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Home My WebLink AboutBLD-17-006544LEFT ELEVAT / AWIVIIVt� CZLIi.77 LY�cv-c I to - CVCIA `I x < 2X10 G.J. CNIN . 16" O.G. `- 1 NEW BEDROOM _ LOCA t ON, 04 ISM 1 � 13'-4" 2� SII F 3O NEW EXISTI aD � BATH 00 �D SD EXISTING PROPOSED FLOOf2 FLAN BUIL LDER ANCHOR BUILDING EXISTING FRONT ELEVATION t REAR ELEVATION RIGHT ELEVATION 1 I TYP. LOGGING MAX. 48" O.C. 1 1 X ON �./1� c•1 SD _n N Y 7 _1 � L 1 U 1 11.E TYI=, HANGERS 3-2X8' z U U � ax d TYf=, HANGERS -2 X6 NAILER 1 1 ' _ if if ------------ z � L 1 U 1 11.E _ � 1 1 ' z ; X x o °X 1N I ' I ' LL - - - LL - - - LL - - - LL - - LL - - - LL - - - LL - - - LL - - - LL O � ' 1 11 II II 11 it 11 II 11 II 11 11 11 11 11 �� 11 11 11 11 11 , 11 II it 11 II 11 II (V /��, 11 11 11 II 11 11 II II II tl 11 II II , 11 II 11 11 , 11 II 11 II „ it II I ` 11 II II 11 11 II 11 11. , „ II 11 in7-'1 1 n . h If 11 11 u n 1, 11 II � „ 11 11 O "�� n II ,1 n n If 11,E Q " n II � 1( it n 11 II ,1 it n 11 it 1111 � X11 II ill J_ } l'J It �� II "� " • �� '' " " � , II A CERTIFIED AS BUILT IS REQUIRED Ll II 11 It ,- „ 11 BEFORE FI It 11 11 11 II 11 II II , „ ;; 'II „f C 11 NA INSPECTION 11 11 11 11 II 11 II it „ II 11 "' \\v L, " 11 , 11 11 t' II " It ' II 11 '1 1 II II 11 11 , I 11 11 � II 11 „ 11 11 11 11 it 1 II 11 11 11 , 11 11 „ If 11 „ , 11 ,1 II 11 11 EXISTING �, 11 " ROOF 'I 1 II 11 It 11 11 II „ II 11 �' �� ' 11 �; ; it 11 II � 11 11� 11 11 „ 11 „ 11 11 11 II � 11 „ „ II II 11 1 1 11 11 ' II ti. 11 II 11 1� II „ „��. 11 �� 11 II 11 FLOOR 11 It FRAMING ;I 1 � If 11 „ „� 11 I1. 11 II II I � II 11 „� II 11 II 11 II FLOORPLAN 1� 11 II �� II 11 TOWN OF YARMOUTH 11 RAMING II REVIEWED FOR BUILDING AND ZONING CODE COMPLI- OF � � ANCE. ERRORS OR UiVaIl1SSIONS DO NOT RELIEVE THE �� APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' PLAN �, ` , COMPLIANCE. v A 1 DATE: G4ra—I 7 O BUILDING-(FFI IAL FILA COPY JOB ADDRESS DESIGN DATE REVISION DRAWN 151' P® SCALE OJB # I I I , I .42 43EAVER BROOK RD, RELOCATE EXISTING o o (0-(0-1 —Lor- 3 1/4 =1-O 1 2 9 4 5 i 1 • 9 10 II t2 U k IB W YARMOUTH, MA. D OOM UJ (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. I --LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE 08J 494-9534 u FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. U/E8T BARNST<IBLE M,4. 02b68 z WALL LENGTH=-�" - — - 1 FULL HEIGHT SHEATHING=.�ro" ACTUAL SHEATHING= 100 io SHEAF, (Min, Required --21—%) I WALL RATIO= 1,25 ' EDGE NAILING= 6" O,G, LFIELD NAILING=--LVL-0-C, _ ; -- 112 SHEAR WALL FRONT ELEVATION_ WALL LENGTH= 16'-Q' 1 HEIGHT SHEATHING= 11'-3" JAL SHEATHING=-3�io lin. Required 22 ro) 10= 1,25 .E NAILING= 6" O,C, p -NAILING= 12" O,C. _ J SHEAR WALL. REAR ELEVATION RIDGE VENT 2X10 RIDGE . 2X8 RAFTERS 's 16" O,C, 1/2" ROOF SHEATHING 12 6o ro� 15* ASPHALT PAPER =, ASPHALT SHINGLES 2X10's G,J, 's 16" O,G, R49 INSUL, 1X3 STRAPPING 1/2" WALLBOARD • 1/2" WALLBOARD 2X6's s 16" O,C, �4 NEW BEDROOM R21 INSULATION t- LOCATION 1/2" WALL SHEATHING 3/4" T/G PLY, HOUSE WRAP OR EQUAL 49 INSUL, NAILED 4 GLUED, SIDING 2X8's s 16" O.C.Q a 1/2" PT PLYWOoD m m e BIG FOOT BIG FOOT rWA--- LL LENGTH=ILL FULL HEIGHT SHEATHING= 9'-11" ACTUAL SHEATHING=—j@j2z/o (Min, Required 39 /-) RATIO= 1,25 EDGE NAILING= 6" O,C, ' FIELD NAILING= 12" O,C, ' SHEAR WALL LEFT ELEVATION GROSS SECTION CROSS SCS" I OlN CAS BUILDER JOB ADDRESS DEAN ANCHOR BUILDING 