Loading...
HomeMy WebLinkAbout74 White Cedar Pt plansF" pq [ omm--m s I I _ COVER i :. . - ♦Is$ =' a � ;'_...::�a'^^ ",.: = -tet GARAGE - FIRST FLOOR F" pq [ omm--m s I I _ G0.0 COVER G1.0 II ,r G1.1 GARAGE - FIRST FLOOR G1.2 GARAGE - SECOND FLOOR G1.3 GARAGE - ROOF PLAN } GARAGE- EXTERIOR ELEVATIONS G5.1 GARAGE - WINDOWS AND DOORS S-001 SHEAR WALL DETAILS AND SECTIONS S-100 GENERAL NOTES, GARAGE FRAMING PLANS, DETAILS I a T x ry i G0.0 COVER G1.0 GARAGE - FOUNDATION G1.1 GARAGE - FIRST FLOOR G1.2 GARAGE - SECOND FLOOR G1.3 GARAGE - ROOF PLAN G2.1 GARAGE- EXTERIOR ELEVATIONS G5.1 GARAGE - WINDOWS AND DOORS S-001 SHEAR WALL DETAILS AND SECTIONS S-100 GENERAL NOTES, GARAGE FRAMING PLANS, DETAILS �^L '"ELLOW0 h! DESIGN BUILD i 367 MAIN STREET FALMOUTH; MA 02540 LONGFELLOWDB.COM 617-909-7317 CONSULTANT S REVISION S # DESCRIPTION DATE NOTES VERIFY ALL DIMENSIONS IN FIELD. PROJECT Pk PPS RESIDENCE 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION DRAWING TITLE GARAGE COVER PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: SGE REVIEN/CL, FO'. C Ji .' 42 r,.l`! IdG COD Ef ;r.)I'".. ��� , Ur,G�.�.�CIC �.0 DC ��,T I ELIE`JETHE C' E A 11 - E.'•1JILI;�'i�v� ��Cal�7l�l� C36, 0 0 ■ Scale { C 0At 0 REVISION 04 T # DESCRIPTION DATE Co REVISION S # DESCRIPTION DATE NOTES VERIFY ALL DIMENSIONS IN FIELD. PROJECT TITLE PHIPPS RESIDENCE k 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION F! DRAWNG TITLE GARAGE -SECOND FLOOR PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: SGE 1 r. Scale 1/4" = V-0" UZA Scale 1/4" = 1'-0" 160 TIO SLAB Double Hung with Trim Overhead-Sectional-Flush Z-311 5' _ 0" 31-63/411 8'-63/411 170 T/O SLAB Double Hung with Trim Single -Half Glass 2' - 3" 5' - 0" 31-63/411 8'- 6 374" 401 FIRST FLOOR Double Hung with Trim2' Single -Halt= Glass - 3" 5' - 0" 71-511 12' - 5" 402 FIRST FLOOR Double Hung with Trim 21-3" 51-01' 7'-5" 12'- 2 -404 404 FIRST FLOOR Double Hung with Trim 21-311 51-011 71-511 121- 5" 405 FIRST FLOOR Double Hung with Trim 21- 3" 51-011 71-511 12'- 5"' 403 GARAGE LOFT Double Hung with Trim 21-3" 5' - 0" 1' - 8" 61-811 301 FIRST FLOOR j Overhead-Sectional-Flush 31-011 161-011 71-011 G j 302 FIRST FLOOR 16' - 0" Single -Half Glass 1 31-011 61-81, 401, GARAGE LOFT Single -Halt= Glass 3' - 0" 6' - 8" REMSION s A Single -Half Glass j 31-011 61-8" 2 G j Overhead -Sectional -Flush 16' - 0" 7' - 0" 1 �-- : TOP OF SLAB -_ " _. : : TOP OF SLAB HOLD DOWN rj l , ; +774-255-1709 ,, . , ; ,., , :, L. 0 -0 EL. 0 -0 I I LONGFELLOWDB:COM ,. r' ;,;' END POST +� x ; x , ! . , , _ ; .,; �--" ° TOM GALLIGAN, PE 617-548-1407 BLOCKING II THREADED ROD " -- ,_ + II PER MANF. SPEC #4 DOWELS @18 oc — z o - I 24 o �� -- � 18 z r- o FOUNDATION ! d •-...., I I I I CONSULTANTS w ITT ' p DBL SILL m z #5 REBAR z #5 REBAR W o � w w Q. - � � I HORZ I `� TOP, MID m :, HORz'i ;' I - 10.31.22 y 2x4 SHEAR KEY o I o &BOT TOP, MID o & BOT _ I BLOCKING ", 2x4 2x4 i ® SHEAR KEY �o SHEAR KEY of I A fi , m m _ o THOMAS kp CONT. WALL GALLIGAN FOUNDATION o FOOTING o _ WALL o o (3) #5 CONT. = No 39190 (3) #5 CONT. _ (3) #5 CONT.-15 _©c� �` STE`'z`� 8"si CGG DI AAI 8n { 10" f 8° I II I FCR PERMIT LTT20B HOLDDOWN 10" FOUNDATION CONNECTION Coal N.T.S. 2X WALL STUD POST uUC3r1 OPENING wl!vuuw rc o ) v + SEE SCHEDULE FOR FASTENER SIMPSON HOLD DOWN STRAP .OPENING I I ` V I SIZE, ANCHOR BOLT AND - TIE-DOWN SINGLE OR DOUBLE 1�� I I NAILING Model GA STRAP, SEE JACK/DBL STACK UPLF .. KING 2x6 STUD OFFSET END LENGTH CLEAR SPAN _ FRAMING PLAN 4 I FASTENERS + FROM POST FACE o I- FOR SIZE AND -. ) 2X6 STUD (90") DOUBLE JACK „ 8 INCHES 14-8 d w w LOCATION ,F,rvk ' I I (II ( } 2 + IICS22 22 II _ 7 INCHES 12 -10(d) 845LBS 91NCHES 16 - 8(d) _ ! I "HDU" HED ll ° ° HOLD DOWN ! 2x RIM JOIST z h r, SIMP HDU HOLD DOWN SC . ; CS20 20 a _; 2x WALL STUD SEAL LI FASTENER - -9 INCHES 14 -10(d) 1,030LBS z°„ POST I ( 13-1/2" -2x8 JOISTS GA AB I I . x 12 INCHES 22 - 8(d) Model FASTENERS � O ° ° - DOUBLE SILL 18 15-1/2-2x10JOISTS _ w � <° PLATE 11 INCHES 17-1/2" -2x12 JOISTS 18 -10(d} 1 370LBS u CS18 u _ ® REVISIONS 5rr ��� { I - I I ? ( PLYWOOD (6) x2 SDS -,... HDU2 - a 2 (I ANCHOR BOLT 16 14 INCHES Z6 - 8(d) Lu z I,I DECK #DESCRIPTION DATE 14 8 ll END POST CS16 13 1NCHIES 22 -10(d) 1 1=- II S 705LB o C7 FLOOR 19 INCHES 38 - 8(d) U, w JOIST 5t1 10 i"x2 1�� SHEAR WALL I -- - _ C�11 THREADED ROD 5�� CS14 14 -II . HDU4 14 8 ( ) a 2 Now 16 INCHES 30 -10 d U 'n SDS PANEL �'1PER MANF. SPEC2 490 LBS z I ( BL TOP Lu z 1 I LATE I I 5 n 14 x2 w I­_ 0 a HDUS Q� w z �►' 14 $ SDS I p BLOCKING DETAIL D �$ 7/811 (20) 4"x2 2" DETAIL A Q a HD 10 SDS ''' �- _ BEYOND 0 w DBL TOP HDU11 10 1n� (30} 4«x2 2,. FOUNDATION w PLATE 0 SDS 10,- WALL I �) POST Xz in 1�� I I I I lrtn( (36) ¢ x2'z XX�� HDU14 SDS SECTION I I , 3 1-11$110 (5)1_1110 Y% HDU19 II ■ NOTES I THIS DOCUMENTS USE BY THE OWNER FOR . SIMPSO - AND DETAIL N TIE U HOLDDOWN SCHEDULES N STRAP SC SON HD D R SCHEDULE D SI M P � H AN DETAILS OTHER PROJECTS OR FOR COMPLETION OF THIS ' N.T.S. N.T.S. PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF III THE DESIGNER'S RIGHTS. III , j (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE ------ _ ___---------- ------ ------------- FRAMING PLAN FOR HD I U FRAMING PLAN FOR HDU I�1 .PROJECT TITLE MODEL No. MODEL No. PHIPPS RESIDENCE .. PLYWOOD SHEAR ..I _ PLYWOOD SHEAR 1 PANEL SEE SCHEDULE ®�. r j -I I- .PANEL,SEE SCHEDULE j --.—�� ! 7� VVHITE CEDt1R R AD ( FOR NAILING SIZE & ,� FOR NAILING SIZE & I LI I I I (I I { 111 - SPACING L II SPACING ROUGH I ROUGH I ' WEST II II .! ROUGH �( {+ S YARMOUTH, MA n OPENING I'I C'I I I ; OPENING {�I OPENING HEADER "1 ,III 1 I I I' PLYWOOD SHEAR ( I I PLYWOOD SHEAR +' ''' !! - � I+I rI (- L PANEL, SEE SCHEDULE � I I PANEL, SEE SCHEDULE I`I f i I I'I I I I, I FOR NAILING SIZE & FOR NAILING SIZE & 1+1- i I hI SPACING F, L( I I SPACING t i. I n Imo:.,. , / \tip , I LI ��ti ( ROUGH ROUGH " SHEAR WALL g I ({ I { I ( - i I-i Irk I,) I h DRAWING TITLE »? OPENING ii h� A p`7 1Q A j �'1 OPENING „ END POST a ti� ! I. I I I .Q J 'I LI 1.1 r ROUGH - I (.� „ - r t o I SHEAR ALL DETAILS L _ `� i .�SHEAR WALL OPENING SHEAR WALL , o 'LQ IISHEAR WALL E W E S ,Q J I I „ 1"1T ` 1 END POST END POST E tIOLDDOW'i� ( ' END POST rI I) I-I AND SECTIONS PER PLAN C � F � - I u -_ _ _ U_ � _ SECOND FLOOR � (J . I-I _ L') � SECOND FLOOR µ l , 2x10 FLOOR �+' -- -- FRAMING Y _ * I -- - -- - PROJECT NUMBER 1 _ — — _—_ FIRST FLOOR - "STRAP" . r B1 I \ DATE: 10.31.22 ;( j { S-001 I 131 I B2 s-oo1 s-oat v. AS NOT D � . I SCALE: E B S-001 w < 4 DET B SIMPSON STRAP h. SEE PLAN FOR ® DRAWN BY: MSD _ POST BELOW TYPE POST BELOW B2 B2 DETA S-001 FOUNDATION DETA S-001 CORNER DRAWING NUMBER ' I I I S-001 FIRST FLOOR END WALL HDU or :HDA HOLDDOWN UPPER"MID" WALL SIMPSON STRAP HOLDDOWN UPPER END WALL SIMPSON STRAP HOLDDOWN JAIJ FIRST FLOOR MID WALL HDU or HDA HOLDDOWN DEN $ LN.T.S. N.T.S. N.T.S. _�.. t I I L I GENERAL STRUCTURAL NOTES WOOD FRAMINGNOTES 22'-10" 100 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE 1. ALL ROUGH FRAMING SHALL BENO.2 OR BETTER SPRUCE -FINE -FIR, UNLESS FOUNDATION PLAN ON THE DRAWINGS. RESIDENTIAL BUILDING CODE 9TH EDITION) OTHERWISE NOTED OR SHOWN T-2" 16'-6" 3'-2" " „ ( • 2. ALL TWO (2) INCH NOMINAL !UMBER TO BE SEASONED TO 19% MAXIMUM - I � SCALE. 1/4 =1'-O" 2. THE CONTRACTOR SHALL NOT SCALE THE CONTRACT DRAWINGS. MOISTURE CONTENT. 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE -STAMPED BY THE APPROPRIATE NOTES. 7 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DETAILED ON THE DRAWINGS. MANUFACTURERS ASSOCIATION FOR THE APPROPRIATE USE. 1' 4'-2"L x V -3"W x 12"D t«< FOR CONDITIONS NOT SPECIFICALLY SHOWN, THE CONTRACTOR SHALL PREPARE DETAILS FOOTING AT BASE 1. BOTTOM OFALL EXTERIOR FOOTINGS SHALL BE 4 -0 BELOW ADJACENT GRADE. LONG P h LLOW 4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE S-001 2'-11" " SIMILAR TO THOSE SHOWN AND SUBMIT THEM WITH THE RELEVANT SHOP DRAWINGS PRESSUREOF STRINGER E I C �.. I L TO THE ENGINEER FOR APPROVAL. TREATED WITH A CCA -C 0.40 PROCESS. 5. ALL WOOD FRAMING SHALL BE BUILT PLUMB, LEVEL, SQUARE, AND TRUE WITH 2. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. 4. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED BY THE RACING AND CONNECTION HARDWARE TO ENSURE A RIGID ADEQUATE B FOUNDATION ELEVATIONS BASED OFF BSC GROUP PLANS DATED 07.06.22. 367 MAIN STREET FALMOUTH MA 02540 -I" L N FELL WDB .COM 774-255-1709 CONTRACTOR PRIOR TO SUBMISSION OF RELEVANT SHOP DRAWINGS FOR REVIEW AND STRUCTURE. - - - O G O 3. ALL SILL PLATES SHALL BE (2) 2x PT LUMBER WJ5/8"� ANCHOR BOLTS 32"o.c., 6" _ _ _ _ _ _ _ _ _ _ _ _ --- _ _ TOM GALLIGAN, PE 617-548-1407 PRIOR TO COMMENCEMENT OF FABRICATION AND CONSTRUCTION. 6. ROUGH CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FITTED AS - ''�-) (- -I FROM ENDS U.N.O. 5 NECESSITATED BYTHE CONDITIONS ENCOUINTEREDTO PROVIDE FULL BEARING ( I L _ .1 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF FIELD CONDITIONS 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO WHICH ARE IN CONFLICT WITH THE STRUCTURAL CONTRACT DOCUMENTS. WITHOUT USE OF SHIMS. A ( I JQ OS 7. ALL FLOORS' AND THE ROOF SHALL BE SHEATHED WITH 3/4" TONGUE AND GROOVE Os, J 5 SLAB ON GRADE I' I h� Q�P� POURING FOUNDATION. STRUCTURAL' GLUED AND NAILED, UNLESS OTHERWISE SHOWN OR �G REINF. W16"x6" - W2.9xW2.9 QO 6. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY A i N I SUPPORTS, AND OTHER METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE NOTED. ® I W.W.F. O VAPOR BARRIER AI C CONSULTANTS ND COMPACTED GRANULAR - CONTRACTOR. 8. ALL PLYWOOD SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO AREA (SF) o � VENT (1) I1 T.O.TOSLAB EL VARIES ENCLOSED S 001 h �� � SUPPORTS. STAGGER ALL JOINTS. PROVIDE BLOCKING AT ALL JOINTS ONLY 7. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH WHERE SHOWN ON PLAN. 8"x16" N �` 293.1 1N^2 112 SLOPE TOWARD $ ( QO �`�' t° � CIVIL ARCHITECTURAL MECHANICAL PLUMBING, AN B D ELECTRICAL DRAWING BEFORE EFORE 10d NAILS UPPER-END-Al/S-001 I I GARAGEDOORS I n �P .-+ COMMENCEMENT OF WORK AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. 9• ALL PLYWOOD SHALL BE FASTENED WITH 1.0d NAILS 6 ON CENTER, @4 Q I I o - ON CENTER (SECOND TO FIRST FLOOR) AT SUPPORTED PANEL EDGES AND AT 10 DESIGN LOADS ON CENTER AT INTERMEDIATE SUPPORTS, UNLESS OTHERWISE SHOWN OR NOTED 4001N^2 QO I I `r>GA SPECIFIC SH DIAPHRAGMS). (EAR WALLS & DIAPHRA TOTAL (A) 4001NA2 I '� 1. FLOOR LIVE LOADS 10. ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2X8 S WITH ONE LAYER OF I- - - - - - - - - - - - - - - - - - - - - - - -1 05 D SPACER, UNLESS OTHERWISE NOTED OR SHOWN ON THE 1/2" PLYWOOD L A. FIRST FLOOR - 40 PSF DRAWINGS. FOR 2x6 EXTERIOR STUD WALLS, ALL EXTERIOR WINDOW AND DOOR FV B. SLEEPING ROOMS ABOVE FIRST FLOOR - 30 PSF HEADERS OVER THREE (3) FEET WIDE SHALL BE IN ACCORDANCE WITH TYPICAL HEADER SCHEDULE (SEE DRAWING S-0). .1411 31_411 3 2. ROOF LIVE LOADS 11. SIMPSON CONSTRUCTION HARDWARE (OR APPROVED EQUAL) SHALL BE FASTENED C2 - - - A SNOW 36((GROUND SNOW) PSF ACCORDINGMANUFACTURER'STO THE SPECIFICATIONS AND NAILING SCHEDULE. I' 01 GENERAL CONTRACTOR MUST BE FAMILIAR WITH, AND HAVE THEA. J�V-6`1 3. WIND LOADSTHE APPROPRIATE PRODUCT CATALOGS ON SITE. ALL EXTERIOR CONNECTORS AND 10NAILING REFERENCE WIND VELOCITY =140 MPH (3 SECOND GUSTS} TO BE STAINLESS STEEL: FLOOD VENT SUMMARY AREA (SF) VENT AREA VENT (1) VENT (2) ENCLOSED REQUIRED 16"x32.5" 8"x16" 293.1 293.1 1N^2 800 1N^2 2001N^2 -ENGINEERED 10d@3 I'm 1010@12"oc UPPER-END-Al/S-001 SMART VENT 2 VENTS 4001N^2 293.1 293.1 IN A2 TOTAL (A) 4001NA2 B. REFERENCE,WIND PRESSURE = 20 F-51- C. SFC. EXPOSURE= B ACCORDING TO THE ,i 4,_5,1 FOR PERMIT A. ALL SPEIFIED FASTENERS MUST BE INSTALLED CO � D. DESIGN METHOD 1 INSTRUCTIONS IN THE SIMPSON CATALOG. INCORRECT FASTENER 14 -11 3 -6 i E, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION E MAIN LATERAL SYSTEM PRESSURE - 42 PSF QUANTITY, 51Z, I I I TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GAGE X 3-1/2") AND 4. FLOOD ZONE ANALYSIS - - CANNOT BE REPLACED WITH 16D SINKERS (9GAGE X 3-1/4") UNLESS A. FLOOD ZONE HAZARD AREA DESIGNATION AE11 OTHERWISE SPECIFIED, B. FEMA FLOOD ZONE MAP N0. 250 01CO569J C. BASE FLOOD ELEVATION: 11 B. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER T DIAMETER (PER THE 1997 NDS, SECTION 8.1.2.1.). D. DESIGN FLOOD ELEVATION: xx THAN THE BOL, 22'-10" - A2 CS18 S-100 {' C. INSTALL ALL SPECIFIED 'FASTENERS BEFORE LOADING THE CONNECTION. HDQ8-SDS3 HDQ8-SDS3 PROVIDED O O TO INSTALL CONNECTORS,O SMAYBEUSED D. PNEUMATIC NAILERHD HDR DR FOUNDATIONS THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED G7 N - , r IN THE NAIL HOLES. TOOLS WITH NAIL HOLE -LOCATING MECHANISMS SHOULD - QO 102 N `� `i - V-+ p f 1. SOIL BEARING: �„ o 1;3j BE USED. FOLLOW THE MANUFACTURERS INSTRUCTIONS AND USE (3)1.75X11 s LVL HDRBEAM o x O s r+ E SPREAD FOOTINGS........... DESIGNED FOR A MAXIMUM ALLOWABLE BEARING u? s N THE APPROPRIATE SAFETY EQUIPMENT. N I us I �r I q @a PRESSURE OF 1.0 TSF v, z -- .-+ 1 o CMST14 2 o @�' x� R, CONTINUOUS o ,-� Al N ` O I I I ! I 5 i Z �' JOISTS EARC COMPLETELY ON THE CONNECTOR „x E B 0 A 0o I 5 DIAPHRAGM RA �r GM I i S 100 2. EXCAVATION ....................... EXCAVATE TO LINES AND GRADESTO PROPERLY SEATANDTHEGAP BETWEEN THE JOISTAND THE HEADER z , O o BLOCKING @4 MAX c0 /o'-c;1, INSTALL FOUNDATIONS ON UNRESTRICTED SOIL. IN NO CASE SHALLTHE BOTTOM „ = Os, c�,ozA2 -SHALL-NOT.EXCEED 1/8 - T O- - O �: - , O- OC OF FOOTING BE LOCATED LESS THAN 4'-0" BELOW THE LOWEST ADJACENT 00 12. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL 2 ®. r x G = 2X$ PT DROPPED G,o ! N I SURFACE EXPOSED TO FREEZING: X CONFORM TOTABLE 602.3 (1) OFTHE 2012 IRC CODE. WHERE CONFLICT WITH _ o W A3 ._ N NAILING SCHEDULE ON THIS DRAWING, USE HEAVIER NAILING. - ( t- a 3 1.75X16" LVL RIDGE BEAM .. SEAL 3. BACKFILL UNDER SLAB OR GRADE ............... BACKFILL WHERE REQUIRED BELOW n a 5-100 (} m N SLABS WITH APPROVED GRANULAR SOIL PLACED IN 6 LAYERS AND COMPACTED 13. ALL PLYWOOD OR OSB SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED r, 00 2 �-' X (V r TO 95x DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557, 1, c? L N o CMST14 �? I "' AT JOINTS (1/8 TYP) AS REQUIRED BY APA FOR EXPANSION: a _„ J� I g ` �- s N� A METHOD D. 2x10 LEDGER W/ (2) a`� :� ®� ,,o ,COs N v 3\ O 2X8 PT O 5 r, ! .� �o r, O ■ REVISIONS _._ p O �' I o s `" O� ,tO� DIA x 5" TIMBER LOK O e _ 14. ALL SOLID WOOD POSTS SHALL BE DOUGLASS FIR NO. 1 OR BETTER. �; •C DROPPED `r>` 4. FOUNDATION PLACEMENTAND PROTECTION .............. DO NOT PLACE FOUNDATION to FASTENER 16"O.C.' �� \ `-' 1°T -i 10 CONCRETE IN WATER OR ON FROZEN GROUND. PROTECT IN-PLACE FOUNDATIONS 11 v, N o @� p #DESCRIPTION DATE 15. BEAMS NOTED AS PSL SHALL BE PARALLAM AS MANUFACTURED BYTRUS JOIST 1 5 o I co I ( 2XA PT DR PPEYi AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE. DO NOT _ F = SHA BE `-' MACMILLAN (E-1,800,OOQPSi, B 2900PS1). PARALLAM PRODUCTS LL I x I i- a N W EXCAVATE WITHOUT ENGINEERS WRITTEN PERMISSION. ANY SOILS BELOW ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM ' HYPOTHETICAL PLANES BEGINNING ATTHE BOTTOM EDGE OF EXISTING FOOTINGS _ WATER DAMAGE PRIOR TO INSTALLATION. x AND EXTENDING DOWNWARDS AND AWAY FROM THE FOOTING ATA 1:1 SLOPE. i - - L_ J N HDR HDR -- "LVL" HDR HDR r 2X8 PT DROPPED , ,o T 16. BEAMS NOTED AS LVL SHALL BE AS MANUFACTURED BY TRUSS JOIST MACMILLAN (E=1,900,000 PSI, FB=2,900 PSI). LVL PRODUCTS SHALL BE OST a 1 ADEQUATELY !STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM 1041, CS18 DAMAGEWATER PRIOR TO INSTALLATION. HDU2-SDS2.5 LTT20B 'HDU2-SDS2.5 ROOF FRAMING PLAN I .......... UNDERPINNING AND LAGGING BY 5. UNDERPINNING . DESIGN OF U 17. SHEAR WALL SHEATHING SHALL BE IN ACCORDANCE WITH SHEARWALL SCHEDULE: SCALE: 1 4° =1-0" CONTRACTOR. SUBMIT DRAWINGS AND CALCULATIONS, STAMPED BY A r ALL SHEETS SHALL BE STAMPED WITH THE MANUFACTURERS INFORMATION ANDSEC04'OND FLOOR FRAMING PLAN PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF SHEATHING CERTIFICATION. NOTES: MASSACHUSETTS, TO THE ENGINEER FOR REVIEW 18 ALL STUDS SHALL ALIGN WITH JOISTS. AT TYPICAL AREAS SUCH AS OPENING SCALE: 1/4" =1'-0" „ 1. ROOF DIAPHRAGM SHALL BE 1 2 CDX PLYWOOD STRUCT W 1010 6 412 1 @ JAMBS, PROVIDE STUDS OR BLOCKING TO MAINTAIN A SOLID CONTINUOUS LOAD I 1 , , PATH TO FOUNDATION. NOTES: 2. SEE DRAWING 5101 FOR ADDITIONAL FRAMING NOTES C 1. FLOOR ELEVATION. DECK ELEVATION: SEE ARCHITECTURAL PLANS. I 3. POCHE INDICATES OVER FRAMING. I A35 CLIP 12 2. LVL`S OR VERSALAMS BEARING ON WALLS SHALL BE SUPPORTED ON (3)2X6 POSTS U.N.O IF REQ SEE 4. ALL RAFTERS SHALL BE 2x12 (NO.1 SPF) AT 16 oc U.N.O. ® NOTES 4 CONT. 2x BLKG SHEAR WALL j 3. "POST DN" INDICATES (3)2X6 POSTS U.N.O. I AT BEARING SCHEDULE 5. VERIFY ALL ROOF PITCHES W/ ARCHITECT PRIORTO FRAMING. THIS DOCUMENTS USE BY THE OWNER FOR LOCATION ROOF'SHEATHING s SEE FRAMING NOTES 4. FLOOR DIAPHRAGM SHALL BE /a11 T& G W/ 12D @6,4,12, LONG PANEL EDGES 6. FULL 2X BLOCKING REQUIRED BETWEEN RAFTERS AT EXTERIOR AND OTHER PROJECTS OR FOR COMPLETION OF THIS FOR ADD L INFORMATION PERPENDICULAR TO JOISTS. PROJECT BY OTHERS IS STRICTLY FORBIDDEN. INTERIOR BEARING WALLS DISTRIBUTION IN CONNECTION WITH THIS .- PROJECT SHALL NOT BE II „ FULL 2X BLOCKING SHALL BE PROVIDED AT8 -0 MAX FROM BEARING WALLS BEAMS 5. L i / CONSTRUED AS PUBLICATION IN DEROGATION OF _ BLOCKING BETWEEN BLOC G ROtiNS. MAX NOTCH AND 8 0 MAX BETV4 I axI'D1, 2XRAFTER SEE PLAN FOR SIZE 1 6. FULL 2X BLOCKING REQUIRED BETtiNEEN JOISTS ON BEARING WALLS AND AT WALLS CONCRETE WORK: FACIA BOARD SIMPSON H2.5T AND SPACING BEING SUPPORTED ABOVE. SEE TYPICAL DETAIL AT EACH RAFTER THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FOR FIELD 7. ALL POST TO BEAM CONNECTIONS W/ POST 4X6 (U.N.O.) OR LARGER SHALL HAVE PROVIDE CONCRETE STRENGTH. E COLUMN CAP CONNECTIONS AS NOTED ON PLANS. NAILING E EAVE i SW SHEATHING WALL ELEVATION EDGE FIELD IDSTRUCT 1(15/32) 10d@4 I'm 10d@12"oc UPPER-MID-A2/S-001 IDSTRUCTI (15132) 10d@3 I'm 1010@12"oc UPPER-END-Al/S-001 CONCRETE: 4000 PSI NORMAL WEIGHT FOR ALL CAS71N PLACE CONTTET . EXTERIOR DBL TOP PLATE ■ PROJECT TITLE SHEHING PORTLAND CEMENT: ASTM C150, TYPE II. WATER CEMENT RATIO AS REQUIRED FOR DESIGN STRENGTH. SEE FRAMING PLAN 8. J INDICATES BEAM/JOIST CONNECTION FLUSH TOP PH I P PS RESIDENCE FOR ADDT 2X STUD WALL FRAMING '1 AGGREGATE: NORMAL WEIGHT: ASTM C35, WITH MAXIMUM SIZE OF3/a"• INFO 9. "**" INDICATES FLUSH BOTTOM 74 WHITE CEDAR ROAD WATER: POTABLE YARMOUTH., SECTION10. CJI INDICATES SHEAR WALL PANEL, SEE SCHEDULE, NAILING, HOLD-DOWNS, AND WEST i ARM a �,,,ITH., MA ANCHOR BOLT SPACING. SLUMP: ACI TABLE 305A ADMIXTURE: ASTM C260 AIR -ENTRAINING AGENT AS REQUIRED FOR A TOTAL ENTRAINED AIR SIMPSON LSTA 21 0 48 oc o r, UM OF CDX PLYWOOD SEE 1 CONTENT OF 6/ . 1.5/ FOR ALL CONCRETE EXPOSED TO FREEZING. DO NOT USED RAKE 11. ALL EXTERIOR WALLS SHALL BE A MINIM z ( )FOR NAILING CALCIUM CHLORIDE. REQUIREMENTS. STEEL - ASTM A615 GRADE 60 BOUNDARY �1, CDX PLYWOOD DRAWING TITLE REINFORCEMENT: ASTM A185 FOR WIRE FABRIC. NAILING 1210@6,6,12 12. INDICATES SHEAR WALL END POST SIZE AND HOLD-DOWN. SIMPSON LVL BEAM GENERAL NOTES 2 PROVIDE #6 CHAIR BARS, HIGH CHAIRS, TIES, CLIPS, SKEWED SEE ROOF FRAMING PLAN ACCESSORIES WHERE NOT SPECIFIED ON THE DRAWINGS BIN ACCORDANCE WITH - JOIST FOR SIZE c �--a GARAGE FRAMING PLANS, MANUAL OF STANDARD PRACTICE OR DETAILING REINFORCING CONCRETE j 13. TB INDICATES TIE -BACK FASTENER. SEE PLAN FOR LOCATIONS. MAXIMUM HANGER t STRUCTURES ACI 315 OR CRSI-WRSI MANUAL OF STD PRACTICE. SPACING 8'-0"oc 2x10RAFTER TYP DETAILS is r (4:12) 2X1ORR 14." HDR1INDICATES DOOR/WINDOW HEADER -CONVENTIONAL FRAMING -SEE DRAWING OPENINGS: PROVIDE 246 AT EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS AND SO.0 - PROJECT NUMBER 1 EXTEND 2'-6" BEYOND THE OPENING OR AS DETAILED, EXCEPT VERTICAL BARS I AT SIDES OF OPENINGS IN WALLS ARE TO EXTEND FROM FLOOR TO FLOOR. BARS I DBL TOP PLATE . DATE: 10.31.22 MAY BE MOVED ASIDE AT OPENINGS OR SLEEVES BUT DO NOT CUTOR OMIT. NAILING SW SHEATHING EDGE _ Fier WALL ELEVATION MINIMUM CONCRETE PLACED AGAINST EARTH ................................................. 311 + + + + ® SCALE: AS NOTED 11 ID 10d@12 oc LOWER-END-A3/S-001 - / - - - CONCRETE SLAB ON GRADE BOTTOM................................................................ 1 % s STRUCT 115 32 lOd 4 oc + COVER: SLAB ON GRADE TOP.......................................................................1" 1 FORMED CONCRETE EXPOSED TO EARTH, WATER OR WEATHER..:.... 211 ID- a STRUCT 1(15/32) 10d@3"0c 1ad@12"oc LOWER-MID-A4/S-001 ® DRAWN BY: MSD FORMED SLABS TOP AND BOTTOM ID ....................... 1 2x6 STUD 2x COLLAR TIE (31610 INTERIOR FACES OF WALLS.............................................................. 1" Z" CDX PLYWOOD it ,1 oc @16 ) COLUMNS OR PIERS (MAIN REINFORCEMENT) .................................. 2" s SHEARWALL, SEE oc LOWER-END1.-A31S-001 STRUCT 1(15/32) 10d@3 oc 77�d@12 1 FRAMING PLAN & SHEAR WALL MINIMUM REINFORCE ALL WALLS WITH #4 @ 12" IN EACH WAY EACH FACE AND 2 -#6 EACH EDGE, U.N.O.I SCHEDULE FOR NAILING REINFORCEMENT: IN SLABS, PROVIDE AT LEAST 0.0018 TIMES THE AREA OF CONCRETE IN EACH DIRECTION, U.N.O'. SPLICING OF AS SHOWN ON PLANS BUT NOT LESS THAN 40 DIAMETERS FOR SLABS AND BEAM BOTTOM BARS, REINFORCEMENT: AND NOT LESS THAN 48 BAR DIAMETERS FOR WALLS AND BEAM TOP BARS. PROVIDE A LAP OF 8" EXTERIOR WALL OR 1 Y2 SPACES, WHICHEVER IS LARGER, FOR WWF. TIE WIRES TOGETHER AT LAP. HEADER I I� rl i 6. 1 { c t \ ...N.C� j p/r irk �V Q i✓, 1 y. WATER FEATURE CEDAR SHINGLE SIDIN STYLE: STRAIGHT EDGE COLOR: NATURAL LENGTH: 18" ANDERSEN 400 SERIES WINDOWS STYLE: DOUBLE HUNG COLOR: WHITE GRILLE: 1-OVER-1 SIZE: SEE SCHEDULES X a Modernelle Brass Path Li... Q vcltLgMJng.axn Low Voltaoe Landscape Liy'r q LED Path Lighter Oecarative Path Liglu m. `/C.'. S Modernelle Bass Path & Area L.ght 2 out of 6 'VOLT® Modernelle Brass Path & ,Area Light An ultra modern solid brass fixture to complement your modern arch tectuni and landscape design �' r ck - • Solid brass construction with polis4ed ^rsh • Lifetime Warranty ... ,,, 5 , _. n,_. • - ,i c a ,y Designed and optimized for tepiaceaaly C-4 LED bi- EXTERIOR PATH LIGHTING NATURAL CEDAR SHINGLES BRAND: CERTIGRADE OR EQUAL GRADE: NUMBER 1; WESTERN RED CEDAR LENGTH: 18° THICKNESS: 5/2.25" COM. NAME: PERFECTIONS (PERFS) .,"LIFESPAN TRIM (OR EQUIVALENT) SERIES: SOLID SELECT COLOR: WHITE MATERIAL: RADIATA PINE Shutter Hardware Hinges and Pintets Siding Mount (4) + Shutter Dogs S Hooks (2) IPE DECKING + PERGOLA W/ WIRE CABLE RAILING SYSTEM INLONGFELLOW DESIGN a BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 617-909-7317 CONSULTANT S REVISION S # DESCRIPTION DATE NOTES VERIFY ALL DIMENSIONS IN FIELD, PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION DRAWNG TITLE MATERIALITY DIAGRAM PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: SGE Scale A4. 1 Window Schedule Mark Level Family I Description Width Height Sill Height t Head Height 101 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" U - 8" 102 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 103 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 104 FIRST FLOOR Double Hung with Trim 20-2" 5' - 0" 1' - 8" 6' - 8" 105 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 106 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 107 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 108 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 109 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 110 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 111 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 112 FIRST FLOOR Double Hung with Trim 2'-2" 5' - 0" 1' - 8" 6' - 8" 113 FIRST FLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 114 FIRST FLOOR Double Hung with Trim 2' - 2" 3' - 6" 3' - 2" 6' - 8" 115 FIRST FLOOR Double Hung with Trim 2' - 2" 3' - 6" 3' - 2" 6' - 8" 116 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 117 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6'-8" 118 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 119 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 120 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 121 FIRST FLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 201 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5'- 0" 1' - 8" 6' - 8" 202 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 203 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 204 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 205 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 206 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 207 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 208 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 209 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 210 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 211 SECOND FLOOR SUBFLOOR Double Hung with