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1711 Beach Ave RES18-0416 Revision steel8" CMU "BREAK -AWAY" WALL 1-#5 VERTICAL 1-#5 VERTICAL 8" CMU WALL w/ w/ 1-#4 VERTICAL @ 24" O.C. AT EACH CORNER AND AT EACH CORNER AND 1-#5 VERTICAL IN 1-#5 VERTICAL IN FILLED 3pcs 2"x8" P.T. SYP NO.2 (CENTER IN CELL). GROUT CELL EACH INTERSECTION EACH INTERSECTION CONCRETE FILLED CELL BELOW STRUCTURAL VERTICAL STIR CTURAL SOLID w/ 3000 psi CONCRETE (TYPICAL) (TYPICAL) CELL ® 40" O.C. MULL, SEE DETAIL 12/S-11 MULL. SEE DE AIL- 3/S-7 GROUT 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH MAXIMUM 1-#5 VERTICAL EACH 1 SIDE OF OPENING SIDE OF OPENING SIDE OF OPENING, # 1-#5 VERTIC FIRST CELL, /2 EXPANSION JOINT 8%18%18" CORNER ° 1 1 SIDE OF OPENING, 1 1 1-#5 VERTIC SECOND CELL w/ ELASTOMERIC CONCRETE COLUMN, SEE DETAIL 1 S 11 SEE DETAIL 1/S-11 SEE DETAIL 1 /S-11 1 1 SEE DETAIL 1 /S-11 1 17 EACH SIDE 0 OPENING, SEALANT AROUND SEE DETAIL 1/S-2 2-#5 VERTICAL -_w -w._.. e _..®-_..,__......__._.....,___..€.�.W__.e SEE DETAIL 2 S-11 COLUMN (TYPICAL) ___� ,I _ _ THIS --'END--- CELL 14 I, I' L-1 CL- 1 L-2 L-2 iI - ___.._.__ _. r II I , i - L 4 L 4 E I. 2-#5 VERTIC . - I ��' 8x24" 8"X24" 8„x40" 8"x40" ' If If 11 ' 8'x1a x15 __._..____. ___ // �- __ -;, 8"x36" x36' _ THIS CORNER ELL CONCRETE -, E i -- - _ E:: h µ - f _ `, ( _., l L.....,[. l 47 - ; : E . •�I > . ,L] __I -1 - _._..._,- I r >.--. - I ` I , € I (: I I f I ?....,.._fn', - ; € € ' i 3 k COLUMN ( __ - -- �°r ['„{ 1 ta. I - , ._....._._._ - - = f , _ [ I _ 1 . C ❑ I. I (i I I 117-71 I C] .._L, G R CYCLE t ,/1 /, L 1 ; : :€ - _ I ' L -'E I I, ply_--_--_ ---. LE, 1T 5 VERTIC FIRST CELL TRASH / 1?./ c�- ; I iib X24 II p€ { CV N # , __...__,.___-_____f ____._-.-..._�2 5 VE ;k \ ' . 1-#5 VERTICAL, s"X4 AD H'ARw °�, ovENs I# RTIC L SECOND CELL, z nw ,I ' y I REFRIGERATOR' 3=. II I �.. II li € € € {) 8"x36" 7 C1 „ » C� E II 1 � � �€I s€ I .. I 3 .._._-_ _Ii___`f 0 BW r, ----h 1 we 'A CENTERED BELOW -- t 3 j ______�;_ EACH SIDE 0 OPENING - _ _... I I i E € I ; � S �P ER i (- Et..___ ___.._...ti ---_._._.._._...q; _ ..._.._.. __ (n E ' r11€€; [ ]'„ 1 I.� If I€ It _ WINDOW SILL -W i Ii GI ii ii i _ _ --==' WI _ SEE DETAIL - • 11 I€ II 3E t1 `#.. - . A6D INTERIOR I 3 S 11 2- VER (CAL II A, f t� f o RANGE µ 8"x18"x18" CORNER a'x�a-xta:____._______._._._.a-x,_..__.__... a-xta•xta- `-- --- if fE I ; \� (TYPICAL) IITCH�1 VES;II IBULE;; ii Z 2"x6" INTERIOR BEARING 1- 5 VERTICAL �i I I w # CONCRETE CONCRETE i CONCRETE THIS CORNER - 't °€ f '° It S EARWALL I i' �, 1 € i1 I Q ' w f I CONCRETE COLUMN, I COLUMN COLUMN t COLUMN ii Ii MULE ,OClv1 BATH �< '< WALL TO 8" CMU CENTERED BELOW Q SEE DETAIL 1 /S-2 o I = - I �_ tI N f[II3 .x Q WALL CONNECTION WINDOW SILL ` o Y Z 1-'' 1 12 o i - CELL i.____.', \ KEEPING . ...._.._..__.,E.,.... -.__...-......_u_._.... _'"___ u.. ..,..�. ;I EI t{ ��ItIII txw N f w IE CV p i 1,--�,. I € It II If EI ��II i N Q ,= Q { --"M r`' ..� KITCHEN Q ;II Imo= BREAKFAST i I II If !I If €, If f N , IA U d- E j I X " » :..- I €I EE I1 It I .... W w II la, € X w II X f I C1 ii - i -_- ` €i i m , U Ego 1 °° O BW 1-#5 VERTICAL EACH j- SEE DETAIL 5/S-11 (TYPICAL) . �I- � I �= -I Q ; ---- swK _____ �___ _ _ (TYPICAL) o II I� I N l I� I [�] 'E 11, SIDE OF OPENING, -- - - a - € ..V, _ II I EYEBROW N ��- ==-°- --=I��� FRAME THIS INTERIOR 0 8•x1wx18• MUD ROOM SEE DETAIL 1/S-11 1 z I I RQOF ABOVE 8"x`15" CONCRETE , --_ o , CONCRETE POWDER COLUMN, SEE I' �' COLUMN - - a o ___._______ DW SINK_ I - w- I N / BUTLERS I_ -"____-__..I - I --- ----.