42 BEAVER BROOK RD. RELOCATE EXISTING YARMOUTH, MAI BEDROOM 2X8 RAFTERS O 16" O,C, 1/2" ROOF SHEATHING 15* ASPHALT PAPER ASPHALT SHINGLES 11 11 11 1311 r 1/2' WALLBOARD 2X 's ,s 16" O,G, R21 INSULATION 1/2' WALL SHEATHING HOUSE WRAP OR EQUAL SI INC WALL LENGTH= 12'-O" — - — - FULL HEIGHT SHEATHING=12'-Q ACTUAL SHEATHING= 100 96 (Min, Required_a�L2/0 RATIO= 1.25 EDGE NAILING 6" O,C, ' FIELD NAILING=��O,C. ' L -------------I m SHEAR WALL RIGHT ELEVATION Ile 3-2X8's PT A A A --_� 2X8's ' X111111 R38 INSUL. 4v v GRADS 1/2" PT PLY. °a Ia o;�'n ,l } D 'D,I'D• D .�D Io I'p a ,I ;•o �a,o ° p: ° p TYP, C568 BASE / .'/(UPLIFT 4200 EACH) Io a o y e a e Q �•o .` V .aD u • D D �p• D � D . a a b�o D•o D •o D •o D •o D .o . DATE REVISION DRAWN BY PAGE SCALE (o -(o-11 mor w(1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR, COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. R LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HZD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL! CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DUQMG CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ASPHALT ROOFING 15* ASPHALT PAPER - 1/2" SHEATHING TYP. H2.5A TIES • e DRIP EDGE •° 5" GUTTER it 1X8 FACIA i� 1X SOFFIT 2-1/4" VENT 1-3/4" BED MLDG, NOTCH FRIEZE TO RECEIVE SIDING, EAV 01 EAYE DETAILS FJt I 2 ) 4 S 6 1 6 9 b II 17 19 K b K P o. BOX 2e5 (-5049) 494-95-94 [DEBT BARNBT.4BLE MA. 02"0 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MASSACHUSETTS CHECKLIST FOR COMPLIANCE (180 CMR 5301.2.1.1 M CHECK COMPLIANCE I 1c) rip 'A 1.1 SCOPE WINDSPEED (3 -SEC. GUST) ---------------------------------------------------------------------------- 110 MPH WINDEXPOSURE CATEGORY--------------------------------------------------------------------------------8 1.2 APIOLICAIBILIT`I' NUMBER OF STORIES (A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) I STORIES < 2 STORIES ROOFPITCH----------------------------------------- (FIG 2) ------------------------------------- < 12:12 �r MEAN ROOF HEIGHT--------------------------- ------ (FIG 2) ------------------------------------- FT < 33' �- BUILDING WIDTH, W----------------------------------- (FIG 3) ------------------------------------12-6 FT < 80' �- BUILDING LENGTH, L -------------------------------- (FIG 3) -------------------------------------J.0 < 80' BUILDING ASPECT RATIO (L/W)------------------------ (FIGS 4)--------------------------------------I-2S < 3:1 NOMINAL HEIGHT OF TALLEST OPENINd---------------- (FIG 4) -------------------------------------- AL -EL- < 6' 8" - 1.3 FRAMING CONNECTIONS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.___ (TABLE 2)_____________________________________________- 2.1 FOUNDATION FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404,1 CONCRETE---------------------------------------------------------------------------------------------- CONCRETEMASONRY------------------------------------------------------------------------------------ 2.2 ANCHORAGE TO FOUNDATION 1,3 5/8" ANCHOR BOLTS IMBEDDED OR 5/8" PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETEDNLY BOLT SPACINGS -GENERAL ------------------------- (TABLE 4) ----------------------- IN, BOLT SPACINGS FROM END/JOINT OF PLATE _________ (FIGS 5) ______________________________ CENTER u IN, < 6"-12�� BOLT EMBEDMENT -CONCRETE ------------------- (FIGS 