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1711 BEACH AVE RES18-0416 DWGS181/2"0 THREADED ROD - UPLIFT CONNECTOR 1/2"0 THREADED ROD RODS @ 48" O.C. SHEARWALL REACTION SW -1 0 Q2 CONNECTOR EACH END OF SHEARWALL SEGMENT 11 (3)2„x8„ 00 U x 0010 1 O i � FRAME EXTERIOR BEARING N1 BEDROOM 1 WALL w/ 2"x6" SPF No.2 N H � til_ j 00 zz OTTOM PLATE, U.N.O. ° W-3 I' N 2) ALL FLOOR HEADER 7/t6" OSB SHEATHING SHALL BE II 1 c� n- CEILING DIAPHRAGM NAILS @ 12" O.C., 1 `J U) TO BOYS BALCONY. INDICATES (�I� MANUFACTURERS REQUIREMENTS EACH LAYER FASTEN w/ 8d COMMON EXTERIOR i;; Iz WALL N WIRE NAILS @ 6" O.C. < cn III'U.� = BOYS BATH SHEARWALL SEGMENT TO FLOOR BEAM/WALL BELOW. EDGES AND 6 O.C. FIELD TIMBER mI X INDICATES 1pc SIMPSON HTS24 HTS24 MSTA24 CS16 DIMENSIONS. NOMINAL DIMENSIONS CN TUBj I J <ii WALL J im SINK SHOWN FOR GENERAL LAYOUT. HEADERS TOGETHER w/ 5 ROWS 12d OR SHEARWALL w�LL Z ADD 2pcs SIMPSON HTS24CII 2pcs SIMPSON CS16 STRAPS P 1 COMMON WIRE EACH LAYER Ld TWISTED STRAPS AT EACH HEADER 411,1. N 00 2 INDICATES COVERED BOYS BALCONY MULLS WITHIN THE WINDOW mI ROOF HEADER BEAM TO 11 ' W-3 N -1 SYSTEM ARE THE RESPONSIBILITY SUPPORT STUDS. s SHEARWALL, SEE SHEARWALL J H m OF THE WINDOW MANUFACTURER NOTE: SPLICE w SCHEDULE ON SHEET S-9 W Q 3pcs 2"x6" SPF No.2-,= FOR CONFORMANCE WITH 1.75"x11.25" MICROLAM LVL HEADERS Of SUPPORT STUDS AT j FRONT BOYS BALCONY zzBEAM BEARING, EACH BEDROOM 2 0END. N O 00 m,; N O' N I (3)2"x8„ '/2"0 THREADED ROD SW -1 2Q Q2 SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. '/2"0 THREADED ROD UPLIFT CONNECTOR RODS @ 48" O.C. F-0=il FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. /2"0 THREADED ROD -2pcs SIMPSON CS16 3pcs 2"x6" SPF N0.2 UPLIFT CONNECTOR ROD COIL STRAPS FROM THESE VER 3pcs 2"x6" SPF NO.2 TICAL STRUCTURAL MULL 1 1 1 1r 2 VERTICAL STRUCTURAL MULL INTO TOP OF 8" CMU SHEARWALL SEGMENTS TO SEE DETAIL 1/S-9 _1 _1 S-9 SEE DETAIL 1/S-9 WALL BELOW BELOW HEADER BEAM (TYPICAL 4 LOCATIONS) TYPICAL _________________ _ _ /2„ 0 THREADED ROD E - - - 1 SHEARWALL REACTION 2Q Q2 SW -1 Q2 2Q SW -1 ROOF Iw-�r] �3+,--------------------__----i_____ ______________3+` -Sw�fi 1 2Q Q2 SW -1 Q2 Q2 SW -1 2Q Q2 W-1 Q2 Q2 SW -1 2Q SW_ I CONNECTOR EACH END BELOW I_ OF SHEARWALL SEGMENT ,(3)2;,x8„ -(3)2»x8„ 3 2'1x12 I _ - ( ) �_ (2)2„x8" (2)2„x8 (2)2' x8'Ix 2)2"x8" I "(3)2' 8"- I I ROOF I I _______._____-__.__� 2 cs SIMPSON CS16BELOW-_._.-____-__.__®__n.-.__-_-__._I I MI P I i i W.C. ! T IL COIL STRAPS FROM THESE SHEARWALL SEGMENTS TO �� "0 THREADED IMODFLOOR HEADER BEAM ' UPLIFT CONNEC �k R D INTERIOR W JEARWALL MASTER Q z O CLOSET 1 1 1 4 1 BELOW I ALIGNED w/ TH E;ADE - �H�rs24 BATH s m = �________ _ I M,AS R BATH I -�► PLAY BOOM u' ----- ------ ;--- I RODS BELOW. 1 ; o N .,____ _,LIKEN.-- � VES IBULE ___ ______ 2 x ` ' 1 c SIMPSON CS16 0 0 SW_3 3pcs 2"x6" SPF .2 0 �' = P 2 �s HER CLOSET i - -' ` o w I a pc � 2"x6" SPF NO.2 I cgls _ f 2 VERTICAL STRUCTURAL cn WASHER DRYER E ICAL STRUCTURAL MULL I COIL STRAP FROM 1 t, -- _ �_ �; 1 -1 m - o -17 SEE DETAIL 1 -9 5 Q m N SHELVES = - TAIL 1 S-9 I WALL FRAMING TO THE °� °° ABOVE / Q _ / 1 (2)2 x8 l i TYPICAL 2 LOCATIO +' -17 °� ci FLOOR BEAM FRAMING 1 I ( II BENCH 3 i I; I n �i N i 4 ' BELOW @ 32 O.(;: 5 ; v �- 1 I�� ABOVE ADD INTERIO 1 w SHOWER SINK - w? LAUNDRY ° CLOSET \` I SHEARWALL -1 1 m (3) 2" 8" r-- lon cnLAUNDRY i MASTER VEST. 1 4 VESTIBULE 1- �I IOW HSS 5"x5"x� _1 Z RAME TEIR.(OR /" '2pcs I BELOW i �x 01 ice= _ TUBE STEEL HTS24 = N€ a -- _______.... 2 EVAT R WALLS w/ I i 14 01 I X w COLUMN I � ADD I TERIOR 1 'HALL , ,� I 3pcs 2"x6" SPF No.2 2 x4 S F No.2 I HIS CLOSET SHEA WALL t 11_ BELOW ,� I I 11 `� _ I r SUPPORT STUDS AT STUDS ® 12 O.C. , �Cgl6 ; REAR MASTER BALCONY VESTTIBULE--------------__---__ .---------.--_--- _. _--______-_-._ TOILET c o ,/ � I 1 . • I I BEAM BEARING oo� aW = cYiW CYiW LINEN CV io 00 a ax I I: a =x I I . V� T. D `�' ____®-_-__-___._----_________ W.0 � 0 x w NII .r ELEVEVATOR � a - y ADD INTERIOR J r. ex_4? _________. __ I I i w ---.___ ----- 1, `.o ^� v v N o I I SH f$,T SHEARWALL �. ; N _ �N �� , E I HSS 5"x5"x�/4" .... .. a .1... i ¢ I TUBE -STEEL CLOSET 3 .._ m � __.gym . :._w • •FEE—' I ° MASTER COLUMN �:-.. MASTER I BEDROOM - U- " I I 3 I j� •BALCONY, Q ADD INTERIOR ' I � �� t I I Z I Ln -1 I VEST. 2 SHEARWALL t 1 1 2, X 1 i2 1 SY No 2 1 N Q 11 w v� N> m 1 I 11 E�E\VA Of aSUPPO - - ] I STAIR H L - „ - _- ---_ ---------------------i- SINK � � I � O w Q�MLIJ '' ' No Q_________________________________________'_cnFV,6"x6" P.T. SYP N0.2 BEDROOM 3wcz w POST w 1 c SIMPSON `'I I; I 4pcs 1/2" THREADED ROD i j FRAME INTERIOR I I CBSQ66-SDS2 EMBEDDED UPLIFT CO NECTOR RODS AT BATH 3 SHOW€R SHEAR WALLS w/ HSS 5"x5"x/4" POST ANCHOR INTO TOP I z I 1 1 „ „ TUBE STEEL w " I OF SRUCTURAL CMU COLUMN 1 ELEVATOR ALL FRAMING 1 I 2x6 SPF No.2 COLUMN m I 1 1 1 I STUDS ® 16" O.C. 7/,6" OSB SHEATHING AND CONCRETE BEAM BELOW 1 I I I is x8�'----_--_--_(3�2"x"________-_.3)2°'x8"___� (3)2"x10" (2)2"8" ��g�s SEE SHEET S-21 13 '. CEILING DIAPHRAGM 1 SEE DETAIL 3/S-9. 1 CLOSET 2 I _ TO COVERED BALCONY.; FOR BALLOON FRAMED I. (2 LOCATIONS) I - - -- ---- _ -- -- - - -- ! FASTEN w 8d COMMON 1 � �� �-� •�� �� m -�� �"-� -- __---- � � � I CHIMNEY ABOVE -: 0 ��/SW=1 2 2 . SW�1 ' __ - I T! 2 i `.. WIRE NAILS @ 6" O.C. _ rm- � 1 I 3+, 3+� € Do€] Q x _ ADD 2pcs SIMPSON HTS24C I _ cs .•' ° %1' o0 ..w_.�,,,.......IDGES AND 6" O.C. FIELDI---------- 524 I x II I I j T- I l I ________________ __2-_ _---_-_ --_s---_ t I j •• TWISTED STRAPS AT EACH L -------------------- � I I) � -SOUTH* BALCONY' I ,� 1 N �SOKERN48MAG � � �'.. COVERED MASTER BALCONY S-9TYPICAL,N (�J � NTEOGASFIR HSS 5"x5"xl/4" 2pC9' (2)1.75"x1.1.25 2.oE ; ROOF HEADER BEAM TO X-8. r� p 1 l I t ( ),2r� " (, )2":x8>, 3 2:'X8":. HTS24 �� re -- n �r COLUMN n a 3. 2%8 x 8, . 3 Q (3)2"x8" (3)2"x8" ° H S24 O OST AND SUPPORT 1 -- - O - ROOF 1 (3)Z: ,?c8 I I �,x8 C HEADER BEAMO TUBE STEEL T MI R " -- - 1 BELOW I p 2Q 2Q SW -1 2Q Q2 SW -1 HTS24 1 SW -1 2Q 2Q Q ss- 3pcs 2"x6" SPF No.2 L-__----_-___------- ___ _____________________________________ _______J, c_--„---, __-_.----____-_._-_- I __ SUPPORT STUDS AT I _-_____.._._ .__________..