- BEARING WALL w X w „ PANTRY _- _ L____ I _ I 2x4 SPF No.2 DETAIL 2/S-2 �I ------ 8_..x18 x1.8__.CC�RNER EXPANSION a•CRE ."_. a DD INTERIOR . 6� � - - �� cn STUDS_ @_ .12" O.C. �I " " " CONCRETE r 8**15• COLUMN SHEARWALL - CONCRETE CONCRETE COLUMN, ] _ __.. .. _____- ____-_-___m-__ 11 1 _ p;l�____---- _.___-.__-.______ COLUMN m _ -- ---------------SES --DETAIL--T/S-2 " „ C3 C3 „ Eo w 2x4 INTERIOR BEARING L-5 I - w I a FRAME THESE INTERIOR WALL TO 8 CMU II I I 2- 5 VERTIC I I x l �' h 8"x24" I I !x w WALL CONNECTION # RIC L I` �, �I II 2"x8" P.T. SYP NO.2 i 0; I I r {II BEARING WALLS w/ THIS CORNER CELL II I�1 I I o I SEE DETAIL 9/S-11 BUCK TYPICAL i 0 I I I I -___„ -,_ (3)2,,,x10__„iy1ERIOR BEARING wnLL_,(2)2 x1.0.,... _-(3)2 x10 � (2�2-,_x10„___ I E"�, 2x6 SPF No.2 II w : GARAGE I I, _ _._ .. --=--- -=-==-------- ==�-- w ;,- , __-__-__ 2x6 STUD _ -__ -__ -__ II I X I I 1-#5 VERTIC L FIRST CELL I X __,-(2) 2 x 10 (1)2 X6" JACK (1)2"x6" JACK (1)2"x6" JACK (1)2~xs~ JACK STUDS @ 16 O.C. 2 � #5 VERTICAL I J ` # h ! -. J STUD EACH END STUD EACH END STUD EACH END STUD EACH END N THIS CORNER CELL ; 00 I I 2-#5 VERTIC L SECOND CELL, I 11 I .X " OVERHEAD GARAGE DOOR I I x I€ x; \ I I I I I -� Oo = : I I y, ,� .'VESTIBULE ____________________._ _....._ _ _ E EACH SIDE 0 OPENING, I' o G 8"x11" CONCRETE COLUMN w/ j DESIGN WIND PRESSURES: 8x1 - ill ELEVATOR �It „ „ >, z I I I I i B 2 x12 SYP No.2 i I I I SEE DETAIL 3 S-11 cor6cR TE N c�J; ADD INTERIOR 4-#5 VERTICAL EACH FACEuj 8"x15" CONCRETE o +29.1 PSF -36.0 PSF cgLur�" i ELEVATOR SUPPORT , ` 2pcs 2x8 P.T. SYP N0.2 SHEARWALL om W/ 3 TIES ©8 O.C. I I N x c U COLUMN, SEE I'? FRAMING VERTICAL STRUCTURAL I N DETAIL 2/S-2 I ---- �- " I SEE DETAIL 2/S-8. --_-----_------------------------- - C3 " MULL. SEE DETAIL 4/S-8 w 2 1 ' o fl C5 EAST PORCH o Q (TYPICAL 2 LOCATIONS) 8>15 „ _ ELEVATOR E ci �m tlI IY z I CONCRETE 8 x18 CONCRETE I I EQUIPMENT i��� I I �� ° �� it EQ COLUMN - ___________________ i i { _ ,� _ _m. _......_ _ ._ i „ FOYER ' ! i DINING e X oW III €� a ;i I X I i I -1 I COLUMN SEE N �w € La C3 II DETAIL 2�5-2 I I 4 7 N LIVING 2 ps 1, 2 THREADED ROD I I �� ,;; °�o ;I 00 I i 12"x12" CMU COLUMN w/ cq I " °° I X YU LI T (CONNECTOR RODS AT! - o f� I I I ! 1-#5 VERTIC LIN EACH -1 1 2x8 P.T. SYP N2 -I I _ _ 1 v -j 1II ' I I..._-_._.. I 01 J E R WA L FRAMING' 1- 5 VERTICAL FIRST CELL III ' ADD INTERIOR (I 1 II oI I BUCK (TYPICAL) , I EGARAI GIE , # , f II I I CORNER SEE DETAIL 1/S-8. o I I I I 1 I i #-T� 3 � "'�, III I SHEARWALL ' li ; ; t „ 2- 5 VERTICAL SECOND CELL I I (TYPICAL 2 L CATIONS) CANTILVERED BALCONY I; < { 8"x18%18" CORNER I I I STJJ- R, ---ACE' # 2" 6" INTERIOR BEARING SEE SH E I I I r� N EACH SIDE OF OPENING, x FLOOR FRAMING I E~, Q I T I I •€ E T S-21 I I X cD I CONCREI E COL�M k; � i i CQNCE7Ei i i WALL TO 8" CMU FOR BALLOON FRAMED I ' - ABOVE II �' = f j ,> „ „ „ _ _ SEE DETAIL 3/S-11 I C5 I I; 1 C4 III °0 0' SEE DETAIL 1 S-2 BW ; I coLu N I I gW i [ - WALL CONNECTION, CHIMNEY ABOVE L ----' a•x18•x18• I: 2"x8" P.T. SYP NO.2 II X ; CONCRETE 1 I1 It 11 11 €I o I COLUMN = � [ _ .