5)-----------------------------------_�— IN, >! BOLT EMBEDMENT -MASONRY ---------------------- (FIG 5) ------------------------------------ IN, > 11" �- PLATE WASHER ----------------------------------- (FIC -S 5) -------------------------------------- > 3"X3"XIA" 3.1 FLOORS FLOOR FRAMING MEMBER SPANS CHECKED_____ ------------ (PER 180 CMR 55,00)________________________________- �- MAXIMUM FLOOR OPENING DIMENSION----------------- (FIGS (o) -------------------------------------- 0 FT. 12' FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2' FROM EXTERIOR WALL (FIGS 6) ---------------------------- MAXIMUM ________________________---MAXIMUM FLOOR JOIST SETBACKS SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 1)_____________________________________ 0 Fl< d MAXIMUM CANTILEVERED FLOOR JOIST SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 8)-------------------------------------- _0 FT < d FLOOR BRACING AT ENDWALLS----------------------- (FIG S) __________________________________________------ �- FLOOR SHEATHING TYPE ------------------------------ (PER 180 CMR 55,00) ---------------------------------- FLOOR SHEATHING THICKNESS ------------------------- (PER 180 CMR 55.00) __________________ --------3/4" IN, FLOOR SHEATHING FASTENINGS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (TABLE 2)__D d NAILS AT 6 IN EDGSE/___j2_IN FIELD �- 4.1 WALLS WALL HEIGHT e LOADBEARING WALLS----------------------------- (FIGS 10 AND TABLE 5) ------------------------1 -8- FT < 10 �— NON-LOADBEARING WALLS ------------------------ (FIGS 10 AND TABLE 5) ----------------------- 1&! FT < 20' WALL STUD SPACING _________________________________ (FIGS 10 AND TABLE 5) -------------------1rIN < 24" O.C. �- WALL STORY OFFSETS ------------------------------- (FIG 1 4 8) -----------------------------------0 FT < d �- 4.2 EXTERIOR WALLS3 WALL STUDS LOADBEARING WALLS----------------------------_ (TABLE 5) ---------------------------- 2X FT --E- IN V NON-LOADBEARING WALLS------------------------- (TABLE 5) ---------------------------- 2X.12--l-FT A IN V GABLE END WALL BRACING( FULL HEIGHT ENDWALL STUDS ---------------------- (FIG 10) --------------------------------------------_: �- WSP ATTIC FLOOR LENGTH ------------------------- (FIGS 11)------------------------------------ 0 FT > W/3 �- GYPSUM CEILINGS LENGTH (IF WSP NOT USED) --------- (FIG 11)___________________________________ _Q FT > 0,9W AND 2X4 CONTINUOUS LATERAL BRACE v 6 FT, O.G. (FIG 11)______________________________________________- �- OR 1X3 CEILING FURRING STRIPS 6 16" SPACING MIN, WITH 2X4 BLOCKING 6 4 FT. SPACING IN END ------------ JOIST ___________JOIST OR TRUSS BAYS---------------------------------------------------------------------------------- �- DOUBLE TOP PLATE SPLICE LENGTH --------------------------------- (FIG 13 AND TABLE 6) ---------------------------a_ FT SPLICE CONNECTION (NO. OF 1(od COMMON NAILS) (TABLE 60---------------------------------------ro V LOADBEARING WALL CONNECTIONS LATERAL (NO. OF I&D COMMON NAILS)------------ (TABLE 1)-------------------------- ---- (0_ -� NON-LOADBEARING WALL CONNECTIONS LATERAL (NO, OF 16d COMMON NAILS) ------------ (TABLE 8) _______________________________________ e) �- LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS --------------------------------- (TABLE S) -------------------------------- 3 FT 0 IN, < 11' V SILL PLATE SPANS ------------------------------- (TABLE S) ----------------------------- -3 D IN, < 11' V FULL HEIGHT STUDS (NO, OF STUDS)--------------- (TABLE S) --------------------------------------- 2 V NON -LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) HEADER SPANS --------------------------------- (TABLE S) ____________________--------�_FT 9 IN, < 12'—V SILL PLATE SPANS ------------------------------ (TABLE S) ____------------------------- _SFT SIN, < 12' V FULL HEIGHT STUDS (NO, OF STUDS) --------------- (TABLE 13) ---------------------------------------- S V EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLI' MINIMUM BUILDING DIMENSION, ( W ) NOMINAL HEIGHT OF TALLEST OPENING2--------------------------------------------------------- 41-5_< 6'8" V SHEATHING TYPE-------------------------------- (NOTE 4) --------------------------------------- 1/2 IN,—\/ EDGE NAIL SPACING ------------------------------ (TABLE 10 OR NOTE 4 IF LESS) ------------------- IN, FIELD NAIL SPACING ----------------------------- (TABLE 10) ------------------------------------ IN, V SEE PAGE 2 OF 3 SHEAR CONNECTION (NO. OF 16d COMMON NAILS) (TABLE 10) -------------------------------------- PERCENT ---__-_- _________________________PERCENT FULL -HEIGHT SHEATHING----------------- (TABLE 10) ________-_-___________________------ �o �- 596 ADDITIONAL SHEATHING FOR WALL WITH OPENING > 6'8" ( DESIGN CONCEPTS) ------------------------- MAXIMUM ________________________MAXIMUM BUILDING DIMENSION, ( L ) NOMINAL HEIGHT OF TALLEST OPENING 2 --------------------------------------------------------2- ,< 6'8" SHEATHING TYPE-------------------------------- (NOTE 4) --------------------------------------- 1/2 IN, EDGE NAIL SPACING_____________________________ (TABLE 11 OR NOTE 4 IF LESS) ____________________ IN. �- FIELD NAIL SPACING----------------------------- (TABLE 11) --------------------------------------- IN. SEE PAGE 2 OF 3 SHEAR CONNECTION (NO, OF 16d COMMON NAILS ) (TABLE 11).______________________________________ V PERCENT FULL -HEIGHT SHEATHING (TABLE 11) _______________________________________ 90 _\/_ 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 6'8" (DESIGN CONCEPTS)-------------------------- -�� WALL CLADDING RATED FOR WIND SPEED7-------------------------------------------------------------------------------- — 5.1 ROOFS ROOF FRAMING MEMBER SPANS CHECKED? (FOR RAFTERS USE AWC SPAN TOOL, SEE BBRS WEBSITE) ROOF OVERHANG___________________________________ (FIGURE Is) -------------- 6,11 FT < SMALLER OF 2' OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT _--------------------------------------- (TABLE 12)-------------------------------------U=236PLF LATERAL-- -------------------------- -------------------------------------L=1l&-PLF V SHEAR--------------------------------------- (TABLE 12)-------------------------------------S=11-PLF RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 13) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T= 1'12 PLF GABLE RAKE OUTLOOKER ---------------------------- (FIGURE 20) _______________0 FT < SMALLER OF 2' OR L/2 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT---------------------------------------- (TABLE 14) ------------------------------------- U=41 -i L8• �— LATERAL (NO. OF 1(od COMMON NAILS)---------- (TABLE 14) ------------------------------------- L=148LB. ROOF SHEATHING