Trim 3' - 0" 5' - 0" 1' - 8" 6' - 8" 212 SECOND FLOOR SUBFLOOR Double Hung with Trim 3' - 0" 5' - 0" 1' - 8" 6' - 8" 213 SECOND FLOOR SUBFLOOR Double Hung with Trim 3' - 0" 5' - 0" 1' - 8" 6' - 8" 214 SECOND FLOOR SUBFLOOR Double Hung with Trim 3' - 0" 5' - 0" 1' - 8" 6' - 8" 215 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 216 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - $" 6' - 8" 217 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 218 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5'-0" 1' - 8" 6' - 8" 219 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5'- 0" 1' - 8" 6' - 8" 220 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 221 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 222 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 223 SECOND FLOOR SUBFLOOR Double Hung with Trim 20- 3" 5' - 0" 1' - 8" 6' - 8" 224 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5' - 0" 1' - 8" 6' - 8" 225 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 3" 5'-0" 1' - 8" 6' - 8" 226 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 227 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 228 SECOND FLOOR SUBFLOOR Double Hung with Trim 2' - 2" 5' - 0" 1' - 8" 6' - 8" 501 ROOF Double Hung with Trim 2' - 2" 3' - 6" 1' - 2" 4' - 8" 502 ROOF Double Hung with Trim 2' - 2" 3' - 6" 1' - 2" 4' - 8" 503 ROOF Double Hung with Trim 2' - 2" 3' - 6" 1' - 2" 4' - 8" Window Schedule - counts Type Mark Family I Description I Width Height Count A Double Hung with Trim 2' - 3" 5' - 0" 16 B Double Hung with Trim 2' - 2" 5' - 0" 27 C Double Hung with Trim 2' - 2" 3' - 6" 5 D Double Hung with Trim 3' - 0" 5' - 0" 4 Grand total: 52 Door Schedule Mark Level Type Description Width Height Fire Rating 23 FIRST FLOOR Single -Half Glass 3' - 0" 6' - 8" 101 FIRST FLOOR Single -Half Glass 3' - 0" 6' - 8" 102 FIRST FLOOR Single -Pocket 2' - 6" 6' - 8" 103 FIRST FLOOR Door Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 104 FIRST FLOOR Door —Single ANGLED SWING 30" x 80" 2' - 6" 6- 8" 20 105 FIRST FLOOR Door Single ANGLED SWWING 30" x 80" 2' - 6" 6' - 8" 20 106 FIRST FLOOR Door Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 107 FIRST FLOOR Door Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 108 FIRST FLOOR Single -Pocket 2'-6" 6' - 8" 109 FIRST FLOOR Single -Pocket 2' - 6" 6' - 8" 110 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 111 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 112 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 113 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 114 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 115 FIRST FLOOR Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 116 FIRST FLOOR Single -Flush 2' - 6" 6' - 8" 201 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 202 SECOND FLOOR SUBFLOOR Door Single ANGLED SWING 30" x 80" 2'- 6" 6- 8" 20 203 SECOND FLOOR SUBFLOOR Door —Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 204 SECOND FLOOR SUBFLOOR Door —Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 205 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6'- 8" 206 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 207 SECOND FLOOR SUBFLOOR Door —Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 20 208 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 209 SECOND FLOOR SUBFLOOR Door —Single —ANGLED SWING 30" x 80" 2' - 6" 6- 8" 20 210 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6'-8" 211 SECOND FLOOR SUBFLOOR Door Single ANGLED SWING 30" x 80" 2' - 6" 6- 8" 20 212 SECOND FLOOR SUBFLOOR Bifold-4 Panel 5' - 0" 7' - 0" 213 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 214 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 215 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 216 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 217 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" C- 8" 218 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 219 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6' - 8" 220 SECOND FLOOR SUBFLOOR Single -Pocket 2' - 6" 6- 8" Door Schedule - counts Type Mark Type Description Width Height Count A Single -Half Glass 3' - 0" 6' - 8" 2 B Single -Pocket 2' - 6" 6' - 8" 16 C Door —Single ANGLED SWING 30" x 80" 2' - 6" 6' - 8" 11 D Single -Flush 2' - 6" 6' - 8" 1 E Sliding-2 panel_FOR QUAD 6' - 0" 6' - 8" 6 F Bifold-4 Panel 5' - 0" 7' - 0" 1 Grand total: 37 111LONGFELLOW DESIGN • BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 617-909-7317 CONSULTANT S REVISION S # DESCRIPTION DATE NOTES VERIFY ALL DIMENSIONS IN FIELD. PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION DRAVNNG TITLE WINDOWS AND DOORS PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: Author Scale mum fIv. LONGFELLOW DESIGN ■ BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWD&COM 617-909-7317 CONSULTANT S REVISION S # DESCRIPTION DATE NOTES VERIFY ALL DIMENSIONS IN FIELD. PROJECT PIHIPPS RESIDENCE 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION DRAWING TITLE RENDERS PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: SGE Scale GENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE (9TH EDITION) 2. THE CONTRACTOR SHALL NOT SCALE THE CONTRACT DRAWINGS. 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DETAILED ON THE DRAWINGS. FOR CONDITIONS NOT SPECIFICALLY SHOWN, THE CONTRACTOR SHALL PREPARE DETAILS SIMILAR TO THOSE SHOWN AND SUBMITTHEM WITH THE RELEVANT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL. 4. ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMISSION OF RELEVANT SHOP DRAWINGS FOR REVIEW AND PRIOR TO COMMENCEMENT OF FABRICATION AND CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF FIELD CONDITIONS WHICH ARE IN CONFLICT WITH THE STRUCTURAL CONTRACT DOCUMENTS. 6. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND OTHER METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS BEFORE COMMENCEMENT OF WORK AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. DESIGN LOADS 1. FLOOR LIVE LOADS A. FIRST FLOOR - 40 PSF B. SLEEPING ROOMS ABOVE FIRST FLOOR - 30 PSF 2. ROOF LIVE LOADS A. SNOW 30 (GROUND SNOW) PSF 3. WIND LOADS A. REFERENCE WIND VELOCITY =140 MPH (3 SECOND GUSTS) B. REFERENCE WIND PRESSURE = 20 PSF C. EXPOSURE = B D. DESIGN METHOD 1 E. MAIN LATERAL SYSTEM PRESSURE = 42 PSF 4. FLOOD ZONE ANALYSIS A. FLOOD ZONE HAZARD AREA DESIGNATION AE11 B. FEMA FLOOD ZONE MAP NO. 25001CO569J C. BASE FLOOD ELEVATION: 11 D. DESIGN FLOOD ELEVATION: xx FOUNDATIONS 1. SOIL BEARING: SPREAD FOOTINGS........... DESIGNED FOR A MAXIMUM ALLOWABLE BEARING PRESSURE OF 1.0 TSF 2. EXCAVATION ....................... EXCAVATE TO LINES AND GRADES TO PROPERLY INSTALL FOUNDATIONS ON UNRESTRICTED SOIL. IN NO CASE SHALL THE BOTTOM OF FOOTING BE LOCATED LESS THAN 4'-0" BELOW THE LOWEST ADJACENT SURFACE EXPOSED TO FREEZING. 3. BACKFILL UNDER SLAB OR GRADE ............... BACKFILL WHERE REQUIRED BELOW SLABS WITH APPROVED GRANULAR SOIL PLACED IN 6" LAYERS AND COMPACTED TO 95x DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557, METHOD D. 4. FOUNDATION PLACEMENT AND PROTECTION .............. DO NOT PLACE FOUNDATION CONCRETE IN WATER OR ON FROZEN GROUND. PROTECT IN -PLACE FOUNDATIONS AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE. DO NOT EXCAVATE WITHOUT ENGINEER'S WRITTEN PERMISSION. ANY SOILS BELOW HYPOTHETICAL PLANES BEGINNING AT THE BOTTOM EDGE OF EXISTING FOOTINGS AND EXTENDING DOWNWARDS AND AWAY FROM THE FOOTING ATA 1:1 SLOPE. 14 5. UNDERPINNING ................ DESIGN OF UNDERPINNING AND LAGGING BY CONTRACTOR. SUBMIT DRAWINGS AND CALCULATIONS, STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS, TO THE ENGINEER FOR REVIEW STRUCTURAL STEEL NOTES STRUCTURAL SHAPES: WIDE FLANGE SHAPES .............. ASTM A992, OR ASTM A572 GRADE 50 (Fy = 50,000 PSI) SECTION (HSS)......................... ASTM A500 GRADE B (Fy = 46,000 PSI) WOOD FRAMING NOTES 1. ALL ROUGH FRAMING SHALL BE NO. 2 OR BETTER SPRUCE -PINE -FIR, UNLESS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. 2. ALL TWO (2) INCH NOMINAL LUMBER TO BE SEASONED TO 19% MAXIMUM MOISTURE CONTENT. 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE -STAMPED BY THE APPROPRIATE MANUFACTURER'S ASSOCIATION FOR THE APPROPRIATE USE. 4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATED WITH A CCA-00.40 PROCESS. 5. ALL WOOD FRAMING SHALL BE BUILT PLUMB, LEVEL, SQUARE, AND TRUE WITH ADEQUATE BRACING AND CONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE. 6. ROUGH CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FITTED AS NECESSITATED BY THE CONDITIONS ENCOUNTERED TO PROVIDE FULL BEARING WITHOUT USE OF SHIMS. 7. ALL FLOORS AND THE ROOF SHALL BE SHEATHED WITH 3/4" TONGUE AND GROOVE STRUCTURAL 1 PLYWOOD, GLUED AND NAILED, UNLESS OTHERWISE SHOWN OR NOTED. 8. ALL PLYWOOD SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGER ALL JOINTS. PROVIDE BLOCKING AT ALL JOINTS ONLY WHERE SHOWN ON PLAN. 9. ALL PLYWOOD SHALL BE FASTENED WITH 10d NAILS 6" ON CENTER,10d NAILS @4" ON CENTER (SECOND TO FIRST FLOOR) AT SUPPORTED PANEL EDGES AND AT 10" ON CENTER AT INTERMEDIATE SUPPORTS, UNLESS OTHERWISE SHOWN OR NOTED (SPECIFIC SHEAR WALLS & DIAPHRAGMS). 10, ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2X8`S WITH ONE LAYER OF 1/2" PLYWOOD SPACER, UNLESS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. FOR 2x6 EXTERIOR STUD WALLS, ALL EXTERIOR WINDOW AND DOOR HEADERS OVER THREE (3) FEET WIDE SHALL BE IN ACCORDANCE WITH TYPICAL HEADER SCHEDULE (SEE DRAWING S-0). 11. SIMPSON CONSTRUCTION HARDWARE (OR APPROVED EQUAL) SHALL BE FASTENED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND NAILING SCHEDULE. THE GENERAL CONTRACTOR MUST BE FAMILIAR WITH, AND HAVE THE APPROPRIATE PRODUCT CATALOGS ON SITE. ALL EXTERIOR CONNECTORS AND NAILING TO BE STAINLESS STEEL. A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GAGE X 3-1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9GAGE X 3-1/4") UNLESS OTHERWISE SPECIFIED. B. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (PER THE 1997 NDS, SECTION 8.1.2.1.). C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. D. PNEUMATIC HAILERS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE -LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. E. JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST AND THE HEADER SHALL NOT EXCEED 1/8". 12. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLE 602.3 (1) OF THE 2012 IRC CODE. WHERE CONFLICT WITH NAILING SCHEDULE ON THIS DRAWING, USE HEAVIER NAILING. 13. ALL PLYWOOD OR OSB SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED AT JOINTS (1/8" TYP) AS REQUIRED BY APA FOR EXPANSION. 14. ALL SOLID WOOD POSTS SHALL BE DOUGLASS FIR NO. 1 OR BETTER. 15. BEAMS NOTED AS "PSL" SHALL BE "PARALLAM" AS MANUFACTURED BYTRUSJOIST MACMILLAN (E=1,800,000 PSI, FB=2900 PSI). PARALLAM PRODUCTS SHALL BE ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM WATER DAMAGE PRIOR TO INSTALLATION. 16. BEAMS NOTED AS "LVL" SHALL BE AS MANUFACTURED BY TRUSS JOIST MACMILLAN (E=1,900,000 PSI, FB=2,900 PSI). LVL PRODUCTS SHALL BE ADEQUATELY STORED AND COVERED ATTHE JOB SITE TO BE PROTECTED FROM WATER DAMAGE PRIOR TO INSTALLATION. 17. SHEAR WALL SHEATHING SHALL BE IN ACCORDANCE WITH SHEARWALL SCHEDULE. ALL SHEETS SHALL BE STAMPED WITH THE MANUFACTURER'S INFORMATION AND SHEATHING CERTIFICATION. 