______ 2 _ __. REAR M -ASTER BALCONY-�- 3pcs 2"x6" SPF N0.2 6"x6" P.T. SYP NO.2 ADD 2pcs SIMPSON HTS24C 7/16 OSB SHEATHING 3pcs 2x6 SPF NO.2 cn cn VERTICAL STRUCTURAL MULL POST w/ 1 pc SIMPSON ABU66 TWISTED STRAPS AT EACH CEILING DIAPHRAGM VERTICAL STRUCTURAL MULL 1 S -g BEAM BEARING SEE DETAIL 1/S-9 POST BASE. DRILL 8" AND EPDXY COVERED SOUTH BALCONY TO COVERED BALCONY. SEE DETAIL 1/S-9 " „ TYPICAL „ (TYPICAL 2 LOCATIONS) 5 ROOF HEADER BEAM TO FASTEN w 8d COMMON -1 3pcs 2x6 SPF NO.2 /2 0 THREADED ROD /$ bx10 HOT DIPPED GALVANIZED /SIMILAR VERTICAL STRUCTURAL MULL SHEARWALL REACTION THREADED STUD INTO CONCRETE 6x6 POST AND SUPPORT WIRE NAILS @ 6" O.C. CONNECTOR EACH END BEAM BELOW. SEE DETAIL 1/S--10. STUDS. SEE DETAIL 3/S-10. EDGES AND 6" O.C. FIELD SEE DETAIL 1/S-9 OF SHEARWALL SEGMENT (TYPICAL 4 LOCATIONS) FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. SHEARWALL SPECIFICATIONS NOTE: ,SPLICE ALL MULTI -PLY 2"x8" SECOND LEVEL SH EAR WALL FRAM I N G PLAN AND 2"x`10" HEADERS TOGETHER w/ ° 4 ROWS 12d COMMON WIRE NAILS SCALE: 1/4" = 1'-0" @ 12" O.C., EACH LAYER 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS it » @ 16" 0 C AND 2" 6" P T SYP 2 B ° SW -1 NOTE: SPLICE ALL MULTI -PLY 2 x10 •1 X No. OTTOM PLATE, U.N.O. ° NOTE: SEE ARCHITECTURAL HEADERS TOGETHER w/ 5 ROWS 12d 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2, UNLESS NOTED OTHERWISE. PLANS AND WINDOW/DOOR COMMON WIRE NAILS @ 12" O.C., INDICATES TIMBER FRAMED • INDICATES 1/2"0 THREADED ROD MANUFACTURERS REQUIREMENTS EACH LAYER EXTERIOR BEARING WALL No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO � FOR ACTUAL ROUGH OPENING SHEARWALL SEGMENT TO FLOOR BEAM/WALL BELOW. INDICATES TIMBER FRAMED X INDICATES 1pc SIMPSON HTS24 HTS24 MSTA24 CS16 DIMENSIONS. NOMINAL DIMENSIONS NOTE: SPLICE ALL MULTI -PLY 2 x12 INTERIOR BEARING WALL J TWISTED STRAP SHOWN FOR GENERAL LAYOUT. HEADERS TOGETHER w/ 5 ROWS 12d OR SHEARWALL w�LL INDICATES 2pcs SIMPSON CS16 STRAPS P NOTE: INTEGRATED STRUCTURAL COMMON WIRE EACH LAYER NAILS @ 12" O.C., INDICATES HEADER BEAM INDICATES 1/2" CDX PLYWOOD OR MULLS WITHIN THE WINDOW SW- INDICATES 1/2" APA RATED '/16'o OSB CEILING DIAPHRAGM SYSTEM ARE THE RESPONSIBILITY SHEARWALL, SEE SHEARWALL J I- m OF THE WINDOW MANUFACTURER NOTE: SPLICE ALL MULTI -PLY SCHEDULE ON SHEET S-9 W f` 't FOR CONFORMANCE WITH 1.75"x11.25" MICROLAM LVL HEADERS z 64 Q WINDOW/DOOR DESIGN PRESSURES TOGETHER w/ 5 ROWS 12d COMMON 4 -'0 2Ooarn WIRE NAILS @ 12" O.C., EACH FACE LL LL SW -1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF o No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE ONO M PIECE '/2"0 DIAMETER ALL THREAD REACTION CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. SW -2 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2"x4"/2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE 1/2"0 DIAMETER ALL THREAD REACTION CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. SW -3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE = _CD NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO � PIECES SIMPSON CS16 FLAT STRAPS AT EACH END OF SHEARWALL SEGMENT TO FLOOR BEAM/WALL BELOW. w O z =o UWP :Do Q�� W Q U 2 Q M �w W W CO 0c) r- Z �a � J Q O U w N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' 1 SIMPSON MSTA18 FLAT SW-# - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE SECOND LEVEL STRAP. FASTEN w/ 14-10d x 11/2" •- INDICATES ONE PIECE 1/2" DIAMETER ALL -THREAD COMMON WIRE NAILS. REACTION CONNECTOR ROD WALL FRAMING 1/2" APA RATED CDX 1pc SIMPSON CS16 2"x6" SYP.NO.2 DOUBLE TOP PLATE. -6"x6" P.T. SYP N0.2 POST ® - INDICATES THE NUMBER OF FULL HEIGHT 2"x6" STUDS PLAN PLYWOOD FLITCH PLATES COIL STRAP TO THE FASTEN TOGETHER w/ 10d COMMON m EACH SIDE OF THE DOOR OR WINDOW OPENING. INSTALL TWO EXTERIOR FLOOR BEAM FRAMING WIRE NAILS @ 16 O.C. w/ ARCHITECTURAL WRAP PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. m OR WALL FRAMING BELOW NOTES: 3pcs 2"x6" SPF No.2 _ I 3 2"x6" SPF NO.2--'m 1 pc SIMPSON CBSQ66-SDS2 1) SEE DETAIL 1/S-10 FOR TYPICAL SHEATHING NAILING PATTERNS. MULL STUDS. SPLICE CRIPPLE STUDS EMBEDDED POST BASE INTO 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL �/ TOGETHER w/ 2 ROWS .' 2" APA RATED -1 TOP OF 8" CMU COLUMN BELOW SHEARWALL SEGMENTS. 12d COMMON WIRE WALL SHEATHING 1c SIMPSON H2.5 CLIP p TOP AND BOTTOM q(3)2"x8" SYP NO.2 AT COVERED MASTER BALCONY 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING NAILS @ 12" O.C., ; 1pc SIMPSON A35 TOP WIDOW HEADER BEAM SDS SCREW 6"x6" POST LOCATIONS. FASTEN WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED EACH LAYER AND BOTTOM, EACH SIDE. 3pcs 2x6 SPF No.2 JACK 4 1w/ 14-1/ "bx2" SDS SIMPSON HOT TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM (ALL 7a SHEET s OF 23 STUDS. SPLICE TOGETHER w/ 1 pc SIMPSON A35 AT TOP AND 4 INTERIOR FASTEN w/ 12-8d x 11/2" 2 ROWS 12d COMMON WIRE BOTTOM, EACH SIDE. FASTEN w/ DIPPED GALVANIZED SCREWS.12/21/2018 COMMON WIRE NAILS. ° NAILS @ 12" O.C., EACH SIDE 12-8d x 11/2" COMMON WIRE NAILS. BUILDING PERMIT ISSUE 0 ° ° SECOND LEVEL 3pcs 2 " x6" STUDS w SECOND LEVEL 3pcs 2 " x 6 " STUDS W %� " 1 ESTABLISHED ITHESE PLANS N SECTION 6 B 3E DESIGNED 03 BE FLORIDA ADMINISTRATIVE CODEMPLIANCE WITH THE . CHRISTOPHER C. RAL E, INC. / MASTER BALCONY 6x6 POST o °CONSULTING STRUCTURAL ENGINEER ° 1/�)) 1 PLYWOOD VERTICAL CENTER MULL » » 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE �2 WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 A35 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 r,3 DETAIL c�katie g ail.comDETAIL DETAIL WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 2 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE / S-9 SCALE: 11/2" = 1'-0" S-9 SCALE: 3/4" = 1'-0" S-9 SCALE: N.T.S. INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 12h� /fv WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 // OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL (0 o ONO M am 00 N 00 a0 �t0~�N = _CD O � Lu UQ�Orn QN LLI J au w�LL �U WW�Qo J j J I- m W C) Q W f` 't z 64 Q WE LL' 4 -'0 2Ooarn LL LL ) Z a w O z =o UWP :Do Q�� W Q U 2 Q M �w W W CO 0c) r- Z �a � J Q O U w N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' 1 SIMPSON MSTA18 FLAT SW-# - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE SECOND LEVEL STRAP. FASTEN w/ 14-10d x 11/2" •- INDICATES ONE PIECE 1/2" DIAMETER ALL -THREAD COMMON WIRE NAILS. REACTION CONNECTOR ROD WALL FRAMING 1/2" APA RATED CDX 1pc SIMPSON CS16 2"x6" SYP.NO.2 DOUBLE TOP PLATE. -6"x6" P.T. SYP N0.2 POST ® - INDICATES THE NUMBER OF FULL HEIGHT 2"x6" STUDS PLAN PLYWOOD FLITCH PLATES COIL STRAP TO THE FASTEN TOGETHER w/ 10d COMMON m EACH SIDE OF THE DOOR OR WINDOW OPENING. INSTALL TWO EXTERIOR FLOOR BEAM FRAMING WIRE NAILS @ 16 O.C. w/ ARCHITECTURAL WRAP PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. m OR WALL FRAMING BELOW NOTES: 3pcs 2"x6" SPF No.2 _ I 3 2"x6" SPF NO.2--'m 1 pc SIMPSON CBSQ66-SDS2 1) SEE DETAIL 1/S-10 FOR TYPICAL SHEATHING NAILING PATTERNS. MULL STUDS. SPLICE CRIPPLE STUDS EMBEDDED POST BASE INTO 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL �/ TOGETHER w/ 2 ROWS .' 