TYPE ------------------------------ (PER -180 CMR 58,00 AND 59,00)___________-________-_ ROOF SHEATHING THICKNESS--------------------------------------------------------------- 1/2 IN, > 1/16" WSP �— ROOF SHEATHING FASTENING-------------------------- (TABLE 2) --------------------------------------------- V BUILDER JOB ADDRESS DESIGN ANCHOR 5UILDING 42 E3EAVER 5ROOK RD. RELOCATE EXISTING YARMOUTH, MA. 5EDROOM MAXIMUM WALL STUD HEIGHT, STUD SPACING RAFTER CONNECTION AND WALL. SHEATHING STUD HEIGHT MAX. WALL HEIGHT 10' )OJ O GENERAL NAILING SCHEDULE HEADER SPAN (FT.) NUMBER OF REQUIREMENTS AT EACH END OF HEADER NUMBER OF FULL -HEIGHT STUDS JOINT DESCRIPTION COMMON NUMBER OF NAIL SPACINGS 1 NAILS BOX NAILS 3 ROOF FRAMING BLOCKINGS TO RAFTERS (TOE -NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-16d 3-16d EACH END WALL FRAMING TOP PLATE AT INTERSECTIONS (FACE -NAILED) 4-16d 5-16dAT JOINTS STUD TO STUD (FACE -NAILED) 2-16d 2-16d 24" O,C, HEADER TO HEADER (FACE -NAILED) 16d 16d 16" O,G. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE -NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) 3-86 3-lOd PER JOIST BAND JOIST TO JOIST (END -NAILED) 3 -trod 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-16d 3-Irod PER JOIST ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d IOd 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O,C, 8d lOd 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS ad lOd 6" EDGE / 6" FIELD WITH NO GABLE OVERHANG STUD '• GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6" EDGE / 6" FIELD W/STRUCTURAL OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4" EDGE / 4" FIELD W/LOOKOUT BLOCKS CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 1" EDGE / 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O,C, ad lod 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS ad - 3" EDGE / 6" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS - 'I" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS I" OR LESS ad lOd 6" EDGE / 12" FIELD GREATER THAN I" lOd lOd 6" EDGE / 6" FIELD GENERAL NAILING SCHEDULE HEADER SPAN (FT.) MINIMUM HEADER SIZE REQUIREMENTS AT EACH END OF HEADER NUMBER OF FULL -HEIGHT STUDS UPLIFT (LB.) LATERAL (LB,) 21 2-2X4 1 211 132 3 2-2X4 2 416 198 4' 2-2X4 2 554 264 5' 2-2X4 3 693 330 (0 2-2X6 3 831 396 1' 2-2X8 3 9-10 462 8 1 2-2X 12 3 1,108 528 91 3-2X10 3 1,24-1 594 10' 3_2x12 4 1,385 660 F_ 11' 4-2X10 4 1,524 -126 WA OPENINGS HEADERS A �� NIN� DERS INI LOADBEARING WALLS P. ANVE SAN i No. 107,18 STUDS AND HEADERS _ .cs tT a� AROUND WALL OPENINGS I � i o DATE REVISION DRAWN BY P®7 SCALE 0 J5 I*__aoF__3v4 -1-0 I 2 3 4 5 6 1 8 9 b Il IT 13 k 15 K Uj (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN : SIZE Po BOX 185 F SI 42,5040,) 494-9.534 Z OR TE CONDITIONS OR FOR 1HE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. UIEBT B4RN3T/tBLE f-7, 02668 1I1 DOUBLE HEADER it FULL HEIGHT STUD '• I DOUBLE JACK STUD__11/1 1 I WINDOW SILL PLATE I tui ?i ,11 I 11 . P. ANVE SAN i No. 107,18 STUDS AND HEADERS _ .cs tT a� AROUND WALL OPENINGS I � i o DATE REVISION DRAWN BY P®7 SCALE 0 J5 I*__aoF__3v4 -1-0 I 2 3 4 5 6 1 8 9 b Il IT 13 k 15 K Uj (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN : SIZE Po BOX 185 F SI 42,5040,) 494-9.534 Z OR TE CONDITIONS OR FOR 1HE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. UIEBT B4RN3T/tBLE f-7, 02668