 1.45 �. 1.60 f.Bracing lengths are based on the application of gypsum board finish ( orequivalent) applied to the inside face of a braced wall panel. When gypsumboard finish (or equivalent) is not applied to the inside face of braced wallpanels, the tabulated lengths shall be multiplied by the appropriate factorfrom the following table:BRACED METHOD ADJUSTMENT FACTOR METHOD IlB 1.8 METHODS DWB, llSP, SFB, PBS, PCP, HPS 1.4 g.Bracing lengths for Method GB are based on the application of gypsumboard on both faces of a braced wall panel. When Method GB is provided ononly one side of the wall, the required bracing amounts shall be doubled.When Method GB braced wall panels installed in accordance with SectionR602.10.2 are fastened at 4 inches on center at panel edges, including top andbottom plates, and are blocked at all horizontal joints, multiplying therequired bracing percentage for wind loading by 0. 7 shall be permitted.h.Method LIB bracing shall have gypsum board attached to at least one sideaccording to the Section R602.10.2 Method GB requirements.i.Required bracing length for Methods DWB, WSP, SFB, PBS, PCP and HPS inbraced wall lines located in one-story buildings and in the top story of twoor three story buildings shall be permitted to be multiplied by 0.80 when anapproved hold-down device with a minimum uplift design value of 800 poundsis fastened to the end studs of each braced wall panel in the braced wall lineand to the foundation or framing below.TABLE 602.10.4.1 CONTINUOUS SHEATHING METHODS METHOD ILITERIAL !IINIIIUM FIGURE CONNECTION CRITERIA THICKNESS i a 6D COMMON (2"x0.113") NAILS AT 6" lfOOD I SPACING (PANEL EDGES) AND AT 12" CS-11SP STRUCTURAL 3/8" SPACING (INTERMEDIATE SUPPORTS) PANEL OR 18 GA. 1 1 3/4 STAPLES AT 3" SPACING (PANEL EDGES) AND 8" ""--1 ""--1 H SPACING (INTERMEDIATE SUPPORTS) CS-G llOOD STRUCTURAL PANEL ADJACENT TO GARAGE OPENINGS ANO SUPPORTING ROOF LOAD ONLY a,b 3/8" I KlI SEE METHOD CS-lfSP E:1 CONTINUOUS SEE 'I CS-PF PORTAL FRAME SECTION SEE SECTION R802.10.4.1.1 R602.10.U.1 H for SI: 1 inch -25.4 mm, 1 pound per square foot = 47.89 Pa. a.Applies to one nil of a garage only. b. Roof covering dead loads shall be 3 psf or less.TABLE 602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHING a,b (INCHES)ADJACENT CLEAR 11ALL HEIGIIT (l'E!.'I') METHOD OPENING HEIGHT (INCHES) 8 9 10 11 12 64 24 27 30 33 36 68 26 27 30 - - 72 28 27 30 - - 76 29 30 30 - - 60 31 33 30 - - 64 35 36 33 - - 88 39 39 36 - - 92 44 42 39 - -C11-11SP 96 46 45 42 - - 100 -46 45 - - 104 -51 46 - - 106 -54 51 - - 112 - -54 44 - 116 - -57 - - 120 - -60 - - 122 - - - -46 132 - - -66 - 144 - - - -75 CS-G <120 24 27 30 - - CS-PF <120 