2" APA RATED -1 TOP OF 8" CMU COLUMN BELOW SHEARWALL SEGMENTS. 12d COMMON WIRE WALL SHEATHING 1c SIMPSON H2.5 CLIP p TOP AND BOTTOM q(3)2"x8" SYP NO.2 AT COVERED MASTER BALCONY 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING NAILS @ 12" O.C., ; 1pc SIMPSON A35 TOP WIDOW HEADER BEAM SDS SCREW 6"x6" POST LOCATIONS. FASTEN WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED EACH LAYER AND BOTTOM, EACH SIDE. 3pcs 2x6 SPF No.2 JACK 4 1w/ 14-1/ "bx2" SDS SIMPSON HOT TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM (ALL 7a SHEET s OF 23 STUDS. SPLICE TOGETHER w/ 1 pc SIMPSON A35 AT TOP AND 4 INTERIOR FASTEN w/ 12-8d x 11/2" 2 ROWS 12d COMMON WIRE BOTTOM, EACH SIDE. FASTEN w/ DIPPED GALVANIZED SCREWS.12/21/2018 COMMON WIRE NAILS. ° NAILS @ 12" O.C., EACH SIDE 12-8d x 11/2" COMMON WIRE NAILS. BUILDING PERMIT ISSUE 0 ° ° SECOND LEVEL 3pcs 2 " x6" STUDS w SECOND LEVEL 3pcs 2 " x 6 " STUDS W %� " 1 ESTABLISHED ITHESE PLANS N SECTION 6 B 3E DESIGNED 03 BE FLORIDA ADMINISTRATIVE CODEMPLIANCE WITH THE . CHRISTOPHER C. RAL E, INC. / MASTER BALCONY 6x6 POST o °CONSULTING STRUCTURAL ENGINEER ° 1/�)) 1 PLYWOOD VERTICAL CENTER MULL » » 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE �2 WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 A35 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 r,3 DETAIL c�katie g ail.comDETAIL DETAIL WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 2 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE / S-9 SCALE: 11/2" = 1'-0" S-9 SCALE: 3/4" = 1'-0" S-9 SCALE: N.T.S. INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 12h� /fv WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 // OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 1/2"0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. 7/16" OSB SHEATHING CEILING DIAPHRAGM TO BOYS BALCONY. FASTEN w/ 8d COMMON WIRE NAILS © 6" O.C. EDGES AND 6" O.C. FIELD ARCHED PLYWOOD BEAM. SEE SHEET S-16. ADD 2pcs SIMPSON HTS24C TWISTED STRAPS AT EACH COVERED BDRM BALCONY ROOF HEADER BEAM TO SUPPORT STUDS. 3pcs 2"x6" SPF No.2 SUPPORT STUDS AT FRONT BDRM BALCONY ROOF HEADER BEAM BEARING, EACH END. 1/2"0 THREADED ROD UPLIFT CONNECTOR RODS ALIGNED w/ RODS BELOW. 1/2"0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT 1pc SIMPSON ABU66 POST BASE. DRILL 8" AND EPDXY 5/8 "4x10" HOT DIPPED GALVANIZED THREADED STUD. FASTEN w/ 12-16d HOT DIPPED GALVANIZED COMMON WIRE NAILS 2pcs SIMPSON CS16 COIL STRAPS FROM THESE SHEARWALL SEGMENTS TO FLOOR FRAMING BELOW 1/2"4 THREADED ROD UPLIFT CONNECTOR PonC nn AP" n r -, v v i 1 pc SIMPSON CS16 COIL STRAP FROM WALL FRAMING TO THE FLOOR FRAMING BELOW © 32" O.C. SOUTH BALCONY 6"x6" POST w / SIMPSON ABU66 POST BASE 1 DETAIL S-10 SCALE: 3/4" = 1'-0" 6"x6" P.T SYP No.2 POST BELOW SECONDARY (3)2"x8" SYP NO.2 COVERED SOUTH BALCONY ROOF HEADER BEAM PRIMARY (3)2"x8" SYP NO.2 COVERED SOUTH BALCONY ROOF HEADER BEAM 2pcs SIMPSON HTS24 TWISTED STRAPS OR 2pcs SIMPSON MSTA24 FLAT STRAPS FROM EACH BALCONY ROOF BEAM TO THE 6"x6" POST jo HTS24 SOUTH BALCONY ROOF BEAM BEARING AT 6"x6" POSTS 2 DETAIL S-10 SCALE: 11/2" = 1'-0" `- STEP IN WALL 6"x6" P.T SYP No.2 POST BELOW 0 ° o0 ° a d MSTA24 CONNECTOR EACH END OF SHEARWALL SEGMENT PRIMARY (3)2"x8" SYP NO.2 COVERED SOUTH BALCONY ROOF HEADER BEAM 2pcs SIMPSON HTS24 TWISTED STRAPS OR 2pcs SIMPSON MSTA24 FLAT STRAPS FROM EACH BALCONY ROOF BEAM TO THE 6"x6" POST SOUTH BALCONY ROOF BEAM BEARING AT 6"x6" POSTS 3 DETAIL S-10 SCALE: 11/2" = 1'-0" YP No.2 Q R SUPPORT Q 1 W [)� ::)p -1 Z J W l.l_ Q = =U U W Qm W co C) ROOF BELOW r ti Z —... — Q Q 1 BOUNDARY OF ROOF —1 SHEATHING, FLOOR SIMILAR SHEATHING, OR WALL ' SHEATHING THIRD LEVEL SHEARWALL FRAMING PLAN ° APA RATED SHEATHING SCALE: 1/41) = 1'-0" 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS NAIL SPACING AT @ 16" O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE, U.N.O. SUPPORTED EDGES, , 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2, UNLESS NOTED OTHERWISE. o SEE NOTES OR SCHEDULE ° INDICATES TIMBER FRAMED • INDICATES 1/2"0 THREADED ROD EXAMPLE OF UNSUPPORTED EXTERIOR BEARING WALL X INDICATES 1 pc SIMPSON HTS24 HTS24 SOA (UNBLOCKED) PANEL EDGE. ' INDICATES TIMBER FRAMED MSTA24 24 S16 UNSUPPORTED PANEL EDGE INTERIOR BEARING WALL TWISTED STRAP IS TYPICAL CONDITION ' OR SHEARWALL INDICATES 2pcs SIMPSON CS16 STRAPS UNLESS BLOCKING IS REQ'D BY SCHEDULE N _= INDICATES HEADER BEAM INDICATES 1/2" CDX PLYWOOD OR OR NOTES SW— INDICATES 1/2 TED " APA RA 7/1s " OSB CEILING DIAPHRAGM NAILING TO STUDS, ROOF W E SHEARWALL, SEE SHEARWALL INTERMEDIATE TRUSSES, OR SCHEDULE ON SHEET S-9 SUPPORT IS 6" FLOOR TRUSSES O.C. MAX. UON S <'?pcs 1/2" APA RATED CDX PLYWOOD FLITCH PLATES 2pcs 2"x6" SPF No.2 JACK STUDS AND 2pcs 2pcs 2"x6" SPF No.2 FULL HT. STUDS. SPLICE TOGETHER w/ 2 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER �B0o-� A35 INTERIOR 1/2" APA RATED WALL SHEATHING 3"x3"x1/4" PLATE WASHER ANC HEX NUT 1 pc SIMPSON A35 TOP AND BOTTOM, EACH SIDE. FASTEN w/ 12-8d x 11/2" COMMON WIRE NAILS. THIRD LEVEL 4pcs 2"x6" STUDS w/ PLYWOOD VERTICAL CENTER MULL 4 DETAIL S-10 SCALE: 11/2" — 1'-0" 2"x6" SPF NO.2 STUDS © 16" O.C., SEE FLOOR PLAN EXAMPLE NAILING PATTERN FOR SHEATHING ON FLOORS, ROOF, AND SHEARWALLS 3"x3"x1/4" PLATE 6 DE TAIL WASHER ANDS -10 SCALE: NTS HEX NUT 2"x6 SYP NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS © 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) '/2"0 THREADED ROD UPLIFT CONNECTOR J INTERIOR SHEARWALL TOP PLATE TO EXTERIOR 7RAMING w/ 2pcs SIMPSON � FLAT STRAPS DOUBLE TOP PLATE INTERSECTION AT INTERIOR SHEARWALL 5 DETAIL S-10 SCALE: NTS SCALE: 1/4" = 1'-0" 2' 4' 8' THIRD LEVEL WALL FRAMING PLAN OFFICE COPYISM 1 0 SHEET 10 OF 23 OFFICE F12/21/ 20 18 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' MENTIONED IN NOTE 2, CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808)217-4707 cckath g il.com FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL N (o OO a co Nd Q M r N co 00 Q� U o W Q c:) W H N —_ W Q =NCn06 W U J rn a� Qww ILL X U) W — IL 0 W W ZLLJ U N U U_ Q o Jj J I— m (� WC) 6<U)wN Q� W � u-��t 3-j 20C: LL <�Nw YP No.2 Q R SUPPORT Q 1 W [)� ::)p -1 Z J W l.l_ Q = =U U W Qm W co C) ROOF BELOW r ti Z —... — Q Q 1 BOUNDARY OF ROOF —1 SHEATHING, FLOOR SIMILAR SHEATHING, OR WALL ' SHEATHING THIRD LEVEL SHEARWALL FRAMING PLAN ° APA RATED SHEATHING SCALE: 1/41) = 1'-0" 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS NAIL SPACING AT @ 16" O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE, U.N.O. SUPPORTED EDGES, , 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2, UNLESS NOTED OTHERWISE. o SEE NOTES OR SCHEDULE ° INDICATES TIMBER FRAMED • INDICATES 1/2"0 THREADED ROD EXAMPLE OF UNSUPPORTED EXTERIOR BEARING WALL X INDICATES 1 pc SIMPSON HTS24 HTS24 SOA (UNBLOCKED) PANEL EDGE. ' INDICATES TIMBER FRAMED MSTA24 24 S16 UNSUPPORTED PANEL EDGE INTERIOR BEARING WALL TWISTED STRAP IS TYPICAL CONDITION ' OR SHEARWALL INDICATES 2pcs SIMPSON CS16 STRAPS UNLESS BLOCKING IS REQ'D BY SCHEDULE N _= INDICATES HEADER BEAM INDICATES 1/2" CDX PLYWOOD OR OR NOTES SW— INDICATES 1/2 TED " APA RA 7/1s " OSB CEILING DIAPHRAGM NAILING TO STUDS, ROOF W E SHEARWALL, SEE SHEARWALL INTERMEDIATE TRUSSES, OR SCHEDULE ON SHEET S-9 SUPPORT IS 6" FLOOR TRUSSES O.C. MAX. UON S <'?pcs 1/2" APA RATED CDX PLYWOOD FLITCH PLATES 2pcs 2"x6" SPF No.2 JACK STUDS AND 2pcs 2pcs 2"x6" SPF No.2 FULL HT. STUDS. SPLICE TOGETHER w/ 2 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER �B0o-� A35 INTERIOR 1/2" APA RATED WALL SHEATHING 3"x3"x1/4" PLATE WASHER ANC HEX NUT 1 pc SIMPSON A35 TOP AND BOTTOM, EACH SIDE. FASTEN w/ 12-8d x 11/2" COMMON WIRE NAILS. THIRD LEVEL 4pcs 2"x6" STUDS w/ PLYWOOD VERTICAL CENTER MULL 4 DETAIL S-10 SCALE: 11/2" — 1'-0" 2"x6" SPF NO.2 STUDS © 16" O.C., SEE FLOOR PLAN EXAMPLE NAILING PATTERN FOR SHEATHING ON FLOORS, ROOF, AND SHEARWALLS 3"x3"x1/4" PLATE 6 DE TAIL WASHER ANDS -10 SCALE: NTS HEX NUT 2"x6 SYP NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS © 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) '/2"0 THREADED ROD UPLIFT CONNECTOR J INTERIOR SHEARWALL TOP PLATE TO EXTERIOR 7RAMING w/ 2pcs SIMPSON � FLAT STRAPS DOUBLE TOP PLATE INTERSECTION AT INTERIOR SHEARWALL 5 DETAIL S-10 SCALE: NTS SCALE: 1/4" = 1'-0" 2' 4' 8' THIRD LEVEL WALL FRAMING PLAN OFFICE COPYISM 1 0 SHEET 10 OF 23 OFFICE F12/21/ 20 18 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' MENTIONED IN NOTE 2, CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808)217-4707 cckath g il.com FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL OPENINGS TO 3'-6" WIDE, 1-#5 VERTICAL2"x8" P.T. SYP No.2 2"x8" P.T. SYP No.2 PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL @ 40 O.C. TOP PLATE w CENTERED IN FIRST CELL ©SEOE PLAN FILL CELL SOLID w/ 3000 psi / 1/2 "Ox10" TOP PLATE w/ 1/2 x10 CV EACH SIDE OF OPENING CONCRETE HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED c� Q rn c0 o 2 x8 P.T. SYP No.2 ANCHOR BOLT w/ 2"x2"x1/8" ANCHOR BOLT w/ 2%2%1/8" Q M 00 d'�(V(("� _ z #5 HORIZONTAL I TOP PLATE w/ 1/2 x10 PLATE WASHER @ 24" O.C. PLATE WASHER @ 24" O.C. Q T_ U o W Q • i •' TIE BEAM REINFORCING 1-#4x28 VERTICAL HOT DIPPED GALVANIZED o W o 1- � I I I 04 @ 16" O.C. ANCHOR BOLT w/ 2"x2"x1/8" 8"x8" CMU OPEN 4"high CAST -IN-PLACE _ F= N Q I BOTTOM LINTEL BLOCK CONCRETE TIE BEAM W Q = cn o PLATE WASHER @ 24" O.C. O „ TIE BEAM w/ 2-#5 TOP w/ 2-#5 TOP � Q W W �- X 8" CMU WALL w/ 1-#5 1pc 2"x8" SYP P.T. _ •I 8x8 CMU OPEN 8"x8" CMU OPEN CONTINUOUS CONTINUOUS VERTICAL IN CONCRETE WINDOW/DOOR No.2 "BUCK" N 8" CMU WALL BOTTOM LINTEL BLOCK U) W U_ Z • TIE BEAM w/ 2-#5 TOP BOTTOM LINTEL BLOCK � W FILLED CELLS @ 40" O.C. 1- 4x12" VERTICAL 1- 3x8" VERTICAL W W U � LU z w CN ROUGH OPENING UP TO 3'-6" MAX., CONTINUOUS TIE BEAM w/ 2-#5 TOP # # SEE PLAN ° I CONTINUOUS • I • @ 16" O.C. @ 8" O.C. a U W r ° PLAN VIEW AT TYPICAL 8" CMU WALL N I - ' :• J I— �......! W QQ C) Q W m WINDOW DOOR OPENING UP TO 3'-6" WIDE I. 8"UJ PRECAST5 8" PRECAST 8" PRECAST " / # LINTEL w 1- 5 I < Q_ U) C) u Z ct RECAST p TYPICAL HORIZONTAL SPLICE / # . I. LINTEL w/ 2-#5 . i. LINTEL w/ 2-#5 Q W � � d - U P TO 10'— 4" WALL H T. CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS 0 2 O o a 0 6 DETAIL INTERIOR INTERIOR INTERIOR INTERIOR L-1 L-2 L-3 L-4 N Z n- 1 DETAIL o S-11 SCALE: 3/4" = 1'-0" AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL S-11 SCALE: -3 - 1'-0" WINDOWS/DOORS WINDOWS/DOORS WINDOWS/DOORS WINDOWS/DOORS OPENINGS TO 6'-6" WIDE EL. +26.88 NAVD 2"x8" P.T. SYP No.2 1 25 LAP MIN. 1- 5 VERTICAL EACH �� ' >, EL. +26.88' NAVD 2x8 P.T. SYP No.2 PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL # #4 VERTICAL @ 16 O.C. TOP OF PT PLATE TOP PLATE w/ 1/ Ox10 TOP OF PT PLATE / /2 "Ox10" CENTERED IN CELL, FIRST @ 40" O.C., CORNER, INTERSECTION, AND BEND OVER INTO (EL. +26'-101/2" NAVD) HOT DIPPED GALVANIZED (EL. +26'-101/2" NAVD) HOT DIPPED GALVANIZED TWO CELLS EACH SIDE OF SEE PLAN �TTTTTTT AND @ 40" O.C. 2-#5 HORIZONTAL 8» SLAB. LAP 24" MINIMUM ANCHOR BOLT w/ 2"x2"x1/ " � I ANCHOR BOLT w/ 2"x2"x1/ " w/ SLAB TOP REINFORCING EL. +26.75 NAVD 8 OPENING ° • FILL CELL SOLID w/ AT TOP, CONTINUOUS TOP OF CMU' WALL PLATE WASHER @ 24" O.C. PLATE WASHER @ 24" O.C. t 3000 psi CONCRETE .� � (EL. +26'-9" NAVD) I ( LOP 06, CMU WALL T.+'�8"x`16"CMU OPEN BOTTOM • 8x16 " "CMU OPEN BOTTOM iTI I m''I 8" CMU WALL ° H I LINTEL BLOCK TIE BEAM w/ r- J° #5 HORIZONTAL i ° I LINTEL BLOCK TIE BEAM w/ _ cv I 2-#5 TOP AND 1-#5 BOTTOM, I 2- 5 TOP AND 1- 5 BOTTOM, 1 4x28 VERTICAL 'o 8 CMU WALL w/ 1-#5 1pc 2"x8" SYP P.T. TIE BEAM N # # # I CONTINUOUS CONTINUOUS @ 16" O.C. I g" PRECAST VERTICAL IN CONCRETE WINDOW No.2 "BUCK" REINFORCING DBL 2"x'10" P.T. SYP No.2 #5 TOP w STD j / LINTEL w/ 2-#5 FILLED CELLS @ 40" O.C. ROUGH OPENING UP TO 6'-6" MAX., LEDGER w/ 5/8 "x12" HOT 90° BEND EACH '� 1-#4x50" VERTICAL I• CONTINUOUS SEE PLAN a DIPPED GALVANIZED ANCHOR END @ 12" O.C. » PLAN VIEW AT TYPICAL 8" CMU WALL / 2"x2"x1/8" PLATE INTERIOR � o. c. BOLT w #5x11'-2" @ 12" O.C. » WASHER @ 18" O.C. L-7 WINDOW OPENING UP TO 6 —6 WIDE BOTTOM I TYPICAL CORNER SPLICE 1-#4x48" VERTICAL I OAT GARAGE LEVEL H GARAGE DOORS Q UP TO 10'-4" WALL HT. @ 16" O.C. 8" PRECAST Q r7"� DETAAIL 8" I � LINTEL w/ 1—#5 Ll.l 2 DETAIL 8" PRECAST LINTEL I CONTINUOUS O S-11 SCALE: 3/4" = 1'-0" L-5 w/ 2-#5 CONTINUOUS INTERIOR Z J S-11 SCALE: 3/4" = 1'-0" AT FIRST LEVEL L-6 W L.L. OPENINGS TO 6'-9" WIDE, 2"x8" P.T. SYP No.2 TOP PLATE w/ WINDOWS/DOORS NOTE: ., 1/2 Ox10 HOT DIPPED GALVANIZED AIN INTERIOR DOORST GARAGE COORDINATE BENDING OVER Q = PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL °° °� 1 „ OF #5 VERTICALS WITH = V CENTERED IN FIRST CELL, # ANCHOR BOLTS w/ 2x2 x /8 PLATE 2-#5 VERTICAL IN SECOND @ 40 O.C., WASHER @ 24" O.C. THE "BP -1" EMBED PLATE Q CELL, EACH SIDE OF SEE PLAN 8"x16" CMU OPEN BOTTOM TYPICAL LINTEL ABOVE OPENINGS LOCATIONS. Q m OPENING LINTEL BLOCK/PRECAST LINTEL 10 D ETAIL m Ell I E TIE BEAM w/ 2-#5 TOP AND i I 1-#5 BOTTOM CONTINUOUS a _ __- _________________ S-11 SCALE. - 1 -0 ° ° { r- f --- o z 1 12xi 11 1-, Q " „ „ MIN. LAP 8"x8" CMU OPEN BOTTOM ° � J 8 CMU WALL w/ 1-#5 1pc 2x8 SYP P.T. ° ° ----=- - ---- �. VERTICAL IN CONCRETE DOOR „ LINTEL BLOCK WINDOW _ No.2 BUCK — BEND 2-#5 VERTICAL INTO TOP `' a. ° +I � E, SILL w/ 1-#5 OF CONCRETE BEAM AND ALIGN I ___ .