18 ALL STUDS SHALL ALIGN WITH JOISTS. AT TYPICAL AREAS SUCH AS OPENING JAMBS, PROVIDE STUDS OR BLOCKING TO MAINTAIN A SOLID CONTINUOUS LOAD PATH TO FOUNDATION. BOLTED CONNECTIONS .............. FOR BOLTED BEAM CONNECTIONS NOT SHOWN ON THE CONCRETE WORK: DRAWINGS PROVIDE THE FOLLOWING NUMBER OF A325 Y4" DIAMETER BOLTS. CONCRETE STRENGTH: PROVIDE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FOR FIELD 3 FOR W10 BEAMS CONCRETE: 4000 PSI NORMAL WEIGHT FOR ALL CAST IN PLACE CONCTETE. PROVIDE ANGLES AND PLATES WITH A THICKNESS TO DEVELOP THE PORTLAND CEMENT: ASTM C150, TYPE 11. WATER CEMENT RATIO AS REQUIRED FOR DESIGN STRENGTH. CAPACITY OF THE BOLTS PROVIDED. AT EXPOSED BRACED FRAME AGGREGATE: NORMAL WEIGHT: ASTM C35, WITH MAXIMUM SIZE OF 3,44". CONNECTIONS USE A490TENSION CONTROL BOLTS ROUND HEADS ORIENTED TOWARDS BUILDING INTERIOR. TIGHTEN NUTS TO SNUG -TIGHT WATER: POTABLE CONDITION. SLUMP: ACI TABLE 305A ANCHOR BOLTS ............................... ASTM A307 OR ASTM F1554 GRADE 36 BOLTS (LION) ADMIXTURE: ASTM C260 AIR -ENTRAINING AGENT AS REQUIRED FOR A TOTAL ENTRAINED AIR ON THE DRAWINGS. CONTENT OF 6% : 1.5% FOR ALL CONCRETE EXPOSED TO FREEZING. DO NOT USED CALCIUM CHLORIDE. WELDING ELECTRODES .................. CONFORM TO AWS SPECIFICATIONS FOR ELECTRODES BASED ON WELDING STEEL ASTM A615 GRADE 60 PROCESS AND THE TYPE AND GRADE OF STEEL. (E70XX, MtN.) REINFORCEMENT: ASTM A185 FOR WIRE FABRIC. PROVIDE #6 CHAIR BARS, HIGH CHAIRS, TIES, CLIPS, SLAB BOLSTERS AND OTHER ERECTION ....................................... PROVIDE ANCHOR BOLTS, STEEL WEDGES, THREADED ACCESSORIES WHERE NOT SPECIFIED ON THE DRAWINGS IN ACCORDANCE WITH SCREWS OR SHIMS TO SUPPORT AND PLUMB ALL COLUMNS. GROUT SOLID UNDER BASE MANUAL OF STANDARD PRACTICE OR DETAILING REINFORCING CONCRETE PLATES IMMEDIATELY AFTER COLUMNS ARE PLUMB. PROVIDE BEARING PLATES AND STRUCTURES ACI 315 OR CRSI-WRSI MANUAL OF STD PRACTICE. WALL ANCHORS OR ANCHOR BOLTS FOR ALL BEAMS RESTING ON CONCRETE AND ALL OTHER NECESSARY CONNECTING HARDWARE. SETANCHOR BOLTS USING TEMPLATE DO NOT .FIELD CUT OR FIELD MODIFY ANY STRUCTURAL STEEL WITHOUT PRIOR OPENINGS; PROVIDE 2-#6 AT EACH SIDE OF ALL OPENINGS IN WALLS AND STABS AND WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. EXTEND 2'-6" BEYOND THE OPENING OR AS DETAILED, EXCEPT VERTICAL BARS AT SIDES OF OPENINGS IN WALLS ARE TO EXTEND FROM FLOOR TO FLOOR. BARS PAINT ............................................. SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE MAY BE MOVED ASIDE AT OPENINGS OR SLEEVES BUT DO NOT CUT OR OMIT. OR TO BE FIREPROOF FOR ALL EXPOSED STEEL, USE A THREE COAT PAINT SYSTEM WITH A MINIMUM CONCRETE PLACED AGAINST EARTH ................................................. 31 ZINC-RIC'iH PRIMER, ON EPDXY INTERMEDIATE COAT, AND A PROTECTIVE TOP COAT, OR CONCRETE SLAB ON GRADE BOTTOM ....................... 1 /2 ......................................... r' HOT -DIP GALVANIZE THE STEEL AFTER FABRICATION IS COMPLETE. COVER: SLAB ON GRADE TOP....................................................................... 1" FORMED CONCRETE EXPOSED TO EARTH, WATER OR WEATHER....... 2" FABRICATION ...................... SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY FORMED SLABS TOP AND BOTTOM .................................................. 1" WELDING INCLUDING BEAM STIFFENERS, COLUMN CAPS AND BASE, HOLES AND INTERIOR FACES WALLS.............................................................. 1" CONNECTIONS. SUBMIT COMPLETE SHOP DRAWINGS FROM FIELD DIMENSIONS FOR THE COLUMNS OR PIERS (MAIN REINFORCEMENT) .................................. 2" ARCHITEr-T'S APPROVAL OF ALL STRUCTURAL STEEL PRIOR TO FABRICATION. MINIMUM REINFORCE ALL WALLS WITH #4 @ 12" IN EACH WAY EACH FACE AND 2 - #6 EACH EDGE, U.N.O. STANDARD SPECIFICATIONS ....... AISC SPECIFICATIONS FOR STRUCTURAL STEEL REINFORCEMENT: IN SLABS, PROVIDE AT LEAST 0.0018 TIMES THE AREA OF CONCRETE IN EACH DIRECTION, U.N.O. BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, THE AISC CODE OF E STANDARD PRACTICE, AND AWS STRUCTURAL WELDING CODE - STEEL. SPLICING OF AS SHOWN ON PLANS BUT NOT LESS THAN 40 DIAMETERS FOR SLABS AND BEAM BOTTOM BARS, REINFORCEMENT: AND NOT LESS THAN 48 BAR DIAMETERS FOR WALLS AND BEAM TOP BARS. PROVIDE A LAP OF 8" OR 1 3/2 SPACES, WHICHEVER IS LARGER, FOR WWF. TIE WIRES TOGETHER AT LAP. TYPICAL LUMBER NAILING SCHEDULE NAILING SHOWN IS TYPICAL EXCEPT AS NOTED ON PLANS. USE COMMON NAILS. 1. JOIST TO SILL OR GIRDER, TOENAILS 2. BRIDGING TO JOIST, TOE NAIL EACH END 3. 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 4. WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST, FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16"O.C. 7. TOP PLATE TO STUD, END NAIL 8. STUD TO SOLE PLATE NAILS OR 4-8d TOE NAILS 9. DOUBLE STUDS, FACE NAIL 12"O.C. 10. DOUBLED TOP PLATES, FACE NAIL 16"O.C. 11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 12. CONTINUOUS HEADER, TWO PIECES 16"O.C. ALONG EA. EDGE 13. CEILING JOISTS TO PLATE, TOE NAIL 14. CONTINUOUS HEADER TO STUD, TOE NAIL 15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 17. RAFTER TO PLATE, TOENAIL 18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 19. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 20. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 21. BUILT-UP CORNER STUDS 24"O.C. 22. BUILT-UP GIRDER AND BEAMS 32"O.C. ATTOP & BOTTOM 23. 2" PLANKS EACH BEARING 2x STUD FRAMING, SEE FRAMING PLAN FOR ADDT IN FORMATION (2) 2x SOLE PLATE. WHEN BEARING ON CONCRETE PLATE IS TO BE PRESSURE TREATED (P.T.) NUT ANCHOR BOLT OR REBAR "D"=BOLT OR REBAR OUTSIDE DIA. NOTES: 3-8d 2-8d 2-8d 3-8d 2-16d 16d AT 2-16d 2-16d END 16d AT 16d AT 2-16d 16d AT 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 2-8d 3-8d 16d AT 20d AT 2-16d AT WASHER EXISTING BASE MATERIAl,'L a EMBEDMENT LENGTH "E" 12" ON EPDXY ADHESIVE TO COMPLETELY FILL VOID BETWEEN BOLT OR REBAR AND HOLE IN WALLS. PROVIDE S.S. SCREEN TUBE AT MASONRY WALLS. 1. DRILL HOLES, CLEAN OUT AND INSTALL EPDXY AND BOLT OR REBAR IN STRICT CONFORMANCE OF EPDXY MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2. UNLESS OTHERWISE INDICATED ON DRAWINGS, PROVIDE THE EMBEDMENT LENGTH AND HOLE DIAMETER INDICATED IN THE SCHEDULE (THIS SHEET), FOR THE BOLT OR REBAR SIZE INDICATED ON THE DRAWINGS. 3. EPDXY BOND STRENGTH IS TO BE BASED ON A SAFETY FACTOR (S.F.) OF 4.0. (2) 2x TOP PLATE "H"=HOLE DIA. --AMS UP TO 12" DEEP SEAMS OVER 12" DEEP NAILS - 1 3/4" LVL TYPICAL BUILT UP BEAM DETAIL Ici NTS BOLT OR REBAR OUTSIDE DIAMETER "D" (INCHES) REQUIRED EMBEDMENT LENGTH "E" (INCHES) REQUIRED HOLE DIAMETER "H" (INCHES) 3/8 3 3/8 7/16 1/2 41/2 9/16 5/8 5 5/8 3/4 3/4 6 3/4 7/8 ANCHOR 7/8 7 7/8 1 BOLTS 1 9 11/8 1 1/4 11 1/4 13/8 11/2 13 1/2 15/8 #3 BAR 41/2 1/2 #4 BAR 6 5/8 #5 BAR 71/2 3/4 REBAR #6 BAR 9 7/8 #7 BAR 101/2 1 #8 BAR 12 11/8 #9 BAR 13 1/2 13/8 DOUBLE KING STUD PER 2x BLOCKNG SCHEDULE @MID -HEIGHT / / BUILT UP BEAM SEE HEADER SCHEDULE FOR MEMBER SIZES ❑PEN (2) 2x JACK STUDS EACH -/ SIDE OF OPENING TYPICAL @ BEARING wALLS EPDXY DETAIL PERMIT 10.26.22 m�LONGFELLOW La DESIGN w BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS K OF4; V N039190 ■ REVISIONS # DESCRIPTION ■ NOTES SEAL DATE TYPICAL EPDXY ADHESIVE FASTENER SCHEDULE �,� THIS DOCUMENTS USE BY THE OWNER FOR NTS OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. HEADER SCHEDULE (U.N.O. ON PLANS) 2x6 STUD WALLS OPENING # KING ROOF (1) FLR + ROOF (2) FLR + ROOF (3) FLR + ROOF LESS THAN T-0" 1-2X6 3-2X6 3-2X6 3-2X6 3-2X6 T-1" to 5'-0" 1-2X6 3-2X8 3-2X8 3-2X10 3-2X12 5'-1" to 7'-0" 2-2X6 3-2X10 3-2X12 3-1.750.25 LVL 3-1.75x9.25 LVL 7'-1" to 8'-0" 2-2X6 3-2X10 3-1.750.25 LVL 3-1.75x9.25 LVL 3-1.75x9.5 LVL NOTES: 1. PROVIDE AND INSTALL HEADERS IN ACCORDANCE WITH THE ABOVE SCHEDULE FOR INDICATED ROUGH OPENINGS ON ARCHITECTURAL PLANS AND UNLESS NOTED OTHERWISE. HEADER SPANS EXCEEDING TABULATED VALUES SHALL BE NOTED ON FRAMING PLANS. 2. PROVIDE 3" MINIMUM BEARING AT EACH END. TYPICAL HEADER SCHEDULE JAII NTS ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE GENERAL NOTES PROJECT NUMBER 1 ■ DATE: 08.02.22 ■ SCALE: AS NOTED ■ DRAWN BY: TVG n DRAWING NUMBER S-000 (2)2x FOR GRAPHICAL 2X WALL STUD PURPOSES ONLY, SEE TIE —STRAP POST FRAMING PLAN FOR POST SIZE END POST + PER PLAN W/ SHEAR PANEL ii ° E.N. FULL HEIGHT II HOLD DOWN I ; I + I i a FASTENER +I ROUGH SHEAR WALL I OPENING PLYWOOD SHEAR HOLD DOWN PANEL —{I I PANEL, SEE SCHEDULE + END POST ROUGH s +! FOR NAILING SIZE & OPENING + SPACING BLOCKING THREADED ROD +1 _— + `--�_ II PER MANESPEC SIMPSON TWIST STRAP J SHEAR WALL °'� !j DBL SILL mcrII ! € END POST + FLOOR DIAPHRAGMI li BLOCKING 1; SIMPSON HOLD DOWN STRAP Model GA END LENGTH CLEAR SPAN JACK/DBL STACK UPLF FASTENERS 8 INCHES 14 - 8(d) CS22 22 7 INCHES 12 -10(d) 845LBS 9 INCHES 16 - 8(d) CS20 20 9 INCHES 13-1/2" -2x8 JOISTS 14 - 10(d) 1,030LBS 18 12 INCHES 15-1J2" -2x10 JOISTS 22 - 8(d) C518 11 INCHES 17-1/2" -2x12 JOISTS 18 -10(d) 1,370LSS 14 INCHES 26 - 8(d) CS16 16 13 INCHES 22 -10(d) 1,705LBS 19 INCHES 38 - 8(d) CS14 14 16 INCHES 30 - 10(d) 2,490 LBS TIE -DOWN — STRAP, SEE x FRAMING PLAN o FOR SIZE AND w w LOCATION J Q it 2XWALL STUD z � Q I uj u - - =J PLYWOOD z DECK Lu z FLOOR j/ JOIST_--- � J I BL TOP w z LATE u z �I FOUNDATION JOIST FLOOR BEARING BEAM BELOW WALL _ BEYOND J JOISTS I DBL TOP a BEAM AS NOTED w ( PLATE ON FRAMING PLANS POST I 10' UPPER "INT" WALL "STRAP" HOLDDOWN PARALLEL FRAMING C3 LTT20B HOLDDOWN 10" FOUNDATION CONNECTION C2 SIMPSON TIE STRAP SCHEDULE AND DETAILS C1 N.T.S. N.T.S. N.T.S. SHEAR WALL END POST SHEAR WALL END POST SEE FRAMING PLAN POST SEE FRAMING PLAN + + HOLD DOWN PER PLAN, (2)2x FOR GRAPHICAL PURPOSES ONLY, SEE ROUGH FRAMING PLAN FOR HDU I+ OPENING MODEL No. I PLYWOOD SHEAR I+j PANEL, SEE SCHEDULE I+j FOR NAILING SIZE & +� A SPACING - I+j SHEAR WALL I i I+I END POST + SECOND FLOOR SOLE PLATE DOOR/WINDOW ROUGH a a TAG REF 'aa-#" OPENING a + SEE SCHEDULE FOR FASTENER SINGLE OR DOUBLE + SIZE, ANCHOR BOLT AND NAILING KING 2x6 STUD 4" OFFSET + I FROM POST FACE DOUBLE JACK — (2) 2X6 STUD (90-) POST 0 OWN I o PLYWOOD —------------------- .. - BLOCKING POST { + "DOUBLE STRAP" I SOLID C1j BLOCKING * S-001 DBL TOP PLATE HOLD-DOWN PER ID TAG "aa-#" o POST BELOW SEE SCHEDULE FOR FASTENER SIZE, POST ANCHOR BOLT, AND NAILING/o PLYWOOD DECK i DBL TOP PLATE HOLD D SOLID SIMPSON "HD" SCHEDULE Model GA AB POST FASTENERS HD3B 14 81! (2) - 5/8" 0 HD5B 10 8"0 (2) - 3/4"0 HD7B 10 Zi, (3) - 3/4"0 HD9B 7 7/8"0 (3) - 7/8"0 HD12 3 1110 (4) - V-0 HD12-B 3 1-1/"0 (4) -1" 0 HD 19 3 1-1/8"0 (5) - IV HD 19-B 3 1-1/4 0 (5) - IV SIMP "HDU" HOLD DOWN SCHED Model GA AB POST FASTENERS HDU2 14 8"0 (6} 4'x2 Z' SDS HDU4 14 8" (10) 2f"x2 2" SDS HDU5 14 $"rat (14) J"x2 III 5� SDS HDU8 10 7/8110 (20) J"x2 }" SDS 10 1"� (30) 4'x2' HDU11 SDS 111� (36) 1"x2 Z HDU14 7 SDS HDU19 3 1-1/8110 (5) - 1"0 ><II HOLD DOWN ? I 2x RIM JOIST FASTENER Li II DOUBLE SILL I z I ( PLATE END POST ANCHOR BOLT II I may— SHEAR WALL j I_ THREADED ROD 5" PANEL PER MANF. SPEC uj m o o BLOCKING DETAIL B DETAIL A �w w L uj X U O FOUNDATION 10" WALL SECTION UPPER "END" WALL DOUBLE SIMPSON STRAP HOLDDOWN B3 TYP. POST TO POST HOLDDOWN CONNECTION 132 SIMPSON HD/HDU HOLDDOWN SCHEDULES AND DETAIL 1131 N.T.S. N.T.S. N.T.S. I , (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE =------------------------------------------------------------------' N FOR HDU AN FOR HDU ----__-- ----__-----------__4_--------____-- _ _----___-- n FRAMING PLA FRAMING PL MODEL No. MODEL No. l + PLYWOOD SHEAR + + --+, + + + I PLYWOOD SHEAR PANEL I SEE SCHEDULE II I + i + �✓�—PANEL, SEE SCHEDULE i+I 4I j+i I r I FOR NAILING SIZE & FOR NAILING SIZE & SPACING rI SPACING ROUGH ROUGH+I OPENING j+i ROUGH OPENING OPENING+� I HEADER + I+I �— PLYWOOD SHEAR LI + + PLYWOOD SHEAR PANEL, SEE SCHEDULE _ I ! + PANEL, SEE SCHEDULE 1 I_ FOR NAILING SIZE & + +� + + FOR NAILING SIZE & SPACING I G ROUGH ii k j I I j.I �'ik LI + I j ROUGH 1 IY SHEAR WALL ti I T END POSTOPENING OPENING�A ,.QROUGH Q A OPENINGSHEAR WALL SHEAR WALL SHEAR WALL END POST END POST END END POST + PER PLAN SECOND FLOOR i+l + _ _ SECOND FLOOR � ---�1- t 2x10 FLOOR II {{ + i! ji FRAMINGII I - ' FIRST FLOOR -------------- ----- + - + > + + "STRAP" C1 S-ci 001 ! S-001 { DET B S 001 S-001 DET B i I SIMPSON STRAP / SEE PLAN FOR 131 FOUNDATION POST BELOW _I-�--TYPE POST BELOW 61 DET A S-001 DET A S-001 CORNER FIRST FLOOR "MID" WALL HDU or HDA HOLDDOWN DETAIL A4 FIRST FLOOR "END" WALL HDU or HDA HOLDDOWS A3 UPPER "MID" WALL SIMPSON STRAP HOLDDOWN A2 UPPER "END WALL SIMPSON STRAP HOLDDOWN N.T.S. N.T.S. PERMIT 10.26.22 LONGFELLOW DESIGN ■ BUILD 367{ MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS KOF� t� { r , No 39I9D SEAL ■ REVISIONS #DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE SHEAR WALL DETAILS PROJECT NUMBER 1 0 DATE: 10.20.22 N SCALE: AS NOTED ■ DRAWN BY: MSD DRAWING NUMBER S-001 SIMPSON "HD" SCHEDULE Model GA AB POST FASTENERS HD3B 14 81! (2) - 5/8" 0 HD5B 10 8"0 (2) - 3/4"0 HD7B 10 Zi, (3) - 3/4"0 HD9B 7 7/8"0 (3) - 7/8"0 HD12 3 1110 (4) - V-0 HD12-B 3 1-1/"0 (4) -1" 0 HD 19 3 1-1/8"0 (5) - IV HD 19-B 3 1-1/4 0 (5) - IV SIMP "HDU" HOLD DOWN SCHED Model GA AB POST FASTENERS HDU2 14 8"0 (6} 4'x2 Z' SDS HDU4 14 8" (10) 2f"x2 2" SDS HDU5 14 $"rat (14) J"x2 III 5� SDS HDU8 10 7/8110 (20) J"x2 }" SDS 10 1"� (30) 4'x2' HDU11 SDS 111� (36) 1"x2 Z HDU14 7 SDS HDU19 3 1-1/8110 (5) - 1"0 ><II HOLD DOWN ? I 2x RIM JOIST FASTENER Li II DOUBLE SILL I z I ( PLATE END POST ANCHOR BOLT II I may— SHEAR WALL j I_ THREADED ROD 5" PANEL PER MANF. SPEC uj m o o BLOCKING DETAIL B DETAIL A �w w L uj X U O FOUNDATION 10" WALL SECTION UPPER "END" WALL DOUBLE SIMPSON STRAP HOLDDOWN B3 TYP. POST TO POST HOLDDOWN CONNECTION 132 SIMPSON HD/HDU HOLDDOWN SCHEDULES AND DETAIL 1131 N.T.S. N.T.S. N.T.S. I , (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE =------------------------------------------------------------------' N FOR HDU AN FOR HDU ----__-- ----__-----------__4_--------____-- _ _----___-- n FRAMING PLA FRAMING PL MODEL No. MODEL No. l + PLYWOOD SHEAR + + --+, + + + I PLYWOOD SHEAR PANEL I SEE SCHEDULE II I + i + �✓�—PANEL, SEE SCHEDULE i+I 4I j+i I r I FOR NAILING SIZE & FOR NAILING SIZE & SPACING rI SPACING ROUGH ROUGH+I OPENING j+i ROUGH OPENING OPENING+� I HEADER + I+I �— PLYWOOD SHEAR LI + + PLYWOOD SHEAR PANEL, SEE SCHEDULE _ I ! + PANEL, SEE SCHEDULE 1 I_ FOR NAILING SIZE & + +� + + FOR NAILING SIZE & SPACING I G ROUGH ii k j I I j.I �'ik LI + I j ROUGH 1 IY SHEAR WALL ti I T END POSTOPENING OPENING�A ,.QROUGH Q A OPENINGSHEAR WALL SHEAR WALL SHEAR WALL END POST END POST END END POST + PER PLAN SECOND FLOOR i+l + _ _ SECOND FLOOR � ---�1- t 2x10 FLOOR II {{ + i! ji FRAMINGII I - ' FIRST FLOOR -------------- ----- + - + > + + "STRAP" C1 S-ci 001 ! S-001 { DET B S 001 S-001 DET B i I SIMPSON STRAP / SEE PLAN FOR 131 FOUNDATION POST BELOW _I-�--TYPE POST BELOW 61 DET A S-001 DET A S-001 CORNER FIRST FLOOR "MID" WALL HDU or HDA HOLDDOWN DETAIL A4 FIRST FLOOR "END" WALL HDU or HDA HOLDDOWS A3 UPPER "MID" WALL SIMPSON STRAP HOLDDOWN A2 UPPER "END WALL SIMPSON STRAP HOLDDOWN N.T.S. N.T.S. PERMIT 10.26.22 LONGFELLOW DESIGN ■ BUILD 367{ MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS KOF� t� { r , No 39I9D SEAL ■ REVISIONS #DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE SHEAR WALL DETAILS PROJECT NUMBER 1 0 DATE: 10.20.22 N SCALE: AS NOTED ■ DRAWN BY: MSD DRAWING NUMBER S-001 SIMP "HDU" HOLD DOWN SCHED Model GA AB POST FASTENERS HDU2 14 8"0 (6} 4'x2 Z' SDS HDU4 14 8" (10) 2f"x2 2" SDS HDU5 14 $"rat (14) J"x2 III 5� SDS HDU8 10 7/8110 (20) J"x2 }" SDS 10 1"� (30) 4'x2' HDU11 SDS 111� (36) 1"x2 Z HDU14 7 SDS HDU19 3 1-1/8110 (5) - 1"0 ><II HOLD DOWN ? I 2x RIM JOIST FASTENER Li II DOUBLE SILL I z I ( PLATE END POST ANCHOR BOLT II I may— SHEAR WALL j I_ THREADED ROD 5" PANEL PER MANF. SPEC uj m o o BLOCKING DETAIL B DETAIL A �w w L uj X U O FOUNDATION 10" WALL SECTION UPPER "END" WALL DOUBLE SIMPSON STRAP HOLDDOWN B3 TYP. POST TO POST HOLDDOWN CONNECTION 132 SIMPSON HD/HDU HOLDDOWN SCHEDULES AND DETAIL 1131 N.T.S. N.T.S. N.T.S. I , (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE =------------------------------------------------------------------' N FOR HDU AN FOR HDU ----__-- ----__-----------__4_--------____-- _ _----___-- n FRAMING PLA FRAMING PL MODEL No. MODEL No. l + PLYWOOD SHEAR + + --+, + + + I PLYWOOD SHEAR PANEL I SEE SCHEDULE II I + i + �✓�—PANEL, SEE SCHEDULE i+I 4I j+i I r I FOR NAILING SIZE & FOR NAILING SIZE & SPACING rI SPACING ROUGH ROUGH+I OPENING j+i ROUGH OPENING OPENING+� I HEADER + I+I �— PLYWOOD SHEAR LI + + PLYWOOD SHEAR PANEL, SEE SCHEDULE _ I ! + PANEL, SEE SCHEDULE 1 I_ FOR NAILING SIZE & + +� + + FOR NAILING SIZE & SPACING I G ROUGH ii k j I I j.I �'ik LI + I j ROUGH 1 IY SHEAR WALL ti I T END POSTOPENING OPENING�A ,.QROUGH Q A OPENINGSHEAR WALL SHEAR WALL SHEAR WALL END POST END POST END END POST + PER PLAN SECOND FLOOR i+l + _ _ SECOND FLOOR � ---�1- t 2x10 FLOOR II {{ + i! ji FRAMINGII I - ' FIRST FLOOR -------------- ----- + - + > + + "STRAP" C1 S-ci 001 ! S-001 { DET B S 001 S-001 DET B i I SIMPSON STRAP / SEE PLAN FOR 131 FOUNDATION POST BELOW _I-�--TYPE POST BELOW 61 DET A S-001 DET A S-001 CORNER FIRST FLOOR "MID" WALL HDU or HDA HOLDDOWN DETAIL A4 FIRST FLOOR "END" WALL HDU or HDA HOLDDOWS A3 UPPER "MID" WALL SIMPSON STRAP HOLDDOWN A2 UPPER "END WALL SIMPSON STRAP HOLDDOWN N.T.S. N.T.S. PERMIT 10.26.22 LONGFELLOW DESIGN ■ BUILD 367{ MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS KOF� t� { r , No 39I9D SEAL ■ REVISIONS #DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE SHEAR WALL DETAILS PROJECT NUMBER 1 0 DATE: 10.20.22 N SCALE: AS NOTED ■ DRAWN BY: MSD DRAWING NUMBER S-001 ><II HOLD DOWN ? I 2x RIM JOIST FASTENER Li II DOUBLE SILL I z I ( PLATE END POST ANCHOR BOLT II I may— SHEAR WALL j I_ THREADED ROD 5" PANEL PER MANF. SPEC uj m o o BLOCKING DETAIL B DETAIL A �w w L uj X U O FOUNDATION 10" WALL SECTION UPPER "END" WALL DOUBLE SIMPSON STRAP HOLDDOWN B3 TYP. POST TO POST HOLDDOWN CONNECTION 132 SIMPSON HD/HDU HOLDDOWN SCHEDULES AND DETAIL 1131 N.T.S. N.T.S. N.T.S. I , (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE =------------------------------------------------------------------' N FOR HDU AN FOR HDU ----__-- ----__-----------__4_--------____-- _ _----___-- n FRAMING PLA FRAMING PL MODEL No. MODEL No. l + PLYWOOD SHEAR + + --+, + + + I PLYWOOD SHEAR PANEL I SEE SCHEDULE II I + i + �✓�—PANEL, SEE SCHEDULE i+I 4I j+i I r I FOR NAILING SIZE & FOR NAILING SIZE & SPACING rI SPACING ROUGH ROUGH+I OPENING j+i ROUGH OPENING OPENING+� I HEADER + I+I �— PLYWOOD SHEAR LI + + PLYWOOD SHEAR PANEL, SEE SCHEDULE _ I ! + PANEL, SEE SCHEDULE 1 I_ FOR NAILING SIZE & + +� + + FOR NAILING SIZE & SPACING I G ROUGH ii k j I I j.I �'ik LI + I j ROUGH 1 IY SHEAR WALL ti I T END POSTOPENING OPENING�A ,.QROUGH Q A OPENINGSHEAR WALL SHEAR WALL SHEAR WALL END POST END POST END END POST + PER PLAN SECOND FLOOR i+l + _ _ SECOND FLOOR � ---�1- t 2x10 FLOOR II {{ + i! ji FRAMINGII I - ' FIRST FLOOR -------------- ----- + - + > + + "STRAP" C1 S-ci 001 ! S-001 { DET B S 001 S-001 DET B i I SIMPSON STRAP / SEE PLAN FOR 131 FOUNDATION POST BELOW _I-�--TYPE POST BELOW 61 DET A S-001 DET A S-001 CORNER FIRST FLOOR "MID" WALL HDU or HDA HOLDDOWN DETAIL A4 FIRST FLOOR "END" WALL HDU or HDA HOLDDOWS A3 UPPER "MID" WALL SIMPSON STRAP HOLDDOWN A2 UPPER "END WALL SIMPSON STRAP HOLDDOWN N.T.S. N.T.S. PERMIT 10.26.22 LONGFELLOW DESIGN ■ BUILD 367{ MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS KOF� t� { r , No 39I9D SEAL ■ REVISIONS #DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE SHEAR WALL DETAILS PROJECT NUMBER 1 0 DATE: 10.20.22 N SCALE: AS NOTED ■ DRAWN BY: MSD DRAWING NUMBER S-001 UPPER "END" WALL DOUBLE SIMPSON STRAP HOLDDOWN B3 TYP. POST TO POST HOLDDOWN CONNECTION 132 SIMPSON HD/HDU HOLDDOWN SCHEDULES AND DETAIL 1131 N.T.S. N.T.S. N.T.S. I , (2)2x FOR GRAPHICAL (2)2x FOR GRAPHICAL SECOND FLOOR PURPOSES ONLY, SEE PURPOSES ONLY, SEE =------------------------------------------------------------------' N FOR HDU AN FOR HDU ----__-- ----__-----------__4_--------____-- _ _----___-- n FRAMING PLA FRAMING PL MODEL No. MODEL No. l + PLYWOOD SHEAR + + --+, + + + I PLYWOOD SHEAR PANEL I SEE SCHEDULE II I + i + �✓�—PANEL, SEE SCHEDULE i+I 4I j+i I r I FOR NAILING SIZE & FOR NAILING SIZE & SPACING rI SPACING ROUGH ROUGH+I OPENING j+i ROUGH OPENING OPENING+� I HEADER + I+I �— PLYWOOD SHEAR LI + + PLYWOOD SHEAR PANEL, SEE SCHEDULE _ I ! + PANEL, SEE SCHEDULE 1 I_ FOR NAILING SIZE & + +� + + FOR NAILING SIZE & SPACING I G ROUGH ii k j I I j.I �'ik LI + I j ROUGH 1 IY SHEAR WALL ti I T END POSTOPENING OPENING�A ,.QROUGH Q A OPENINGSHEAR WALL SHEAR WALL SHEAR WALL END POST END POST END END POST + PER PLAN SECOND FLOOR i+l + _ _ SECOND FLOOR � ---�1- t 2x10 FLOOR II {{ + i! ji FRAMINGII I - ' FIRST FLOOR -------------- ----- + - + > + + "STRAP" C1 S-ci 001 ! S-001 { DET B S 001 S-001 DET B i I SIMPSON STRAP / SEE PLAN FOR 131 FOUNDATION POST BELOW _I-�--TYPE POST BELOW 61 DET A S-001 DET A S-001 CORNER FIRST FLOOR "MID" WALL HDU or HDA HOLDDOWN DETAIL A4 FIRST FLOOR "END" WALL HDU or HDA HOLDDOWS A3 UPPER "MID" WALL SIMPSON STRAP HOLDDOWN A2 UPPER "END WALL SIMPSON STRAP HOLDDOWN N.T.S. N.T.S. PERMIT 10.26.22 LONGFELLOW DESIGN ■ BUILD 367{ MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS KOF� t� { r , No 39I9D SEAL ■ REVISIONS #DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE SHEAR WALL DETAILS PROJECT NUMBER 1 0 DATE: 10.20.22 N SCALE: AS NOTED ■ DRAWN BY: MSD DRAWING NUMBER S-001 CS22 CMSTC16 CMSTC16 SECOND FLOOR SHEARWALL PLAN SHEAR WALL SCHEDULE SHEAR WALL SHEATHING NAILING WALL ELEVATION EDGE FIELD 1 STRUCT 115/32 10d 4" O.C. 10d 12" O.C. UPPER-MID-ANS-001 2 STRUCT 115/32 10d 4" O.C. 10d 12" O.C. UPPER-END-Al/S-001 3 STRUCT 1 15/32 10d 4" O.C. 10d 12"O.C. UPPER-INT-C3/S-001 4 STRUCT 115/32 10d 3" O.C. 10d 12" O.C. UPPER-END-Al/S-001 HDQ8-SDS3 HDQ8-SDS3 HDU11-SDS2.5 HDQ-SDS3 FIRST FLOOR SHEARWALL PLAN SHEAR WALL SCHEDULE SHEAR WALL SHEATHING NAILING WALL ELEVATION EDGE FIELD 5 STRUCT P 15/32 10d " O.C. 10d 12" O.C. LOWER-MID-A4/S-001 6 STRUCT II 15/32 10d 4" O.C. 10d 12" O.C. LOWER-END-A3/S-001 7 STRUCT II 15/32 10d 4" O.C. 10d 12" O.C. LOWER-INT-132/S-001 8 STRUCT II 15/32 10d 3" O.C. 10d 12- O.C. LOWER-MID-A4/S-001 9 STRUCT II (15132) 10d 3" O.C. 10d 12" O.C. LOWE R-EN D-A3/S-00 1 10 STRUCT'I 15/32 10d 3" O.C. 10d 12" O.C. LOWER-INT-132/S-001 111 STRUCT 11 (15/32) 10d 4" O.C. 10d 12" O.C. LOWER-MID-C2/S-001 10.26.22 LONGFELLOW DESIGN * BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWD&COM 617-909-7317 CONSULTANT S 5N OF 41 TH0mAS u' GALLf�N'No S REVISION S # DESCRIPTION DATE i I NOTES VERIFY ALL DIMENSIONS IN FIELD. PROJECT 1ITP`HIPPS RESIDENCE 74 WHITE CEDAR RD W YARMOUTH, MA PHASE ISSUED FOR CONSTRUCTION DRAWING TITLE 1ST/2ND FLOOR SHEARWALLPLANS PROJECT NUMBER 470 DATE 09/15/2022 DRAWN BY: SGE Scale S-002 1 /4" = 1'-01 " PERMIT a m 1 FOUNDATION PLAN SCALE: 1 /4. =1 '-0" NOTES: 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0" BELOW ADJACENT GRADE. 2. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. FOUNDATION ELEVATIONS BASED OFF BSC GROUP PLANS DATED 07.06.22. 3. ALL SILL PLATES SHALL BE (2) 2x PT LUMBER W/ 5/8" 0 ANCHOR BOLTS 32"o.c., E FROM ENDS U.N.O. 4.. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. FLOOD VENT SUMMARY AREA (SF) VENT AREA VENT (1) VENT (2) ENCLOSED REQUIRED 16N325' 8"x16" 1,945.9 1,945.9 IN^2 800 IN^2 200 IN^2 -ENGINEERED SMART VENT 10 VENTS 2000 1N^2 1,945.9 1,945.9 IN^2 i TOTAL (A) 2000 IN^2 10.26.22 LONGFELLOW DESIGN • BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS g TMOht15 , o GALL Alt r No190 Q A - to a SIoNA+L SEAL ■ REVISIONS # DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE FOUNDATION PLAN PROJECT NUMBER 1 ■ DATE: 08.02.22 ■ SCALE: AS NOTED ■ DRAWN BY: TVG ■ DRAWING NUMBER S-100 PERMIT 8.� PATIOJHARDSCAPE 00 T.O. SLAB x x = 47 'A #4 DOWELS @18"oc N .P 24" 26 © 18"1 z • FOUNDATION m WALL O C) D 2x4 SHEAR KEY 0 CONT. WALL FOOTING It 6 (3) #5 CONT_ 8" SEE PLAN 2x STUD n EXTERIOR PLYWOOD —' DBL SILL PLATE , 00 BOTTOM PLATE TO BE 111 P.T. " FIN. GRADE i 6 I • Z cp m O 2x4 v SHEAR KEY d • m (3) #5 CONT_� 8" 2'-0" g'0 ANCHOR BOLTS w /3"(8 Ga WASHERS @32 oc, 8 FROM ENDS U.N.Q. ` " THICK PRE -MOULDED JOIN FILLER & SEALANT TOP OF SLABI F SLAB x x EL. 0 -0 #5 REBAR HORZ TOP, MID & BOT I I� TOP OF SIMPSON CB BASE WOOD POST 00 F.G. SII CE 1'-0" SONO TUBE BIG FOOT COST 10.26.22 N G F L" L L 0 W DESIGN a BUILD F.G. 