16 18 20 - - for SI: 1 inch -2a,4 mm, 1 foot -304.6 mm. a. Interpolation shall be permitted.TABLE 602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING CONTINUOUS RIM OR BAND JOIST FULL HEIGIIT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED lfALL PANEL PERPENDICULAR FR!MING 8D @ 6" O.C. ALONG BRACED WALL PANEL BRACED 1lALL PANEL 3-16D @ 16" O.C. ALONGBRACED WALL PANEL '-----8D i 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16D @ 16" O.C. ALONGBRACED llALL PANEL � CONTINUOUS RIM PERPENDICULAR FR!MING OR HAND JOIST FULL HEIGIIT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED lfALL PANEL TABLE 602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILlNG FRAMING CONTINUOUS RIM OR BAND JOIST 8D @ 6" O.C. ALONG BRACED WALL PANEL BRACED 11ALL PANEL 3-16D @ 16" O.C. ALONGBRACED WALL PANEL A CONTINUOUS RIMOR DANO JOIST ADDffiONAL FRAMING MEMBER DIRECTLY BEL011 BRACED WALL PANEL '-----8D i 6" O.C. ALONG BRACED 11'ALL PANEL BRACED WALL PANEL 3-18D II 18" O.C. ALONGBRACED WALL PANEL \_ ADDffiONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL TABLE 602.10.6(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS �ii�I ¼"' I \_ SOLID BLOCKING BETlfEENRAl'lERS ATTACHED TO TOP PLATES 111TH 8D O 6" O.C. ALONG LENGTH OF BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED llALL PANEL "----TOE NAIL 3-8D NAILS AT EACH BLOCKING MEMBER BRACED WAIL PANEL 3-16D AT EACH BLOCKING MEl!BER :f � =I¢ 2-16D NAI!.'lEACH SIDE '-FULL HEIGHT BLOCKING '\_9 16" O.C. ALONG BRACED WALL ATIIC VENT THROUGH SECOND FLOOR (WHERE APPLICABLE) UPPER FLOOR 3"• RADON VENT PIPE lr/ GAS TIGHT CONNECTIONS CLEARLY MARKED "RADON VE...,"'" LOWER FLOOR 4" CONC. SLAB RADON VENT N.T.S. MIN. 3" X 11 l/4" NET HEADER -----... FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 1000 LB. HEADER-TO-JACK-STUD STRAP ON BOTH SIDES OF OPENING(TYP.)(INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION, REF.NO. LSTA24) MIN. (2)2" X 4" (TYP.) IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID-HEIGHT. BLOCKING IS NOTREQUIRED. 0 I 0 .... .I.II I I II ITlI II I·Id OVER RAISED WOOD FLOORS OR SECOND FLOOR -FRAMING ANCHOR OPTION ITII I II I I1.1.i 670 wT 670 LB---¾ FRAMING ANCHORS NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) II II II II II II __ ll ___ _ ITII I II I Il•l-1 �---WOOD SI'RUCTURAL PANEL SHEATHING OVER APPROVED HAND JOIST ______ ,___- I.I.I I I I I I ITI I I I l•I· NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) OVER RAISED WOOD FLOORS OR SECOND FLOOR -WOOD STRUCTURAL PANEL OVERLAP OPTION NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) II II :: ""- Ill II II :: � II II :·: : :·:BD COMMON NAILS a· o.c. II II I I I I I TOP ANO BOTTOM II II -1-1 1-1-1u====u __ ll ___ _ .