•_�L_. ° FILLED CELLS @ 40" 0. C. I I - - ROUGH 0 P E N I N G U P TO 6' - 9" MAX. , - =- -------- - ;-------- --- ° ---- - �---- ---- -- ---------- 12" 5 TOP REINFORCING, SEE PLAN m _w_ I / # »...:..• 2x8 P.T. SYP No.2--- o.2 ; EACH SIDE i PLAN VIEW AT TYPICAL 8 I CMU WALL --€------------- ----------- - I ^== _ -- wlNDow BucK� BEND _.....__ __ 1_...... _h I'"31N: LAP'_....._.... _......._..._.. �-'- 2—#5 VERTICAL INTO U P TO 6'-9" WIDE: BOTTOM OF CONCRETER BEAMDOOR OPENING UP TO 10'-4" WALL HT. ;� L-2 PRECAST LINTEL w/ 4 - - _' e• •w: _ _ a :::::::::..:::.- 8„x16" 1—#5 CONTINUOUS- :... I ;i - L 5 L-5 PRECAST LINTEL w/ 3 DETAIL I I:.:•' ::.;..:..:..:..:::' :.::::_::: ,,::._',;:.;:.::' ; :` °:::.:;::: #5 VERTICALS EACH SIDE 8"x20' s"x20" 2-#5 CONTINUOUS BEND 1-#5 VERTICAL INTO BOTTOM _ OF WINDOW OPENINGS OF PRECAST LINTEL AND ALIGN S-8 SCALE: I 4" = 1'-0" � ���� AS PER PLAN 8"x11" CONCRETE COLUMN w WITH 1-#5 BOTTOM REINFORCING / BEND 4-#5 VERTICAL INTO BOTTOM 4-#5 VERTICAL EACH FACE OF PRECAST LINTEL AND ALIGN / # _ w/ #3 TIES @ 8" O.C., - - WITH #5 BOTTOM REINFORCING, ::,::.--1.:�:��:.��w::-��_.._.._. __ 8„ CMU WALL w 1- 5 VERTICAL ..:;::•y. OPENINGS TO 9'-0" WIDE, � --- --- , PROVIDE 2- 5 VERTICAL IN 1-#5 VERTICAL _.__. �.:a:_.Ive ..-< a @ 40" O.C. FILL CELL SOLID SEE DETAIL 2/S-8. EACH SIDE # 1- 5 VERTICAL IN FILLED @ 40 O.C., I � # FIRST CELL, EACH SIDE SEE PLAN w/ 3000 psi CONCRETE CELL BELOW STRUCTURAL MULL, - -- OF OPENING SEE PLAN FOR LOCATIONS � , € TYPICAL 8" CMU WALL TO 8"x11 " COCRETE COLUMN TO LINTEL BEAM CONNECTION TYPICAL WINDOW SILL AT STRUCTURAL MULL LINTEL BEAM CONNECTION N 8" CMU WALL w/ 1-#5 WINDOW DOOR 1pc 2;;x8" SYP P.T. 8 ELEVATION r,2 -- ELEVATION 15 ELEVATION W E VERTICAL IN CONCRETE No.2 BUCK S-11 SCALE: 3/4" - 1'-0" S-11 SCALE: 3 S-11 SCALE: 3/4 = 1 -0 FILLED CELLS @ 40" O.C. ROUGH OPENING UP TO 9'-0" MAX., SEE PLAN S CMU/CONC. TIE 8"x8" PRE -CAST CMU/CONC. TIE 8"x8" PRE -CAST 1 ROW 12d "SINKER" 2"x4" P.T. SYP No.2 PLAN VIEW AT TYPICAL 8" CMU WALL BEAM AS PER PLAN LINTEL w/ #5 AS BEAM AS PER PLANA I LINTEL w/ #5 AS GUN NAILS @ 12" O.C. FURRING STRIP WINDOW DOOR OPENING UP TO 9"-0" WIDE PER PLAN PER PLAN _ SCALE: 3/4" = 1'-0" 2 x8 P.T. SYP No.2 BUCK INTERIOR 1' 2' U P TO 10'— 4" WALL H T. — — — — — — — — — — _ DETAIL REINFORCED 8" CMU WALL — — — — — — — — REINFORCED 8" CMU WALL iCL 4 OPENING AS PER PLAN OPENING AS PER PLAN �' C REINFORCED 8 CMU S-11 SCALE: 3/4" = 1'-0" WALL, SEE SHEET S-8 FASTEN 2"x8" P.T. SYP No.2 FASTEN 2"x8" P.T. SYP No.2 �� 8" CMU MASONRY 2 x6 P.T. SYP No.2 2x4 P.T. SYP MUNo.WINDOW BUCK TO 8" CMU w/ 16 DOOR BUCK TO 8" CMU w/ 16 - - I �� - LL SECTIONS AND FASTEN TO 8" CMU WALL FASTEN TO 8" CMU WALL 2 ROWS OF 1/ "x31/ " HWH " 1 » 1 „ 4 4 S_1 2 ROWS OF 1/4 Ox31/4 HWH S_1 EXTERIOR jam, w/ /2 Ox8 THREADED w/ /2 Ox8 THREADED » DETAILS TAPCONS @ 12 O.C., TAPCONS @ 12" O.C., Q STUDS, WASHERS, AND HEX STUDS, WASHERS, AND HEX STAGGERED. MAINTAIN STAGGERED. MAINTAIN SIMILAR FASTEN 2"x8" P.T. SYP No.2 NUTS @ 32" O.C. NUTS @ 32" O.C. 2" CMU EDGE DISTANCE 2" CMU EDGE DISTANCE WINDOW BUCK TO 8" CMU DRILL 6" AND EPDXY. REINFORCED 8" DRILL 6" AND EPDXY. NOTE: TE. ,. ____ 2x8 P.T. SYP No.2 w/ 2 ROWS OF '/4"Ox31/4" HWH • WALL, SEE SHEET S-8 _ . 2"x8" P.T. SYP No.2 TAPCONS @ 12" O.C., STAGGERED. FASTENING S T HE SAMEFOR_. _ DOOR BUCK MAINTAIN 2" CMU EDGE DISTANCE HEAD, JAMB, AND SILLS. SM ___._.._,�_._. _ WINDOW BUCK 2"x6" SPF No.2 STUD 2"x4" SPF No.2 STUD INTERIOR BEARING WALL INTERIOR BEARING WALL 2 x8 WINDOW BUCK FRAMING @ 16" O.C. SEE FRAMING @ 12" O.C. SEE TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, SHEET 11 OF 23 SHEET S-5 PLAN SHEET S-8 PLAN FASTENING THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 12/21/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER BUILDING PERMIT ISSUE ri6 DETAIL 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHRISTOPHER C. KATHE, INC. 2 " x6" INTERI0R BEARING WALL 2" x4 INTERIOR BEARING WALL s-11 SCALE: 11/2" = 1 '— 0" THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CONSULTING STRUCTURAL ENGINEER CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE TO MASONRY WALL CONNECTION TO MASONRY WALL CONNECTION WINDOW BUCK FASTENING TO CMU DOOR BUCK FASTENING TO CMU APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK cckathe ai c m 5 TAIL 9 S E C T i 0 N 13 DETAIL 14 DETAIL OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORMDE? EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, / CHAPTER 12.9.4. S-11 SCALE: 3/4" = 1'-0" S�11 SCALE: 3/4" = 1'-0"S-11 SCALE: N.T.S. S-11 SCALE: N.T.S. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLEFL P.E. 36820 SIGNATURE IN BLUE INK STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). RAISED SEAL E 3/a 4'/2 c STEPr .F` CANTILEVERED PREENGINEERED FLOOR TRUSSES "F1-29" AND "Fl -30" w/ TOP CHORD 41/2" STEP DOWN. ADD FRAMING IN THE FIELD FOR TOP SLOPE. 8" CMU EXTERIOR BEARING WALLS BELOW _________--_----___-- t -d . . G 777 V of !4d Ood ^ W 1 � x4z 0 I € SOUTHI= Ld JE 3/4 " CANTILEVERED PREENGINEERED FLOOR TRUSSES "F1-29" AND "Fl -30" w/ TOP CHORD 41/2" STEP DOWN. ADD FRAMING IN THE FIELD FOR TOP SLOPE. 8" CMU EXTERIOR BEARING WALLS BELOW _________--_----___-- t -d . . G ! V of !4d Ood ^ W 1 � x4z 0 I € SOUTHI= <I °��° = t COLUMN of o \`—INSTALL t of _ I AT THE r ! I ______________________i ry - o , . . BALCON.Y..� — ..... O 1.. I °° O ______________________- f J � I I o I w xEry 1 0 € W oI w U Lu CDD l I a [ oft Z ^ w --=-=----- w .- o o I In t N (/7 m; BOTTOM N 12„ cn @ 6" O.C. FIRST 3'-0" REINFORCING, w EBI 731 ry AND THEN i BM -3 12" O.C. _____________________ NO CAMBER 3-#5 BOTTOM I � I -n t o t �t 01 ! N #5 @ 12" O.C. EACH WAY, LL �t SECTION Q' C I f TOP AND BOTTOM =t w oI C? I LL I X t oI mI I I I W�(_)ti E _ _.....---_----_.........- _._.......- _ _....{ 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 #5 TOP w/ STD 90° BEND EACH END @ 12" O.C. EACH WAY DECKING AS PER ARCHITECTURAL PLANS 3-#5 TOP, CONTINUOUS #5 TOP w/ STD 90° BEND EACH END @ 12" O.C. CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. _____ ®____ -- _. ..