__. _ a.,.-,.___ , SIMILAR I _ I BEARING WALLS w/ i� J I I I Nm� BUCK (TYPICAL) I i 0 e� STONE HEARTH _ I I :;gym 8"x40" r� I`•Im II - - - ---- f [[ ., m m 2- 5 VERTICAL - -"'-` ' 2x4 SPF No.2 I a I I (� x Q _ - I ( I I ��,pQ dW-=s1, Ii fi fl 1P „ „ € [ `�.�a�eU I - fm I f� f I I 1 m •- MI Z 8 x18 CONCRETE 1 K � x?qU I L43 !i 1t !I 2x10 , j ..,$ m " „ I I c' I (�� 11•¢ I t1 `I �- €Il it If It It !I If 1 it 3} THIS CORNER (2) t 3. �I... .___ ...._.___..__._..._.._... .. ___._._.. .___-....--8=x18--.� 8•x18• a•X1 a•X19•= m �'?,,�p SOUTH PORCH m IpU € f €I ffl II II 13 II IIf € f1 i L_.I, €, STUDS © 12 O.C. II _.______..._.._.... COLUMN SEE I I Z [ I I Elf !I if 8"X13" EI If III 1, E FIREPLACE _ CONCRETE CONCRETE CONCRETE -�' I IZ Ef 111 ;It II I 11 , CELL II w I: - ..._ SP i.IAL 11 I1 ii€. I 8•x18 -x18• BW BW COLUMN gin/ COLUMN B1/�l COLUMN DETAIL 2/S-2 := ------------------ -R- I I € III f l j �{� -- _----------_-- CONCRETE _ -:_ r ---v --- r., _ _ w� -- ---,- If It + - p.i • • E .... f',. _.....-....... 1 III ! If It Ity -- -' I € I ------------------- - 1I-�- __ - - _ C4 COLUMN: ; ? E . L1_)a , ,_� [_] I , ; 1 I I L �_�, [_] I I , , , I + __ t4 4i ....._._. - ,f • • i I s . [,] II C� . 1- 5 VERTICAL I_M ( m I, I, II I9 , I� [� , l_.---�-._--------- E 1O IN TWO CELLS AT BEAM -----____ __. ( I I I I 11 11 I f I1 I f 11 I I 1 3 _ -..,._,l 11-;.1, - � rf FIREPLACE Fi l I N H i-0 N N I I N N ,: ,. t ,i 1. c1 c2 c2 c1 C4 BM -3 C4 �_ L 3I L3 C ��_-�_.________ ___ __--�,--__� --- -- _.__ _,___-_-_ ____________-- i lE BEARING LOCATION „ >, 10"X123/ " 6:y � �- r�ri- - -�,- - - - - - - --- - - - - - - - -4�."_�- -:B�,m- - ��9 8j`�X ( 8-fX 12"x20" 8%18%18" CORNER 8%18" CONCRETE 8%18" CONCRETE 8%18%18" CORNER TYPICAL 2 LOCATIONS 3-#5 BTM ' L-3 j 4` I 312" BTM ( ) +v " CAMBER 2-#5 VERTICAL CONCRETE COLUMN, COLUMN, SEE COLUMN, SEE CONCRETE COLUMN, 4 Q # - '' 8'x4o' t..___- ' +v." CAMBER SEE DETAIL 1/S-2 DETAIL 2/S-2 DETAIL 2/S-2 SEE DETAIL 1/S-2 12"x12" CMU COLUMN w/ 8"x1 C NER THIS CORNER CELL 1 \-2-#5 VERTICAL ,� 1-#5 VERTICAL IN EACH w 2_ 5 V 1-#5 VERTICAL FIRST CELL, 8 CMU FIREPLACE THIS CORN / # VERTICAL ER CELL 1/2 EXPANSION JOINT CORNER, SEE DETAIL 1/S-8. EACH SIDE OF 2-#5 VERTICAL SECOND CELL, -1 WALLS w/ 1- 5 w/ ELASTOMERIC 5 (TYPICAL 2 LOCATIONS) WINDOW OPENING THIS SIDE OF OPENING SIMILAR VERTICAL IN EACH 1-#5 VERTICAL FIRST CELL, 11 /8 2-#5 ..VERTICAL SECOND CELL, SEALANT AROUND SEE DETAIL 3/S-11 CONCRETE FILLED THIS SIDE OF OPENING, COLUMN (TYPICAL) 3pcs 2"x8" P.T. SYP NO.2 CELL, EACH SIDE SEE DETAI FILL SOLID w/ CONCRETE 12"x12" CMU COLUMN AT EAST COVERED PORCH AND SOUTH COVERED PORCH FIRST LEVEL WALL REINFORCING PLAN_ SCALE: 1/4" = 1'-0" 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE OR 1 DETAIL '1 - S-8 SCALE: 3/4" = 1'-0" 4-#5 VERTICAL EACH FACE w/ C5 #3 TIES @ 8" O.C. DBL 2 x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS ® 16 O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE 2) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. INDICATES TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 INTERIOR BEARING WALL TWISTED STRAP NO P.T. BUCK. DOOR 8„ FRAME TO FASTEN DIRECTLY TO CONCRETE COLUMN 8"x11 " CONCRETE COLUMN 2 DETAIL _= INDICATES HEADER BEAM • INDICATES 1/2"0 THREADED ROD INDICATES 8" CMU I -INTEL BEAM © AS PER DETAILS ON SHEET S-11 ® INDICATES 1 pc SIMPSON MGT INDICATES 12" REINFORCED o INDICATES SIMPSON HTT5 BM- CONCRETE BEAM AS PER DETAIL ON SHEET S-12 S-8 SCALE 3/ . 4 - 3pcs 2"x8" P.T. SYP No.2 EXTERIOR 1 pc SIMPSON A35 TOP MULL STUDS. SPLICE - AND BOTTOM, EACH SIDE. TOGETHER w/ 4 ROWS -- FASTEN w/ 12-8d x 11/2" 12d COMMON WIRE_.._. ---_-- a COMMON WIRE NAILS. NAILS © 12" O.C., - 1-#5 VERTICAL IN FILLED CELL o BELOW STRUCTURAL MULL C# INDICATES MASONRY OR CONCRETE COLUMN AS PER ° STRUCTURAL SHEET S-2 AND S-7 HTS24 MSTA24 CS16 HTT5 MGT EACH LAYER - INDICATES 1/2" APA RATED j SW- SHEARWALL, SEE SHEARWALL NOTE: SPLICE ALL MULTI -PLY SCHEDULE ON SHEET S-9 INTERIOR O U FIRST LEVEL 3pcs 2"x8" STUDS 0 o ° o , o VERTICAL CENTER MULL A35 r3--� DETAIL S-8 SCALE: 11/2" = 1'-0" 1.75 x9.25 MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH FACE NOTE: SPLICE ALL MULTI -PLY 1.75"x11.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH FACE NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER 2"x8" P T. SYP No.2 TOP PL ITE w/ 1/2 "x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE ASHER @ 24" O.C. 5"high AST -IN-PLACE CONCRETE TIE BEAM w/ 2- 5 TOP CON TIN OUS 1-#3x8' VERTICAL rcb 8" 0 i� 8" PRE AST . I• LINTEL / 2-#5 CONTIN OUS L- 3 INTERIO AT FIRST LEVEL DINING ROOM WINDOWS PECIAL 8"x13" LINTEL E n DETAIL \S-8/ SCALE: 3/4" = 1'40" 2pcs 2"x8" P.T. SYP No.2 INT =FIOR - - 12 x12 CMU COLUMN VERTICAL STRUCTURAL VERTICAL STRUCTURAL Q Q "n Uo o w/ 4-#5 VERTICAL AND MULL. SEE DETAIL 3/S-8 i i EACH SIDE. FAS C4 j W I-N:D�cV #3 TIES @ 12 O.C. FILL SOLID w/ CONCRETE 12"x12" CMU COLUMN AT EAST COVERED PORCH AND SOUTH COVERED PORCH FIRST LEVEL WALL REINFORCING PLAN_ SCALE: 1/4" = 1'-0" 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE OR 1 DETAIL '1 - S-8 SCALE: 3/4" = 1'-0" 4-#5 VERTICAL EACH FACE w/ C5 #3 TIES @ 8" O.C. DBL 2 x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS ® 16 O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE 2) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. INDICATES TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 INTERIOR BEARING WALL TWISTED STRAP NO P.T. BUCK. DOOR 8„ FRAME TO FASTEN DIRECTLY TO CONCRETE COLUMN 8"x11 " CONCRETE COLUMN 2 DETAIL _= INDICATES HEADER BEAM • INDICATES 1/2"0 THREADED ROD INDICATES 8" CMU I -INTEL BEAM © AS PER DETAILS ON SHEET S-11 ® INDICATES 1 pc SIMPSON MGT INDICATES 12" REINFORCED o INDICATES SIMPSON HTT5 BM- CONCRETE BEAM AS PER DETAIL ON SHEET S-12 S-8 SCALE 3/ . 4 - 3pcs 2"x8" P.T. SYP No.2 EXTERIOR 1 pc SIMPSON A35 TOP MULL STUDS. SPLICE - AND BOTTOM, EACH SIDE. TOGETHER w/ 4 ROWS -- FASTEN w/ 12-8d x 11/2" 12d COMMON WIRE_.._. ---_-- a COMMON WIRE NAILS. NAILS © 12" O.C., - 1-#5 VERTICAL IN FILLED CELL o BELOW STRUCTURAL MULL C# INDICATES MASONRY OR CONCRETE COLUMN AS PER ° STRUCTURAL SHEET S-2 AND S-7 HTS24 MSTA24 CS16 HTT5 MGT EACH LAYER - INDICATES 1/2" APA RATED j SW- SHEARWALL, SEE SHEARWALL NOTE: SPLICE ALL MULTI -PLY SCHEDULE ON SHEET S-9 INTERIOR O U FIRST LEVEL 3pcs 2"x8" STUDS 0 o ° o , o VERTICAL CENTER MULL A35 r3--� DETAIL S-8 SCALE: 11/2" = 1'-0" 1.75 x9.25 MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH FACE NOTE: SPLICE ALL MULTI -PLY 1.75"x11.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH FACE NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER 2"x8" P T. SYP No.2 TOP PL ITE w/ 1/2 "x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE ASHER @ 24" O.C. 5"high AST -IN-PLACE CONCRETE TIE BEAM w/ 2- 5 TOP CON TIN OUS 1-#3x8' VERTICAL rcb 8" 0 i� 8" PRE AST . I• LINTEL / 2-#5 CONTIN OUS L- 3 INTERIO AT FIRST LEVEL DINING ROOM WINDOWS PECIAL 8"x13" LINTEL E n DETAIL \S-8/ SCALE: 3/4" = 1'40" 2pcs 2"x8" P.T. SYP No.2 INT =FIOR ' VERTICAL STRUCTURAL Q Q 1 pc SIMPSON A, TOP AND BOTTOM, Uo TIMBER MULL. SPLICE i i EACH SIDE. FAS N TO HEADER BUC j W I-N:D�cV TOGETHER w/ 2 ROWS F - AND MULL STUD w/ 12-8d x 11/2" W<= Q 12d COMMON WIRE NAILS. FASTEN TO CONCRETE SLAB w W a NAILS @ 12" O.C. ` ' 4pcs 1/4"Ox21/4" HEX HEAD TAPCONS LL -- I -D LITr_.. ' 1-I ----- '.`._ _._._ Ilk" ------------ _ DOOR U) w �(=j� LL I OPENING CK0U)<p Ljj W J c) 0 F- EXTERIOR h N Q C) � � - d �� � � N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' FIRST LEVEL ALL REINFORCIN PLAN VERTICAL STRUCTURAL MULL AT DOOR OPENINGuj � � � �wz m8 4 � DETAIL tZ Q Z SHEET 8 OF 23 m D cn S-8 SCALE: 3/4" = 1'-0" 05/28/2019 REVISION NO. 1 1. THESE PLANS ARE DESIGNED TO B IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FL i RIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING YSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 " 1 INIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SP OF 130 MPH. cckata' .com 3. THE COMPONENTS AND CLADDING f�I�AVE BEEN SELECTED AND THEIR USE�� INCORPORATED INTO THE DESIGN ND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM ESIGN LOADS FOR BUILDINGS AND t FL P.E. 36820 ° OTHER STRUCTURES" MENTIONED N NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL C Q Q cM Uo N W< N Ce) 00 , =o o W I-N:D�cV F - W<= Q c)0o W a (n U Q WW LL 0Lzu wW U) w �(=j� LL >U CK0U)<p Ljj W J j L J A F- m W h N Q 0W � - d �� 2Oo �rn LL �LLNza N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' FIRST LEVEL ALL REINFORCIN PLAN VERTICAL STRUCTURAL MULL AT DOOR OPENINGuj � � � �wz m8 4 � DETAIL tZ Q Z SHEET 8 OF 23 m D cn S-8 SCALE: 3/4" = 1'-0" 05/28/2019 REVISION NO. 1 1. THESE PLANS ARE DESIGNED TO B IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FL i RIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING YSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 " 1 INIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SP OF 130 MPH. cckata' .com 3. THE COMPONENTS AND CLADDING f�I�AVE BEEN SELECTED AND THEIR USE�� INCORPORATED INTO THE DESIGN ND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM ESIGN LOADS FOR BUILDINGS AND t FL P.E. 36820 ° OTHER STRUCTURES" MENTIONED N NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL ....................._........._......-.......__....._....__..._...-...__...............----_.- o€ I o€ I �+ ( <1 I; o o i 1€ o i / �j / -dL_ .....,. ............._......... .........._..__...._____....i L fI E 3/4 " € I / I 4'1/2" �� �l� o STEPLu i 'II / Q 01 ±1 II L 9 I ` of �I M i € Ld; E 3/,4 " I CANTILEVERED PREENGINEERED FLOOR TRUSSES "F1-29" AND "F1-30" w/ TOP CHORD 41/2 " STEP DOWN. ADD FRAMING IN THE FIELD FOR TOP SLOPE. 8" CMU EXTERIOR BEARING WALLS BELOW w ry W w U zo w� LJ �@ N� d- w 0 :2U) H- ry cn �t- N 8" CMU EXTERIOR BEARING WALLS BELOW GARAGE 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD SOUTH BALCONY FLOOR SYSTEM DESIGN CRITERIA: SUPERIMPOSED FLOOR DEAD LOAD = 20psf SUPERIMPOSED FLOOR LIVE LOAD = 60psf SOUTH BALCONY #4 TOP w/ STD 90` BEND EACH END @ 8" O.C. EACH WAY 'A"�A��� DECKING AS PER ARCHITECTURAL PLANS 3-#5 TOP, CONTINUOUS #4 TOP w/ STD 90" BEND EACH END @ 8" 0. C. . w wo a 01-- __j 1--___I N 10" 2'-0"t #4 @ 8" O.C. BOTTOM #3 CLOSED STIRRUPS BOTTOM BM -3 REINFORCING, @ 6" O.C. FIRST 3'-0" EACH WAY NO CAMBER EACH END AND THEN AT SIDE SPANS 12" O.C. SECTION AT SOUTH BALCONY CONCRETE SLAB 1 SECTION S-12 SCALE: 3/4" = 1'-0" w n /A I I I I I I I I I I CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. L.._- - . _. _..._.._ ........ __..._."Id €! it I! It 7, I t! ff it It if it I€ If i€ is i iif if 1! € 3 ! €E i€ ! EE €! ELEVATOR (2)2"x10" 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD DOUBLE LEDGER 2"x8" P.T. SYP NO.2 LEDGER w/ 5/8 "0x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2"x2"x1/8" PLATE WASHER @ 16" O.C. 24"deep SYSTEM 42 PREENGINEERED FLOOR TRUSSES @ 24" O.C. (3)2"x10' CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. rrj If it It 11 1 ! i it it If It €1 I € E If if H pli it di II it 8"i CMUii EXTERIOR €SEARIsNG WALLS BELOW I i! Ii I! --__If (3)2'_x10'__ �_77 I1 W€ll 24"deep SYSTEM 42 iPREEN�m GINEERED FLOOR �� ��� 1 " N € TRUSSES; @24 O.C. �� tt ccy MW !II n 03 M ill #ll i xOW I i I „ i�^. „ ,% n f O III 1 DBL 2"x\10-"--P­-.-T. SYP NO.2 � I I LEDGER w/ 5/8 "0x12" HOT " DIPPED GALVANIZED ANCHOR ll ii; II I 9 r 7" BOLT w/ 2%2"x1/8" PLATE j DOUBLET l x10" LEDG STEP E_ -- " " WASf''.ER @ 1 8" O.C. DOUBLE 2"x10" LEDGER O J LL 0 w W (j z Z Lij w N a- @ C14cn w� Q Q) a) I o 1 I r7 n mlm I r�wQ: SOUTH w M I I `•gym ;--� --- --- �IQ I ��� o. I I ImQ o -1 �I m: Z coZov'. BALCONY c i m. I I o o I W SLAB EDGE I ' - I I z .,=I 8 CMU EXTERIOR VARIES I --- -- I BEARING WALLS o I o SINGLE 2"x8" LEDGER — — — — — — — — 8" TO 7" C-___. BELOW _< BM -3 Q 12"x12" CMU 10"x123/," 7" SLAB f COLUMN BELOW 3-5 BTM EDGE +/," CAMBER Q 8"/7" CONCRETE SLAB w/ 1 #4 @ 8" O.C. EACH WAY, TOP AND BOTTOM FLOOR SYSTEM DESIGN LOADS:AIN HOUSE SECOND LEVEL FLOOR FRAMING PLA N DESIGN DEAD LOAD = 20 PSF SCALE: 1 /��" = 1'-0" DESIGN LIVE LOAD = 40 PSF ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 20" SYSTEM 42 BRACE BOTTOM CHORDS OF PRE-ENGINEERED TOP CHORD BEARING FLOOR TRUSSES @ 19.2" O.C. PRE-ENGINEERED FLOOR TRUSSES - ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL OR EQUAL w/ 1 "x4" SYP No.2 LATERAL MASTER BEDROOM_ BRACES @ 48" O.C. FASTEN w/ INDICATES 2"x4"/2"x6" INTERIOR It- 2pcs 10d COMMON WIRE NAILS BEARING WALL DBL 2"x10" P.T. SYP NO.2 AT EACH TRUSS INTERSTECTION == INDICATES INTERIOR HEADER BEAM LEDGER w/ 5/8 "0x12" HOT SINGLE CONCRETE PLACED IN ELEVATED CONCRETE BEAMS AND SLABS SHALL CONTAIN DCI -S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE & CO. OR CONTAIN MCI-2005NS MIGRATORY CORROSION INHIBITOR, AS MANUFACTURED BY CORTEC CORPORATION. THE DESIGN MIX THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, ETC. MAXIMUM WATER -CEMENT RATIO SHALL BE 0.55. THE DOSAGE RATE OF THE MCI-2005NS SHALL BE 1.5 PINTS/CUBIC YARD OF CONCRETE. 8" CMU ECTERIOR - -- - - BEARING WALLS I BELOW I IL I I DBL 2"x10" P.T. SYP NO.2 LEDGER w/ '/8"0x12" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2"x2"x1/8" PLATE WASHER @ 18" O.C. FIREPLACE �%;I, 1,f FIREPLACE�i.i 8" CMU EXTERIOR BEARING WALL BELOW SINGLE 2"x8" — LEDGER SINGLE 2"x8" LEDGER ' EN 0U d- 0 - Q it i w I :2 L.L. 3o w Ell of 5! jF- C N I cn w af 01 lN (g)WIi n W �xwxQZ 1m! Wo !� z 1 � Z (n - w-;I- Elf N 0:� I- .. I_ SINGLE 2"x8" LEDGER -.I 00 �w00; I i �m@ 1-- 0). o I d `p W ZZItz cf) z SLOPE 2" w 8" 6`,CONCRETE SLA I D RECTION OF #4'.S. N#4` 9 8" 'O. C. BOTTOM m AN I#8O.C:TP :. I I g w #4 TEMPERATURE,I .,REINFORCING @ 12", 0 C. CAMBR '+1%a AT „VIDS AN I ............._ ,, rl .. O .- U I STE .� 5x11. -2" 8" SLAB EDGE 10"X1614" 3-#5 BIM +i/," CAMBER NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS NOTE: 7" STEP-DOWN FROM TOP OF PLYWOOD DECK TO TOP OF CONCRETE BALCONY SLAB I X -� -17 EYEBROW I ROOF BELOW I I I I I .._IL_---®m_1!.._...i ! I ------------- d i INSTALL STD 90' BEN AT THE THIS END OF "BM -2" TOP REINFORiCING �-10"x12"/161/2" CONCRETE BEAM "BM -2" w/ 4-#5 TO , AND 4-#6 BOTTOM/ #3 STIRRUPS @ 6"/1 W O.C. N Dm m tTl X � U o �- 6" SLAB , EDGE 2 � ,-12"x12" CMU COLUMN BELOW 1 N W sin N U nx4z O N „ „ 12 x12 CMU aM00N COLUMN BELOW '\—INSTALL STD 90" BENZ o AT THE THIS END OF "BM -2" TOP REINFORCING MASTER BALCONY FLOOR SYSTEM DESIGN CRITERIA: SUPERIMPOSED FLOOR DEAD LOAD = 20psf SUPERIMPOSED FLOOR LIVE LOAD = 60psf - DIPPED GALVANIZED ANCHOR INDICATES 12"x12" CMU COLUMN BELOW2%2'V/8" N FRAMING NOTE: GENERAL �� BOLT w/ PLATE � �_ CONTRACTOR TO COORDINATE INDICATES CONCRETE BEAM AS WASHER @ 18" O.C. I I BM-# 1 CW 1/4„0x23/4” WHW LOCATION OF FRAMING MEMBERS PER DETAILS ON SHEET S-12 3 I I W E WITH HVAC DUCT WORK AND /4 STURDI-FLOOR SUB FLOOR TA CONS @ 6" O.C. ELECTRICAL FIXTURE LOCATIONS. (+p") INDICATES TOP OF INTERIOR HEADER PLYWOOD SHEATHING. GLUE AND I MASTER_ BALCONY JJ FASTEN TO FLOOR TRUSSES w 2-#5 HORIZONTAL ---- II DECKING AND RAILING BEAM FLUSH w/ FLOOR TRUSS COMMON WIRE NAILS @ 4'/ O.C. AT TOP, CONTINUOUS I AS' PER ARCHITECTURAL S NOTE: SPLICE ALL MULTI-PLYii PLANS AND SECTIONS (-24") INDICATES TOP OF INTERIOR HEADER EDGES AND 6" O.C. FIELD 8„ 2"x8" HEADERS TOGETHER w/ BEAM 24" BELOW TOP OF FLOOR TRUSS #4 VERTICAL @ 16" O.C. -+ �� SCALE: 1/4" = 1'-0" 4 ROWS 12d COMMON WIRE I AND BEND OVER INTO 4-5 TOP, 2' 4' $' NAILS @ 12 O.C., EACH LAYER M SLAB. LAP 24 MINIMUM �> I CONTINUOUS a m SLOPE 2 w/ SLAB TOP REINFORCING CONCRETE ._..._. `.- 4' TOP ° NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER a 90 _. µ _ E l.._ -m_ _.ter... .a � � ..... a _ _. - ,- _ ,. BEND EACH END _ _� I �� - p p A. © C. 1 _ . ,„ . . '1 d ^ . v, ° v a . d. ° 4 a v • • • N N a ^ a SECOND LEVEL "I ✓- -- w #4TOP�w/ STD 90* NDS �;-- #3 (CLOSED STIRRUPS FLOOR FRAMING _ 4 @ 12 O.C. ! ______I(j @ O.C. FIRST 4'-0" _ EACH END @ 8 O.C. # I__I (_ ! TEMPERATURE_- EA H END AND THEN PLAN #4x11'-2" @ 8" O.C. REINFORCING 12"1 O.C. 1"x4" P.T. SYP No.2 LATERAL I BOTTOM BRACING @ 48" O.C., FASTEN 4— 6 BOTTOM 1-#4x48" VERTICAL 1 w/ 2-10d COMMON WIRE ZOOM I # CAMBER + qT MIDSPAN NAILS AT EACH FLOOR ROOM ,, _ 4 � 10 I REVI 7) � ��-_- _ @ 16 O.C. � pie �" , TRUSS INTERSECTION BM- 2� = f 8„ 8" PRECAST LINTEL �� q p w/ 2-#5 CONTINUOUS CAMBER +1/4" Sml AT LONG SPAN - L- 5 0 FTC E COPY SHEET 12 OF 23 SECTION AT MASTER BALCONY CONCRETE SLAB 05/28/2019 REVISION NO. 1 2 SECTION THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER S-12 SCALE: 3/4 " = 1 '- 0" 2. THE MAIN WIND FORCE RESISTING SYS�EMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MIN MUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 QAND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217 WITH A MINIMUM BASIC WIND SPEED O� 130 MPH, cckath g 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND( SPECIFICATIONS IN ACCORDANCE �-- � d WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND � �� � e OTHER STRUCTURES" MENTIONED IN NbTE 2. FL P.E. 36 0 SIGNATURE IN GLUE INK RAISED SEAL N ° aM00N o Q F—�Nco I Q, U CD W Q co W Q U � Q aco Qiuwu- X U) W LL D W W W U ti >U_ OfUU)<p >J �— WI'— cnQ �Jcomti W p Q W d Q� WELL-�� a LL �J �Nza - DIPPED GALVANIZED ANCHOR INDICATES 12"x12" CMU COLUMN BELOW2%2'V/8" N FRAMING NOTE: GENERAL �� BOLT w/ PLATE � �_ CONTRACTOR TO COORDINATE INDICATES CONCRETE BEAM AS WASHER @ 18" O.C. I I BM-# 1 CW 1/4„0x23/4” WHW LOCATION OF FRAMING MEMBERS PER DETAILS ON SHEET S-12 3 I I W E WITH HVAC DUCT WORK AND /4 STURDI-FLOOR SUB FLOOR TA CONS @ 6" O.C. ELECTRICAL FIXTURE LOCATIONS. (+p") INDICATES TOP OF INTERIOR HEADER PLYWOOD SHEATHING. GLUE AND I MASTER_ BALCONY JJ FASTEN TO FLOOR TRUSSES w 2-#5 HORIZONTAL ---- II DECKING AND RAILING BEAM FLUSH w/ FLOOR TRUSS COMMON WIRE NAILS @ 4'/ O.C. AT TOP, CONTINUOUS I AS' PER ARCHITECTURAL S NOTE: SPLICE ALL MULTI-PLYii PLANS AND SECTIONS (-24") INDICATES TOP OF INTERIOR HEADER EDGES AND 6" O.C. FIELD 8„ 2"x8" HEADERS TOGETHER w/ BEAM 24" BELOW TOP OF FLOOR TRUSS #4 VERTICAL @ 16" O.C. -+ �� SCALE: 1/4" = 1'-0" 4 ROWS 12d COMMON WIRE I AND BEND OVER INTO 4-5 TOP, 2' 4' $' NAILS @ 12 O.C., EACH LAYER M SLAB. LAP 24 MINIMUM �> I CONTINUOUS a m SLOPE 2 w/ SLAB TOP REINFORCING CONCRETE ._..._. `.- 4' TOP ° NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER a 90 _. µ _ E l.._ -m_ _.ter... .a � � ..... a _ _. - ,- _ ,. BEND EACH END _ _� I �� - p p A. © C. 1 _ . ,„ . . '1 d ^ . v, ° v a . d. ° 4 a v • • • N N a ^ a SECOND LEVEL "I ✓- -- w #4TOP�w/ STD 90* NDS �;-- #3 (CLOSED STIRRUPS FLOOR FRAMING _ 4 @ 12 O.C. ! ______I(j @ O.C. FIRST 4'-0" _ EACH END @ 8 O.C. # I__I (_ ! TEMPERATURE_- EA H END AND THEN PLAN #4x11'-2" @ 8" O.C. REINFORCING 12"1 O.C. 1"x4" P.T. SYP No.2 LATERAL I BOTTOM BRACING @ 48" O.C., FASTEN 4— 6 BOTTOM 1-#4x48" VERTICAL 1 w/ 2-10d COMMON WIRE ZOOM I # CAMBER + qT MIDSPAN NAILS AT EACH FLOOR ROOM ,, _ 4 � 10 I REVI 7) � ��-_- _ @ 16 O.C. � pie �" , TRUSS INTERSECTION BM- 2� = f 8„ 8" PRECAST LINTEL �� q p w/ 2-#5 CONTINUOUS CAMBER +1/4" Sml AT LONG SPAN - L- 5 0 FTC E COPY SHEET 12 OF 23 SECTION AT MASTER BALCONY CONCRETE SLAB 05/28/2019 REVISION NO. 1 2 SECTION THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER S-12 SCALE: 3/4 " = 1 '- 0" 2. THE MAIN WIND FORCE RESISTING SYS�EMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MIN MUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 QAND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217 WITH A MINIMUM BASIC WIND SPEED O� 130 MPH, cckath g 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND( SPECIFICATIONS IN ACCORDANCE �-- � d WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND � �� � e OTHER STRUCTURES" MENTIONED IN NbTE 2. FL P.E. 36 0 SIGNATURE IN GLUE INK RAISED SEAL