--.--.--.--. - . 1.1.I I I I I I ITI 1·1·I I I I I I I I I I 1-1 I 1-1 I ru ________ 'c: c__ WQOD STRUCTURAL PANEL SHEATIDNG OVER APPROVED DANO JOIST -----1---'"' SHEAR WALL DETAIL (FOR SHEAR WALLS LESS THAN 2' -8") EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) EXTENT OF HEADER (ONE BRACED WALL SEGMENT) 2' TO 18' (FINISHED WIDTH) NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) �!------SHEATHINGFILLER IF NEEDED TOP PLATE CONTINUITY ISREQUIRED PER R602.3.2 BRACED WALL -------SEGMENT PER R602.10.5 16d SINKER -----NAILS IN 2 ROWS@ 3" O.C. 1000 LB. HEADER-TO-JACK-STUDSTRAP ON BOTH SIDES OF OPENING (REF. NO. LSTA24) ��02 �� ci:i� STUDS PER TABLE �iii li ;z!llll . 3/8" MIN. THICKNESS MIN. WIDTH BASED ON 6:1 ---�HEIGHT-TO-WIDTH RATID: FOR EXAMPLE: 16" MIN. FOR 8'HEIGHT MIN. 2"X2"X3/16" PLATEWASHER ANCHOR BOLT PER R403.l.6 (TYP.) FOUNDATION PER CODE--� (TYP.) TO WOOD FLOOR FRAMING, SEE RAISED FLOOROR SECOND FLOOR -FRAMING ANCHOR OPTION l!ill •.-·•.."4 _ .. ·• .4" .. . ,d .. : OUTSIDE ELEVATION IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD OR OSB EXTERIOR WALLS, PER IRC R602.10.5. NARROW WALL BRACING METHOD WITHOUT @ GARAGE DOOR & FRAMED PORTALS }_• I LJ _____ WOOD STRUCTURAL PANEL SHEATHING SIDE ELEVATION HOLD-DOWNS ARCHITECTURE f!LANNING DESIGN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL· 508.154.5415 FAX: 5D8.J54.5592 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: STANDARD BRAC,IN0 SPEC,S SCALE: AS PER DRAWING PROJECT# R-17O8O4 SHEET NO: A-10 19 AND 29BEARSE RD HYANNIS, MA DATE: 1-24-2022 CONSTRUCTION SPECIFICATIONS (WHERE APPLICABLE) GENERAL CONDITIONS 6'-0" TO 8'-0" USE 5"X 3 1/2" X 5/16" 1.) THESE ARE BUILDERS PLANS. THE FOLLOWING, UNLESS PROVIDED FOR IN THESE DRAWINGS, ARE 8'-o" TO 10'-o" USE 6" X 3 1/2" X 5/16" TO BE FURNISHED BY OTHERS: LINTELS SHALL BEAR 8" MIN. EACH END. A.) SITE GRADING, SOIL BEARING CAPACITY, 10.)PROVIDE 3/8" CAULKING JOINT BETWEEN DRAINAGE, UTILITIES, BUILDING LOCATION AND WINDOW OR DOOR SILLS AND MASONRY SILLS. CONSTRUCTION OUTSIDE OF BUILDING PROPER INCLUDING LANDSCAPING. B.) SELECTION OF MATERIALS, FINISHES, CARPENTRY CABINETRY, AND HARDWARE. 1)LUMBER AND IT'S FASTENINGS SHALL CONFORM TO THE "NATIONAL DESIGN C.) DESIGN OF HEATING, PLUMBING, AND SPECIFICATIONS" RECOMMENDED BY THE N.F.P.A. AND LOCAL BUILDING CODE ELECTRICAL PLANS AND THE COORDINATION OF STANDARDS. THEM IN CONSTRUCTION. 2)STRUCTURAL LUMBER SIZES ARE BASED ON HEMLOCK FIR #2 OR BETTER WITH 2.) THE ARCHITECT WILL NOT BE RESPONSIBLE A FIBER STRESS OF 1150 PSI AND AN "E" OF 1,400,000.WHERE CONSTRUCTION DEVIATES FROM THESE DRAWINGS OR WRITTEN RECOMMENDATIONS. 3)ANCHOR SILLS TO BOLTS SET IN MASONRY. ALL SILLS IN CONTACT WITH CONCRETE SHALL BE WOLMANIZED LUMBER.3.) CONSTRUCTION SHALL CONFORM TO ALL LOCAL BUILDING CODES AND ORDINANCES HAVING 4)SET ALL JOISTS AND BEAMS WITH NATURAL CAMBER UP. ENDS LAPPED OVERJURISTICTION. WHERE DRAWINGS CONFLICT WITH BEARING SHALL BE SECURELY SPIKED TOGETHER. FIRECUT ENDS BEARING INCODES, CODE REQUIREMENTS SHALL TAKE PRECEDENCE. MASONRY WALLS WITH "T" ANCHORE'S EVERY 4TH JOIST. 5)FRAME OPENINGS LARGER THAN 16" WITH DOUBLE HEADERS AND TRIMMERS.FOUNDATION DOUBLE UP JOISTS UNDER PARTITIONS PARALLEL ABOVE. 1.) REMOVE ALL TOP SOIL, RUBBISH AND OTHER 6)PROVIDE 5/4" X 3" CROSS BRIDGING @ 8'-0" O.C. MAXIMUM AND SOLIDDETERIOUS MATERIAL FROM INSIDE BUILDING AREA BLOCKING AT ENDS, UNLESS NOTED OTHERWISE.BEFORE BEGINNING WORK. 7)SUBFLOORING SHALL BE "C-D" PLYWOOD #32/16 OR BETTER WITH EXll'ii,R!Wlil 2-Bd2.)PLACE ALL DEEP FILLS UNDER SLABS IN 8" GLUE IN SIZES SHOWN ON DRAWING.LAYERS, COMPACTED TO 95% MINIMUM A.A.S.H.O. DENSITY. 8)HEADERS-UNLESS NOTED OTHERWISE:o' -o" -2· -2" USE (2) 2" X 4"3.}EXTERIOR FOOTINGS SHALL BE 4'-0" MIN. BEWW FINISHED GRADES OR DEEPER IF REQUIRED 2' -0" -3' -0" USE (2) 2" X 6" BY CODE. 3'-0" -5'-0" USE (2) 2" X 8" 5'-0" -7'-0" USE (2) 2" X 10" 4. )FOOTINGS SHALL BE MIN. 4" EACH SIDE OF 7' -0" -8' -0" USE (2) 2" X 12" WALL ABOVE AND MIN. 8" DEEP. ADD 6" TO SPANS OVER 7'-0" PROVIDE DOUBLE STUD BEARING EACH SIDE. WIDTH OF FOOTINGS ARE NOT FORMED. CHIMNEY -6" EACH SIDE AND 12" DEEP.9)EXTERIOR WALL SHEATHING MAY BE OMITTED WHEN CORNER BRACING ANDSOLID OR HORIZONTAL SIDINGS ARE USED. 5.)WHERE FOOTINGS ARE STEPPED, BOTTOMS SHALL NOT SLOPE MORE THAN ONE FOOT VERTICALLY FOR 10)WOOD STAIRS: STRINGERS-CLEAR SOFT WOOD, 5/4" X 12" MINIMUM, WITH EACH TWO FOOT HORIZONTALLY. 3 1/2" MINIMUM EFFECTIVE DEPTH. TREADS-HARDWOOD, MINIMUM 10". BASEMENT STAIRS MAY BE OF SOFT WOOD. RISERS CLEAR SOFT WOOD, 7 3/4" 6.)FOOTINGS ARE DESIGNED FOR AND SHALL BEAR MAXIMUM. HAND RAILS-EACH SIDE OF STAIRS AND GUARDS. BALLUSTERS @ ON FIRM UNDISTURBED EARTH HAVING 4000 MAXIMUM 4" O.C. OMIT ONE HANDRAIL ON STAIRS LESS THAN 44" WIDE.P.S.F. BEARING CAPACITY. ?.)CONSTRUCT GROUND SLABS ON 4" POROUS FILL. MISCELLANEOUS PROVIDE VAPOR BARRIER OF MIN. 6 MIL. PROVIDE MIN. 6"X6" 10/10 WWM. 1)ENTRANCE DOORS, SIDELIGHTS AND SHOWER DOORS HAVING GLAZING MUST 8.)CONCRETE SHALL BE 2500 P.S.I. STONE CONFORM TO THE REQUIREMENTS OF THE ANNOTATED LAWS OF MASSACHUSETTS BUILDING CODE, 8TH EDITION.AGGREGATE READY MIX FOR FOOTINGS, AND 3500 P.S.I. OR GREATER FOR SLABS. 2)ALL BATHS & LAVATORIES SHALL HAVE EXHAUST FANS DUCTED TO EXTERIOR. MASONRY ENERGY COMPLIANCES !.)CONSTRUCT FOUNDATION WALLS OF POURED THE BUILDING SHOWN COMPLIES WHEN IT MEETS ALL CRITERIA OF ENERGY CONCRETE OR LIGHT WEIGHT CONCRETE BLOCK, CONSERVATION PER MASSACHUSETTS STATE BUILDING CODE, 8TH ED. LAID UP IN RUNNING BOND WITH BOTTOM COURSE 1)THERMAL ENVELOPE: FILLED SOLID AND A 4" MIN. SOLID CAP BLOCK A)WINDOW AND DOOR AREA IS LESS THAN 15% OF GROSS WALL AREA. UNDER FRAMING MEMBERS. (CINDER BLOCK WITH B)WALL INSULATION (R-13) MINIMUM 1000 P.S.I. COMPRESSIVE STRENGTH MAY BE USED C)CEILING/ ROOF INSULATION (R-30) MINIMUM IN RESIDENTIAL CONSTRUCTION.) D)FLOOR INSULATION (R-20) MINIMUM E)SLAB ON GRADE (R-10)2.)FOUNDATION DEPTH FOUNDATION WALL MAX. DEPTH BELOW GRADE 4)PLUMBING SYSTEM: CONSTRUCTION SUPPORTING llALL CONSTRUCTION FIXTURES DRAIN TRAP VENT H.W. c.w. WATER CLOSET 4" 4" 2" -1 1/2" TYPE TlliCKNESS FRAME MASONRY MASONRY TUB 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" VENEER SHOWER 2" 2" 1 1/2" 1/2" 1/2" HOLLOW 8" 4'-0"4'-6" 5'-0"LAVATORY 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" MASONRY 10"5'-0"5'-6"6'-0" 12" 7'-o" 7'-o" 7'-o" KITCHEN SINK 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" LAUNDRY 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" 3.)DAMPPROOF HOLLOW BLOCK WALLS WITH 1/2" PORTLAND CEMENT PARGING, APPLIED TO EXTERIOR FROM COVE TO CAP. APPLY BITUMINOUS A)DOMESTIC WATER COMBINED MAIN= 3/4" DAMPPROOFING OVER PARGING BELOW GRADE. B)BUILDING WATER SUPPLY= 3/4" COPPER C)COMBINED BUILDING WASTE= 4" C.I. 4.)PROVIDE 1/2"X 1'-6" ANCHOR BOLTS AT 6'-0" O.C. FOR WOOD SILLS.LIGHTING LIGHTING: BUILDING SHALL COMPLY TO CONSERVATION PER MASSACHUSETTS STATE 5.)PROVIDE 8" SOLID BRICK MASONRY UNDER BUILDING CODE, 8TH ED. GIRDER ENDS. 6.)INSTALL FIRE CLAY FLUE LINING AND THIMBLE IN ALL MASONRY CHIMNEYS AS FOLLOWS: A.)FOR HEATING UNIT: SIZE AS RECOMMENDED BY MANUFACTURER. B.)FOR FIREPLACES: SIZE AS REQUIRED BY DAMPER MANUFACTURER FOR FIREPLACE DIMENSIONS SHOWN. C.)PREFABRICATED FIRE PLACE AND CHIMNEY FLUES SHALL BE INSTALLED AS PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 7.)BRICK VENEER SHALL BEAR ON 12" BLOCK FOUNDATIONS WITH SEMI-SOLID BLOCK UNDER FIRST COURSE OF BRICK. PROVIDE FLASHING WITH WEEP HOLES AT 8' -0" O.C. 8.)ANCHOR BRICK VENEER TO MASONRY BACK UP OR WOOD FRAMING WITH GALVANIZED STEEL TIES SPACED 24" HORIZONTALLY AND 16" VERTICALLY. 9.}LINTELS -ONE ANGLE FOR EACH FOUR INCHES OF MASONRY OVER ALL OPENINGS AND RECESSES AS FOLLOWS: 0'-0" TO 4'-0" USE 3 1/2" X 3 1/2" X 5/16" 4' -0" TO 6' -0" USE 4" X 3 1/2" X 5/16" TABLE 602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS ROOF 1 BLOCKING BEfflEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 2 CEIIJNG /OISTS TO PLATE, TOE NAIL CEIIJNG /OISTS NOT ATTACHED TO PARALLEL RAFTER, LAPSE OVER 3 PARTITIONS, FACE NAIL 4 COLLAR TIE RAPTER, FACE NAIL OR 1 1/4" x 20 GA. RIDGE STRAP 5 RAFTER TO PLATE, TOE NAIL ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: 6 TOE NAIL FACE NAIL WAIL 7 BUILT-UP CORNER STUDS 8 BUILT-UP HEADER, TWO PIECES fflH 1/2" SPACER 9 CONTINDED HEADER, TWO PIECES 10 CONTINDOUS HEADER TO STUD, TOE NAIL 11 DOUBLE STUDS, FACE NAIL 12 DOUBLE TOP PLATES, FACE NAIL 13 DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET or ENO JOISTS, FACE NAIL IN LAPPED AREA 14 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 15 SOLE PLATE TO JOIST OR BLOCKING AT BRACED 11ALL PANELS 16 STUDS TO SOLE PLATE, TOE NAIL 17 TOP OF SOLE PLATE TO STUD, END NAIL 18 TOP PL!.TE, LAPSE AT CORNERS AND INTERSECTIONS, FACE NAIL 19 1" BRACE TO EACII STUD AND PLATE, FACE NAIL 20 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL 21 1" x 8" SHEATHING TO EACII BEARING, FACE NAIL 22 11IDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL WAIL 23 JOIST TO SILL OR GIRDER, TOE NAIL 24 1" x 6" SURFLOOR OR LESS TO EACII /DIST, FACE NAIL 25 2" SURFLOOR TO IOIST OR GIRDER, BLIND AND FACE NAIL 26 RIii JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATIONS ALSO) 27 2" PLANKS (PLANK & BEAM-FLOOR & ROOF) 28 BUILT-UP GIRDERS & BEAMS, 2-INCH LUMBER LIYERS 29 LEDGER STEIP SUPPORTING JOISTS OR RAFTERS NDMBER AND TYPE OF FASTENERS a b c 3-8D (2 1/2" x 0.113") 3-8D (2 1/2" x 0.113") 3-lOD 3-!0D (3" X 0.128") 2-16D (3 1/2" X 0.135") 4-18D (3 1/2" x 0.135") 3-16D (3 1/2" X 0.135") !OD (3" x 0.128") 18D (3 1/2" x 0.135") 18D (3 1/2" x 0.135") 4-8D (2 1/2" X 0.113") !OD (3" x 0.128") !OD (3" x 0.128") 8-18D (3 1/2" x 0.135") 16D (3 1/2" X 0.135") 3-16D (3 1/2" X 0.135") 3-8D (2 _ l{f _ x 0.113") 2-16D (3 1/2" x 0.135") 2-16D (3 1/2" x 0.135") 2-!0D (3" x 0.128") 2-8D (2 1/2" x 0.113") 2 STAPLES 1 3/4" 2-8D (2 1/2" x 0.113") 2 STAPLES 1 3/4" 2-8D (2 1/2" x 0.113") 3 STAPLES 1 3/4" 3-8D (2 1/2" I 0.113") 4 STAPLES 1 3/ 4" 3-8D (2 1/2" x 0.113") 2-8D (2 1/2" x 0.113") 2 STAPLES 1 3/4" 2-16D (3 1/2" x 0.135") 8D (2 1/2" X 0.113") 2-18D (3 1/2" x 0.135") !OD (3" x 0.128") 3-16D (3 1/2" x 0.135") SPACING OF FASTENERS -- - - - -- 24" o.c. 18" O.C. AWNG EA. EDGE 18" O.C. AWNG EA. EDGE - 24" o.c. 24" o.c. - 16" o.c. 16" o.c. - --- --- - ---- -- -- 6" o.c. - mD. EACH IA.YBII. AS fOUDIS: 32" O.C. AT TOP AND BOTTOII AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. AT EACH JOIST OR RAFTER TABLE R602.3( 1) -CONTINUED FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF DESCRIPTION OF FASTENER b c e EDGES INTERMEDIATE ITEM (INCHES)1 SUPPORTSC e BUILDING MATERIALS IINCBESl 1100D STRUCTURAL PANELS, SUBFLOOR, ROOF & INTERIOR llAIL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRA!IING 6D COMMON (2" x 0.113") NAIL (SURFWOR 11ALL) j 30 3/8" -1/2" en COMMON (2 1/2" x 0.131") NAIL (ROOF) 6 12 1 31 19/32" -1" en COMMON (2 1/2" x 0.131") 6 12' 32 1 1/8" - 1 1/4" !OD COMMON (3" x 0.148") NAIL OR 8D (2 1/2" x 0.131 ") DEFORIIED NAIL 6 12 OTIIER WALi. SHEATHING h 1/2" STEUCTURAL CELLULOSIC 1 1/2" GALVANIZED ROOFING NAIL, 7/16" CROWN OR 1" 33 CROWN STAPLE 16 GA., 1 1/4" LONG 3 6 FIBERBOARD SHEATHING 34 25/32" STRUCTURAL CELLULOSIC 1 3/4" GALVANIZED ROOFING NAIL, 7/16" CROWN OR 1" 3 6 FIBERBOARD SHEATHING CROWN STAPLE 16 GA., 1 1/2" LONG 1/2" GYPSU!I SHEATING d 1 1/2" GALVANIZED ROOFING NAIL, STAPLE GALVANIZED, 35 1 1/2" LONG; 1 1/4" SCREll'S, TYPE 11' OR S 7 7 1 3/4" GALVANIZED ROOFING NAIL, STAPLE GALVANIZED, 36 5/8" GYPSUII SIIEATING d 1 5/8" LONG; 1 5/8" SCREll'S, TYPE 11' OR S 7 7 1100D STRUCTURAL PANELS, COMBINATION SURFLOOR UNDERLAYMENT TO FRA!IING 3/4" AND LESS 6D DEFORMED (2" x 0.120") NAIL OR 6 12 37 en COMMON (2 1/2" x 0.131") NAIL 8D COMMON (2 1/2" x 0.131") NAIL OR 38 7/8" -1" 6 12 8D DEFORMED (2 1/2" x 0.120") NAIL 1 1/8" - 1 1/4" !OD COMMON (3" x 0.148") NAIL OR 8 12 39 en DEFORMED (2 1/2" x 0.120") NAIL For SI: I inch -25.4 mm, 1 foot c 304.8 mm, 1 mile per hour c 0.447 m/s; lk,i c 8.895 MP,. a.All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for frami.nf andsheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192inch (20d common ne.il), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksifor shank diameters of 0.142 inch or less. b.Staples are 16 gage wire and have a minim.um 7/16 inch on diameter crown width. c.Nails shall be spaced al not more than 6 inches on center at all supports where spans are 46 inches or greater. d. Four-foot-by-6-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f.For regions having basic wind speed of 110 mph or greater, tld deformed (2 1/2" x 0.120) nails shall be used forattaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable endn.lls, if mean roof height is more than 25 feet. up to 35 feet maximum. g.For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing togable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof shea.thinr to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distancefrom ridges, eaves and gable end walls: and , inches on center to gable end wall framing. h.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboardsheathing shall conform to AS'Ill C 206. i.Spacing of fasteners on noor sheathing panel edges applies to panel edges supported by framing members and requiredblocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edgessupported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular tothe framing members need not be provided except as required by other provisions of this code. 11oor perimeter shall besupported by framing members or solid blocking. TABLE 602.3(2) ALTERNATE ATTACHMENTS NO!IINAL MATERIAL THICKNESS DESCRIPTION••b oF FASTENER AND LENGTH SPACING" OF FASTENERS (inches) (inches) EDGES INTERMEDIATE (inches) SUPPORTS (inches) WOOD STRUCTURAL PANELS SUBFLOOR, ROOF & llALL SHEATHING TO FRA!IING & PARTICLEBOARD llAIL SHEATHING TO FRAMING I STAPLE 15 GA. 1 3/4 4 8 UP TO 1/2 0.097-0.099 NAIL 2 1/4 3 8 STAPLE 16 GA. 1 3/4 3 6 0.113 NAIL 2 3 6 19/32 AND 5/8 STAPLE 15 AND 16 GA. 2 4 8 0.097-0.099 NAIL 2 1/4 4 8 STAPLE U GA. 2 4 8 STAPLE 15 GA. 1 3/4 3 8 23/32 AND 3/ 4 0.097-0.099 NAIL 2 1/4 4 8 STAPLE 16 GA. 2 4 8 STAPLE U GA. 2 1/4 4 8 0.113 NAIL 2 1/4 3 6 1 STAPLE 15 GA. 2 1/4 4 8 0.097-0.099 NAIL 2 1/2 4 8 NO!IINAL MATERIAL THICKNESS DESCRIPTION"•b oF FASTENER AND LENGTH SPACING< OF FASTENERS BODY OF PANEL d (inches) (inches) EDGES (inches) (inches) FLOOR UNOERLAYIIENT; PLYllOOD-BARDBOARD-PARTICLEBOARD I PLYllOOD 1 1/4" RING OR SCREW SHANK NAIL-MINIIIU!I 3 6 1/4 AND 5/16 12 1/2 GA. (0.099") SHANK DIA!IETER STAPLE 18 GA., 7/8, 3/16 CROWN 11IDTH 2 11/32, 3/8, 15/32 AND 1/2 1 1/4" RING OR SCREW SHANK NAIL-MINIIIU!I 8' 12 1/2 GA. (0.099") SHANK DIA!IETER 6 1 1/2" RING OR SCREW SHANK NAIL-MINIIIU!I 6 8 19/32, 5/8, 23/32 AND 3/f 12 1/2 GA. (0,099") SHANK DIA!IETER STAPLE 16 GA., 1 1/2 6 8 BARDBOARD I 1 1 /2" LONG RING-GROOVED UNOERLAYMENT NAIL 6 6 0.200 4D CEMENT-COATED SINKER NAIL 6 6 STAPLE 18 GA., 7/8 LONG (PLASTIC COATED) 3 6 PARTICLEBOARD 4D RING-GROOVED UNOERLAY!IENT NAIL 3 8 1/4 STAPLE 18 GA., 7/8 LONG, 3/18 CROlN 3 8 6D RING-GROOVED UNOERLAYMENT NAIL 6 10 3/8 STAPLE 16 GA., 1 1/8 LONG, 3/8 CROWN 3 6 8D RING-GROOVED UNOERLAYMENT NAIL 6 10 1/2, 5/8 STAPLE 18 GA., 1 5/8 LONG, 3/8 CROlN 3 6 For SI: 1 inch -25.4 mm. a.Nail is a reneral description e.nd may be T-head, modified round head or round head. b.staples shall have a minimum crown width of '? /Ul-inch on diameter except as noted. c. Nails or staples shall be spaced at not more than 6 inches on center at all support.s where spans are 48 inches or greater. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. d.Fasteners shell be placed in a grid pattern throughout the body of the pe.nel. e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way, ARCHITECTURE f!LANNING DES I GN A&.l)�§lf;� 43 MONROE AVE, WORCESTER, HA 01602 TEL, 508.154.5415 FAX: 508.154.5592 PROJECT: DUPLEX LOCATION: REVISIONS: DRAWING: STANDARD FASTENER SPEC-S SCALE: AS PER DRAWING PROJECT# R-17O8O4 SHEET NO: A-1 1 19 AND 29BEARSE RD HYANNIS, MA DATE: 1-24-2022