----- it ii L If it €( II i€ if fl ;! ;i. ELEVATOR 1 1` 3 ! It 1 t I I I t t I i t 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 2"x10" LEDGER 2"x8" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2"x2"x1/8" PLATE WASHER @ 16" O.C. Z_N CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. --_4____44___-__ ______- w_____ I €E E If E€ i It I €t f1 It II ! If it ii ii f ItIt 8"; 1 CMU€ EXTE11" R it 6EA4, G WALLS ;[ 11 E€ 11 ii 11BEi OW E1 € If fl € ==(3)2=x8' ---------------_ ill t 1 ill I 24"deep SYSTEM 42 ;PREENGINEERED FLOOR�t;; t TRUSSES; @ 24" O.C. ( 6 N III I I € a r iii DBL 2"x10'-P?J.SYP NO.2 I LEDGER w/ 5/8 "Ox12" HOT ;11 DIPPED GALVANIZED ANCHOR ' f 4» BOLT w/ 2%2%1/8" PLATE I I i t t t I IWASHER @ 18" O.C. DOUBLELED2'x1o" DOUBLE x1o" LEDs STEP -d . . G .d a V 10UU !4d Ood ^ . . . x4z 0 SOUTHI= °��° . m COLUMN BELOW \`—INSTALL STD 90" BEND AT THE THIS END OF o�?: - o , . . BALCON.Y..� — ..... Q 1.. I °° I co SLAB EDGE IM_12 Q C) :Ad 1 W Q� 2,-0„t I CM.. Z CDD l I ---=---=-= t N --=-=----- #5 @ 12” O.C. _ I #3 CLOSED STIRRUPS BOTTOM N 12„ I @ 6" O.C. FIRST 3'-0" REINFORCING, d EBI 731 EACH END AND THEN EACH WAY BM -3 12" O.C. 8' SLAB NO CAMBER 3-#5 BOTTOM 3-#5 BTM +'/4" CAMBER AT SIDE SPANS J SECTION AT SOUTH BALCONY CONCRETE SLAB #5 @ 12" O.C. EACH WAY, LL SECTION TOP AND BOTTOM w 1 LL DW S-12 SCALE: 3/4" = 1'-0" W�(_)ti CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. _____ ®____ -- _. ..----- it ii L If it €( II i€ if fl ;! ;i. ELEVATOR 1 1` 3 ! It 1 t I I I t t I i t 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 2"x10" LEDGER 2"x8" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2"x2"x1/8" PLATE WASHER @ 16" O.C. Z_N CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. --_4____44___-__ ______- w_____ I €E E If E€ i It I €t f1 It II ! If it ii ii f ItIt 8"; 1 CMU€ EXTE11" R it 6EA4, G WALLS ;[ 11 E€ 11 ii 11BEi OW E1 € If fl € ==(3)2=x8' ---------------_ ill t 1 ill I 24"deep SYSTEM 42 ;PREENGINEERED FLOOR�t;; t TRUSSES; @ 24" O.C. ( 6 N III I I € a r iii DBL 2"x10'-P?J.SYP NO.2 I LEDGER w/ 5/8 "Ox12" HOT ;11 DIPPED GALVANIZED ANCHOR ' f 4» BOLT w/ 2%2%1/8" PLATE I I i t t t I IWASHER @ 18" O.C. DOUBLELED2'x1o" DOUBLE x1o" LEDs STEP 8" CMU EXTERIOR BEARING WALLS BELOW Is 0 J 0 X N O J LL_ 0 W w zo C� z LJ N w @ �co �V) LJ V� 0- 4 4 N m 0 o SINGLE 2"x8 LEDGER FLOOR SYSTEM DESIGN LOADS: MAIN HOUSE SECOND LEVEL FLOOR FRAMING PLAN DESIGN DEAD LOAD = 20 PSF SCALE: 1/4" = 1'-0" DESIGN LIVE LOAD = 40 PSF - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 20" SYSTEM 42 BRACE BOTTOM CHORDS OF PRE-ENGINEERED FLOOR TRUSSES w/ 1 'x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. 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 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER PRE-ENGINEERED TOP CHORD BEARING FLOOR TRUSSES @ 19.2" O.C. - ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL OR EQUAL MASTER BEDROOM INDICATES 2"x4"/2"x6" INTERIOR BEARING WALL DBL 2"x10" P.T. SYP NO.2 _= INDICATES INTERIOR HEADER BEAM LEDGER w/ 5/,,"0x12" HOT DIPPED GALVANIZED ANCHOR L__J INDICATES 12"x12" CMU COLUMN BELOW BOLT w/ 2%2%1/8" PLATE INDICATES CONCRETE BEAM AS WASHER @ 18" O.C. BM-# PER DETAILS ON SHEET S-12 3/," STURDI-FLOOR SUB FLOOR (+0") INDICATES TOP OF INTERIOR HEADER PLYWOOD SHEATHING. GLUE AND BEAM FLUSH w/ FLOOR TRUSS FASTEN TO FLOOR TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. (-24") INDICATES TOP OF INTERIOR HEADER EDGES AND 6" O.C. FIELD BEAM 2.4" BELOW TOP OF FLOOR TRUSS M rolt of N N I N 1%4" P.T. SYP No.2 LATERAL BRACING @ 48" O.C., FASTEN LIVING w/ 2-10d COMMON WIRE ROOM NAILS AT EACH FLOOR TRUSS INTERSECTION CONCRETE PLACED IN ELEVATED CONCRETE BEAMS AND SLABS SHALL CONTAIN DCI -S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE 8c 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 -2005NS SHALL BE 1.5 PINTS CUBIC YARD OF CONCRETE. MCI SINGLE DBL 2"x10" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox12" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 18" O.C. FIREPLACE -- CE� 77- �%�__. FIREPLA�� 8" CMU EXTERIOR BEARING WALL BELOW SINGLE 2"x8" — LEDGER SINGLE 2"x8" LEDGER 9 N O (j .. 1 14-06- j tl t I J 11 Li- 3 I _ wo-t 0 001cf)wN §2 all 1 _X ! i" @ a = wm Wj l 1 N m <1 �1 I QZ W CD cf) tl I w z.. Wit- w SINGLE 2"x8" LEDGER Oo i 7 - LJ I w. @ I I 1- c)_ z I In p -w i SLOPE 2' I � I 9" 7" CONCRETE SLA o 71 -D RECTION, OP.#5'.S`, N #5'' ®. 12 O.C. SOTTO. Li AND .0 127,- O:C.:... P, o j w #4 TEMPERATURE REI (FORCING ® 12'` `0 C. 7 .I R +�/ " AT .MIDS AN I -O STIE � © M -N' 5x11.' 2" I -== ------ --= i. 9" SLAB BM -1 LF EDGE 3-#5 6BTM CAMBER -1 11 W 1/4 "Ox23/4" WHW TA ONS @ 6" O.C. 2-#5 HORIZONTAL AT TOP, CONTINUOUS 8„ #4 VERTICAL @ 16" O.C. AND BEND OVER INTO SLAB. LAP 24" MINIMUM I c° w/ SLAB TOP REINFORCING NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS NOTE: 4" STEP-DOWN FROM TOP OF PLYWOOD DECK TO TOP OF CONCRETE BALCONY SLAB MASTER BALCONY 8" CMU EXTERIOR ------- ---- BEARING WALLS I BELOW I i ------ 2-1 I - ---1 X t -17 w I c I EYEBROW x I ROOF BELOW ml I o E E I -_____n-I t ------- I I i I t --------------- INSTALL STD 90' BEND AT THE THIS END OF "BM -2" TOP REINFORCING 10"x12"/161/2" CONCRETE BEAM I "BM -2" w/ 4-#5 TOP, AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. j N\"p w jfjfjfj I \m < o 7" SLAB EDGE 2 -1 12"x12" CMU COLUMN BELOW Imm 10UU CD cq x4z 0 SOUTHI= °��° . m COLUMN BELOW \`—INSTALL STD 90" BEND AT THE THIS END OF o�?: - o , . . BALCON.Y..� — ..... Q 1.. I °° I a . SLAB EDGE IM_12 Q C) I o W Q� I I CM.. Z CDD l I ---=---=-= t N --=-=----- -- i I „VARIES 9 TO 8 L_- I -- ._ - ____ --- _________ I N 0 d EBI 731 Q 12"x12" CMU 12"x18" 8' SLAB COLUMN BELOW U 3-#5 BTM +'/4" CAMBER EDGE J 9"/8" CONCRETE SLAB w/ Q_ �� LLjE QWWco #5 @ 12" O.C. EACH WAY, LL TOP AND BOTTOM w LL 8" CMU EXTERIOR BEARING WALLS BELOW Is 0 J 0 X N O J LL_ 0 W w zo C� z LJ N w @ �co �V) LJ V� 0- 4 4 N m 0 o SINGLE 2"x8 LEDGER FLOOR SYSTEM DESIGN LOADS: MAIN HOUSE SECOND LEVEL FLOOR FRAMING PLAN DESIGN DEAD LOAD = 20 PSF SCALE: 1/4" = 1'-0" DESIGN LIVE LOAD = 40 PSF - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 20" SYSTEM 42 BRACE BOTTOM CHORDS OF PRE-ENGINEERED FLOOR TRUSSES w/ 1 'x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. 