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 SECTION C4 SECTION ~ C3 SECTION ~=1'-0~ C2 SECTION C1 I ~=1I I—On t = 1'-0' 1 I ~=1$_o~ 2x STUD TYP EXTERIOR PLYWOOD TOP OF FIRST FLOOR (EL. = 13.25) ENGINEERED — 2x RIM BOARD DBL SILL PLATE _ (PRESSURE TREATED) 2x SOLE PLATE :'T&G PLYWOOD FULL HEIGHT — CONT. BLOCKING — - 4" MIN + + d y + + --- BUILT-UP BEAM +>F y NOT USEDIB4 FLOOR JOISTS, SEE PLAN FOR SIZE, SPAN, AND SPACING +I + TOP OF SLAB (EL. 10.00) • • x x 2x4 SHEAR KEY �` _(3) #5 CONT. ----------- --- r :-a COLUMN STRIP FOOTING SEE PLAN FOR SIZE AND ADDT INFO 1ST FLOOR (EL. = 13.25) ilk kM, DOR 'LAN DN GRADE (5) #5 CONT. COMPACTED GRADE 2x SOLE PLATE EXTERIOR PLYWOOD - ENGINEERED 2x RIM BOARD • NOT USED B2 31 'T&G PLYWOOD SPRAYED INSULATION TOP OF FIN. jk FIRST FLOOR qV (EL=13.25) _'• g"0 ANCHOR BOLTS SEE FRAMING PLAN 12" FOR SPACING 6" 2x SOLE PLATE EXTERIOR PLYWOOD - ENGINEERED 2x RIM BOARD WATER PROOFING SEE ARCH. DRAWINGS • ■ CONSULTANTS Yk OF VAS& GAL Rt�`` ,. MS � No 3919Q � A " f T SEAL ■ REVISIONS # DESCRIPTION DATE ■ NOTES NOT USED BI THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. a"T&G PLYWOOD TOP OF FIN. FIRST FLOOR ■ PROJECT TITLE (EL =13.25) PHIPPS RESIDENCE ANCHOR BOLTS 74 WHITE CEDAR ROAD SEE FRAMING PLAN 12" WEST YARMOUTH MA FOR SPACING 6" WATER (PROOFING --� — SEE ARCH. DRAWINGS `�., ISOLATION JOINT �+ __ • • TOP OF SLAB • • (EL.10.00) ISOLATION JOINT TOP OF SLAB (EL. 7.33) 2x4 SHEAR KEY 2x4 SHEAR KEY • } T —(3) #5 CONT. —T _(3) #5 CONT. ■ DRAWING TITLE SECTIONS PROJECT NUMBER 1 DATE: 08.02.22 SCALE: AS NOTED ■ DRAWN BY: TVG SECTION I A4 1 ~a 1'—o~ SECTION I a l ~_l i—a~ SECTION I A2 I ~=1 •—o~ SECTION I Al I ~=1 —o~ ■ DRAWING NUMBER S-101 r Plate nail, 16d (0.135" x 31/2") at 12" on -center 2x_ stud wall at Floor panel nail - 8d (0.131" x 2�/O) 16" on -center at 6" on -center Sheathing Web stiffeners required on boundry nails, both sides at A3.4W ONLY 8d (0.131 x Z/2") 1%' or 1 %2" TimberStrand® LSL at 4" o.c. rim board. Toe nail - 10d (0.131" x 3") When sheathing thickness exceeds %", 12" at 6" on -center trim sheathing tongue min. 3 For rim board thicker than 1 /4„ at rim board - Attach TJI Joist to rim board with one 10d (0.128" x 3") Install proper blocking to nail. Top nail from TJI joists into rim board. support all panel edges - Connect corner with four 10d (0.128" x 3") nails. Toe nail from side of parallel closure into rim board. A3.4 A3.4 For additional installation specifications see Rim Board Details and Installation W in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Load bearing or braced/shear wall above (must stack over wall below) ing panel: 1%" TJ" Rim Board, 1%2" TimberStrand" LSL or ist. 2x4 minimum *required squash blocks Bi on both sides at B1 W and B2W ONLY B2 B2W Blocking panels may be required with bracedtshear walls above or below —see detail B1 Load from above N2x4minlmum squash blocks CS Use 2x4 minimum squash blocks to transfer load around UP Joist *minimum ad from above squash blocks CS Use 2x4 minimum squash blocks to transfer load around UP Joist �imam L G WEB STIFFENER ATTACHMENT '�(F � el�" reed—un (1)"fm TJI• NaYvg. 560, 5fi0D) S-tablebelow. Was atiffener belh sides. See table below. • WAn point batl hart above, aM rro support T bnstd sMengtlgk total flange I Tight fit' (gspap stat bdbm ftflange) O(1) PSI ar PS2 sheathing, face gnu—Meal (2) Construction grade er better (3) Web stitferses are always Teti k cl is, 22" and 2t^ TJI.560D Joats Sri setting nequNamenta Nally T.1Pdoiml Series a�th (F.) Minimum wan Simonet Size Typo Number End intermediate All se"x2atiq'"nl WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • .Strut Lines • Hangers • Rim Board • Rim Joist r _ DO NOT walk on joists DO NOT walk on joists DO NOT stack building until braced that are tying flat materials on unsheathed INJURY MAY RESULT, joists. Stack only over WARNING NOTES: beams or walls. Lack of ;groper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1 x4 (minimexn) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sit eways or rollover is highly probable under tight construction loads -such as a worker or one layer of unnailed sheathing. 4. Sheathing must be completehp' attached to each TJI®joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straiight within 1(2" from true alignment Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. 021714 Weyerhaeuser NR Company. All rights reserved. A complete Javelin® framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Products PIotID Length Product Plies Net Qty FJl 3V 5 1/2" 117/8" TJI 230 joist 1 27 FJ2 27' 3 1/8" 117/8" TJI 230 joist 1 12 FJ3 15' 101/8" 117/8" TJI 230 joist I I FJ4 11' 9 1/2" 117/8" TJI 230 joist 1 10 FJ5 8' 4 3/8" 117/8" TJI 230 joist 1 13 BMl 17' 0" 13/4" x 117/8" 2.0E Microllam LVL 3 3 SM2 1119, 13/4" x 117/8" 2.OE Microllam LVL 3 3 Riml 16' 0" 1 1/4" x It 7/8" 1.3E TimberStrand LSL 1 14 STL 2 27' 01/2" W1O X 30 STEEL BEAM i 1 STU 26' 2 1/2" W#O X 30 STEEL BEAM 1 1 Ptl 9' 0" 3 X 3 X 1/4' POST W/ 6"X8" CAP 1 3 Pt2 9' 0" 3 1/2" Lally Column w/Springfield Plate 1 3 Pt3 910, 3 1/21' Lally Column w/Springfield Plate I I Accessories Plotlb Length Product Plies Net Qty 1' 0" 7/8" or 1" net Backer Blocks 1 2 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) TAG SF 1 61 Blocking PIotID Length Product Plies Net Qty BIk1 Blk# Blkl Blkl V 1 11/16" F 15/8" 105/81, 8 5/8" 117/8" TJI 230 joist 1 11 7/8" TJI 230 joist 1 117/8" TJI 230 joist 1 117/8" TJI 230 joist 1 69 7 2 6 LEVEL NOTES Current Date: 11/3/2022 File Name: LONGFELLOW PHIPPS 74 WHITE CEDAR.jv! Level Name: FIRST FLOOR Building Code - Design Methodology: IBC 2015 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 53 Minimum Level TJ -Pro Rating & Joist: TJ-Pro rating = 50, joist = FJ3(i14450) Maximum Level TJ - Pro Rating &Joist: TJ-Pro rating = 68, joist = FJ5(i14421) FLOOR Floor Container: FC1 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: 40.0 Ib/ft2 Live Load & 12.0 Ib/ft2 Dead Load Maximum Allowed Deflection: U480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: 53 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: No Strapping at max 8' o.c.: Flat1x4 Blocking at max 8' o.c.: No Poured Flooring: No Riml Rimi it y Rimy 5 rn co �,S 03 cETI— FALMOUTH LUMBER This layout and associated materials list has been prepared based upon project plans and/or information provided to Falmouth Lumber Inc. It remains the responsibility of the builder, contractor, architect, designer, owner or other affiliated person to review this information prior to starting construction in order to assure that it is appropriate, accurate and complete. +i yy JUAN 11 3 � m u U N g » y� aC N p O nt aC e °0 t E O m V L 0 a v v rn L ct L - l C 4- O1 6 4-d N ? L m -0 on !- O 4- V- 0 G Z7 r L 4- O N p O N G O) p ? O O L N rn a. � -0O d -a F' c a4 a -O a. S1 4- N N V 3 p o U o0 a d m z H L a" LO L a o w 4- C N O O 4-'0 OL C -gyp d G k tOtl o 61 a CL s 'tn v 0 " , L 4-0 - N V 4- 4- 4- N N -pro >H 4-- a, ° 3 _ et a d v 'C In of l-" O .~ U U a O J u. (A fI Cd LL N � W a O w O J v W at N a S a Q � � ti g Q > S N o N E- � Vl v U ► Q Sheet: S-200 Plate nail, 16d (0,135" x 331 ) at 12" on -center 2x_ stud wall at Floor panel nail - 8d (0.131"x 2%0) i 6" on -center at 6" on -center Sheathing Web stiffeners required on boundry nails, both sides at A3.4W ONLY 8d (0.131 x 2%2") at 4" o.c. 1Y4" or 1 Yz' TimberStrande LSL rim board. When sheathing Toe nail - 10d (0.131" x 3") thickness exceeds 3s, 12" at 6" on -center trim sheathing tongue min• a For rim board thicker than 1 /,„ at rim board - Attach TJI Joist to rim board with one 1 Qd (0.128" x 3") Install proper blocking to nail. Top nail from TJI joists into rim board. support all panel edges - Connect corner with four 10d (0.128" x 3") nails. Toe nail from side of parallel closure into rim board. A3.4 A3.4 For additional installation specifications see Rim Board Details and Installation W in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 11/' TJ' Rim Board, 1Ya" or 1Y2" Timber5trand' LSL or TJI' bist. 2x4 minimum squash blocks Web stiffeners required on both sides at B1 W and B2W ONLY B2 B2W Blocking panels may be required with braced/shear walls above or below -see detail B1 Load from above \4 \ l 2x4 mimmum squash blocks CS Use 2x4 minimum squash blocks to transfer load around 141a joist above squash blocks GS Use 2x4 minimum squash blocks to transfer load around Ufa joist L' Load from above \4 \ l 2x4 mimmum squash blocks CS Use 2x4 minimum squash blocks to transfer load around 141a joist above squash blocks GS Use 2x4 minimum squash blocks to transfer load around Ufa joist L' _GdP_ WEB STIFFENER ATTACHMENT m � maximum (I,Y�"for TJt® Nallbq: 560,560D) Seetablebelow. LWeb sf ffiduer rush sides. See fable blow. • Wsh stint lean trap aids- - no support Tightff' belwa,.nstallwe¢aiAenatiOM ro fpp flange (gapaS Ddtpm flange) O ii001ng aequimmmfs WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist T r _ DO NOT walk on joists DO NOT walk on joists DO NOT stack building until braced, that are lying flat, materials on unsheathed INJURY MAY RESULT joists. Stack only over WARNING NOTES: beams or walls. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI' joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1 x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 4. Sheathing must be completely attached to each TJI' joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. A Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. A compete Javelin® framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Framing Connector Summary Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Supporting Mtl Backer Bilks Filler Supported Mtl Web Stiff 1 Simpson HU210-3 Undesigned 14-10dx1.5 - b- lOd - - LVL No No 2- 117/8' TJI 360 joist Yes 3 Simpson HU212-3 Undesigned 16-10dx1.5 - b- lOd - - LVL No No 2- it 7I8' TJI 360 joist Yes 1 Simpson HU212-3 Undesigned 22- lOd - 10- 10d - - DIMENSION_LUMBER_SPF No No 2- 117/8' TJI 360 joist Yes 2 Simpson HU212-3 Uhdesigned 22- 10dx1.5 - 10- IOd - - DIMENSION_LUMBER_SPF No No 2- it 7/8° TJI 360 joist Yes 1 Simpson HUC212-3 Undesigned 22-10dx1.5 - 10- lOd - - DIMENSION_LUMBER_SPF No No 2- 117/8" TJI 360 joist Yes 15 Simpson IT52.37/11.88 Undesigned 4- Ibd 4-16d 4-10dx1.5 - - DIMENSION_LUMBER_SPF No No 117/8' TJI 360 joist Yes 23 Simpson IU52.37/I128 Undesigned 10- 10dx1.5 - 2-Strong-Grip - - DIMENSION LUMBER_SPF No No 117/8' TJI 360 joist No 27 Simpson IU52.37/I128 Undesigned 10-10dx1.5 - 2-Strong-Grip - - LVL No No 117/8'TJI 360joist No 2 Simpson IU53.56JI128 Undesigned 12- 10dx1.5 - 2- l0dx1:5 - - DIMENSION_LUMBER_SpF No No 2-1 3/4' x 117/8' 2.0E Microllam LVL No 8 Simpson MIU2.37l11 Undesigned 20- 10d - 2- lOdx1.5 - - DIMENSION_LUMBER_SPF No No 117/8' TJI 360 joist No Products PIotID Length Product Plies Net Qty FJi 17'9 1/2" 117l8" TJI 360 joist i 6 FJ2 17' 51/2" 117J8" TJI 360 joist 1 11 FT3 15' 6 3/8" 117/8" TJI 360 joist i 7 F75 15' 2 3J8" 11718" TJI 360 joist 2 8 FT4 15' 2 3/8" 117/8" TJI 360 joist 1 16 FJb 15' i 1J8" 117I8" TJI 360 joist 1 24 FT7 11' 10 3!4" 117/8" TJI 360 joist 1 13 FT8 11' 91l2" 117/8" TJI 360 joist 1 10 BMi 15' 11 1!4" 1 3!4" x it 7t8" 2.0E Microllam LVL 3 3 BM2 15' 11/8" 1 3/4" x 117/8" 2.0E Microllam LVL 2 4 BM3 13' 8 3J4" 1 3/4" x 117/8" 2.0E Microllam LVL 3 3 BM4 12' 10" 1 3/4" x it 7/8" 2.0E Microllam LVL 3 3 BM5 12' 8" 1 314" x 117/8" 2.0E Microllam LVL 3 3 $Mb 5' 0" 1 3/4" x 71/4" 2.0E Microllam LVL 3 3 Riml Ib' 0" 1 114" x 117/8" 1.3E Timber5trand LSL 1 12 Pt1 9' 0" 4x4x1t4" POSTw/6X1Z" CAP 1 1 BM7 36' 1 3!4" W10X54 STEEL BEAM 1 1 Accessories PIotID Length Product Plies Net Qty 9 It8" 7/8" x 2 5/16" Web Stiffeners 1 62 23/32"x48"x46" Weyerhaeuser Edge Gold Panel(0/24) TAG SF 1 60 Blocking PIotID Length Product Plies Net Qty Blkl 1' 4" 117/8" TTI 360 joist 1 1 Blkl 1' 1 11l16" 117/8" TJI 360 joist 1 22 Blkl 1' 1 5/8" 117J8" TJI 360 joist 1 3 Blkl 1' 0 9I16" 117/8" TJI 360 joist 1 3 Blkl 1' 0 7/16" 117/8" TJI 360 joist i 3 Blkl b 5!8° li 7!8" TJI 360 joist 1 1 LEVEL NOTES j Current Date: 11/3/2022 File Name: LONGFELLOW PHIPPS 74 WHITE CEDAR.jvl Level Name: SECOND FLOOR Building Code -Design Methodology: IBC 2015 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 55 Minimum Level TJ -Pro Rating &Joist TJ-Pro rating = 49, joist = FJ2(i14721) Maximum level TJ -Pro Rating &Joist: TJ-Pro rating = 75, joist = FJ8(i 14786) FLOOR Floor Container: FC2 Use/Occupancy: ResidentialLivingAreas Floor Area .loading is 40.0 Ibfft? Live Load & 12.0 Ib/ft2 Dead Load Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: 55 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0124) T81G SF Perpendicular Partition: No Strapping at max 8' o.c.: Flat1x4 Blocking at max 8' o.c.: No Poured Flooring: No ,43 `A3 `O h O il. i t Riml Riml BMb FJ5 to m us CS3 t� rJ3 This layout and associated materials list has been prepared based upon project plans and/or information. provided to °- r� Falmouth Lumber Inc. It remains the responsibility of the builder, contractor, architect, designer, owner or other affiliated person to review this � a N information prior to starting construction in order to assure that it is appropriate, accurate and complete. (V N tV t lC') O Q 0 C tb to tg . O 0 C Z ;-, O II 111Q412022 nag � 0 H m w � IU Q (Z F- � oN W iw- O� W � S aC aL n. Q a � O g' L of Sheet; 5-300 i SECTION 0617 53 SHOP FABRICATED WOOD TRUSSES 1.01 WORK INCLUDED Design, manufacture, and supply wood trusses as shown on the Construction Documents and as specified. 1.02 DEFINITIONS A. SCSI: Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses jointly produced by the Structural Building Components Association and the Truss Plate Institute. B. Building Designer: Owner of the Building or the person that contracts with the Owner for the design of the Framing Structural System and/or who is responsible for the preparation of the Construction Documents. When mandated by the Legal Requirements, the Building Designer shall be a Registered Design Professional. C. Building: Structure used or intended for supporting or sheltering any use or occupancy. D. Building Code: As it applies to a Building, any set of standards set forth and enforced by a Jurisdiction for the protection of public safety. E. Building Official: Officer or other designated authority charged with the administration and enforcement of the Building Code, or a duly authorized representative. F. Construction Documents: Written, graphic and pictorial documents prepared or assembled for describing the design (including the Framing Structural System), location and physical characteristics of the elements of a Building necessary to obtain a Building Permit and construct a Building. G. Contractor: Owner of a Building, or the person who contracts with the Owner, who constructs the Building in accordance with the Construction Documents and the Truss Submittal Package. The term "Contractor" shall include those subcontractors who have a direct contract with the Contractor to construct all or a portion of the construction. H. Cover/Truss Index Sheet: Sheet that is signed and sealed, where required by the Legal Requirements, by the Truss Design Engineer, and depending on the Legal Requirements shall be permitted to contain the following information: (1) identification of the Building, including Building name and address, lot, block, subdivision, and city or county; (2) identification of Construction Documents by drawing number(s) with revision date; (3) specified Building Code; (4) computer program used; (5) roof dead and live loads; (6) floor dead and live loads; (7) wind load criteria from a specifically defined code (e.g., ASCE 7) and any other design loads (such as ponding, mechanical loads, etc.); (8) name, address and license number of Registered Design Professional for the Building, if known; (9) a listing of the individual identification numbers and dates of each Truss Design Drawing referenced by the Cover/Truss Index Sheet; and (10) name, address, date of drawing and license number of Truss Design Engineer. I. Framing Structural System: Completed combination of Structural Elements, Trusses, connections and other systems, which serve to support the Building's self -weight and the specified loads. J. Jurisdiction: Governmental unit that is responsible for adopting and enforcing the Building Code. K. Legal Requirements: Any applicable provisions of all statutes, laws, rules, regulations, ordinances, codes, or orders of the governing Jurisdiction. L. Owner: Person having a legal or equitable interest in the property upon which a Building is to be constructed, and: (1) either prepares, or retains the Building Designer or Registered Design Professional to prepare the Construction Documents; and (2) either constructs, or retains the Contractor to construct the Building. M. Registered Design Professional: Architect or engineer, who is licensed to practice their respective design profession as defined by the Legal Requirements of the Jurisdiction in which the Building is to be constructed. N. Standard: National Design Standard for Metal Plate Connected Wood Truss Construction (ANSI/TPI 1). O. Structural Element: Single structural member (other than a Truss) that is specified in the Construction Documents. P. Truss: Individual metal -plate -connected wood component manufactured for the construction of a Building. Q. Truss Design Drawing: Written, graphic and pictorial depiction of an individual Truss that includes the information required in the Standard. R. Truss Design Engineer: Person who is licensed to practice engineering as defined by the Legal Requirements of the Jurisdiction in which the Building is to be constructed and who supervises the preparation of the Truss Design Drawings. S. Truss Designer: Person responsible for the preparation of the Truss Design Drawings. T. Truss Manufacturer: Person engaged in the fabrication of Trusses. U. Truss Placement Diagram: Illustration identifying the assumed location of each Truss. V. Truss Submittal Package: Package consisting of each individual Truss Design Drawing, and, as applicable, the Truss Placement Diagram, the Cover/Truss Index Sheet, Lateral Restraint and Diagonal Bracing details designed in accordance with generally accepted engineering practice, applicable BCSi defined lateral restraint and diagonal bracing details, and any other structural details germane to the Trusses. 1.03 DESIGN A. Trusses shall be designed in accordance with the Standard and where any applicable design feature is not specifically covered herein, design shall be in accordance with the applicable provisions of the latest edition of the American Forest & Paper Association's (AF&PA's) National Design Specification 0 (NDS ®) for Wood Construction and all applicable Legal Requirements. B. Truss Manufacturer shall furnish Truss Design Drawings prepared in accordance with all applicable Legal Requirements. C. If required by the Construction Documents and the Truss Manufacturer's contract, the Truss Manufacturer shall furnish a Truss Placement Diagram which shall provide at a minimum the location assumed for each Truss based on the Truss Manufacturer's interpretation of the Construction Documents. D. Where required by the Truss Manufacturer's contract, any local building official or applicable legal requirements, the Truss Manufacturer shall submit the Truss Submittal Package to the Building Designer and/or the local Building Official for review and approval prior to the manufacturing of the Trusses. E. The Truss Design Drawings shall include, at a minimum, the information specified below (per the Standard): 1. Building Code used for Design, unless specified on Cover/Truss Index Sheet. 2. Slope or depth, span and spacing. 3. Location of all joints and support locations. 4. Number of plies if greater than one. 5. Required bearing widths. 6. Design loads as applicable, including: • Top Chord live load (for roof Trusses, this shall be the controlling case of live load or snow load); • Top chord dead load; • Bottom chord live load; . Bottom chord dead load; • Additional loads and locations; • Environmental Load Design Criteria (wind speed, snow, seismic, and all applicable factors as required to calculate the Truss loads); and - Other lateral loads, including drag strut loads. 7. Adjustments to Wood Member and Metal Connector Plate design values for conditions of use. 8. Maximum reaction force and direction, including maximum uplift reaction forces where applicable. 9. Metal Connector Plate type, manufacturer, size, and thickness or gauge, and the dimensioned location of each Metal Connector Plate except where symmetrically located relative to the joint interface. 10. Size, species and grade for each Wood Member. 11. Truss -to -Truss connection and Truss field assembly requirements. 12. Calculated span to deflection ratio and/or maximum vertical and horizontal deflection for live and total load and KCR (creep factor) as applicable. 13. Maximum axial tension and compression forces in the Truss members. 14. Fabrication tolerance per the Standard. 15. Required Permanent Individual Truss Member Restraint location and the method of Restraint/Bracing to be used per the Standard. 2.01 MATERIALS A. Lumber: 1. Lumber used shall be identified by grade mark of a lumber inspection bureau or agency approved by the American Lumber Standards Committee, and shall be the size, species, and grade as shown on the Truss Design Drawings, or equivalent as approved by the Truss Design Engineer/ Truss Designer. 2. Adjustment of value for duration of load or conditions of use shall be in accordance with NDS. 3. Fire retardant treated lumber, if applicable, shall meet the specifications of the fire retardant chemical manufacturer, the Truss design and the Standard and shall be re -dried after treatment in accordance with the American Wood -Preservers' Association (AWPA) Standard C20 Structural Lumber - Fire Retardant Treatment by Pressure Processes. Allowable values must be adjusted in accordance with NDS. Lumber treater shall supply certificate of compliance. B. Metal Connector Plates: 1. Metal connector plates shall be manufactured by a Truss Plate institute (TPI) member plate manufacturer and shall not be less than 0.036 in. thick (20 gauge) and shall meet or exceed ASTM A653/A653M grade 33, and galvanized coating shall meet or exceed ASTM A924/924M, coating designation G60. Working stresses in steel are to be applied to effectiveness ratios for plates as determined by test and in accordance with the Standard. 2. In highly corrosive environments, special applied coatings or stainless steel may be required. 3. At the request of the Building Designer, a TPI member plate manufacturer shall furnish a certified record that materials comply with steel specifications. 2.02 MANUFACTURING Trusses shalrbe manufactured to meet the quality requirements of the Standard and in accordance with the information provided in the final approved Truss Design Drawings. 3.01 HANDLING, INSTALLING, RESTRAINING AND BRACING A. Trusses shall be handled during manufacturing, delivery and by the Contractor at the job site so as not to be subjected to excessive bending. B. Trusses shall be unloaded in a manner so as to minimize lateral strain. Trusses shall be protected from damage that might result from on -site activities and environmental conditions. Trusses shall be handled in such a way so as to prevent toppling when banding is removed. C. Contractor shall be responsible for the handling, installation, and temporary restraint/ bracing of the Trusses in a good workmanlike manner and in accordance with the recommendations set forth in the latest edition of BCSI. D. Apparent damage to Trusses, if any, shall be reported to Truss Manufacturer prior to erection. E. Trusses shall beset and secured level and plumb, and in correct location. Each Truss shall be held in correct alignment until specified permanent restraint and bracing is installed. F. Cutting and altering of Trusses is not permitted. If any Truss should become broken, damaged, or altered, written concurrence and approval by a Registered Design Professional is required. G. Concentrated loads shall not be placed on top of Trusses until all specified restraint and bracing has been installed and decking is permanently nailed in place. Specifically avoid stacking full bundles of plywood or other concentrated loads on top of Trusses. H. Truss Submittals and any supplementary information provided by the Truss Manufacturer shall be provided by the Contractor to the individual or organization responsible for the installation of the Trusses. I. Trusses shall be permanently restrained and braced in a manner consistent with good building practices as outlined in BCSI and in accordance with the requirements of the Construction Documents. Trusses shall furthermore 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. Such permanent lateral restraint shall be accomplished by: (a) anchorage to solid end walls; (b) permanent diagonal bracing in the plane of the web members; or (c) other suitable means. J. Materials used in temporary and permanent restraint and bracing shall be furnished by Contractor. TRUSS NO.3 GABLE END . T, : • A OFs TickW.- GALL A14" Ab31M90 SCALE: 1 /4" =1'-0" NOTES: 1. ROOF DIAPHRAGM SHALL BE 3/4" CDX PLYWOOD, STRUCT I W/ 12d @6,6,12 2. SEE DRAWING S-3.0 FOR ADDITIONAL FRAMING NOTES, SEE DRAWING S-6 FOR ROOF TRUSS INFORMATION. 3. POCHE INDICATES OVER FRAMING. 4. ALL CONVENTIONAL RAFTERS SHALL BE 2x12 (N0.1 SPF) AT 16"oc U.N.O. 5. VERIFY ALL ROOF PITCHES W/ ARCHITECT PRIOR TO FRAMING. 6. FULL 2X BLOCKING REQUIRED BETWEEN RAFTERS AT EXTERIOR AND INTERIOR BEARING WALLS 7. WOOD TRUSSES "TRUSS #" SHALL BE DESIGNED FOR THE LOADING CRITERIA INDICATED ON TRUSS ELEVATION DETAILS (SEE DRAWING S-6.0). PERMIT 10.26.22 LONGFELLOW DESIGN a BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS SEAL ■ REVISIONS # DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE ROOF FRAMING PLAN PROJECT NUMBER 1 ■ DATE: 0&02.22 0 SCALE: AS NOTED ■ DRAWN BY: TVG DRAWING NUMBER S-400 W LL 30 PSF W 11 30PSF W DL 15 PSF W LL 30PSF — — — — — — — — — — — — — — — .— — — — — — _ — — — — — — — — — — — — — — — — — - 2x FABRICATED TRUSS WDL 15PSF -—————————————————— — — — — —— W DL 15PSF — -- — — — — — — — — - — - — — — — — — —'— — —— __. — — — — — — — — — — — — — — — — — — — — — — — — W DL 15PSF OVER FRAME W DL 15PSF OVER FRAME 12 12 6 F12 12 I 6 STRUCTURAL BEAM 1 g � 12j� 16 STRUCTURAL 'i BEAM — :_ == = ` = TOP PLATE ELEV _ -I _--- WDL—CEILING 15 PSF�-2x WLL 20 PSF 12 —0 FRAMING AT EAVES f } WLL—CEILING (20PSF) WLL—CEILING (20PSF) WDL—CEILING (10PSF) _ — — — — — — — — — — — — — — — — — — — — — — WDL—CEILING (10PSF) 32'-0" TRUSS NO. #12 THRU 17 PROFILE C4 TRUSS NO. 5 THRU 10 PROFILE C3 TRUSS NO. # 1 PROFILE C1 W LL 30 PSF WLL 30PSF ———————— ————— —————— —— —————————————--—.---— — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — WDL 15 PSF WDL15P5F --—————— — — — — — — W DL (15PSF) OVER FRAME 2x FABRICATED TRUSS 2x FABRICATED TRUSS -`— 6 f12 12 —I 6 12 12 --- --'- -- = " TOP PLATE ELEV 12 —0 TOP PLATE ELEV WDL—CEILING 15 PSF 2x FRAMING AT EAVES E ARCH W LL 20 PSF 2x FRAMING L AT EAVES ————— ——— — — — — —— — —. — — —. . _.. _ — — — — — — — — — — — — — — 32'-0" 32'-0" TRUSS NO. # 11 ((GABLE) B3 TRUSS NO # 2 PROFILE B1 W LL 30PSF W LL 30PSF W LL 3,:fSF _ _ W LL 30PSF WDL 15----------------------- --—————————— W DL 15PSF ———————— — — — — —— L-----._. W DL 15PSF ——.—————— ————— — — — — —— — —— — — —— _--__————— WDL 15PSF — — — — —— W DL 15PSF OVER FRAME 12 6 f 12l 6 12 6 N 6 STRUCTURAL BEAM (' 61 1� �� —— — — — — —— 12 16 12 6 12 16 WILL —CEILING (20PSF) rl WLL—CEILING (2'OPSF} WLL—CEILING (20PSF) WDL—CEILING(10PSF) --- -� ----- ------- — — — — — — — — — — — — — — — —. _,_ — — — — — — — WDL—CEILING (1OPSF) WDL—CEILING (10PSF) TRUSS NO. # 12 (GABLE) A4, TRUSS NO. # 11 PROFILE a3 TRUSS NO. #4 PROFILE A2 TRUSS NO. #3 PROFILE Al PERMIT 10.26.22 ..LONGFELLOW LEDESIGN BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 ■ CONSULTANTS OF uq TGAH�O , No 39190 cA ITS 1� llll„17'T/ONAL '0 SEAL ■ REVISIONS # DESCRIPTION ■ NOTES DATE THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE ROOF TRUSS PROFILES PROJECT NUMBER 1 ■ DATE: 08.02.22 ■ SCALE: AS NOTED ■ DRAWN BY: TVG DRAWING NUMBER ■ S-401 BLOCKING @ 4"-0"oc 2x SOLE PLATE 4'T&G PLYWOOD SPRAYED INSULATION EXTERIOR PLYWOOD — — — — — — — TOP OF FIN. — FIRST FLOOD (EL=13.25) ENGINEERED 2x RIM BOARD L A, jk TOP OF WALL IRV CDX PLYWOOD- . a � FLOW THROUGH VENT 8" 0 ANCHOR BOLTS 1 " SEE FRAMING PLAN FOR SPACING 6" jk BOT VENT TOP OF (EL=10.4) MUD SLAB tjk \ EL 10.0 WATER PROOFING SEE ARCH. DRAWINGS 2x SOLE PLATE EXTERIOR PLYWOOD ENGINEERED- 2x RIM BOARD TOP OF WALL FLOW THROUGH VENT WATER PROOFING SEE ARCH. DRAWINGS ISOLATION JOINT 2x4 SHEAR KEY ■ } �(3) #5 CONT. a"T&G PLYWOOD /--SPRAYED INSULATION FIRST FLOOR (EL=13.25) \-2 CDX PLYWOOD a" 0 ANCHOR BOLTS 12" SEE FRAMING PLAN FOR SPACING 6" ISOLATION JOINT 2x4 SHEAR KEY (3) #5 CONT. SECTION, A 1"=l 9 —0 a Im FOUNDATION PLAN SCALE: 1/4" =1'-0" NOTES: 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0" BELOW ADJACENT GRA 2. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. FOUNDATION ELEVATIONS BASED OFF BSC GROUP PLANS DATED 07.06.22. 3. ALL SILL PLATES SHALL BE (2) 2x PT LUMBER W/ 5/8" 0 ANCHOR BOLTS 32"o.c FROM ENDS U.N.O. 4.. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. FLOOD VENT SUMMARY AREA (SF) VENT AREA VENT (1) VENT (2) ENCLOSED REQUIRED 16"02.5" 8"x16" 1,945.9 1,945.9 IN^2 800 IN^2 200 IN^2 -ENGINEERED SMART VENT 10 VENTS 20001N^2 1,945.9 1,945.9 IN^2 TOTAL (A) 2000 IN^2 0 in 0 0o PERMIT 10.26.22 LON DESIGN ■ BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 e.�YS OF TH06,ta\ i Q No 39190 , �sSlpNAt i-�a�4� SEAL ■ REVISIONS # DESCRIPTION DATE 01 MISC CHANGES 11.22.22 ■ NOTES THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. ■ PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH, MA ■ DRAWING TITLE FOUNDATION PLAN PROJECT NUMBER 1 I DATE: 08.02.22 SCALE: AS NOTED ■ DRAWN BY: TVG DRAWING NUMBER S-100 Plate nail, 16d (0. 135. X V2-j at 12- on -center 2x stua wait at Floor parer nail - 8d (0A 31 - x 2Y2-,) 16on-center at 6" ori-center Sheathing -1 Web sufferers required w., Laundry jiails:' till sides at A3.4%14 ONLY L 4dt '? 1 .131 x 2%­, a 4D-c or 1, Y" TimberSTrand' LISL rim board. Toe nail - 1 Od (0. 131 " x 3) When sheathing a, 6" or, center thickness exceed.-,.,.". trim -, neathing tongue For rim board 'bicker than IY-" al wl) anaIld - Attach TJI Joist to rim board with one 10d (0. 128' x X) Install proper blocking to\ riad. Top nail from TJI ioasts rllla rim board. Support all panel edges - Connect carrier whii four 10d ;0. 12TI" x 3-1, nails. Too nail from side of parallel closure into rim board- 'l4 (A34 Far additional installat bion specifications see Rim Board Details and installation ,vi it, illeyerhaeuser Insfallatian Guide Floor and Root Framing, V-9001. Load bearing or braced;shear wall above kil slack ove: wall befolm /Blocking panel: IY'Te Rim Eaard 1/," 0, 1/,'TimberStrard" LSL or TJI" icist, 2x.4 ininimum squash blocks Y, ff Web stiffeners required on both sides at B1W and B2111 ONLY 92 Blocking panels may be reqjiredvi tmicedsear walls above or below see l Fit _—Load from above 2x4 minimum squash blocks CS Use 2x4 rithirimum squash, blocks to ­1 transfer load around IrJU joist Load Imin above 2x4 miritirrium squash lo;l CS Use 2x4 minimum squash blocks to transfer load around TJr, joist wErr sTirri ATTACfMi l Size Type Ili A! f _V fu 230 a %8 Al 241 le, sea A, ,0-185 31"! 4 4iiim 2V 27 ('IFFMps?iv-"v WARNING Joists are unstable until braced laterally Bracing Includes: she'"li'N - still L,l Hal Plm Boa,d - Rim joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building Lin tit braced. that are lying flat. materials on unsheathed INJURY MAY RESULT. joists. Stack only over WARNING NOTES: beams or walls. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. Ail blacking, hangers, rim boards and rim joists ai the end support, of lhe "il, jl "ril be. connpieloy insialled and properly nailed. 2. La!eria4strenl like braced end wall or an existing break• must be ofitaulinhed -it We grid if !,v� inay- This Gan also be accomplished by a temporary or permanent deck (sheathing, tastered to me Irst 4 teel at lcisis at the one of 'he bay. 3 Safety bracirig, of 1x4 (ruinimurl i be nailed to a oracca end wiiuV a, shelijiarea ;as in note Pi and to eacil joist, Without this bracing. buckling sidevirays or rollover is highly probable under light conWruct oil loads - such as a worker or onn !dyer of uni sheathing- 4, Sheathing must be completely altal to each TJV joist before additional leads can be placoc on the, systl 5Fnds of cnutt l l si litading on both (lie trip and bicillom flanges. 6 The flat must remain s*ra ghtwa*,hin 12' from true alignmorf, AWeyerhaeuser, Kcrollam. Parallarn, TimberStrand. TJL TJ. and Trus Joist are registered trademarks of Weyerhaeuser NR. 'gi 2014 Weyerhaeuser NR Company- All rights reserved - Pr,l Corl Summary Qt y fil oroduct Design Method Face Nails Top Nails Miemoe� NailsSkew slope Suvipor-ril,"IMAI Sti Riks File, SU-0ficl MittIi Stiff I Simpson HUC210-3XSKR19 Designed 14- IOdXL5 6- 10d 19 ir.1) DIMENSIONL-LUMBER SP.r No No 3- 2 x 10 SP Ni Na I Simpson HUC210-4 Designed 14- 1064.5 6- lod DIMENSION-LUMFER-SPF No No 4- 2 x 10 5P No.2 No 2 Simpson W52.37/9.5 Undesiared 8- 101 2 10dXi.11 rITOIST 2 No 117/8' TU 1230 pst Yes i Simpson LUC21OZ Designed 10-11 1.5 6 10dx11, DIMENSION-LUMBER-5PF No No 2 x 10 SPF No.I/No,2 No Simpson U210-3 Designed 14-10d 6- IOd DIMENSION LUMBER Sri- NO No 3- 2 X 10 SP No.? No i Sirrill U210 Designed 10- IOdXI.5 6 10dx!." btMENSION-CUMBER -.SP= No No 2 x TO SPIP No-I/No.2 No Produrts pli Unoti, Pral. Plies Net Qty Fir'. 31' 5 112" 11 7/8" TJI 230 joist 27 FJ2 27' 3 118" 1 1. 718" TJI 2 30 joist 3 12 FJ3 15' 10 1/8:, 117/84' TJI 230 joist 2 I FJ4 IF 9 112' V 7i6" TJ t 230 joist 1 10 FJ5 8'4 3/8' 11718" TJI 230 joist 1 13 SIT. 2 29' 6 9/16" 1314' x 117/6' 2.01E Microllam LVL 4 4 STU 23' 8 7/16" 1 3,4" x 117/8" 2 OE Micrallarn LVL 4 4 BMI 17' 0" 1 3/4' x 117/8" 2 OF Micrallom LVL 3 3 BM2 Ill 13/4' x 117/8' 2_01E Microllarr. LVL 3 3 All 16' 0' 11/4' x 117/8" 1.3E TimberStrand L5L 1 14 Pti 9101, 6 X 6 SP No.1 G 1 16 0.3 23' 4 V4" ? x 10 SP No.? 4 4 BM 20* 5 3/4" 2 x 10 SP K*2 3 3 Bill 117' 10" Z x 10 5P l 4 RM6 16' 5112" ? X 10 5p Nrl 4 FAI 7 16' 3 3/8' 2 x 10 SP No 2 4 BM8 15,911 2 x 10 SP No.2 4 4 RM9 15,011 2 x 10 SP NrI2 4 4 13A,11,10 15' 0" 2 x If, SP No 2 3 3 RMII 15,011 2 x 10 SP No2 3 3 Rim2 3 3' 8 1/2" 2 x 10 SPF No.!/N*,Z I I Rim2 27' 7" 2 x 10 SPFNo.I/No.2 I I laill 20' 0" P x 10 SPF No.2/li 2 1 FJ6 19' a" 2 x 10 SPF No,I/No2 2 2 Rim2 16' 0' 2 x 10 SPF No.I/No.2 I I FJ10 15, 0" 2 x 10 SPF No.I/No.2 2 2 FJ11 15' 0" 2 x 10 SPF Ncol/li 2 2 F.T7 15, 0" 2 x10 SPF No.1/11i I I F,T8 ('11, 2 x 10 5PF No.I/No.2 I 15 FJ9 2510, 2 x 10 SPF No,I/No2 I F712 14' 0" 2 x 10 SPI'No.2/li 2 2 Fj13 24* 0" 2 x 10 SPF NoVl,lo 2 1 1 Fj14 .4 'a'. 2 x 10 SPF Nil F,TI 5 113,011 ? x 10 SPF No.I/No_2 Q116 13' 0" 2 x 10 SPF No,!/No 2 Fj17 13' 0" 2 x 10 5PF No.I/No_2 Fils 12' 0" 2 x 10 SPF W.I/Ni F,T19 12' 0" 2 x 10 SPF No, ili FJ120 111 0" 2 x 10 5PF No.I1Nc2 I I F321 it, 0" 2 x 10 5PF No.1/No.2 I FJ-22 11' 0" 2 x 10 SPF No.'/No 2 1 F123 10, 0" 2 x 10 5PF No.;/li 1 14 Rim2 10, 0" 2 x 10 SPF No.I/No-Z 1 2 FRA 9,011 2 x 10 SPF Na.I/No 2 1 7 F,]i 9,011 2 x 10 SPF No-1/li 1 t9 Airl 10" 2 x 10 SPF t%lo.I/No.2 Pt2 9' 0" 3 X 3 X 1/4" POST W/ 6'Xii CAP i 11 pt3 9. 1 3 112' Lally Column wi5pritil Plate i I Rio -king i Length PI'l ii Net Q'i 614 1' 111/16" 117/8' TJL 2 30 jorst 1 69 alki 11 1 .5/8* 11 7/V'TJI 230 joist i 7 Slkl 105/81, 117/8' TJr 230 joist 1 21 8lkI 8 5/8' 11 7/li TJI 230 joist 1 6 814 1'? UP 2 x 10 S>F Nc.liNo-2 1 15 1 10 9/16" 2 x 10 SPF Na.1/li 2 A 9 Blkz TO 1/2" 2 x 10 Sr N*,I/No,2 1 1 61k2 9 13/16" 2 x 10 Si ll /No-2 1 2 91x2 9.1 2 x 10 SPF Noll /No 2 1 2 Slk2 8 i/Zl 2 x 10 SPF Nc.I/No.2 1 2 31k2 6 1/4' 2 x 10 SPF No-1/li I I Bill 6 1/8" 2 x 10 SPF No,l/No 2 1 1 AccesscrZ$ I PIetID Lell '170d_Lt Plies Net Qt V c" ?,'W o, I" net Rccker Blocks 23/32"x48"x9b Weyerhaeuser Facie Gold Panel (0124) T&G SF 92 LEVEL NOTES Current Date: 11122,2022 File Name: LONGFELLOW PHIPPS 74 WHITE CEDARJvI Name: FIRST FLOOR —Level Building Code - Design Methodology: IBC 2015 Members with Design Overridden: TJ-Pro Rating (Weighted Average): Minimum Level TJ - Pro Rating & Joist: 53 TJ-Pro rating = 50, joist = FJ3(i41209) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 68, joist = FJ5(i41180) FLOOR Floor Container: FC1, FC3 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: FC1: 40.0 Iblift' Live Load & 12,0 lbiff Dead Load FC3: 60,10 lbil Live Load & 7.0 Ib1ft2 Dead Load Maximum Allowed Deflection: L/480 Live Load & U240 Total Load Rating Information: _TJ-Pro Weighted Average: Directly Applied Ceiling: FC1-. 53 Gypsum 112" Decking Attachment: Glue and Nail Decking Material: 23132"11" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: No Strapping at max 8'o.c.: FIat1x4 Blocking at max 8'o.c.: No Poured Flooring: No ----- ------ L ------- - ----- Rill 5 Pt Pti ' alif pipti M U11 H i !I N it 11 if 'I zo P E if 'I it FJ24 r+ 4 4__ FJ2% 'AA& '4_ F-i-L if 11 if 16" O.C. 11 11 if 11 11 if 11 11 11 16" O.C. r if H it If 11 11 11 11 11 11 jr_ if jib 1j_ jj_ jj_ ........ .. C5 0 0 1 C, 0 C, 1 1; V, R 'I-, I i 1 1 il !1,:! 5, 11 N, H D Ica L ccRinT2 r.77774 _4 cc ZZ IF L z - - --- ----- _4=_ LUS21OZ JX; lb e4 !A31 �Pt3 LL lu 52? Oz W!, 00, lit - -------- -- ------- - - To LUS21OZ Pt --- ------- LUS-21i 03 W52 SM2 tic Z 7== ....... A K IT- L U521OZ LJS21QZ --- — — — — — — --- LU52101 P t 1: Pt2 LUS2107 ptl 1) 5 2 10Z t2 Lf- TW Pt2 =:===A CM L_u S 2 1 oz Cis' 1 -_LUS21OZ co - ----- T [J.,52101 A31 X WS210Z 1 Ptl Pt2_—-------1 —— — — — — — — -AL A A L0521OZ L =' ii L'JS2IOz FJ7 il-F P+T 11 .0 L Pti F.19 0 .FX FJ1 Pt2 — — — — — — — — — — — — — — — — — — — — — — — — — Undesigned ----- - FJ12 FJ13 LUS21OZ FJ14 = Tir", LUSZIOZ T FJ15 W - ----- LUS210Z ,A FJ16 Pt2 szlazFJ17 FJ18 ---- -------- L 7T'X $21OZ J19 F L FJ20 ca co CIO FJ2111 A' 4- FJ22 limit Tr; Riml BMI02 ptl 13T FIRST FLOOR F"MING PLAN SCALE: 1/4" =1'-0" PERMIT 10.26.22 11 T LON FELLOW LI—DESIGN a BUILD 367 MAIN STREET FALMOUTH, MA 02540 LONGFELLOWDB.COM 774-255-1709 TOM GALLIGAN, PE 617-548-1407 GAL1.04 file 391190 A_ SEAL a REVISIONS # DESCRIPTION 01 REAR DECO N NOTES DATE 11.22.22 THIS DOCUMENTS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNERS RIGHTS. N PROJECT TITLE PHIPPS RESIDENCE 74 WHITE CEDAR ROAD WEST YARMOUTH,, MA M DRAWING TITLE FIRST FLOOR FRAMING PLAN PROJECT NUMBER I 0 DATE: 08.02.22 0 SCALE: AS NOTED 9 DRAWN BY: TVG DRAWING NUMBER S-200