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 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER PRE-ENGINEERED TOP CHORD BEARING FLOOR TRUSSES @ 19.2" O.C. - ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL OR EQUAL MASTER BEDROOM INDICATES 2"x4"/2"x6" INTERIOR BEARING WALL DBL 2"x10" P.T. SYP NO.2 _= INDICATES INTERIOR HEADER BEAM LEDGER w/ 5/,,"0x12" HOT DIPPED GALVANIZED ANCHOR L__J INDICATES 12"x12" CMU COLUMN BELOW BOLT w/ 2%2%1/8" PLATE INDICATES CONCRETE BEAM AS WASHER @ 18" O.C. BM-# PER DETAILS ON SHEET S-12 3/," STURDI-FLOOR SUB FLOOR (+0") INDICATES TOP OF INTERIOR HEADER PLYWOOD SHEATHING. GLUE AND BEAM FLUSH w/ FLOOR TRUSS FASTEN TO FLOOR TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. (-24") INDICATES TOP OF INTERIOR HEADER EDGES AND 6" O.C. FIELD BEAM 2.4" BELOW TOP OF FLOOR TRUSS M rolt of N N I N 1%4" P.T. SYP No.2 LATERAL BRACING @ 48" O.C., FASTEN LIVING w/ 2-10d COMMON WIRE ROOM NAILS AT EACH FLOOR TRUSS INTERSECTION CONCRETE PLACED IN ELEVATED CONCRETE BEAMS AND SLABS SHALL CONTAIN DCI -S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE 8c 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 -2005NS SHALL BE 1.5 PINTS CUBIC YARD OF CONCRETE. MCI SINGLE DBL 2"x10" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox12" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 18" O.C. FIREPLACE -- CE� 77- �%�__. FIREPLA�� 8" CMU EXTERIOR BEARING WALL BELOW SINGLE 2"x8" — LEDGER SINGLE 2"x8" LEDGER 9 N O (j .. 1 14-06- j tl t I J 11 Li- 3 I _ wo-t 0 001cf)wN §2 all 1 _X ! i" @ a = wm Wj l 1 N m <1 �1 I QZ W CD cf) tl I w z.. Wit- w SINGLE 2"x8" LEDGER Oo i 7 - LJ I w. @ I I 1- c)_ z I In p -w i SLOPE 2' I � I 9" 7" CONCRETE SLA o 71 -D RECTION, OP.#5'.S`, N #5'' ®. 12 O.C. SOTTO. Li AND .0 127,- O:C.:... P, o j w #4 TEMPERATURE REI (FORCING ® 12'` `0 C. 7 .I R +�/ " AT .MIDS AN I -O STIE � © M -N' 5x11.' 2" I -== ------ --= i. 9" SLAB BM -1 LF EDGE 3-#5 6BTM CAMBER -1 11 W 1/4 "Ox23/4" WHW TA ONS @ 6" O.C. 2-#5 HORIZONTAL AT TOP, CONTINUOUS 8„ #4 VERTICAL @ 16" O.C. AND BEND OVER INTO SLAB. LAP 24" MINIMUM I c° w/ SLAB TOP REINFORCING NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS NOTE: 4" STEP-DOWN FROM TOP OF PLYWOOD DECK TO TOP OF CONCRETE BALCONY SLAB MASTER BALCONY 8" CMU EXTERIOR ------- ---- BEARING WALLS I BELOW I i ------ 2-1 I - ---1 X t -17 w I c I EYEBROW x I ROOF BELOW ml I o E E I -_____n-I t ------- I I i I t --------------- INSTALL STD 90' BEND AT THE THIS END OF "BM -2" TOP REINFORCING 10"x12"/161/2" CONCRETE BEAM I "BM -2" w/ 4-#5 TOP, AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. j N\"p w jfjfjfj I \m < o 7" SLAB EDGE 2 -1 12"x12" CMU COLUMN BELOW MASTER BALCONY FLOOR SYSTEM DESIGN CRITERIA: SUPERIMPOSED FLOOR DEAD LOAD = 20psf SUPERIMPOSED FLOOR LIVE LOAD = 60psf DECKING AND RAILING AS PER ARCHITECTURAL PLANS AND SECTIONS _ 4-#5 TOP, SLOPE 2" CONTINUOUS CONCRETE #5 TOP w/ STD 90° E-- _- BEND EACH END @ 12" O.C. Imm 10UU CD cq x4z 0 aMCONd�' -12"x12" CMU COLUMN BELOW \`—INSTALL STD 90" BEND 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 DECKING AND RAILING AS PER ARCHITECTURAL PLANS AND SECTIONS _ 4-#5 TOP, SLOPE 2" CONTINUOUS CONCRETE #5 TOP w/ STD 90° E-- _- BEND EACH END @ 12" O.C. N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' 4 d �f .d• .d G d d C G d. d ,Q G d .O d d^ C • ••Ix1 SECOND LEVEL d.' d O #5 TOP w/ STD 90" BEND EACH END @ 12" O.C. #4 @ 12" O.C. ¢; @ 6" O.C. FIRST 4'-0" TEMPERATURE EACH END AND THEN PLAN #5x11 -2 @ 12 O.C. REINFORCING 12" O.C. BOTTOM 4-#6 BOTTOM • 1-#448" VERTICAL1 10" CAMBER + 4 AT MIDSPAN @ 16" O.C. 8" PRECAST LINTEL BM -2 8 w/ 2-#5 CONTINUOUS CAMBER +1/4" AT LONG SPAN Sml 2 L- 5 OFFICE COPY SHEET 12 OF 23 SECTION AT MASTER BALCONY CONCRETE SLAB 12/21/2018 BUILDING PERMIT ISSUE 2 SECTION 1. 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 '— O„ 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSVASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKS�JNVILLc BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217 4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe ' .com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE / - IIS WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 (/L(�w y i OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK- . RAISED SEAL CD cq aMCONd�' 000 CD Q ��NCM� Q C) U o W Q� ^� CDD N � � N 0 d w Q � U - J m Q_ �� LLjE QWWco LL w LL DW w W�(_)ti _U IzUU)Qo J ? J W p O Q W Q W L L LL � U - Z a N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' 4 d �f .d• .d G d d C G d. d ,Q G d .O d d^ C • ••Ix1 SECOND LEVEL d.' d O #5 TOP w/ STD 90" BEND EACH END @ 12" O.C. #4 @ 12" O.C. ¢; @ 6" O.C. FIRST 4'-0" TEMPERATURE EACH END AND THEN PLAN #5x11 -2 @ 12 O.C. REINFORCING 12" O.C. BOTTOM 4-#6 BOTTOM • 1-#448" VERTICAL1 10" CAMBER + 4 AT MIDSPAN @ 16" O.C. 8" PRECAST LINTEL BM -2 8 w/ 2-#5 CONTINUOUS CAMBER +1/4" AT LONG SPAN Sml 2 L- 5 OFFICE COPY SHEET 12 OF 23 SECTION AT MASTER BALCONY CONCRETE SLAB 12/21/2018 BUILDING PERMIT ISSUE 2 SECTION 1. 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 '— O„ 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSVASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKS�JNVILLc BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217 4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe ' .com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE / - IIS WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 (/L(�w y i OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK- . RAISED SEAL EXPOS • G ry w � Y 00 00 ch-, J w0 w Lj J w U) 00 Q�a_ =x P_ LJ O z CL 00 N 4 ROWS 2' SOLID BLOC "x8" SYP NO.1 > OUTLOOKERS @ 24" O.C. 00" SYP NO.2 ING THREE (3) SPACES BACK. THIRD LEVEL ROOF CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x10" P.T. SYP NO.1 @ 24" O.C. t / II II II II II 00 N - IN RIO-l ARINGWALL -JL-- - -IN RIOR �ARING�WALL N4 00 THIRD LEVEL ROOF CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x10" P.T. SYP NO.1 @ 24" O.C. THIRD LEVEL ROOF PREENGINEERED ROOF TRUSSES @ 24" O.C. SECOND LEVEL ROOF PREENGINEERED ROOF TRUSSES @ 24" O.C. FIRST LEVEL ROOF DNVENTIONAL ROOF FRAMING w/ EXPOSED 2"x8" P.T. SYP NO.1 @ 24" O.C. SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. L ------------ —I—� in -----------------I --------�i D II " 11 II N ,n I I I rri N L�-----��------- T- A i I � � I � I I VALLEY AT PITCH CHANGE I I � I I SECOND LEVEL ROOF PREENGINEERED ROOF TRUSSES @ 24" O.C. SECOND LEVEL ROOF CONVENTIONAL ROOF FRAMING w/ EXPOSED 2"x10" P.T. SYP NO.1 @ 24" O.C. _ I oo I — -- -- ---1—.— — =- _- L-�- --ao , I I- --- �• - I —1 i �_--RIQQE- ---7LI 2"x4"x8'-0" SYP NO.2 INSTALL 2"x4" I RIDGE RIDGE j X -BRACES @ 48" O.C. I .•.a I RIDGE BLOCKING I I - - RIDGEI — RIDGE -1--j (TYPICAL) 1 N INSTALL 2"x4" I ---- — I I ------- - -t- RIDGE BLOCKING I I I �1 00 00 (TYPICAL) INSTALL 2"x4" I I STEEL MOMENT FRAME I RIDGE BLOCKING I I. BEARING BELOW I I VALLEY AT PITCH CHANGE 1 (TYPICAL) I I 2"x4"x10'-0" SYP N�.2 00 00 1 X -BRACES @ 48" 01C. 1 N I I I I 04ul Lo 0 I�- NO I ------------ ----- FRAME ROOF rL- _ --_-_ _ I CRICKET w/ I I 4 -------------------- -------- ----------- , , t ----------------- .---------------- - - 2"x4" SYP NO.2 II .------.--F� r � I RAFTERS II I I I I I L—----------------� I I I I I I IT—-- I I I I----_�-=--=- I ----I I I 2"x6" BEARING I I' I I► I I I I I I I I --- WALL BELOW ---- --=- II ---------------_ +-----�------------I—�—II II Ij II I I --=----=---------- ��------------- L--------------- L-------------- ---------------1--------------- —------------ �------------I —J�J1 --- M FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS AND HVAC DUCT WORK BASED ON ELECTRICAL FIXTURE LOCATIONS. SEE ARCHITECTURAL PLANS BRACE BOTTOM CHORDS OF PRE—ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION INSTALL 5/8 CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD �r7/16" OSB SHEATHING COVERED BALCONY CEILING DIAPHRAGM BALLOON FRAME 2"x6" BEARING HEADER BEAMS TO COVERED BALCONY. UPPER CHIMNEY CHASE WALL BELOW BELOW FASTEN w/ 8d COMMON w/ 2"x6" SYP No.2 THIRD LEVEL ROOF PREENGINEERED ROOF SECOND LEVEL ROOF WIRE NAILS @ 6" O.C. STUDS @ 8" O.C. SECOND LEVEL ROOF TRUSSES @ 24" O.C. PREENGINEERED ROOF TRUSSES @ 24" O.C. EDGES AND 6" O.C. FIELD PREENGINEERED ROOF TRUSSES @ 24" O.C. ROOF SYSTEM DESIGN LOADS FIRST LEVEL ROOF PREENGINEERED ROOF TRUSSES: TOP CHORD DESIGN DEAD LOAD CONVENTIONAL ROOF FRAMING psf TOP CHORD DESIGN LIVE LOAD = 20 psf w/ EXPOSED 2"x8" P.T. RAFTER DESIGN DEAD LOAD = 10 SYP NO.1 @ 24" O.C. RAFTER DESIGN LIVE LOAD = 2"x4"x8'-0" SYP X -BRACES @ 48" NO.2 O.C. 1 SEE ARCHITECTURALS FOR SCROLLED RAFTER TAIL. 1 1 psf 2"x6" -1 BEARING 8" CMU BEARING W ALL BELOW a o � WALL BELOW c:) LIJ H N — o ii 8 Fk w o iii II u u I I 1 ii $ II LoII I I i t N I I I I II II I I I I I I II I I VALLEY AT PITCH CHANGE W a rn I 1 11 11 111711 a� <WWILL J I I U) LU_ILL I I I D W I0S ML 2"x4" i RIDE BLOCKIN� (TYPICAL) I I------------ I—'---- -_- -_- - 2 -- I FT U ti �J U rY U cn I I o t� I I �P INSTALL 2"x4" VALLEY BLOCKING I I— (TYPICAL) - �aU)LLI't U) Lu I I z 04 I _ I oo I — -- -- ---1—.— — =- _- L-�- --ao , I I- --- �• - I —1 i �_--RIQQE- ---7LI 2"x4"x8'-0" SYP NO.2 INSTALL 2"x4" I RIDGE RIDGE j X -BRACES @ 48" O.C. I .•.a I RIDGE BLOCKING I I - - RIDGEI — RIDGE -1--j (TYPICAL) 1 N INSTALL 2"x4" I ---- — I I ------- - -t- RIDGE BLOCKING I I I �1 00 00 (TYPICAL) INSTALL 2"x4" I I STEEL MOMENT FRAME I RIDGE BLOCKING I I. BEARING BELOW I I VALLEY AT PITCH CHANGE 1 (TYPICAL) I I 2"x4"x10'-0" SYP N�.2 00 00 1 X -BRACES @ 48" 01C. 1 N I I I I 04ul Lo 0 I�- NO I ------------ ----- FRAME ROOF rL- _ --_-_ _ I CRICKET w/ I I 4 -------------------- -------- ----------- , , t ----------------- .---------------- - - 2"x4" SYP NO.2 II .------.--F� r � I RAFTERS II I I I I I L—----------------� I I I I I I IT—-- I I I I----_�-=--=- I ----I I I 2"x6" BEARING I I' I I► I I I I I I I I --- WALL BELOW ---- --=- II ---------------_ +-----�------------I—�—II II Ij II I I --=----=---------- ��------------- L--------------- L-------------- ---------------1--------------- —------------ �------------I —J�J1 --- M FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS AND HVAC DUCT WORK BASED ON ELECTRICAL FIXTURE LOCATIONS. SEE ARCHITECTURAL PLANS BRACE BOTTOM CHORDS OF PRE—ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION INSTALL 5/8 CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD �r7/16" OSB SHEATHING COVERED BALCONY CEILING DIAPHRAGM BALLOON FRAME 2"x6" BEARING HEADER BEAMS TO COVERED BALCONY. UPPER CHIMNEY CHASE WALL BELOW BELOW FASTEN w/ 8d COMMON w/ 2"x6" SYP No.2 THIRD LEVEL ROOF PREENGINEERED ROOF SECOND LEVEL ROOF WIRE NAILS @ 6" O.C. STUDS @ 8" O.C. SECOND LEVEL ROOF TRUSSES @ 24" O.C. PREENGINEERED ROOF TRUSSES @ 24" O.C. EDGES AND 6" O.C. FIELD PREENGINEERED ROOF TRUSSES @ 24" O.C. ROOF SYSTEM DESIGN LOADS PREENGINEERED ROOF TRUSSES: TOP CHORD DESIGN DEAD LOAD = 10 psf TOP CHORD DESIGN LIVE LOAD = 20 psf CONVENTIONAL ROOF FRAMING: RAFTER DESIGN DEAD LOAD = 10 psf RAFTER DESIGN LIVE LOAD = 20 psf CEILING JOIST DESIGN DEAD LOAD = 10 psf CEILING JOIST DESIGN LIVE LOAD = 10 psf NOTE: SEE ARCHITECTURAL SHEET "ROOF LAYOUT" FOR PREENGINEERED ROOF TRUSS BEARING PLATE HEIGHTS. LOWER AND UPPER ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" - MAIN HOUSE LOWER ROOF FRAMING: PREENGINEERED WOOD ROOF TRUSSES @ 24" O.C. - MAIN HOUSE UPPER ROOF FRAMING: PREENGINEERED WOOD ROOF TRUSSES @ 24" O.C. - INDICATES 7/16" OSB SHEATHING CEILING DIAPHRAGM _F777777771 - INDICATES ROOF OVERFRAMING INDICATES 2"X6" BEARING WALL BELOW NOTE: SEE THE UPLIFT CONNECTOR SCHEDULE ON STRUCTURAL SHEET S-23 FOR THE SPECIFIED HOLD-DOWN HARDWARE /,---4 ROWS 2"x10" SYP NO.2 SOLID BLOCKING THREE (3) SPACES BACK. /,- 2"x " SYP NO.1 EXPOSED OUILOOKERS @ 24" O.C. 12 ---j 6 5 -17 a 0 W Cif D ""-3ply 1.75"x11.25" 2.0E W H PY MICROLAM LVL RIDGE BEAM �a = =U U� a W co mU_ r � Z 0I` a � J a 2"x4"x10'-0" SYP NO.2 X -BRACES @ 48" O.C. 1 -1 0 7/16" OSB SHEATHING CEILING DIAPHRAGM C) TO COVERED BALCONY. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES AND 6" O.C. FIELD COVERED BALCONY HEADER BEAMS BELOW SCALE: 1/4" = 1'-0" 2' 4' 8' ROOF FRAMING PLAN Sml 3 OFFICE COPY SHEET 13 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM 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 SPEED OF 130 MPH. ccJsaie@ ail.com N 9 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE Ah(WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS ANDFLPE. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL o a N N co 00 a o � oowa(o c:) LIJ H N — o NN � W a rn U Q a� <WWILL J U) LU_ILL D W W z U ti �J U rY U cn a W o t� C/)a�-' Wp �aU)LLI't U) Lu z 04 Q W �' d - O 2Ooarn LL �u- Nz� /,---4 ROWS 2"x10" SYP NO.2 SOLID BLOCKING THREE (3) SPACES BACK. /,- 2"x " SYP NO.1 EXPOSED OUILOOKERS @ 24" O.C. 12 ---j 6 5 -17 a 0 W Cif D ""-3ply 1.75"x11.25" 2.0E W H PY MICROLAM LVL RIDGE BEAM �a = =U U� a W co mU_ r � Z 0I` a � J a 2"x4"x10'-0" SYP NO.2 X -BRACES @ 48" O.C. 1 -1 0 7/16" OSB SHEATHING CEILING DIAPHRAGM C) TO COVERED BALCONY. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES AND 6" O.C. FIELD COVERED BALCONY HEADER BEAMS BELOW SCALE: 1/4" = 1'-0" 2' 4' 8' ROOF FRAMING PLAN Sml 3 OFFICE COPY SHEET 13 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM 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 SPEED OF 130 MPH. ccJsaie@ ail.com N 9 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE Ah(WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS ANDFLPE. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL