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659 Beach Ave plans 2nd set PILE " " „ " „ LAYOUT- 1 -0 6 6'-0” 8 -8 12'-2" 12 -2 6'-7" 12 -5 12 -0 6 -0 PILE LAYOUT PILE " " " r co dMc° N � LAYOUT 1 -0 6 6'-0 7'-10 6'-6" 7'-1 9 -2 PILE LAYOUT Q M 04 cV o0 He- NMCfl Up W Q (t Q � ~ c W Q U c p L---------------- I LLU Q LLI W LL .. W 2 _.... N —� —I � W I � W .1 U) ' L.l EL. +17.83 ,NA EDG , OF SLA j :" _� ! _ V Q o e1L� � =1 a m ti +18.93° JGV , 3 j EL +18.00 NAVD I j W Q 0 Q c� Z v~ i I I TOP OF SLAB :: 1 LL d. 11 j4EL. +18.33 NAVD Q Lu o o I I � p o � I E +12.0 N Vd I +19.10' NGVD I TOP OF SLAB � N T,OP OF PILE I BI JT _ (+19.43 NGVD) I — 11 -� W W 2 ' SPA LIGHT r--- r----� r----Z-------------- Z- -- --rL__�� � z POOL LIG T I I --------------------- I I ---- ------- ---- d r...,._. —__ — —__---- .. ------ ------- --- _ : I r _ r- - - ::f; _ _ I � t� r I Y.:;. ::;r.. :.,,, r.........,_ ,., a:,.. .r., ::::::::::r.::::... :I I I I r f------------- -- :_._ - _ �.... J: ......__.____ .._ ._ - - _...:.... I eEnlcH ; aEL. +18.00' NAVD m g I I .,.,. __ EL. 0'-8" I YTOP OF SLAB J � Is G I I I I- In 1 " 5'-0„ $,_4,;,3 '71TE I w m i i o ram,- %F Lo 00 ELEVATOR 12": 5'-3" 18 12" 3'-8" 12" I w Lu o _ ::::: I I PIT I III I EL. +12.00' NAVDL +12.08' NAVD m { - EL. -1 2 Iz ci I Q oo f _ ...... ; -i I , J .:..:-:. ... I 00 z O d I Iy i i TOP OF PILETOP OF PILE � 1 L7 18„ I EL. -2 I 4.::::. N SPA = BENCH .`: I OV I '% i - - '; d <':: I 00 r;: :. I- i, w iv i +11.67 NAVD a _ FOUNTAIN r ._, �:: _ t I w,z , 7 ? 1 TOP OF PILE --- --- r r---- .:.. -- —1 _ _ -- o C� -- -� I r��lrr .- - 1r- ----------I r=. L PB-1PB 1 r I -- -- ------- STEPS ---- ----------------- --- — — --- ----- ----�--- -------- ----------- ---------� , J i i s 0 .................................... ..... ... I s .. .. . ........... I I I � r 1. L...... I I - I I ....._....... „k-�<� s�-=----<-� z --- co ao s7.; St>t�.kNktt : :[': - -- - --� _ t--� ---------- J L� . ._......_. -.- 1...... �- ------- --� Q __ „Vi,µ,, 1................. a..., I PB 3 � - PB 3 1 PB-3 PB-3 EL. +11.40' NAVD EL. +11,25' NAVD EL +11.42' NAVD ' --- - _ O EL. +1 .08' AVD m � m ui o 3 TOP OF PILE TOP OF PILE TOP OF PILE o J TOP 0 PILE J o-NI EL. +18.00 NAVD a m vi I 2 ILL TOP OF SPA WALL c io P- d- aJ �oN 5 �' o -I- �' o o POOL cno o o o i m U 010 a P- u zoom EL +11.75' NAVD v o 0 m POOL DEPTH VARIES I DEEP WELL E ' -5 -0 w o v o `�' � z p m I DO 1 0 W H– O EL. 4 -2 I I N EL. -4' 2" p C) N o TOP OF PILE z0 N o 4 -2 ' TO 5 -0 DRAINS 0 0 0 m i. z � - o o a m > , " 0_ Z U O a0 O c) w � z EL. +11.90 NAVD y w z z o o v N z 1 Q TOP OF PILE � � Q ov was c' @Q j 1 _U P-1 aG o 00 o C " 00 0 ® aD o - P-1 z -----T POOL LIGHT r-----, r-----I r-----I POOL LIGHT r-- -� POOL LIGHT OOL LIGHT --- Z Q ---, r----T , J o Q PB-1 PB-1 PB-1 PB-1 PB-1 ``; PB-1 PB-1 wF- 0 ao EL. +12.08' NAVD EL. +11.90' NAVD EL. +11.60' NAVD 4 EL. +11.30' NAVD EL. +11.40' NAVD 6 y EL. +11.60' NAVD 1 EL. +11.90' NAVD EL. +12.08' NAVD W Q TOP OF PILE TOP OF PILE TOP OF PILE P_2 TOP OF PILE TOP OF PILE S-6 PILE TOP OF PILE P- TOP OF PILE TOP OF PILE Q LAYOUT 1 - 11 -0 11 -0 11 -0 11 -0 11 -6 12 -0 91-01, PILE LAYOUT 2 U 54'-0" 43'-9" W 1'-6" 75'-0" _ m WALL POOL 1 Lo WALLCU 77'-6" POOL AUGERCAST PILE LAYOUT PLAN POOL NOTES: SCALE: 3/8" = 1 -0 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL 51'1Z 12. op WATERPROOFING BUILDING CODES, PRIOR TO BACKFILL REVIEWED FOR CODE COMPLIANCId OF POOL DESIGNED 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND CITY OF ATLANTIC BEACH BY OTHERS + INDICATES 16"0 AUGERCAST EL. -X'-X" INDICATES POOL SURFACE COMPACTED TO A DENSITY OF 95% OF OPTIMUM MODIFIED SEE PERMITS FOR ADDITIONAL / CONCRETE PILE RELATIVE TO THE WATER LINE. STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE REQUIRVAENTSAND CONDITIONS WATERLINE = EL.+O'-0" INSTALLED IN 12" LAYERS. 3) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE REVIEWED6Y:,, �� o CANTILEVERED CONCRETE POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. *SL �T"�t N COPING AS PER POOL ; MANUFACTURER OWNER t., ,/ 75'-0° 1'-0,l WALL WATERLINE TILE EL. +18.00' NAVD POOL EL. +17.25' NAVD AL w E (TYPICAL) TOP OF SPA WALL WATER LINE 12 CONCRETE POOL ~' 18" CONCRETE POOL S GRADE BEAM/WALL w/ `'"-v:.: ..................- .._... . GRADE BEAM WALL w ---------- 1-#4 0 12" O.C. VERTICAL, y # i I 1-#4 0 12" O.C. VERTICAL, SCALE: 3/8" = 1'-0" EACH ""FACE, AND 1-#4 " # `I - 8" CONCRETE POOL SLAB 8 EACH FACE, AND 1-#4 -.... 1' 2' 3' 4' N 0 8 O.C. HORIZONTAL, 1 w/ 1-#4 ® 12" O.C. SHORT o CONCRETE POOL SLAB 0 8 O.C. HORIZONTAL, 04 a EACH FACE .--.---. DIRECTION, TOP AND BOTTOM, I w/ 1-#4 ® 12 O.C. SHORT EACH FACE. L.................... OIL EL. +13.08' NAVD AND #4 ® 8" O.C. LONG `° DIRECTION, TOP AND BOTTOM, EL. +13.08 NAVD BOTTOM OF POOL DIRECTION, TOP AND BOTTOM " - -'--- -- ' I EL. +12.25 NAVD AND #4 ® 8 O.C. LONG BOTTOM OF POOL BOTTOM OF POOL DIRECTION, TOP AND BOTTOM I f POOL , 3 i EL. +12.08: N.A�1D1.� EL. +11.90' NAVD ` . r.._, ; i.:. ':::: ::I_ ;..v....,.... _ _,, w. ., ERCAST PILE ...... TOP OF PILE, . , ; , t I I I ., ; ....?,. EL. +11.40 NAVD -- - EL +11.58' NAVDt``_.W :'.m.....I L. +11.42' NAVD j `- === f EL. +11.67' NAVD j -j f TOP OF PILE - ! : I EL. +11.75 Ni V€J E FOUNDATION 3-#4 EACH WAY11-1--i : - TOP OF PILE M OF POOL TO F PILE EL. +11.60 NAV I ' TOP OF PILE I i....;...., , TOP OF PILE v ;. : : ; ; .._ .. ; ,.... +1 08' N - - ABOVE PILE ' j ` ! ; i TOP OF PILE SLAB O ELL PLAN 16 0 AUGERCAST ; I ; I EL. +11.25 NAVD ? ,....i_..} I EL. +12.00' NAVD AVD 0 j I T P OF PILE 2 -0 x2 -0 x1 - I C? CONCRETE PILE ! z I i I`_. 14 i TOP OF PILE DEEP WELL a.. J ' r-- i TOP OF PILE - - 1 CAP AT SINGLE OOL ` BEYOND I , DRAINS i I 16"0 AUGERCAST 16 0 AUGERCAST ' i PILE, SEE PLAN jF0�2116"0 AUGERCAST I CONCRETE PILE -- CONCRETE PILE m T LOCATIONS I ; € ` ._ .... I I ` BEYOND16"OAUGERCAST I j I ; I „ CONCRETE PILE I I BEYOND I ;. . 16 0 AUGERCAST ;. ,16 0 AUGERCAST 16 0 AUGERCAST € BEYOND I I I ? ' 16"0 AUGERCAST - " "- CONCRETE PILE r 16"0 AUGERCAST I : ; I CONCRETE PILE € I CONCRETE PILE I CONCRETE PILE j I CONCRETE PILE BEYOND CONCRETE PILE w` I BEYONDpml I BEYOND BEYOND i i BEYOND -= : I - - „., p i " r� j 6-#5 x 30'-o LON I ; 03/05/2015 W/ 3 TIES ® 12" ; O.O-I ,........, I 3 , I . ._..7._.., � ; � ;r– -- j BUILDING PERMIT ISSUE ' .�...i .f _ I I E _ EL - -41 15.00' A L i i CHRISTOPHERC.KATHE INC. „ --p i I 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS �' `" - - { ' ..:.' s._ .__p ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER BTM OF PILE ...- ^,.. �bf,.....J "W ` ` ,�i:..x/ 420 OSCE AVENUE ^-✓ 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSON 1 32250 WITH CHAPTER 26,ANSUASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS LONGITUDINAL CROSS SECTION AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED "808)2174 07 ckethe(i�g m C WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 1 SECTION 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE It y " ' INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE P-1 SCALE: 3/8 1 —0 WITH SECTION 6OFTHE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. Y FLP.E.36820 � Bim' 3'-8» 3'-0" EL. +17.75' NAVD OPTIONAL CONSTRUCTION #5 ® 12" O.C. TOP N TOP OF COPING JOINT/COLD JOINT w STD 90' BEND N Q co m o / 12 12 12 00 acr) oN "to EL. +17.75 NAVD 4 COP 12" O.C. j STUCCO FINISH AS PER STEP STEP STEP Q 0 U o W Cr) m CANTILEVERED TOP OF COPING # CONCRETE COPING TEMPERATURE #4 ® 36 O.C. HORIZONTAL I �ARCHITECTURAL PLANS __ oLu 0 F_ N EL. +17.25' NAVD REINFORCING 9" ICF WALL W 1- 5 VERTICAL W Q = c O o AS PER POOL EL. +17.25 NAVD 0 0 c MANUFACTURER/OWNER #4 CcD 12" O.C. # W U o m CaP24" O.C. � � auiw � X WATER LINE WATER LINE TEMPERATURE Q i W 0) w = LL 16" CONCRETE POOL #5 ® 12" O.C. TOP REINFORCING J 1-#5 VERT. DOWEL ® 24" O.C. W ui W Ix Q CN GRADE BEAM/WALL w/ w S in w/ STD 90° BEND INTO GRADE U WATERLINE TILE WATERLINE TILE / TD 90° BEND 1 3 SPAN OF REINFO CING a I BEAM ALIGNED w/ ICF WALL J 0_ - W 1-#4 ® 12" O.C. VERTICAL0 c. , / ; U cA EACH FACE, AND 1- 4 „ REINFORCING ABOVE co Q J m # 12 CONCRETE POOL 2-#4 SUPPORT I W ❑ 0 p 0_ W N in ® 8" O.C. HORIZONTAL, GRADE BEAM/WALL w/ """"' -""" _ o EACH FACE. 1-#4 C� 12 O.C. VERTICAL, 6 STRUCTURAL SWIMMING 1 _ _.._.__...__......._._:�.. _:.— " _SEL. +18.33' NAVD ! � � U WZ 'a' POOL / / / / EACH FACE, AND 1- 4 _ EL +17.25' NAVD 0_ \ \ \ # CONCRETE SLAB io YTOP OF SLAB ---30 J g O o F- rn /i i1 #4 TOP ' BENT BAR W Q J N ® 8 O.C. HORIZONTAL, N LWATERLINE � LL. W 2 EACH FACE. #5 ® 12 O.C. TILE w/ 90' BEND AT ONE Z 0_ �F 1 -4 1'-0" BOTTOM #5 COP 12 O.C. BOTTOM END, ® 12" O.C. WATER LINE PB-1 SWIMMING Lu #4 VERTICAL POOL 24" LAP 4 BOTTOM "BENT BAR- E ® 12" O.C. PB-2 GRADE BEAM # EL. +13.08' NAVD ` 6 STRUCTURAL CONCRETE " BOTTOM OF POOL BEYOND C9� 12 O.C. SLAB 8" CONCRETE POOL SLAB #4 HORIZONTAL 16" A i�PILECAP If ao STEPOLI NSTI LLED RAT E RE 1—#4 ® 12" O.C. SHORT ® 8" O.C. BEYOND EL. +15.83' NAVD ,\/\\ TIME OF PO L SHELL DIRECTION, TOP AND BOTTOM, C. BOTTOM OF GRADE AND #4 ® 8" O.C. LONG J BEAM // 4 I » N ui DIRECTION, TOP AND BOTTOM 3— 6 CONTINUOUS TOPTAND BOTTOM cn # 1 2'-8"d x 1'-4"w GRADE BEAM 1 —4 �j # 8 O.C. w AT BOTTOM OF REINFORCED W/ 4-#6 TOP AND OPTIONAL CONSTRUCTION �\ POOL WALL 8" CONCRETE POOL SLAB 4=#6 BOTTOM W/ #3 STIRRUPS JOINT/COLD LD JOINT \� ao w 1— 4 ® 12" O.C. SHORT � . . . . /� ¢ / # -" ® 6" O.C. FIRST 4'-0" EACH END, o DIRECTION, TOP AND BOTTOM, - THEN ® 12" O.C. AT MIDDLE , \ w a LOCATE ALL LAP SPLICES WITHIN AND #4 ® 8 O.C. LONG 3 I \ #4 TOP "BENT BAR„ Q DIRECTION, TOP AND BOTTOM M d THE POOL SHELL SLAB. AVOID ---- ® 12 O.C. LAP SPLICES WITHIN THE POOL SHELL WALLS. 2'—O"x2'-0"x1'-0"dt PILE ___ . 16"0 AUGERCAST {{ \ 24" L #4 @ 8" O.C. LONG O 0 1 I ; DIRECTION, TOP AND BOTTOM J CONCRETE PILE CAP AT SINGLE PILE, BEYOND I I 1 V". 3-#4 EACH WAY ABOVE PILE SEE PLAN FOR LOCATIONS 1 J 1, 4„ 16"0 AUGERCAST „ 00 U CONCRETE PILE w/ WATERPROOFING 1 4 1 //�//� , / `o a 1'-0” 1'-0" 6-#5 x 30'-0” LONG OF POOL DESIGNED 1'-0" 1'-0" o m w/ #3 TIES ® 12" O.C. BY OTHERS t U 2'-0" 2'-0" 1'-6"d x 1'-4"w GRADE BEAM #4 BOTTOM REINFORCED w/ 4-#6 TOP AND 1'-4„ ® 12" O.C. z 4-#6 BOTTOM w/ #3 STIRRUPS a PILE CAP AND GRADE BEAM GRADE BEAM AND SLAB 6 �HENFIRST I®S 2" O.C. AT MIDDL4'-0" EACHDE PB-3 �' ��- a AT SWIMMING POOL SOUTH EDGE AT SWIMMING POOL EAST EDGE GRADE BEAMS AND SLABS AT SWIMMING POOL STEPS ry U. 1 SECTION 2 SECTION z 3 SECTION z P-2 SCALE: 3/4" = 1'-0" P-2 SCALE: 11/4" = 1'-0 wP-2 SCALE: 3/4" = 1'-0" Q FOYER 9" ICF WALL W/ 1-#5 VERTICAL STUCCO FINISH AS PER Z a ® 24" O.C. 1� ARCHITECTURAL PLANS m #4 ® 36" O.C. HORIZONTAL 1-#5 VERT. DOWEL ® 24" O.C. 0 0) W/ STD 90° BEND INTO GRADE #4 @ 12" O.C. D BEAM ALIGNED W/ ICF WALL TEMPERATURE ¢ REINFORCING ABOVE #5 0 12" O.C. TOP REINFORCING � � EL +17.25 NAVD W/ STD 90' BEND in j ISLAND TERRACE 1/3 SPAN OF REINFO CING w E I CL_ - OPTIONAL CONSTRUCTION EL. +17.75 NAVD WATER LINE 2-#4 SUPPORT N TOP OF SL NAVD JOINT COLD JOINT # / TOP OF COPING ...... TT.: - ia7 A #5 0 12" O.C. TOP L_._._ EL. +17.83 NAVD CANTILEVERED SLOPE w/ STD 90' BEND EDGE OF SLAB EL. +17.25' NAVD CONCRETE COPING N ;..........._. ..............._......... 4 OR COPING AS PER POOL ro 11 - MANUFACTURER OWNER I #5 @ 12" O.C. BOTTOM -Z V- MANUFACTURER/ OWNER LINE iv 6" STRUCTURAL CONCRETE #4 ® 12" O.C. \\� \\ 16" CONCRETE POOL "-\ N SLAB TEMPERATURE \ GRADE BEAM/WALL W/ #4 TOP BENT BAR REINFORCING �\ 1-#4 ® 12" O.C. VERTICAL, ® 12" O.C. MONOLITHIC CONCRETE GRADE v �`�� SWIMMING POOL EACH FACE, AND 1-#4 a W E BEAM, SEE PLAN 6 STRUCTURAL \\ - # w 1 CONCRETE SLAB / ® 8 O.C. HORIZONTAL, co #4 TOP "BENT BAR" 2'-6"d x l'-4"W GRADE BEAM #5 ® 12" O.C. TOP o EACH FACE. � ® 12 O.C. S REINFORCED W/ 4-#6 TOP AND 1'-4" // /\/\/\� / #3 STIRRUPS #5 ® 12 BOTTOM w O.C. BOTTOM 4—#6 nI �i #4 COD 8» O.C. LONG #4 ® 8" O.C. LONG � PB-1 PB-1 \�\���/ ® 6" O.C. FIRST 4'-0" EACH END, `�/ 1'-4 7'-2" d 1'-4" �\\ DIRECTION, TOP DIRECTION, TOP AND BOTTOM SCALE: 3/4" = 1'-0" THEN @12" O.C. AT MIDDLE EL AND BOTTOM+15.83' NAVD � _ GLR 1' 2' BOTTOM OF GRADE �#4 VERTICAL w #4 VERTICAL cO4 BOTTOM "BENT BAR" _ BEAM ® 12" O.C. E! @ 12" O.C. # ' 00 - #4 HORIZONTAL `V ® 12" O.C. ® 8" O.C. #4 HORIZONTAL \� o 8" CONCRETE POOL SLAB r® 8" O.C. M POOL WATERPROOFING W/ 1-#4 @ 12" O.C. SHORT OF POOL DESIGNED DIRECTION, TOP AND BOTTOM, #4 BOTTOM "BENT BAR"1'-4" BY OTHERS 3-#6 CONTINUOUS AND #4 ® 8" O.C. LONG ® 12" O.C. SECTIONS AND AT BOTTOM OF 1'-6"d x 1'-4"w GRADE BEAM DIRECTION, TOP AND BOTTOM 3- 6 CONTINUOUS REINFORCED w/ 4-#6 TOP AND POOL WALL AT BOTTOM OF 4-#6 BOTTOM w/ #3 STIRRUPS PB-3 DETAILS _ _ 00 POOL WALL COP 6" O.C. FIRST 4'-0" EACH END, THEN ® 12" O.C. AT MIDDLE GRADE BEAMS AND SLABS AT - --- ----- -- \ \\ ISLAND TERRACE AND SWIMMING POOL ---- LOCATE ALL LAP SPLICES WITHIN GRADE BEAMS AND SLABS ---- THE POOL SHELL SLAB. AVOIDAT SWIMMING POOL STEP DOWNS SECTION LAP SPLICES WITHIN THE POOL 2'-0"x2'-0"x1'-0"df PILE Pm2 4 SHELL WALLS. CAP AT SINGLE PILE, 5 SECTION SEE PLAN FOR LOCATIONS 03/05/2015 P-2 SCALE: 3/4" = 1'-0" 3--#4 EACH WAY ABOVE PILE P-2 SCALE: 3/4° = 1'-0" 1' 4" 1.. 4„ 16"0 AUGERCAST BUILDING PERMIT ISSUE CONCRETE PILE W/ 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. 1'-O" 1'-O" ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL,EMGINEER 1'-O" 1'-0" 6-#5 x 30'-0" LONG azo os �P AVENUE w/ #3 TIES ® 12" O.C. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSO EA ,, Bi�32�9Q 2'-0" 2'-0" WITH CHAPTER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS .,..'(806)217-x707 ' AND OTHER STRUCTURES".TO WITHSTAND THE WIND LOADS ASSOCIATED ' ockathe@gmall.com WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. •,i, 1 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE _ ! INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE F- WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. .820 CD N 18" 5'-0,. 8'-4" 12" 5-3" 18" 12" 3,_81, 12» Q M d M mo N WALL 00clj r _ _.._.... WALL BENCH WALL STEP Q U o W M co . p eCD It co ~ _❑ N WQ2g (Ao0 C C) a � QiLiw � >< EL. +17.75' NAV WATERPROOFING f EL. +23.92' NAVD 4 ® 12" D.C. = Z W Z = c� TOP OF COPIN OF POOL DESIGNED W W F- U LL BY OTHERS FOUNTAIN TOP OF COPING TEMPERATURE ❑ LLW BEYOND ANTILEVERED CONCRETE REINFORCING (L - W ti CD CANTILEVEREC OPING AS PER POOL POOL ISLAND TERRACE U ? U to Q CONCRETE COPIN 8" SLAB 6" SLAB m #4 TOP BAR w/ 90° BEND ANUFACTURER #5 TOP W a ❑ Q U) W N AS PER P00 AT ONE END, C� 8" O.C. EL +17.25' NAVD /OWNER OPTIONAL CONSTRUCTION MANUFACTURER/OWNE EL. +1 25 NAVD ® 12" O.C. 2 - N 0 - z ' . . . . . . - #4 TOP "BENT BAR" WATERLINE JOIN 0 W Wo d o " 1/yq T/COLD JOINT . , �.. . .. ILE -... , ,. ® 8 O.C. WATER LINE ......... .. .......... . ............w EL. -0-8 W Q -� CN WATER LINE LL- Z d EL. -1'-2" r 24" LAP a 00 J BOTTOM \� I 1 #4 F EINFORCING 0 12's O.C. SPA `° W, . • • # \\ �� T 00 # ........ ......:EACH FACE EACH WAY 00 i� ® 12 O.C. 18" CONCRETE POO I t BENCH 001 GRADE BEAM/WALL w N ,f -H 4 TOP 1'-4" 1-#4 ® 12 O.C. VERTICAL 4 TOP I -H 18" wide MONOLITHIC # 1'-6"d x 1' 4"w GRADE BEAM # EL. -2'-8" `, iv CONCRETE BENCH w ® 12 O.C. REINFORCED w 4-#6 TOP AND EACH FACE, AND 1-#4 @ 12" O.C. I I / #4 BOTTOM PB-3 4-#6 BOTT M w # ® 8" O.C. HORIZONTAL, `;, ih #4 REINFORCING / #3 STIRRUPS EACH FACE. #4 BOTTOM % ® 12" O.C. EACH ® 12" O.C. ® 6" O.C. FIRST 4'-0" EACH END, ® 12" O.C. WAY, (TYPICAL) THEN ® 12" O.C. AT MIDDLE #4 VERTICAL 00 12" LOCATE ALL LAP SPLICES ® 12" O.C. #4 BOTTOM "BENT BAR" LAP 1-#4 REINFORCING 12 WITHIN THE SPA SHELL 8" CONCRETE POOL SLAB LONG DIRECTION ADD �8" CONCRETE POOL SLAB ® 8" O.C. TOP AND LAP SLAB. AVOID LAP SPLICES w/ 1-#4 0 12" O.C. SHORT #4 HORIZONTAL ® 8" O.C. WITHIN THE SPA SHELL Q BOTTOM DIRECTION, TOP .AND BOTTOM, � #4 BOTTOM w/ 1-#4 ® 12" O.C. SHORT WALLS AND #4 ® 8" O.C. LONG ® 8" O.C. DIRECTION TOP AND BOTTOM ............_ ,_....:._.. ......_..------., - . " 8" POOL SLAB DIRECTION TOP AND BOTTOM 3-#6 CONTINUOUS _..�"... -�...���`G:--L�+16-�.__.............__..._ ,.......,.__._ ........_..__.._ N FRONT DIRECTION, TOP AND BOTTOM - AT BOTTOM OF __... ............. _ POOL WALL ..._..._..._. ,......_ __.,....__.._......._.......__._.�.._......._._ __. ........_._._.._........___...._. 8" CONCRETE SPA SLAB 0 -- EL. +12.08' NAVD L_....._€ _._.__....... LOCATE ALL LAP SPLICES WITHIN ( ..........I..........f ; w/ 1-#4 REINFORCIT�TG ........ _...._. ........_, ....... .............__ .........._ 2 THE POOL SHELL SLAB. AVOID TOP OF PILE - "` I , E ® 12 O.C. TOP AND _ _.._. ,� LAP SPLICES WITHIN THE POOL , _.. ._.W,___....;__. _. ._, BOTTOM r SHELL WALLS. --- --_ I EL +11.510' NAVD ___ ..._._ :, I I --- --- EL. +11.60' NAVD W TOP OF f ILE 3-#4 EACH WAY ABOVE PILE 2'-0"x2'-0"x1'-0"d PILE I ' I € EL +11.75' NAVD ? ' TOP OF PILE 1 - AEL. +11 40 m CAP AT SINGLE POOL € I TOP OF PILE TOP OF PILE (, VD PILE, SEE PLAN FOR i i J 16"0 AUGERCAST -__.. .. J -------- 16"0 LOCATIONS J / CONCRETE PILE I I CONCRETE PILE 16"4 AUGERCAST i( AUGERCAST f �� IN z IN FRONT CONCRETE PILE I 1 € 16 0 AUGERCAST ? N FRONT FRONT J „ ,.._...>L.._....1, 1 CONCRETE PILE 16 AUGERCAST IN FRONT E --- --- CONCRETE PILE w/ � ; I � I � Q 6-#5 x 30'-0" LONG Ldw/ #3 TIES ® 12" O.C. ....._._ . 3 ry i , i ! 3 0 s ........ , € I 1 Lo 3 I E E i I € € i E ( a z E EL. -15.00' NAVD --- BTM OF PILE I I € EL. +17.25' NAVD SECTION THROUGH POOL SPA #4 TOP BAR w/ 90' BEND AT ONE END, ® 12" O.C. 1 SECTION N WATER LINE P-3 SCALE: 3/4" = 1'-0" ii #4 TOP. "BENT BAR" W E ® 12" O.C. S #4 8" O.C. 00 TOP AND BOTTOM MAINTAIN R 8" CONCRETE POOL SLAB SCALE: 3/4" = 1'-0" CONCRETE COVER • 0 AROUND OPENING r------- - ---- ___ w/ 1-#4 ® 12" O.C. SHORT , #4 ® 8" O.C. LONG 1 I -} - DIRECTION, TOP AND BOTTOM, 1 2 DIRECTION, TOP AND BOTTOM N I i AND #4 @ 8" O.C. LONG » » ; I DIRECTION, TOP AND BOTTOM #4 TOP BENT BAR • C� 12 O.C. I ; ADD 4pcs #4 x 3'-0" 24 AP I DIAGONALS AROUND DEEP POOL o #4 BOTTOM "BENT BAR" #4 8" O.C. LONG 1 WELL DRAIN OPENING, ® 12" O.C. DIRECTION, TOP AND BOTTOM ___ I 1 TOP AND BOTTOM SECTIONS AND LR DETAILS DEEP WELL I co DRAIN EL. -5-0" (EL. +12.25' NAVD) • DEEP WELL DRAIN OPENING REINFORCING 1'-6"d x 1'-4"w GRADE BEAM 1'-4" #4 BOTTOM "BENT BAR" 3 SECTION 12 O.C. P-3 REINFORCED w/ 4-#6 TOP AND P-3 1' SCALE: 3/4" = -0" 4-#6 BOTTOM w/ #3 STIRRUPS PB-3 ® 6" O.C. FIRST 4'-0" EACH END, 03/05/2015 THEN ® 12" O.C. AT MIDDLE BUILDING PERMIT ISSUE p FESTABLISHED S ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C_KATHE,INC. GRADE BEAMS AND SLABS D IN SECTION 628-33 FLORIDA ADMINISTRATIVE CODE. .CONSULTING STRUCTURAL ENGINEERIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420bt PEOLA AVENUE.AT SWIMMING POOL STEP DOWNS JACKS LH,FLbRUDA32250TER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOCIATED217th ma0mlee2 SECTION IMUM BASIC WIND SPEED OF 130 MPH, 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE P-3 SCALE: 3/4" = 1 -O" INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE �� WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND d OTHER STRUCTURES"MENTIONED IN NOTE 2. • .,A`''''Y 6.3662j��. "it. 92'-0" m N NC.0 co OO dce) 0Nqt ' » 0 N 81 ' 4„ » „ » 10 » 8" Qo WowMC PILE LAYOUT 1 -0 12 -2 12 -2 12 -,36 -9 12 -012 -0 12 -0 10 -8 1 0 H ❑ N PILE LAYOUT 0 H 26'- 1/2" 4'-11 1/2" 4 W Q U co O 0 SHOWER RECESS TOP F LAB 3/4" O_ w < iu W LL ILL STEP-DOWN l'-4"w x 2 -6 d S_g AT SLIDING D OR VERIFY j � Q cq w ' EXTERIOR GRADE __. .... . .. WIDTH OF RECESS. p U � LU LU Q N CD O BEAM 4 5 ry i „ » , _ w #5 w/ STD 90° BEND 1 1 -4 w x 2'-6"d 4 5 5 w STD 90° BEND 1 -4 I x 2'-6"d _ EL. +17.83' NAVD J d J I- w ti _j>_ S-5 S_rJ » < N RTH' # / € NORTHEAST i o J 1'-4"w x 1'-10"d AT TOP ® 12 O.C. EXTERIOR GRADE S-5 S-5 W S-6 s EPs II �AT TOP C(D 2" O.C. EXTER{OR GRADE srEPs EDGE OF SLAB Q w N (TYPICAL) , BEAM I BEAM (+18.93 NGVD) - 0 - o EXTERIOR GRADE _ _._.. .._..... ._ .......__......._............._... __ (TYPICAL) w = __._... ., ,I PIC Q 0 _ BEAM __._.:: ................ __.___.._ _ O o W O .. .................. ..............., ... 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III w wo , I- o _ O £ ,. {�.�,,�;;;;::.,�;,,,, -----i.", �„ .,,,..,,,`..� I IE ; 1 `;� _� ..I a vs Do � I (TYPICAL) 1 I _ ao 6 Of z `� I- I ...r 3/2 STEP ---- ------ -. ....._... - -I I ;,I M Ifa„ , j cn � J � I 5" STEP I I ( 1 S-5 E- ' I m I- 5 T P N (n I „� I cn I �, o 0 0 #» DOWN AT #5..,®18 0. I I; Islam I w L' o w w o I I „ r, I z � ® ® 12 O.C. _ # 1111 I B I- o _ I _j I I 1 -4w x 1 -4d m I (o SHOWER � fTO I - o I- o _ I o S-2 I O U I !Jill (O I q i W N H W N N I Er ' SLOPE 2» 0 n> O li o w (TYP CAL) ,vu, ,{::::; oc z ,: :-::,:::::::::::,I:::: I z P I ,:.. I _ III EXTERIOR GRADE .. ....._,.;,,,,,,,,,y.............. ......_......_. ,..."y wq:. _._. I 3 i. ;=:�-fs'8:::::::::::; (?""`T�""° Ir F.'=: � rr'-......._ ._ m I !,. I m 1.._...._.__._.... --_-- o O I - .u......,,�,., - y 'J"ADD 4 5 I , I $ z � ® � o BEAM N EL. +16.20' NAVD 1PC (o 0 1PC I , g -- ._._ Do EL. +18.00 NAVD ~„T-~~ , , SINK ; 1P sINK 1PC I o c� srvl< o _..__ __.,....._" 1 a G r BOT M 1 w I �I 9 TOP OF PILE Z-----------------r--r' %I--- . m -- " ` ----�-- ----- ---� o (n ' I i r ; - 0 Ld 0 I �EL. +17.91 NAVD TOP OF SLAB I _ _ I ! I "::w N,,,,,, i" �,, , _ ,,,,,,,, ,,,,, , .,. „ _..- ? T ; I € (+19.10' NGVD) I ----- - -- I ---- --= .= - =_ I I I - wr \; ' OP OF SLAB 1 EL. +17.75 NAVD EL. +17.83 NAVD f -------- ti. t- r I L�� - �.- ---- - E i « ISIaNu 5 OP c° o S-5 I +19.01' NGVD iN EDGE OF SLABCO V) Do 7 cB-3 ,/ c: - , I ;'_ . .., I I Ig,y'€ ( ) III EDGE OF SLA / , , . . .._. . . I +18.85 NGV 2v +18.93 NGVD l Q n/ • ADD 4-#51I , I I 1 w.c. ? sl K+;s',5 \i III =� '� 'e 1.PC ...... .... ._ 1 EL. +18.33 NAVD 1PC I I F1 PC I I ( ) .....:......................................?._..i.......,._ .I I -I o BOT OM 1 -- I r -- , I I ; . o 2 1 ( ' T7"II 2 5 3 - -- ------L . a.�. .. (T CFAL) --- -- s ---------------- --------- --�-s1_ i .,f. G ; i i , , s ,t YP ,� T OF SL B 1 I __ W._W_..._ .._ -----__-- \ L -- I � LL "` I I I " I _ _ I I I Z s r � _j G13-5 __ ,,, ........ ........10 .. 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D E I V __. T ��111~ � W.,�, o I BEAMIOR GfaA _ ._L.,..........-..................._........;......,.........: d• , II .� ! Imo'"-��E ,. � - , » I I ° -z Z � ® m Z F- ® O 8 � yl�.i (O (9t -� I N Q BENCH EL. + 4. 0 NAVD 5" , .. , . ,5 -6 I I I. . o o o m 13 W 17 I _ EL. +1A.00' NAVD E . +fA:00' .4'40VD5 OP OF PILE STE 7 Ili i \ a ' v w � #5 w/ STD 90° BEND o L S-5 l %# . +17.91' NAVD /f I EL iAR E�EVATOkt # n .y �� �..k I /.: I I S-6 m I , / I";..Jf ', 3 S 4 „_ - T TOP ® 12 O.C. .... I TOP OF SLAB II TCP OF PILE TOP F/ P.1 E _ I I I I\ q l'i I I C9 0 I 3 ........._�. _o ---""' m' PIT . 5E UIPME�JTI 'I m _I i� 33 sPA »i S-6 Icy' �I I I € l1I (' (TYPICAL) i I (+19.01 NGVD) ;I U I I I ;1 1PC 1PC 1PC 1PC I%;,Y SIMILAR, 1PC II I r a €. h � � 0 i PPC II FOUNTAIN 1 ,; , , KERN GAS ij' , , " ± iEL. +16.20 NAVD Z n ISLAND TERRACE - ce-7 1 - --� - FIREPLACE Qi6-21 �r1 I GB-3 r1- r' -- -- I - - - --- ------------ - c6 7- r f? "' _.�: __ ;TOP OF PILE Q _.,- _._ s GB 7 2 y,,,,,,,,,,,,,,,,,,,,,, , z :::m ( . 1 1 J I 3 PB 3 PB 1 B 1 ......,.,. ___ " :.. _.... _ - _ 5 3 EL. +11.42' NA'✓D #5 ® 8" O.C': .... EL. +12.00' NAVD --... _.__ _...... scRaL - �1'-4"w x 1'-6"d ? _........_ _° Q P-2 P-2 T P F PILE BO TOM TOP OF PILE 1 5" 5 INTERIOR GRADE `I +17.75 NAVD EL. +12.08 NAVD EDGE OF SLAB W o SfiEP .-_." 1 STEP BEAM l } NOTE: SEE STRUCTURAL TOP OF PILE (+18.85 NGVD) Q I N .._.., J �...., J � J nm SWIMMING POOL SHEET P-1 FOR SWIMMING EL. +11.67' NAVIJ SWIMMING POOL I I cn w I In S�Oo mil ( (o Z \� (�: ry W w POOL LAYOUT AND DESIGN, P OF PILE 2 a o I 2 -I AND AUGERCAST PILE p_ (o (0 2 31 ? S-2 I REQUIREMENTS aI 1'-4"w x 1'-4"d 00 Q 1PC : 1PC 1PC - 1PC DEC] P fir--� GB-6 �r_I_� cEs-s F1 PC] �l BEAM EXTERIOR GRADE U _ _ I--- -_------_-1 -------------- r4---_-- -I POOL WALL PO L WALL I - - - I I I .,, . .. ........ ... . . Ila P -1 PB-1 p3_1 PB-1 PB-1 i. PB-1 PB-1 P m [.. » » #5 w/ STD 90' BEND EL. +17.75 NAVD 1 4 w x 2 -6 d 1 0) 4 6 1 AT TOP ® 12" O.C. 4 EDGE OF SLAB EXTERIOR GRADE =o Lo P- S-6 EL. +11.60 NAVD P- EL. +11.90 NAVD (TYPICAL) S-6 (+18.85 NGVD) BEAM a (p TOP OF PILE TOP OF PILE L EL +12.08' NAVD w TOP OF PILE J o.. PILE LAYOUT 1' 0', 8'-8" 12'-2" 12'-2" 6'-7" 9'-5" 12'-0" 9'-0" 9'-0" 9'-0" 10'-8" 0„ PILE LAYOUT 9'-4" 30'-3" 9'-5" 51'-8" 100'-8,. EL. +16.67' NAVD WIDTH TOP OF PILE HOUSE CONCRETE GRADE BEAM SCHEDULE AUGERCAST PILE FOUNDATION PLAN SPILE EECHE VERTICAL #5 REINFORCING BARS FROM o SEE SCHEDULE N THE AUGERCAST CONCRETE PILE SHALL GRADE BEAM BTM LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES SECT. SCALE: 1/4" = V-0 I i� HAVE STD. 90° HOOKS OR BEND OVER iv BEAM SIZE ELEVATION REMARKS ..,..; INDICATES 1 -6 w x 1 -1 d INDICATES RECESS „ INTO THE PILE CAP. EXTEND VERTICAL BOTTOM TOP MIDDLE SIZE SPACING TYPE NO• 16 0 AUGERCAST W E #5 PILE REINFORCING BARS 24" MARK w x d (NAVD) BAR REF. , El GRADE BEAM TOP OF SLAB 3'/2" MINIMUM. ABOVE TOP OF PILE. GB-1 16" x 30" EL. +15.83' 4-#6 4-#6 - #3 6" O.C./12" O.C. 2 N/S EDGE 5/S-5 NOTES: PILES, SEE DETAIL 1/S-1 S (TYPICAL ALL LOCATIONS). 1) 'H' DENOTES 180° HOOK AT BOTH ENDS of ALL BARS. GB-2 16 x 18 EL. +16.83 4-#6 4-#6 - #3 6 O.C./12 O.C. 2 STEP-DOWN 3/S-5 I I INDICATES 16"0 AUGERCAST I I INDICATES 16"0 AUGERCAST 2) SEE PILE CAP PLAN ON SHEET S-1 FOR DIMENSIONS + CONCRETE PILE. TOP OF CONCRETE PILE. TOP OF TO CENTERLINES OF PILE CAPS. SCALE: 1/4" = 1'-0" GB-3 16" x 18" EL. +16.83' 4-#6 4-#6 - #3 6" O.C./12" O.C. 2 INTERIOR 2/S-5 �_ _� PILE EL.+ 16.67' NAVD L_ _� PILE EL.+ 15.10' NAVD 2' 4' 8' PILE CAP SCHEDULE GB-4 16" x 22" EL. +16.50' 4-#6 4-#6 - #3 6" O.C./12" O.C. 2 FRONT WALL 6/S-5 _ _ _ _ REINFORCING w/16" AUGERCAST PILE MARK LENGTH WIDTH DEPTH LONG SHORT w/ 6-#5 x 34'-0" LONG GB-5 16" x 16" EL. +16.40' 5-#6 5-#6 - #3 6 O.C./8" Q.C. 2 EAST LOGGIA 3/S-6 I I INDICATES 16"0 AUGERCAST j j INDICATES 16"0 AUGERCAST w/ #3 TIES ® 12" O.C. : CONCRETE PILE. TOP OF CONCRETE PILE. TOP OF 1 PC 2'-0" 2'-0" 2'-0" 3-#5 3-#5 , » „ GB-6 16" x 30" EL. +15.25' 4-#6 4-#6 #3 6" O.C./12" O.C. 2 N/S LOGGIA 4/S-6 L_ _� PILE EL.+ 15.67 NAVD L- _� PILE EL. +16.20 NAVD 2PC 5 -0 2 -0 2 -0 3- 5H 6-#5 MAIN HOUSE 6-#5 x 34'-0" INTEGRAL W PILE CAP DETAILS H GB-7 16" x 32" EL. +15.83' 4-#6 4-#6 - #3 6°' O.C./12" O.C. 2 6/s-6 AUGERCAST PILE 00 #3 TIES POOL WALL I ® 12" O.C. GB-8 16" x 30" EL. +15.83' 4-#6 4-#6 #3 6" O.C./12" O.C. 2 ISLAND TERRACE 7/S-6 2 DETAIL FOUNDATION M S-1 SCALE: 1/4" = 1'-0" PLAN CLEAR COVER SCHEDULE PILE SECTION TOP DESCRIPTION BAR BOTTOM BAR Q SCALE: 1/2" 1'-0" HOUSE GRADE BEAMS 2" 3" TYPICAL BEAM STIRRUP & TIE TYPES S- 1 TYPICAL 16"b AUGERCAST PILE MAIN HOUSE STRUCTURE osros/2o1s BUILDING PERMIT ISSUE NOTE: SEE ARCHITECTURAL DETAIL SHEET A-6 FOR ADDITIONAL 1. THESE PLANS ARE DESIGNED TO BE INCOMPIL CEWITHTHESTANDARDS CHRISTOPHER C.KATHE,INC. 1 CONCRETE FOUNDATION ESTABLISHED IN SECTION 62B-33FLORIDA ADMINISTRATIVE CODE. CONSULTING.STRUCTURALENGINEER " SLAB DIMENSIONS. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE '"'40OSCEOLA.AVENUE S-1 SCALE: 1/4" = 1 -D WITH CHAPTER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS J / AQKSONVILLE BEACH,FL,*IDA 32250 p - 4, : (808)2i74707 , l AND OTHER STRUCTURES'TOWITHSTAND THE WIND LOADS ASSOCIATED J I cekathe m °+ WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. C�39 iD 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE , INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 6 " EL. -15.00> NAVD (EL. -13.90 NGVD) WITHSECTION6 OFTHEWINIMUM DESIGN LOADS FORBUILDINGSAND BOTTOM OF PILE - OTHER STRUCTURES"MENTIONED IN NOTE 2. 92'-0" 81'-4» » N Q C3) coo 0 BREAK-AWAY 10'-8" 00 a co o N 26'-6 1/2" 4'-11 1/2" 11'-O" NORTHEAST STEPS AND „ Q r U o Ij,I < o SLAB ON GRADE 5 -4 12 9 -0 Q It "BREAK-AWAY" WALLS, EL. +17.41' NAVD = o CD - 0 N SHOWER NORTH STEPS AND EL. +16.41 NAVD - � STEP-DOWN 4'-0" 12"12" 5'-0" TOP OF SLAB W < = cq 0 o 4FT high "BREAK-AWAY" SLAB ON GRADE TOP OF SLAB W Q � � O m .. ........._......_,................................................. .. .................................................... � � SITE SCREEN WALL, W­ ILL SEE SECTION 1/S-7 L 6 f E NORTHEASTSTEPS (n a d 1 I EL +17.83 NAVD �' Q fW W � (TYPICAL) g s I S_7 d o s"\ o EDGE OF SLAB W W U ti rn ; ! V) TYPICAL w W N E 'r) cn I U) (+18.93 NGVD) U W U Q O ^ ___ . _.. I > S: ................. v _ ,,,,,,,,,,,,,,,,, ...............v, ,r-z,,,;.:::.,..,. . ..........._.....,..S.Y.:::..--..fid: ...,........:zr.:::._.,, ..£.^:;� ::r,::=s�fi •.. ,.._..................m»... ......._ .....,.... LLJ ,., E . , ............ ....__,,........... �/ ....., r- , '.,....._; 9 ,iw,, x, •, . 'x, l :: �1 £: sa i�N .____.____....__...............________.. — � � Z 1 ... ;.. '. a LL € Sy ( ...,E ........ c ♦A ...., '.,.... ``,'E @S ^N \ f fl o I Bi €i N _.__........ § ..._..,,., 3i 1ti -------------------- ­ . . f r... ,. L v/ LL �• WHIRLP001) : § $ i,, SHOWER .`IBENC Y N $E ' s G OVENS f�_.._ i a DW REFR. € l BAR i y,': I i 2 Q W � O gg ax O € s>I , %� _ I t4 c „. SINK„ . H O :,...i., £ ...,✓ E 'o E' TU ( a., ..,ur ,� ...................,.. ....� HHH///HH/////, 1. .,,...;c:I, E 3 — O ,y , I €-d' .. _- -.., Via._._.......,,, _.._..... ........................ . ( , I;E I , S ..`'.. LL Q N W , M -� <,m , m, _._. I ,VESTIBULE; INSTALL] I---- Z EL. +18.00' NAVD I I `: 31/2” STEP : CONDUIT f :, 5" STEP I 7'-0' aO j- TOP. OF SLAB € '`., DOWN AT ''� j { KITCHEN (+19.10 NGVD) BATH 1 " CLOSET 1 M ISLAND ; EL. +17.83 NAVD 11 BEDROOM 1 SHOWER E' �; €; I 2„12',' 5'-0" ' ' `,. % ` SLOPE 2" EDGE OF SLAB 'i ( € 0 I, m:.,,,.aa:."..... s.'..-`'. . +18.33' NAVD J, R ' (+18.93 NGVD) i EL. � 4 s %NICHE ,";;.,;. r;;.,;y F ry , i t 1 SHLVS' s SINK�' ;"t "INK E i i t'; SII�IK i O, ."`. i _.,_,....,_._.,.__.---- p e 1 3 Nlcrlewi qs w m _.,,_j +109.43 NGVD) _E B "BREAK-AWAY" 12 CMU i I I t LINEN € 1€ ?I '` �;� ( ) ' _ __ S- Na W ..v„ �L EL. +17.91 NAVD € sHELves I m N,,,,,,,,,,,,, m .;.W. E�Er,E ;Ji TOP OF SLAB CHEEKWALLS w 1- 5 SIMILAR ;................_........, ' ,,,,,,;m mm m_,_,,,,,,.,,,,,,,, m,,,,,_,,,,,,,,,,,,,,,,,,,,,,,,mm PANTRY: - ?_' ISLAND i. E E # 14 ( 19 01 NGV » ;i { i 's, _. ;...,;,.,,, _, � L. +17.75 NAVD • :: VERTICAL ® 24 O.C. _._�__.__ _______ ____.......,_, .»..... ,EI { „Q r f € OF � €EDGE SLAB E ' STf'�IR; € � �w:c € PWC3R s s - � ,,€ ,r '' + D) I f f €(+18.85 NGVD) LANDING r 1 I 1 NK'-%�• r i""" , € t E •” , M1b INSTALL CONDUIT Sr TEP! LANDING E 15 S 3 sr....., 3 E i E , ff t E fREC SS E TOP OF s _I ,,.,...,.,,»....:........................._........„...,.._.., f f S 1 S S, ;I i f < i ,,,3„, ,,,1,,,,,,,,, i„i L i 5 !? ...Ei .,,._ t » f E ( O N ;:P,,,,,,,,,,,,,m,,,w, .:e__ r> ,n�„mm,,,,�,H,, a, ,:,,,,��mH m j�„a E SLAB AT 7” I „�,,,, ,, ` �.P„ '� ' ��„Nv,,,,,,,,,,,,.,�,,,��i EE' Y. SLOPE € FOR ELECTRICAL ~~ ,..... — FLOOR OUTLETS co „.............,, .._,...E,J..... .... .... IyHH,,u�HH,,;,HH ,, �?, ._::": === .,,r.:- - _.__..._ .: :"-• SLID DOORS. 'r STEPS �::?„s:,,, .;......._ ...................., � i �i � ING 7 E i � f 4„ i /t.. 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HORIZONTAL STUCCO FINISH AS PER SCALE: 1/4" 1'-0" ARCHITECTURAL PLANS NOTE: SEE ARCHITECTURAL 2"deep x 51/2"wide INDICATES RECESS INDICATES RECESS SHEET A-6 FOR ADDITIONAL CONCRETE LUG AT EACH 9 ICF WALL W 1- 5 VERTICAL `` TOP OF SLAB 31/2" 3 " " / # TOP OF SLAB /4 CONCRETE FOUNDATION CELL OF BREAK-AWAY ® 24" O.C. SLAB DIMENSIONS. N WALL TO PROVIDE SHEAR E I CONNECTION w/ MONOLITHIC € 1-#5 VERT. DOWEL 0 24" O.C. GRADE BEAM ABOVE w/ STD 90" BEND INTO GRADE 2'-8 2'-0" #4 VERTICAL W E BEAM ALIGNED w/ ICF WALL 6" STRUCTURAL SLAB REINFORCING ABOVE I STUCCO FINISH AS PER EXPOSED SIDE j € PROVIDE TEMPORARY f ARCHITECTURAL PLANS - -- - ------------- --------- - -- S J _------....._._....._...__..__........................:.._ ....... ,., EL. +18.33 NAVD d BRACING AS REQUIRED LOGGIA r TOP OF SLAB DESIGNED BY OTHERS. ` 18" WIDE COLUMN - I ; SCALE: 1/4 1 0 i4 s BEYOND EL• +17.75' NAVD I o0 3 1/4"x11/2"w POLYSTYRENE OR SLOPE I EDGE OF SLAB ' ' ' 1 2'-6"d x 1'-4"w GRADE BEAM € I FOAM COMPRESSABLE BOND `0 € (+18.85' NGVD) �t -- ---------------- ----------- 4-#6 ------ 2' 4' 8' REINFORCED w/ 4-#6 TOP AND BREAK JOINT EACH SIDE 4- 6 BOTTOM w 3 STIRRUPS �\ _ N �/ " " 1 SOIL SIDE CONCRETE FILLED 4 x1 /2 w POLYSTYRENE OR # / # � FOAM COMPRESSABLE BOND /z CONTROL PRE-FORMED ® 6" O.C. FIRST 4'-0" EACH END, ih EL. +16.50 NAVD O (TYPICAL) NEOPRENE GASKET ✓\ BOTTOM OF GRADE „ „ BREAK JOINT EACH SIDE JOINT CELL TYPICAL THEN ® 12 Q.C. AT MIDDLE //\//\/ 1 -4 d x 1 -4 w GRADE BEAM v _�-I \//\\/ o� BEAM REINFORCED w/ 4-#6 TOP AND • � - 5'-4" FULL HEIGHT OF MAIN HOUSE o / I 1n ,LEL. +16.40' NAVD BREAK-AWAY WALL a0 HOLD CONCRETE FILL DOWN 4-#6 BOTTOM w #3 STIRRUPS 8"x8" CMU BOND BEAM .I ax 2" FROM TOP OF CMU CELL » o ® 6 O.C. FIRST 4'/0" EACH END, �'\\\'\\ -T—BOTTOM OF GRADE 26 „ �� AUGERCAST PILE W/ 1—#4 x 5 -2 W� To ALLOW FOR INTERLOCKING 34 TYPICAL 5 —4 BREAK—AWAY WALL SEGMENT FOUNDATION I THEN ® 8 O.C. AT MIDDLE HOLD CONCRETE FILL DOWN 1-#4 VERTICAL DOWEL w/ GRA OF THE WALL AND MONOLITHIC N „ „ PLAN GRADE BEAM ABOVE 8x8 CMU BOND BEAM 2 FROM TOP OF CMU CELL DETAIL STD 90" BEND INTO " GRADE TO ALLOW FOR INTERLOCKING 3 FOOTING ® 32" O.C. FILL \ \\ \\_ z\/\\�\\ 6„ w/ 1-#4 x 5 -2 //\ //% 1- VERTICAL DOWEL w \/\\ ✓ OF THE WALL AND MONOLITHIC 6" /4" = 1'-0" CELLS SOLID w/ CONCRETE j \�\\/\ � #4 / //\ \/ GRADE BEAM ABOVE S-2 SCALE: 3 \ BREAK-AWAY STD 90" BEND INTO /�� BREAK-AWAY 4 COARSES MAXIMUM #b4 DOWEL FOOTING ® 32 O.C. FILL #4 DOWEL 00 CELLS SOLID w 3 COARSES MAXIMUM Sm2• • 8 CMU BREAK-AWAY WALL / CONCRETE • • » „ w/ 1-#4 VERTICAL ® 32" O.C. 8 CMU BREAK-AWAY WALL w/ 1-#4 VERTICAL ® 32" O.C. NOTE: F-� 8"x16" CONCRETE FOOTING f� 8"x16" CONCRETE FOOTING NOTE 03/05/2015 PROVIDE KEYWAY w/ 2-#4 x 5 -2 w/ 2-#4 x 5'-2" PROVIDE KEYWAY BUILDING PERMIT ISSUE CONSTRUCTION JOINT CONSTRUCTION JOINT 1 THESE PLANS ARE DESIGNED TO BE INCOMPLIANCEWITHTHESTANDARDS CHRISTOPHERC.KATHE INC. IN RETAINING WALL GRADE BEAM AT FRONT EDGE CONDITION NOTE: GRADE BEAM AT LOGGIA EAST EDGE CONDITION IN RETAINING WALL ESTABLISHED IN SECTION FLORIDA ADMINISTRATIVE CODE. CONSULTINGSTRUCTURALENGINEER FOOTING ® 5 -4 O.C. INSTALL BREAK-AWA WALL FOOTING C� 5'-4" O.C. 42eOS&OLIOAV NUE „ 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKS E' A, F, A 3;2250 w� BREAK-AWAY WALL BELOW IN 5 -4 LONG SEGM NTS. w/ BREAK— AWAY WALL BELOW WITH CHAPTER 26,ANSIIASCE7-12"MINIMUM DESIGN LOADS FOR BUILDINGS ,, , _ 808)217$70 .,"�^ `/� AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED * ccicathe@gmail 'ar t SECTION 2 SECTION WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �J 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE S-2 SCALE: 3/4" = 1'-O" S-2 SCALE: 3/4" _ 11-011INCORPORATEDINTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCEp WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND lm- fly OTHER STRUCTURES"MENTIONED IN NOTE 2. 66'-0" 20'-10" 13'-2" 3'-4" x co N Q a) o CN It CN o STUCCO FINISH AS PER Q m 4 N M Co 23'-8" T-4" 6' 4" 28'-8" 4 ® 32" O.C. 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COLUMN.............,....,.. ......__............_ 1PC ............ ,z. . 2PC —_—___ 1 4" 1 6„d 1 2 # ® 12 Q O . ... f , - - # / STD BEND o N Z a _ N w x 0 5 O.C. BOTTOM -- --- ---- --1 --ter- --- -- S-3 S-3 5 w 9 cc@-4 b` 5 cca-5 a cc6=1 EXTERIOR GRA AT TOP ® 12” O.C. 6" STRUCTURAL CONCRETE N 1PC 1'PC I STEP v, (_..._I M (TYPICAL M __ Fl - L____1 TYPICAL SLAB i� EL +15.56 NAVD BEA ::_,: .• L :...:...... OUTLINE OF GRADE BEAM BEYOND TOP OF PILE EL. +14.60 NAD » ---- � 4 CONCRETE SLAB ON GRADE _�n,r__ __ _ __ __ � �_ ______ ___� "N" __________� SEE SECTION 2/S-3 EDGE OF SLB I f 1PC ! ccs1 - cce-1` OVER 6' MIL VAPOR BARRIER, o �cn ;; p SL L__� m cc6-1 �__� cc6-i L ' . I 9 # I- I I GRADE BEAM REINFORCING CONTINUOUS o M OVER TERMITE TREATED COMPACTED N - � r- -I gTpM '` -.._ a, Fl PC] 1PC Fl PC] THROUGH PILE C - EL +15.23 NAVD I m _ FILL. SgWCUT.SLAB...ON GRADE 1-PC _ Fla _ I ---- -- 1 1 sLOPEa"mm ON A 5'-0" x 5'-0" GRID I I 31/2" STEP g33 3-#5 EACHEWAYTABOVE PILE BOTTOM OF P C W ILE AP - I DOWN AT vi » » » SPECIAL a a� .` *. r✓ `'. I Q 16" 2 -6 x2 -6 x2 -0 d PILE 1'-4"w 1' 4"d 5 I +, SHOWER 'n I D AUGER CAST PILE PER DETAIL „ " Z 1 6;w x 10"d .: cGe-1 #S H.. . w� AR .` Ho R >,. cn �v 1 4 CAP AT SINGLE PILE, 42 GRAIE BEAM A x / -1, SEE PLAN FOR LOCATION 3 S-4' GRADE BEAM € ; cO w w p SPECIAL �o , € SEE PLAN FOR LOCATIONS € � , 11 F O^ 1 -6"wx10d m I \ I EL. +15. 6' NAVD ly s _.,_ € AXILNd SLAB .' ! It Z N GRADE BEAM a Z; I + AR TOP ; OF SLAB a �.':.... 01 3' NGV i" — I z o 0 m I ��� � � oI � Q SAWCUT JOINT ., G AGE i ? U w N 3"/2" STEP ' m w.c':I �REFR. o EL +17.23 NAVD', , ¢ 9 1PC I : - P L 0 .; , 2 PILE CAP AT EDGE CONDITION ? io o TO OF S AB -r c� EL. +14.60' NAD RECESS TCjP EL; +14.77 NAVD � a S-45.._C .` .._O.C. I I (+18.33' NGVD) , ' € #5 DOWEL 0 F SLAB 3a" AT TOP: OF. SLAB Y BO g�} .... :, y 1 S E C TI 0 N ® J EDGE OF SL B T n:rirr - #5 HOOK B I' H GARAGE DOOR 31/2" STEP a q " ,. I - _ . a . INKP £ IL,,.. ,.,......_. ....,_ - SCALE: 3/4" - - S 4 LL : S 3 S 1 0 o 'i I a SAWCUTJOINYI Iizr„ L €1PC S_K_ : PC Dw,la 1P _I. 1PC ' ? _ F - -v r r , > cs- r � _ r - € STUCCO FINISH AS PER T I s�oPE r ccs i I:>>::::;::. r� — ---`-- ,� I i- > e - -1 : .1*-c :- -- -- 1 I- --- CG------1 4 C�? 32” 0 C. cc 1 1111, ,,,,,:,,m - ,, , ..... ...... - - ._.... # HORIZONTALARCHITECTURAL NS . ._ f ;: y�<::.:�s<:=sr.'i ....... "',mac:::;;-ts:;:j,� ,,,,if.%r:..:,�;�:u:��::;. i ' A» G ui 5 . s s 6 a -1 _._, _ _... ._ I — 3 �E : 1,PC. - . . ' 5:-4 ao ' #4 ® 12" O.C. o ; VERTICALA® 24/ O.C. 1111 ,,,,,,,,,,,,,,, W 7 - 1 - w x 10 d 0" OOR 1 -4 w x 1 6 d #5 w/ STD 90' BE D I— I. a 1PC I Kf 1PC -r n 4. EPC .` _. .. ....... T NE SHOWER 2 O.C. 00 #5 ® 12'° O.C. TOP RENFORCINGE J 1-#5 V 24" O.C. 2 1 �_T cc =4 r----1 ccs 4 r -. POO BEAM EXTERIOR A) S-3 S-3 (TYPICAL I Ln w STDE90° BEND LI TO GRADE U y---- ) 1 a W/ STD 90° BEND / HICKE D S+�AB 3 SP N OF REINFORCING N z Z w / I. BEAM ALIGNED w/ ICF WALL filr4rXW 1-1-1111e;: REINFORCING ABOVE ® _j CONCRETE _____ .. �___�..._ .._..�...."—,L-- CONCRETE_ 2— 4 SUPPORT 4 COLUMN CONCRETE • CO MN CONCRETE ...--.-. ,......._...... _....._..__...._._ j EL +17.23' NAVD ril0" 10'-10" COLUMN 10'-10" 5'-0" 8'-8" 9�'-7" 9'-6" 9'-7" 1' 0" TOP OF SLAB "PILE LAYOUTPILE LAYOUT LJJ 0 co 23'-8" 43'-9" of I Z #5 CSD 12" O.C. BOTTOM � � � � Lu 66'-0" 6" STRUCTURAL CONCRETE "� 42" Q SLAB = 1'-4" EL. +15.73' NAVD U 1'-4"w x 1'-6"d GRADE BEAM BOTTOM OF GRADE � Q C O T T A G E C 0 N C R E T E G R A D E B E A M S C H E D U L E COTTAGE AUGERCAST PILE REINFORCED w/ 4-#6 TOP AND CGB-1 BEAM m 4-#6 BOTTOM w/ #3 STIRRUPS 9„ GRADE BEAM BTM LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES SECT. ® 6" O.C. FIRST 4'-0" EACH END, 0) THEN ® 12 O.C. AT MIDDLE NOTE: PROVIDE 2-#6 TOP 90° Lo BEAM SIZE ELEVATION MIDDLE REMARKS NO. FOUNDATION PLAN " C� MARK w x d (NAVD) BOTTOM TOP BAR SIZE SPACING TYPE REF. CORNER BARS (INTERIOR/EXTERIOR) #5 DOWEL � SCALE: 1/4" = 1'-0" AND 2-#6 BOTTOM 90° CORNER CGB-1 16" x 18" EL. +15.73' 4-#6 4-#6 - #3 6" O.C./12" O.C. 2 NO CAMBER 1/S-3 BARS (INTERIOR/EXTERIOR) AT EACH INDICATES 1'-6"w x 10"d INDICATES RECESS GRADE BEAM CORNER CGB-2 18" x 10" EL. +16.40' 5-#6 5-#6 - #3 6" O.C. 2 CAMBER +1/4" 3/S-3 GRADE BEAM TOP OF SLAB 3/4" GRADE BEAM AT EDGE CONDITION CGB-3 16" x 16" EL. +15.60' 2-#6 2-#6 2-#6 3 12" O.C. 2 NO CAMBER 5/S--3 I INDICATES 16"o AUGERCAST I I INDICATES 16"0 AUGERCAST CGB-4 16" x 16" EL. +15.60' 2-#6 2-#6 2-#6 #3 12" O.C. 2 NO CAMBER 1/S-4 —�-�+ CONCRETE PILE. TOP OF CONCRETE PILE. TOP OF 2 SECTION PILE EL.+ 15.56' NAVD L_ J PILE EL.+ 14.90' NAVD „ CGB-5 16" x 18" EL. +15.06' 4-#6 4-#6 - #3 6" O.C./12" O.C. 2 NO CAMBER 5/S-4 S-3 SCALE: 3/4 = l'-O" CLEAR COVER SCHEDULE I ;: I INDICATES 16"0 AUGERCAST ADD 1-#4 HORIZONTAL r > ' I CONCRETE PILE. TOP OF AT WINDOW SILL N STUCCO FINISH AS PER TOP BOTTOM Q 20 3Q I I PILE EL.+ 12.26' NAVD ARCHITECTURAL PLANS DESCRIPTION BAR. BAR � _� GARAGE GRADE BEAMS 2" 3" TYPICAL BEAM STIRRUP & TIE TYPES W E #4 HORIZONTAL 9 ICF WALL w/ 1-#5 #4 ® 12" O.C. VERTICAL ® 24" O.C. TEMPERATURE S #5 ® 12" O.C. TOP REINFORCING J a 1-#5 VERT. DOWEL ® 24" O.C. W/ STD 90° BEND 1/3 SPA OF REINFORCING N w/ STD 90° BEND INTO GRADE BEAM ALIGNED w/ ICF WALL SCALE: 1/4" = 1'-0" WIDTH PILE CAP, I{ REINFORCING ABOVE 2-#4 SUPPORT 2' 4' 8' SEE SCHEDULE GARAGE END WALL ��- w ; __ _. ......_.._.. _.._ __.___.._._.____.._..__...,_...._ _._. EL. +17.23 NAVD o BEYOND € ! EL. +13.93' NAVD TOP OF SLAB 04 M EL-It 10 . +14.60' NAVD , € TOP OF GRADE BEAM • • . . • - RECESS TOP OF SLAB o 3/4" AS REQUIRED FOR (+15.03 NGVD GARAGE EDGE OF SLAB ) +15.70' NGVD 16"t� AUGERCAST ( ) OVERHEAD GARAGE DOOR , 16 x16 CONCRETE GRADE #5 ® 12 O.C. BOTTOM NOTES: PILES, SEE DETAIL 1/S-1 UNREINFORCED 4 CONCRETE € INSTALL 1" THICK SAND - Of „ 1 H' DENOTES 180° HOOK AT BOTH ENDS OF ALL BARS. BREAK-AWAY GARAGE d w BEAM w/ 2-#6 CONTINUOUS TOP, 6 STRUCTURAL CONCRETE 1 -6 " AND COTTAGE SLAB ON GRADE BOND BREAKER LAYER IN I • • 2-#6 CONTINUOUS MIDDLE, AND EL. +16.40 NAVD 42 2) SEE PILE CAP PLAN ON SHEET S-3 FOR DIMENSIONS I BETWEEN GRADE BEAM AND 2-#6 CONTINUOUS BOTTOM, AND BOTTOM OF GRADE AUGERCAST PILE U SLAB TO CENTERLINES OF PILE CAPS. SLOPE _ BREAK-AWAY SLAB ON GRADE - ° „ CGB-2 BEAM . -CONCRETE PAVER ry 2' CLEAR #3 STIRRUPS ® 12 O.C. 1'-6"w x 10"d GRADE BEAM CAMBER +�/4" FOUNDATION PILE CAP SCHEDULE a . ° ! DRIVEWAY AS PER REINFORCED w 5- 6 TOP AND REINFORCING ����%/��%/�i��� //�//\/ =1 BOTTOM OF GRADE # / / # PLAN i� / ARCHITECTURALS 5- 6 BOTTOM w 3 STIRRUPS MARK LENGTH WIDTH DEPTH LONG SHORT \\j\\ • EL +13.93' NAVD _t -4 BEAM ® 6" O.C. NOTE: PROVIDE 3-#6 TOP 90' 9 ��� CORNER BARS INTERIOR EXTERIOR 1PC 2'-0" 2'-0" 2'-0" 3- 5 3- 5 _� \ TOP OF GRADE BEAM ( / ) 2PC 5'-0" 2'-0" 2'-0" 3-#5H 6-#5 I • • (+15.03' NGVD) CGB-3 AND 3-#6 BOTTOM 90' CORNER #5 DOWEL Sm3 PILE CAP DETAILS BARS (INTERIOR/EXTERIOR) AT 11115 J • • 16"x16" CONCRETE GRADE NOTE: PROVIDE 2-#6 TOP GRADE BEAM CORNER BEAM w/ 2-#6 CONTINUOUS TOP, 90' CORNER BARS AND GRADE BEAM AT 4 DETAIL `4 2" C EAR 2-#6 CONTINUOUS MIDDLE, AND 2-#6 BOTTOM 90' CORNER 03/05/2015 2-#6 CONTINUOUS BOTTOM, AND BARS AT EACH GARAGE EAST EDGE CONDITION BUILDING PERMIT ISSUE 1'-4" 3 STIRRUPS 12" O.C. 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. S-3 SCALE: 1/4" 1'-O" # GRADE BEAM CORNER ESTABLISHED IN SECTION62B33FLORIDAADMINISTRATIVECODE. CONSULTI dST'RUCTIJRAC GINEER 16"x16 " GARAGE GRADE BEAM AT OH DOOR 16"w x 16"d GARAGE GRADE BEAM 3 SECTIONTHE JACK�90 t OLD D 50 ,� > » 2 WITH�CHAPTER 26,ANSI/�ASCE7N2 MINIMUMDESIGNSLOADS ORBUOIRDINGSE C C S-3 SCALE: 3/4 = 1 -0 x (606)217-4707 �•. 5 SECTION 6 �J E C TI O N AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED p2�he@ d.w WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ! €w 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE -3 " » , ., INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE SSCALE: 3/4" = 1'-G S-3 SCALE: 3/4 = l'-O" WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. `FLS+ 66'-0" GYPSUM DRYWALL AS PER N a to o ARCHITECTURAL PLANS 00 a M N -} aM NMOD 20'-10" 13'-2" S-4- #4 ® 32 O.C. HORIZONTAL Q ® V o W a 23'-8" 7'-4" 6'--4„ 28'-8” o Z) - 0 m 1= p cel 9" ICF WALL W/ 1-#5 EL +15.73 NAVD J VERTICAL ® 24 O.C. Lu a U u) 0 rn _j STUCCO FINISH AS T P OF STP a PER ARCHITECTURAL ADD 2-#5 CONTINUOUS U) Q w w LL. X 3 AT BOTTOM OF ICF WALL U) w L- EL. +1 .23' NA /D EL. +1 r,.73' NAD PLANS AND SECTIONS I o Z W Z W U N TO OF STP G " W I— ti EDGE OF SLAB U U U) a o 0 0 - m /e thick x 8 wide 8 CMU BREAK-AWAY p m o r %"thick ®A32" O.C. ENTER VERTICAL IN CELL fn a d J w r` CONTINUOUS FOAM ( ) W p p a WIt N -- • N a £I FILL CELL SOLID w/ 3000 si 2 - U) 0 - Z :y - N BOND BREAKER w/ P LL .........._..... _,_,,,,---------------- __....._.,..._........ . - CONCRETE UT ELASTOMERIC SEALANT _ - Q NC E GRO a 0 O o a 01 5„ W b Y j INSTALL 1" THICK SAND uJ- N W 2 �: ST N ___ - - ;,� w #4 VERTICAL DOWEL ® 32 O.C., BOND BREAKER LAYER IN �:. TEP I LAP 25 w WALL REINFORCING. Z EL. +14.60' AVD zI, Z€: / BETWEEN GRADE BEAM AND I EDGE OF LAB _ q: . `.Y_........ __.........._ °o LL 4 AND EPDXY INTO „m - r. N THICKENED, UNREINFORCED J A �� YE i. . E S4„ B ON GRAD SLAB EDGE. CONCRETE E o `� EL. € +17. NAVD BREAK AWAY GARAGE .SAWCUT JOINT ,SL .....4r 2n O] 27'-7" (1i N TO ; AB FINISH GRADE _ _.._ _ 3 1; SLAB ON GRADE rLEL. +VARIES SLOPE 2" D) f •. __.. 3 V ,„, 31/2 STEP ; a Y TOP OF SLAB + DOWN AT '- /� /��/i.////� . € e EL. +14.77 TO 2' ui -10 7/8” " STAIR 51 io. R SHOWER \\, 3 , i 4 ,• is i \ EL. +14.60 NAVD) 9 EL. +13.93 NAVD • // // " f` M G LIVING TOP OF GRADE BEAM EL +15. 6' NAVD 13 s l - I DINING ; (+15.03' NGVD) • • d o TOP' OF SLAB gg§ SAWCUT JOINT - s ._... „,,,,,,,,,,,,,,,,, rr- --":E ' ; ' " » Q PROVIDE 2-#6 TOP .C��rI�AFiE W _ _ __ __r h , I, 16 x16 CONCRETE GRADE • • w NOTE d ,,,,,,,,,,,,,,,,,,,,,,,,,,,_ L. TOP OF SLAB `r d J CORNER BARS AND 3l/ STEP . - „,,,,,,,,,,,,,,,, ' P ,_..., ,I ;; N BEAM w/ 2-#6 CONTINUOUS TOP, 20#6 BOTTOM 90° CORNER BATH W.C� REFR. E 1 33' 2 1 ; A H (+ 8. NGVD) I 2- 6 CONTINUOUS MID, AND f BARS AT EACH GARAGE Q ' £ , i iii f 2 ,l( n _ POOL lr RECESS TCP EL. +14. 7 NAVD _...a " ........................y ....� , — C NTINUOUS BOTTOM AND 2 LEAR `� p EL. +14.60 AVD 7 ' %,-„ 6 0 GRADE BEAM CORNER EDGE OF LAB OF SLAB V AT TOP, OF SLAB , ., i, j KITCHEN #3 STIRRUPS ® 12" O.C. 1'-4" of OH GARAGE DOOR [ s'` ` "...'�. ..,, 3''/ STEP ........ 3 „ I 3 2 i O SAWCUT JOINT i '4i'. DW. AN�a,.E 0 o .. i CGB 4 r „ I ; € E LL SLOPE I y E.>.:. € » » GARAGE GRADE BEAM AT SIDE WALLS r €Ef(" xl N .. : !' �-., ",-: . �i ,,,„,„„„ , , ..,,., ;i,3......_................................ „„„„,„„„,,,,,,,,,,,,,,„ ............_ if POOL °SOUTH OUTDOOR 1 SECTION w I .. _ srowER aO S-4 SCALE: 3/4” = 1'-0" m EQUIP. PRH I I . , „„,,, I 1'-6"w x 10"d GRADE BEAM U_ ��: REINFORCED w/ 5-#6 TOP AND I€ ..9 5-#6 BOTTOM w ?I 4 , O.C.C Q LL��4� "BREAK- „ / #3 STIRRUPS # 123 - -2 AWAY ® 6 O.C. FIRST 4 0 EACH END, ! INTERIOR € _ €E TEMPERATURE POOL EQUIPMENT THEN ® 12 O.C. AT MIDDLE ;€ ` SHEAR WALL f: REINFORCING Q 23'_8” SLAB ON GRADE 4.3'-9" HOLD CONCRETE FILL DOWN ;€ STAIR ; „ 2" FROM TOP OF CMU CELL #5 ® 12 O.C. TOP LLI 66'-0” TO ALLOW FOR INTERLOCKING h 1/3 SPAN CSF EINFORC G W/ STD 90° BEND OF THE WALL AND MONOLITHIC z GRADE BEAM ABOVE `'I II If __..................._2-#4 SUPPORT ;3 Eli ui EL +17.23' NAVD I,M............................................._ COTTAGE FOUNDATION SLAB DIMENSION PLAN TDP OF $LAB • • • • . • • - SCALE: 1/4" = 1'-0„ . . Q NOTE: SEE ARCHITECTURAL EL. +16.40 NAVD o CGB-2 -79 BOTTOM OF GRADE N W INDICATES RECESS INDICATES RECESS SHEET A-11 FOR ADDITIONAL BEAM I _ 1'_0" #5 ® 12" O.C. BOTTOM m TOP OF SLAB 3'/2" TOP OF SLAB 3/4" CONCRETE FOUNDATION UNREINFORCED 4" CONCRETE N �j ADD 4-#5 BOTTOM UNDER SLAB DIMENSIONS. BREAK-AWAY SLAB ON GRADE ( 8"x8" CMU INTERIOR SHEAR WALL 0 L EL. +15.06NAVDD BOND BEAM w/ Cfl TOP OF SLAB >• 1-#4 x 5'-2" V,"x1 /2"w POLYSTYRENE OR 24" 24' Bpcs-#5 VERTICAL DOWELS _ 4 COARSES MAXIMUM FOAM C OINTE EACH S BOND S 3'-8„ w/ STD 90° BEND AT PILE as 9"x20" STRUCTURAL CONCRETE \\f\\//i\//��//�\/ 8" CMU WALL w/ BREAK JOINT EACH SIDE 5 TOP BENT BAR CAP, LAP 32" w/ COLUMN < Q ° a COLUMN w/ 4-#5 VERTICALS 1-#4 VERTICAL # 1-#4 VERTICAL DOWEL w/ „ 5 ® 12" O.C. TOP REINFORCING ABOVE. z v : EACH FACE AND #3 TIES ® 32 O.C. NOTE: # n. ,. „ STD 90° BEND INTO EL. +16.93 NAVD - @ 12 O.C. INSTALL BREAK-AWAY WALL 8" STRUCTURAL FOOTING ® 32 O.C. FILL IN 5'-4" LONG SEGMENTS. TOP OF SHOWER SLAB EL. +13.93' NAVD N ' rt EL. +13.93' NAVD CELLS SOLID w/ CONCRETE • • 00 j CONCRETE SLAB r� 1-#4 CONTINUOUS TOP OF PILE CAP TOP OF GRADE BEAM 3'-6"t [;ROUND PERIMETER (+15.03' NGVD) (+15.03' NGVD) 1'_4" 8"x16" CONCRETE FOOTING 2-#4 #5 „BENT BAR" TOP -". . w/ 2-#5 x 5'-2" SUPPORT = SHOWER � REINFORCING ® 12 O.C. ,� EL. +17.23' NAVD -j-----j----- I - , ;-----;� _ GRADE BEAM AT GARAGE BREAK- AWAY N m TOP OF SLAB I I I I I `O (+18.33' NGVD) o I I I - I - I -----�----1- I I I I I I I I SLAB INTERSECTION #4 ® 12 O.C. N -----I----- - - -----I------ ' TEMPERATURE 6" STRUCTURAL BTM OF GRADE VBEAM 2 SECTION W E REINFORCING 12 MIN. #5 BENT BAR BOTTOM e - CONCRETE SLAB REINFORCING ® 8" O.C. d 00 �+11.93' NAVD $-4 SCALE: 3/4" = 1'-O" S #4 ® 12" O.C. TEMPERATURE 'I 'BTM OF PILE CAP REINFORCING PILE CAP (+13.03' NGVD) EL. +12.25' NAVD AT SINGLE PRE-FORMED SCALE: 1/4" = 1'-0" NEOPRENE GASKET #4 VERTICAL , SLAB AT SHOWER STEP DOWN TOP OF PILE PILE, SEE \_ 16%16" CONCRETE FULL HEIGHT OF WALL 2 -8 2 -0 SPACING 2 4 8 PLAN FOR GRADE BEAM. SEE /� SECTION 6/S-3 EXPOSED SIDE SECTION 2 -0 x2 -0 x2 -0 d LOCATIONS #4 CSD 12 O.C. 4 PILECAP w/ 3-#5 l'-4" _ -- - ------------- --------- TEMPERATURE S-4 SCALE: 3/4" = 1'-0" EACH WAY PILE PER AUGER ETAIL T REINFORCING 2'-0" 1/S-1. SEE PLAN ► .: ;. . ..: , .: :,. .� : ' :.�.. € GARAGE #5 ® 12" O.C. TOP FOR LOCATION AND COTTAGE W/ STD 90° BEND 1/3 SPAN OF REINFORCING 3'-0" 1'-0" 1'-0" GARAGE PILE CAP f GRADE BEAM INTERSECTION ------------t----------- - - SOIL SIDE #4 VERTICAL IN FOUNDATION - SUPPO T _ EL +16. 3' NAVD '/2" CONTROL CONCRETE FILLED SEALANT TYP. 2 #4 R 6 SECTION 5'_4„ CELL (TYPICAL) BOTH FACES. DIMENSION EDGE 0 SLAB JOINT EL. +17.23 NAVD TOP OF SLAB iO SLOPE 1" #5 "BENT BAR ® 12" O.C. S-4 SCALE: 3/4" = 1'-0" PLAN (+18.33' NGVD) CO — —~- TOP AND BOT M uNREINFORCED 4" CONCRETE BREAK-AWAY TYPICAL 5'-4" "BREAK-AWAY' WALL SEGMENT #5 ® 12" O.C. BOTTOM • m ,L EL. +16.23' NAVD 1/e"x1" DEEP SAWCUT SLAB ON GRADE OVER 6 MIL VAPOR BARRIER, C _� . TOP OF STEP w/ ELASTOMERIC OVER TERMITE TREATED COMPACTED FILL. SAWCUT 3 DETAIL v 6 STRUCTURAL CONCRETE _ tO _, EL. +15.73' NAVD SEALANT SLAB-ON-GRADE ON A 5'-0"x5'-0" GRID. SLAB TOP OF STEP 1'-4"w x 1'-6"d GRADE BEAM „ • S-4 SCALE: 3/4 = 1'-0" REINFORCED w 4- 6 TOP AND 1 _4 ,L EL. +15.06' NAVD a 03/05/2015 / # — BUILDING PERMIT ISSUE 4-#6 BOTTOM w/ #3 STIRRUPS BTM OF STEP ® 6" O.C. FIRST 4'-0" EACH END, CGB-1 CGB-5 3'-4" #4 COD 12" O.C. TEMPERATURE NOTE: SAWCUT CONCRETE SLAB WITHIN 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDAR Ds CHRISTOPHERC KATHE,INC. THEN 12" O.C. AT MIDDLE REINFORCING TOP AND BOTTOM 4 TO 12 HOURS OF CONCRETE PLACEMENT ESTABLISHED SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. coNsuLnyGsrRDCfn NGINEER .410 OSCEO(A AVE 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACmO 0,�J1G`9� LORID -2250 GRADE BEAMS AND STEPS AT FRONT ENTRY \\— l'-4"w x l'-8"d GRADE BEAM SAWCUT SLAB, TYPICAL WITH CHAPTER 26,ANSI/ASCE?-12"MINIMUM DESIGN LOADS FOR BUILDINGS o. w„ ,�:= Iao81217-a7o� [/� REINFORCED w/ 4—#6 TOP AND AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED @�80� S E V TI O N 4—#6 BOTTOM w/ #3 STIRRUPS - SECTI O N WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 7,k �katheQ m , 5 " „ 7 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ® 6 O.C. FIRST 4 -0 EACH END, INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE $-4 SCALE: 3/4" = 1'-0" THEN ® 12" O.C. AT MIDDLE $-4 SCALE: 3/4" = 1'—O" WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND �C LVJ OTHER STRUCTURES"MENTIONED IN NOTE 2. F L'P£:96820 LIVING ROOM CD#4 ® 32" O.C. HORIZONTAL ' 11" ICF WALL W/ 1-#5 VERTICAL a M m N 0 #5 CSA 12" O.C. TOP EL. +18.33' NAVD j ® 12 O.C. Q r N M a0 #5012- O.C. TOP #5 @ 12" O.C. TOP #5 ® 12" O.C. TOP TOP OF SLAB 1-#5 VERT. DOWEL ® 12" O.C. Q o W o H Q � #4 ® 12 O.C. TEMPERATURE 6" STRUCTURAL = O H C° — cV I "" 4 ® 12 O.C. TEMPERATURE w STD 90' BEND INTO GRADE 6" STRUCTURAL REINFQRCING 6 STRUCTURAL LFORCIN o / - d CONCRETE SLAB » CONCRETE SLAB I INFORCING CONCRETE SLAB J 1 BEAM ALIGNED w/ ICF WALL LU Q U U p 6 STRUCTURAL CONCRETE SLAB 6" STRUCTURAL #5 ® 12" O.C. BOTTOM - REINFORCING ABOVE x Idi t= 1/3 SPAN TOP FORCING 1/3 SPAN TOP REI FORC G 1/3 SPAN TOP E FORCING 1/3 SPAN TOP EIG CONCRETE SLAB N f w EL. +18.33' NAVD a U Q vWj W tXi 2-#4 - 2- 4 SUPPORT 2-#4 2- 4 SUPPORT #5 ® 12 O.C. TOP N LOGGIA TOP OF SLAB p W W z U CV P, i� # SUPPORT - iv # w/ STD 90` BEND ° +19.43 NGVD) U W ~ Q o SUPPORT = ' _ ................. ........... ........... ................................... ......_..._.._.__.................................. . ........................................... ..... . . ........... _ .... .......... .............. ..... - ___.._............_................................ .................._.........._. ..._._....._...... ............... - U U _..._scr.._.. ..._.. ._._. . ....._ EL. +18.33 NAVD _..;. _ .. .....__..._._._ ... _. ._.rte....._, __._._ _..._,_.__...._._____ _.......__ _.. _ __. __ . ._.__....__...... ,_.. . . ..__. EL. +18.33 NAVD _....._._......._... _ ...__... ............... ....: _. in w ti LL IF Y TOP OF SLAB TOP OF SLAB - SLOPE U J J ~ m ti tv ) If (+19.43' NGVD) � 77,z .C. ,l EL. +17.91' NAVD W 0 o Q w N (+19.43 NGVD ---1 r--- _ TOP OF SLAB g - U 0 - Z #5 0 12" O.G. BOTTOM # ® 12" O.C. I p I � EL. +17.41' NAVD Q Lu of LL o #4 ® 12" O.C. o TEMPERATURE I #5 ® 12" Q.C. BOTTOM » BOTTOM OF SLAB p o d a? TEMPERATURE N • • 3-#5 EACH WAY ABOVE PILE REINFORCING L ' ° #4 C� 12 O.C. . . . . LL LLL N REINFORCING °, ____ EL +16.67 NAVD T� ,� EL. +16.83' NAVD TEMPERATURE ® 12 O.C. TEMPERATURE Z a TOP OF PILE #5 C� 12" O.C. BOTTOM OF GRADE BEAM REINFORCING NFORCING #5 ® 12" O.C. BOTTOM BOTTOM ---- rL EL. +16.33' NAVD 1'-4 1'-6"d x 1'-4"w GRADE BEAM 1'-4" STRUCTURAL BOTTOM OF PILE CAP MONOLITHIC CONCRETE 1 -6 d x 1 -4 w GRADE BEAM NCRETE SLAB „ GRADE BEAM, SEE PLAN REINFORCED w/ 4-#6 TOP AND REINFORCED w/ 4-#6 TOP AND GRADE BEAM REINFORCING 2 -6 x2 -6 x2 -0 d PILE FOR LAYOUT GB-3 4-#6 BOTTOM w 4-#6 BOTTOM w/ #3 STIRRUPS GB-2 " Q.C. TOP CONTINUOUS THROUGH CAP AT SINGLE PILE, # / #3 STIRRUPS ® 6 O.C. FIRST 4'-0" EACH END,PILE CAP, SEE SECTION SEE PLAN FOR LOCATIONS ® 6 O.C. FIRST 4 -0 EACH END, THEN ® 12" O.C. AT MIDDLE IJ4 # BOTTOM THEN ® 12 O.C. AT MIDDLE 40' 2/S-5 EL. +16.83 NAVD OUTLINE OF GRADE BEAM 16"0� AUGER CAST PILE 1'-4" BEYOND, SEE SECTION PER DETAIL 1/S-1. BOTTOM OF GRADE BEAM 2/S-5 2,_6„ SEE PLAN FOR LOCATIONI . GRADE BEAM AT REAR INTERIOR SINGLE PILE AND STRUCTURAL SLAB INTERIOR GRADE BEAM AND STRUCTURAL SLAB LOGGIA STEP DOWN 9" 1 SECTION 2 SECTION 3 SECTION #5 VERTICAL DOWEL D S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-O" 0 d: STUCCO FINISH AS PER ° STUCCO FINISH AS PER " ° STUCCO FINISH AS PER LL ° ° #4 ® 32 O.C. HORIZONTAL #4 ® 32 O.C. HORIZONTAL f-ARCHITECTURAL PLANS #4 ® 32 O.C. HORIZONTAL ARCHITECTURAL PLANS �ARCHITEGTURAL PLANS € BEDROOM N0.1 ` 11 ICF WALL W/ 1-#5 VERTICAL 11" ICF WALL W/ 1-#5 VERTICAL 11" ICF WALL W/ 1-#5 VERTICAL #4 ® 12 O.C. @ 24 O.C. #4 @ 12 O.C. „ 4 ® 12 O.C. „ Q ® 24 O.C. # ® 24 O.C. w TEMPERATURE ¢ TEMPERATURE a TEMPERATURE a #5 ® 12" O.C. TOP REINFORCING ° 1-#5 VERT. DOWEL ® 24" O.C. #5 ® 12" O.0 TOP REINFORCING i ° 1-#5 VERT. DOWEL ® 24" O.C. #5 ® 12" O.C. TOP REINFORCING J ° 1-#5 VERT. DOWEL @ 24" O.C. m w/ STD 90' BEND n w/ STD 90' BEND INTO GRADE w/ STD 90° BEND in w/ STD 90° BEND INTO GRADE w/ STD 90' BEND in i w/ STD 90' BEND INTO GRADE C� 1/3 SPAN OF REINFO CING N 1/3 SPAN OF REINFO CING N 1/3 SPAN OF REINFOR ING N BEAM ALIGNED w/ ICF WALL BEAM ALIGNED w/ ICF WALL € BEAM ALIGNED w/ ICF WALL 2- 4 SUPPORT i REINFORCING ABOVE REINFORCING ABOVE E ' REINFORCING ABOVE z Ll I # 2-#4 SUPPORT - UPPORT _. :: :. ..... .�_ ___. EL. +18.33' NAVD _. --...... ......._...._._.._..._..__....._... _____�.__ _ _._ EL +18.33' NAVD S x `O - EL. +18.33' NAVD J 2 #4 TOP OF SLAB W ... ,_,. _.. _.._ iv (+19.43' NGVD) iv I TOP OF SLAB _ TOP OF SLAB F- . . . a N O #5 ® 12" O.C. BOTTOM \ #5 ® 12" O.C. BOTTOM _ #5 ® 12" O.C. BOTTOM Of I D 6" STRUCTURAL CONCRETE 0 6" STRUCTURAL CONCRETEL 6" STRUCTURAL CONCRETE Z SLAB I SLAB -C-4 SLAB w OUTLINE OF GRADE BEAM BEYOND, "� LMONOLITHIC CONCRETE GRADE ! 4nu MONOLITHIC CONCRETE GRADE SEE SECTIONS 6/S-5 _ BEAM, SEE PLAN BEAM, SEE PLAN EL. +16.50' NAVD _ GRADE BEAM REINFORCING CONTINUOUS -- --- n OEL. +15.67' NAVD „ » » -==' 0 2'-6"d x 1 -4 w GRADE BEAM 1 -10 d x 1 -4 w GRADE BEAM BOTTOM OF GRADE THROUGH PILE CAP, SEE SECTION 6/S-5 TOP OF PILE » `� BEAM Q REINFORCED w/ 4-#6 TOP AND 1 -4 REINFORCED w/ 4-#6 TOP AND EL. +15.83 NAVD ; W 3-#5 EACH WAY ABOVE PILE 4” 4-#6 BOTTOM w/ #3 STIRRUPS 4- 6 BOTTOM w 3 STIRRUPS - 8" CMU "BREAK-AWAY" 54" m BOTTOM OF GRADE 54 # / # EL. +15.33' NAVD ® 6" O.C. FIRST 4'-0" EACH END, BEAM @ 6 O.C. FIRST 4'-0" EACH END, l'-4" WALL BELOW, SEE BOTTOM OF PILE CAP THEN ® 12" O.C. AT MIDDLE GB-1 THEN ® 12" O.C. AT MIDDLE SHEET S-2 to 2'-6"x2'-6"x3'-O"d PILE GB-4 CO CAP AT SINGLE PILE, 1' 4" SEE PLAN FOR LOCATIONS 9„ NOTE: PROVIDE 2-#6 TOP 90° 9» NOTE: PROVIDE 2-#6 TOP 90° 9• 16"0 AUGER CAST PILE CORNER BARS (INTERIOR/EXTERIOR) CORNER BARS (INTERIOR/EXTERIOR) 1'-3" 1'-3" PER DETAIL 1/S-1. 5 VERTICAL DOWEL AND 2-#6 BOTTOM 90° CORNER AND 2-#6 BOTTOM 90' CORNER 5 VERTICAL DOWEL SEE PLAN FOR LOCATION BARS (INTERIOR/EXTERIOR) AT EACH #5 VERTICAL DOWEL BARS (INTERIOR/EXTERIOR) AT EACH # 2"_6" GRADE BEAM CORNER GRADE BEAM CORNER PILE CAP AT EDGE CONDITION NOTE: PRo2-#6I TOP so° CORNER BARNOTE: SS (INTER IOR/EXTERIOR) GRADE BEAM AT EDGE CONDITION GRADE BEAM AT FRONT WALL EDGE CONDITION AND 2-#6 BOTTOM 90' CORNER BARS (IRIOR) AT EACH SECTION SECTIOVSECTION 4 O N S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-0" w E LIVING ROOM 11" ICF WALL/COLUMN EMBEDMENT EL. +18.33' NAVD BEYOND S TOP OF SLAB 6 TOP REINFORCING CONTINUOUS OVER PILE CAP 6" STRUCTURAL RECESS TOP OF SLAB 3/4" SCALE: 3/4" = 1'-0" # � CONCRETE SLAB AT SLIDING DOORS. 1' 2' VERIFY WIDTH OF RECESS. PILE PILE m w #5 ® 12" O.C. BOTTOM SPAN FACE OF N EL. +18.33 NAVD CONCRETE Q #5 ® 12 O.C. TOP _ � LOGGIA TOP OF SLAB o w STD 90° BEND _ (+19.43' NGVD) 4'-0" MIDDLE 4'-0" /--:-. :: 3 STIRRUPS ® 6" O.C. #3 STIRRUPS CSD 12" O.C. 3 STIRRUPS ® 6" O.C. • «.; SLS EL. +17.91' NAVD FOUNDATION TOP OF SLAB I I I I I I I I I I I I I I I I I I I I I I I I I I i I TYPICAL HOOK I �O . SECTIONS AND 11 EL. +17.41 NAVD I I I I I I I I I I I I I I I I I l l I I I I I I I I I i l » EMBEDMENT DETAIL #@ 12" O.C. • • • BOTTOM of SLAB DETAILS REINFORCING #4 ® 12" O.C. TEMPERATURE PILE CAP f�/7#6 BOTTOM REINFORCING 1'-6"d x 1'-4"w GRADE BEAM 1'_4" REINFORCING REINFORCING � 6" STRUCTURAL NTINUOUS FROM PILEP TO PLIE CAP 16"0 AUGERCAST STD HOOK EMBEDMENT LENGTHS REINFORCED w/ 4-#6 TOP AND CONCRETE SLAB J 4-#6 BOTTOM w/ #3 STIRRUPS GB-2 » 1 PILE ® 6" O.C. FIRST 4'-0" EACH END, #5 ® 12 O.C. TOP Sm5 16"b AUGERCAST BAR SIZE TOP REINF. ALL OTHER REINF. THEN ® 12" O.C. AT MIDDLE 5 ® 12" O.C. BOTTOM PILE GRADE BEAM STIRRUP SPACING # \ I #4 10" 7" EL. +16.83' NAVD 7 SECTION #5 13" 9" BOTTOM OF GRADE BEAM 03/05/2015 BUILDING PERMIT ISSUE S-5 SCALE: 1/2" = 1'-0" #6 14's loll \ /GRADE BEAM A T REAR 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. #7 17 12 L I V I N G ROOM SLIDING DOORS ESTABLISHED IN SECTION 62B•33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS a2aDc€®LAfj�VENUC " " SECTION 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 8 �J E C TI O( V � JACt445LLE BEACH FC`OR1D1�32250 WITH CHAPTER 26,ANSVASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS �.(�OBj 217-0707 �` AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED Ih 1. el. HOOK EMBEDMENT LENGTH J C H E D U L E WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. € S-5 SCALE: 3/4 = 1 -O» 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. d , 'FEP;,E..36820" ,. 48° s, a o a" 54 STUCCO FINISH AS PER NOTE: DRILLED AND EPDXIED 1/2"0 THREADED-ROD DOUBLE W a coo N 00 d Tco ARCHITECTURAL PLANS '/2"0x12" HOT DIPPED CONNECTION SYSTEM 2"x4'p SPF N0.2 STUDS Q 0 U o W cNo #5 BOTTOM BENT BAR #4 @ 32 O.C. 3 11" ICF WALL w 1- 5 VERTICAL GALVANIZED THREADED STUDS @ 12 O.C. _ oo W 0 0 N HORIZONTAL I . " » / # MAY BE SUBSTITUTED FOR THE 2x4 P.T. SYP No.2 BASE PLATE w/ a @ 24 O.C. CAST-IN-PLACE ANCHOR BOLTS. Y2"0x12" HOT DIPPED GALVANIZED ANCHOR COUPLER NUT W Q _ o 0 EL. +18.04' NAVD #5 12" O.C. TOP Q } 1-#5 VERT. DOWEL @ 24" O.C. BOLT OR DRILLED AND EPDXIED 1/2"0x12" 2"x2"x�/e" PLATE WASHER ly Lu W - 0 6" STRUCTURAL TOP OF SHOWER HOT DIPPED GALVANIZED THREADED STUD AT AND HEX NUT a m a W W X CONCRETE SLAB SLAB w/ STD 90° BEND w/ STD 90° BEND INTO GRADE I m W W 1 i ) BEAM ALIGNED w/ ICF WALL ALL DRILLED AND EPDXIED DOWELS SHALL BE EACH ALL-THREAD CONNECTOR ROD LOCATION #5 @ 12" O.C. TOP p W W Z 0_ U N 5 "BENT BAR 1- 4 CONTINUOUS INSTALLED WITH SIMPSON STRONG-TIE SET J a - 3 -3 /2 t a 1/3 SPAN TOP REI FORCING # # REINFORCING ABOVE "SET" » € U w W ~ Q o TOP REINFORCING AROUND PERIMETER ; #4 @ 12 O.C. U N W ti TWO COMPONENT EPDXY ADHESIVE OR EQUAL. 2-#4 @ 12" O.C. SHOWER € #4 CONTINUOUS AT CURB TEMPERATURE EL. +18.33' NAVD Q p '� m ti SUPPORT # f INSTALLATION SHALL BE IN ACCORDANCE REINFORCING T _ TOP OF SLAB W p p Q W N � EL. +18.33 NAVD _.._...... _ ....... p WITH THE MANUFACTURERS INSTRUCTIONS. --- : :.. .__ g - � - - z • n. I TOP OF SLAB _ (+19.43' NGVD) a W of W p • ° (+19.43' NGVD) `O ° EL. +17.83' NAVD 2 O o d #4 @ 12" O.C. S1 o #5 "BENT BAR" m I o „ • BOTTOM OF SLAB W N Z a TEMPERATURE 1 v BOTTOM REINFORCING 1f_O» 1 #5 @ 12" O.C. #4 @ 12 O.C. TEMPERATURE REINFORCING r @ 8" O.C. ; I REINFORCING #5 @ 12" O.C. `o N BOTTOM ,l EL. +16.83' NAVD BOTTOM A-� #4 "BENT BAR" TEMPERATURE 54" BOTTOM OF GRADE BEAM 1'-6"d x 1'-4"w GRADE BEAM REINFORCING @ 12 O.C. 1 -6 d x 1 -4 w GRADE BEAM 1 -4 6" STRUCTURAL I REINFORCED w/ 4-#6 TOP AND CONCRETE SLAB REINFORCED w/ 4-#6 TOP AND 2'-6"d x 1'-4"w GRADE BEAMN �l EEL..T+15.83' NAVD 4-#6 BOTTOM w/ #3 STIRRUPS g_3 4-#6 BOTTOM w/ #3 STIRRUPS REINFORCED w/ 4-#6 TOP AND TOM OF GRADE FG #5 @ 12" O.C. BOTTOM BEAM @ 6 O.C. FIRST 4'-0" EACH END, @ 6" O.C. FIRST 4'-0" EACH END, 4-#6 BOTTOM w/ #3 STIRRUPS 1'-4" 9 THEN @ 12 O.C. AT MIDDLE THEN @ 12" O.C. AT MIDDLE @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB-1 #5 VERTICAL DOWEL GRADE BEAM AND SLAB AT BATH NO. 1 SHOWER STEPDOWN INTERIOR BEARING WALL w / THREADED ROD Q 1 SECTION 2 SECTION S-6 SCALE: 3/4" = 1'-0„ 0 S-6 SCALE: 3/4" = 1'-0" o Ll STUCCO FINISH AS PER I -STUCCO FINISH AS PER LOGGIA _ • �-ARCHITECTURAL PLANS LOGGIA 1ARCHITECTURAL PLANS = Q #4 @ 12" O.C. » #4 @ 12" O.C. 16" WIDE COLUMN w TEMPERATURE 18 WIDE COLUMN TEMPERATURE I BEYOND 2"x6" P.T. SYP No.2 ; 2"x6" SPF N0.2 STUDS Op #5 @ 12" O.C. TOP REINFORCING BEYOND #5 @ 12 O.C. TOP REINFORCING € 1 » » 12" O.C. w/ STD 90' BEND ! w/ STD 90° BEND BASE PLATE W/ /2 0x10 U 1/3 SPAN OF REINFO LING j 1/3 SPAN OF REINFO CING HOT DIPPED GALVANIZED 1pc SIMPSON SPH6 /,,EL. +17.75 NAVD EL. +17.75' NAVD ANCHOR BOLT W/ 2"x2"x1/B" @ 12" O.C. z 2-#4 SUPPORT EDGE OF SLAB - 4 SUPPORT EDGE OF SLAB PLATE WASHER @ 24 O.C. (+18.85 NGVD) # +18.85 NGVD #5 @ 12" O.C. TOP Q SLOPE _ ot m #4 @ 12" O.C. aTEMPERATURE I 33' NN REINFORCING TOP+18. AVD0 SLABLLI(+19.43 NGVD) Of#5 @ 12" O.C. BOTTOM v #5 @ 12 O.C. B .LEL. +17.83' NAVD„ ,� cD 'o BOTTOM OF SLAB W 6 STRUCTURAL CONCRETE 6 STRUCTURAL CONCRESLAB ,.,; - > 1o 4 @ 12” O.C. TEMPERATUREV IfL. +16.40' NAVD SLA ! #5 ® 1BOTTOM REINFORCIN EL +16.83' NAVDQ 1 -4 d x 1 -4 w GRADE BEAM '; :WBOTTOM OF GRADE 2 -6 d x 1 -4 w GRAD1'-6"d x 1'-4"w GRADE BEAM 'VBOTTOM OF GRADE BEAM V REINFORCED w/ 5_#6 TOP AND BEAM REINFORCED w 4- 6 Tr,� 1 -4 i / # REINFORCED w/ 4-#6 TOP AND 6" STRUCTURAL W 5-#6 BOTTOM w/ #3 STIRRUPS 1 4 #6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0 EACH END, 8 CMU BREAK-AWAY » I 4-#6 BOTTOM w/ #3 STIRRUPS CONCRETE SLAB @ 6 O.C. FIRST 4'-0" EACH END, F� m " 1 -4 WALL BELOW, SEE » 1 -4 @ 6 O.C. FIRST 4 -0 EACH END, GB-3 THEN ® 8 O.C. AT MIDDLE THEN @ 12 O.C. AT MIDDLE EL. +15.25 NAVD #5 @ 12 O.C. BOTTOM � � SHEET S-2 THEN @ 12" O.C. AT MIDDLE BOTTOM OF GRADELo GB-5 GB-6 BEAM GRADE BEAM AT LOGGIA EAST EDGE CONDITION GRADE BEAM AT LOGGIA NORTH SOUTH EDGE CONDITION INTERIOR BEARING WALL wZ SIMPSON CONNECTORS U 3 SECTION 4 SECTION 5 SECTION S-6 SCALE: 3/4" = 1'-0" S-6 SCALE: 3/4" = 1'-0" S-6 SCALE: 3/4" = 1'-0" 26" 4'-71 11 x5-6" 2'-621" » » ELEVATOR PIT » 12 12 9 ICF WALL W/ 1-#5 VERTICAL - PLANS STUCCO FINISH AS PER 12 �- - STUCC @ 24 O.C.FINISH AS PERN EL. +17.33 NAVD :I ��ARCHITECTURAL PLANS ��ARCHITECTURAL #5 TOP "BENT BAR" SOABOF ELEVATOR f€ #4 @ 32" O.C. HORIZONTAL € 1-#5 VERT. DOWEL @ 24" O.C. 11 ICF WALL w w/ STD 90° BEND INTO GRADE W E III » ` „ / 1-#5 VERTICAL 4 @ 12 O.C. 5 BENT BAR :I a ` @ 24 O.C. # ( BEAM ALIGNED w/ ICF WALL " 5 @ 12" O.C. TOP # " a TEMPERATURE ¢ REINFORCING ABOVE 6 STRUCTURAL # I; '1 @ 12" O.C. TOP a » -I i 1- 5 ERT. DOWEL @ 24 O.C. #5 @ 12 O.C. TOP REINFORCING CONCRETE SLAB w/ STD 90° BEND - €, # . ISLAND TERRACE S 'n 1/3 SPAN OF REINFO CING N 1 3pcs #4 w/ ST 90° BEND INTO GRADE w/ STD 90° BEND in ; 1/3 SP N TOP REINFORCING TEMPERATURE II N BEAM ALIGNED w/ ICF WALL EL. +17.75' NAVD o REINFORCING I SCALE. 3/4 1 -0 REINFO CING ABOVE TOP OF COPING W A '� __ 2-#4 2-#4 SUPPORT I, • N TOP OF SLAB V SUPPORT = l l , 1' 2' EL. +18.33 NAVD CANTILEVERED ......................... ...... in ( ) D ,I , +19.43 NGVD • n. ? TOP 0 SLAB EL. +17.25' NAVD AS POOL COPING • • • SLOPE _ +17 91' N N ; ° P N iv EL. #4 @ 12" O.C. cD o ELEVATOR r ' MANUFACTURER/OWNER _....,._._•,_._,_.,.. _ SLAN AVD u: ;• . r. TOP OF TEMPERATURE I WATER LINE #5 ® 12" O.C. BOTTOM rL BOEL. OM AVD REINFORCING BOTTOM OF SLAB FOUNDATION OPTIONAL CONSTRUCTION 6" STRUCTURAL CONCRETE 4 @ 12" O.C. TEMPERATURE #5 @ 12 O.C. JOINT/ OLD JOINT SLAB REINFORCING SECTIONS AND BOTTOM V-4» 0 16" CONCRETE POOL » 6 STRUCTURAL 1 GRADE BEAM / MONOLITHIC CONCRETE GRADE 0 CONCRETE SLAB DETAILS 1'-6"d x 1'-4"w GRADE BEAM GB-7 SWIMMING POOL /WALL w BEAM, SEE PLAN REINFORCED w/ 4-#6 TOP AND GB_3 #4 @ 12" O.C. 5 TOP L 1-#4 @ 12" O.C. VERTICAL, ;,) 4-#6 BOTTOM w #3 STIRRUPS TEMPERATURE REINFORCING o0 EACH FACE, AND 1- 4 » #5 @ 12 O.C. TOP / # 2 -6 d x 1 -4 w GRADE BEAM @ 6" O.C. FIRST 4'-0" EACH END, #5 BOTTOM REINFORCING @ 8" O.C. @ 8" O.C. HORIZONTAL, REINFORCED w/ 4-#6 TOP AND 1'-4" F� lm @ 12" O.C. BOTTOM REINFORCING N EACH FACE. EL. +15.83' NAVD THEN @ 12 O.C. AT MIDDLE " , I 4-#6 BOTTOM w/ #3 STIRRUPS BOTTOM OF GRADE @ 8 O.C. » ,f 1 -4 7 -2' @ 6 O.C. FIRST 4'-0 EACH END, GB-8 2 -6 d x 1 -4 w GRADE BEAM d- 1 -4 REINFORCED w/ 4-#6 TOP AND #4 VERTI AL w #4 VERTICAL THEN @ 12 O.C. AT MIDDLE BEAM EL. +16.83' NAVD 4-#6 BOTTOM w/ #3 STIRRUPS @ 12" 0. . Q @ 12" O.C. S_6 BOTTOM OF ELEVATOR @ 6 O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE #4 HORIZONTAL ® s" O.C. #4 HORIZONTAL GRADE BEAM AND SLAB AT ISLAND TERRACE GRADE BEAM AND SLAB AT ELEVATOR PIT s CONCRETE Pool SLAB " ® g O.C. 03/05/2015 w/ 1—#4 @ 12" O.C. SH OR SECTION BUILDING PERMIT ISSUE DIRECTION, TOP AND BOTTOM, LOCATE ALL LAP SPLICES WITHIN 7 CHRISTOPHER C.ICATHE,wc. SECTION 3—#6 CONTINUOUS AND 4 @ 8" O.C. LONG THE POOL SHELL SLAB. AVOID 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS 6 # ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. F ,42 SULTING STRUCTURAL ENGINEER AT BOTTOM OF DIRECTION, S-6 SCALE: 3/4 = 1 -0 TOP AND BOTT LAP SPLICES WITHIN THE POOL oosceowti0tNUE S-6 SCALE: 3/4" = 1'-O" POOL WALL SHELL WALLS. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JAQKSONVILLEBEACH,FLORtA32260 • • •. • • • WITH CHAPTER 26,ANSI/ASCE 7.12"MINIMUM DESIGN LOADS FOR BUILDINGS +Ig9g�277-,}70'7"9 00 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED NA akathe 9mail WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �< e 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ?. � s ji INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND <✓ e�"� OTHER STRUCTURES"MENTIONED IN NOTE 2. FL RE:36820 ARCHITECTURAL CAP -------- --- " ARCHITECTURAL CAP -- -" "-•.. r AS PER OWNER'S AS PER OWNER'S ._ _.._........._._....__..�_..__........ . REQUIREMENTS NOTE: REQUIREMENTS ._.._...........................:............._._..._ m o N I INSTALL SITE SCREEN WALLS _.... """" _� Q 00 A N N 0000 8"x8" CMU OPEN BOTTOM 8»x8" CMU OPEN BOTTOM H..,,......,., - o M IN 5 -4 LONG SEGMENTS. 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CELLS SOLID w/ CONCRETE I LL CELLS SOLID w/ CONCRETE ' AROUND TOP OF COLUM p O a d 1-#5 VERTICAL DOWEL w/ < 1-#5 VERTICAL DOWEL w/ E a ARCHITECTURAL W N Z W STANDARD 90° BEND AND € i STANDARD 9Q° BEND AND ' J STUCCO FINISH A z » z PER ARCHITECTURAL 25 MIN. LAP w/ VERTICAL GRADE 25 MIN. LAP w/ VERTICAL - GRADE /\ \ \ / , „ REQUIREMENT REINFORCING ® 32 O.C. ///// // /� REINFORCING ® 32 O.C. \ \ \ \/ „ » 16"X16" CMU SITE EN TRY 12"dx32"w CONCRETE FOOTING \/\\/\ \\ \/\� 12 dx28 w CONCRETE FOOTING COLUMN w 1-#5 VERTICAL, - w/ 3-#5x5 -0" AND w/ 3-#5x5 -0 CONTINUOUS AND / # oD " - „ CENTERED IN EACH CORNER I �_ #4 x 2 -2 HORIZONTAL b #4 x 1 -10 HORIZONTAL o - X CELL. FILL REINFORCED , 20 ® 32" O.C., TOP AND BOTTOM, ° d _I ® 32" O.0 BOTTOM, ° d ° I CELLS SOLID w/ CONCRETE ALIGNED w/ VERTICAL DOWELS d ALIGNED w/ VERTICAL DOWELS „ 3 CLE R ' » » 3-#5x5'-0" AT EACH 3 CLE R 3-#5x5'-0" AT EACH 1-#5 VERTICAL DOWEL w/ 1 -0 8 1 -0 BREAK-AWAY WALL 10 8 10 BREAK-AWAY WALL STANDARD 90° BEND AND SEGMENT SEGMENT 25" MIN. LAP w/ VERTICAL Q 36" 2'-8" 2'-4"36" 2'-4" REINFORCING AT EACH CORNER NOTE: NOTE: „ 3 PROVIDE CONSTRUCTION , PROVIDE CONSTRUCTION a 4'- 0" MAXIMUM EXPOSED 8 CMU JOINT IN SCREEN WALL -4„ MAXIMUM EXPOSED 8„ CMU J GRADE JOINT IN SCREEN WALL ® O i „ FOOTING ® 5'-4” O.C. ” FOOTING ® 5'-4" O.C. ��//jj •\\/\�/����\\//\ LJL BREAK—AWAY SITE SCREEN WALL BREAK—AWAY SITE SCREEN WALL #5 DOWEL 1 SECTION #5 DOWEL 3 S E C TI ®I V 4'-6" x 4'-6" x 12 deep \// = U S-7 SCALE: 3/4" = 1'-0" S-7 SCALE: 3/4" = 1'-0" CONCRETE COLUMN FOOTING \ \ a. ° \ Q w/ 5-#5x4'-O" EACH WAY, ° - W #5 VERTICAL TOP AND BOTTOM ad < d �j m 2'-S" 2'-0" SPACING #5 VERTICAL 2'-8" 2'-0" SPACING ° C) • Z -- --------------------------- - 3" CLE R T ------------- ----------- 5-#5x4'-0" EACH WAY, z o jj 1'-7" 1'-4" 1'-7" TOP AND BOTTOM J i 6" 4,-6" Q 00 00 , r i ' • ' ° ° ° " ° ° " _CN14i ` ° 6 —8 MAXIMUM EXPOSED 12" 16"x16" CMU COLUMN ----------- ----------- -- Q #5 VERTICAL IN #5 VERTICAL IN #5 DOWEL 5 SECTION /z" CONTROL CONCRETE FILLED 1/z' CONTROL-/ CONCRETE FILLED _ - U JOINT CELL (TYPICAL) JOINT 5 _4„ CELL (TYPICAL) S-7 SCALE: 3/4 1 0 W 5-4" m 0) TYPICAL 5-4" "BREAK-AWAY' SITE SCREEN WALL SEGMENT TYPICAL 5'-4" "BREAK—AWAY' SITE SCREEN WALL SEGMENT `n q I 1-#5 VERTICAL -2 DETAIL 4 DETAIL IN EACH CORNER M -- W _ CELL, FILLED SOLID S-7 SCALE: 3/4" = 1'-0" S-7 SCALE: 3/4" = 1'-0" I ° ' w/ CONCRETE k' GROUT — w ARCHITECTURAL CAP AS PER PROPERTY OWNER'S REQUIREMENTS LINE 16"x16" CMU COLUMN 1'-0" NO SURCHARGE AT SITE ENTRY WALL 8"x8" CMU OPEN BOTTOM- OTTOM MIN. PERMITTED LINTEL BLOCK BOND BEAM w/ 1-#5 CONTINUOUS CENTER VERTICAL 6 DETAIL N REINFORCING IN3 " ARCHITECTURAL STUCCO I 8" CMU CELL S-7 SCALE: = FINISH AS PER OWNER'S { W E REQUIREMENTS NOTE: Ld O 1- 5 VERTICAL DOWEL w 8" CMU SITE WALL w INSTALL SITE SCREEN WALLS S � # / / IN 5 -4 LONG SEGMENTS. o w STANDARD 900 BEND AND i 1-#5 VERTICAL ® 24" O.C. 36" MIN. LAP w/ VERTICAL HOLD REINFORCING CENTERED SCALE: 3/4" = 1'-0" cO :D REINFORCING ® 24" O.C. € IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE » #5 VERTICAL 1' 2' x l'-4" 1 -4 2'-0" SPACING a I PROPERTY _.-- a -- LINE 48„ 3 - ------ ------ --------- - SITE SCREEN I GRADE 1 / ao GRADE m #5 VERTICAL IN i #5 DOWEL CONCRETE FILLED w ° CELL (TYPICAL) I 0 12"x42" CONCRETE FOOTING N a LO d W/ 3—#4 CONTINUOUS ANDm7#4 x 3'-0" HORIZONTAL 3' CLEAR ® 24" O.C., CENTERED _ - S -- 3-#4 2,-4„ 8„ 6» IN FOOTING, ALIGNED w/ -- ------------------------- CONTINUOUS VERTICAL DOWELS '/2" CONTROL 03/05/2015 S-6" JOINT BUILDING PERMIT ISSUE NOTE: 5'-4" 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. 6'-0" EXPOSED 8" CMU SITE SCREEN WALL PROVIDE CONSTRUCTION ESTABLISHED IN SECTION 62B-33FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER JOINT IN SCREEN WALL , „ „ , 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420x0_ ENUE " TYPICAL 5 -4" BREAK—AWAY SITE SCREEN WALL SEGMENT JACK '�LA64, \DA32260 ALONG PROPERTY LINE FooTiNG ® 5'-4 Q.C. WITH CHAPTER 26,ANSUASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS (808)2174707AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED T 7ockathalcom SECTION 8 DETAIL WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 7 SECTION 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE n j S-7 SCALE: 3/4"=1'-O" S-7 SCALE: 3 4" = 1'-O" INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE / WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND 7 OTHER STRUCTURES"MENTIONED IN NOTE 2. •�`° FL P.E.36820,.' I NOTE: INTEGRATED STRUCTURAL MULLS CN n ch fD N d ARE WITHIN THE WINDOW SYSTEM AND Q rn cfl o ARE THE RESPONSIBILITY OF THE " Q ~ N M 8'/2"x9" IN-WALT_ 11 ICF WALL SYSTEM Q CD Lu oCD Lu o W Q WINDOW MANUFACTURER FOR CONFORMANCEi w 1- 5 VERTICAL = (o 1.- CD p N 1-#5 VERTICAL, CENTERED CONCRETE COLUMN w� 1-#5 VERTICAL EACH 1-#5 VERTICAL AT / # 2-#5 VERTICAL THIS - Z) - WITH WINDOW/DOOR DESIGN PRESSURES IN SHORT WALL SEGMENT 4-#5 VERTICAL_ SIDE OF OPENING, WALL INTERSECTION ® 24" O.C. AND 1-#4 SIDE OF OPENING, W Q UO (TYPICAL) (2 LOCATIONS) SEE DETAIL 1/S-12 (TYPICAL) HORIZONTAL ® 32 O.C. SEE DETAIL 2/S-12 � W Lu w � X 1-#5 VERTICAL EACH 1 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH NORTHs EPs 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1-#5 VERTICAL THIS 1-#5 VERTICAL IN 0 w W U) W U LL- S E OF OPENING SIDE OF OPENING SIDE OF OPENING .................::::-' ,.=.,•:::== •:: " :m .>--- --H-- SIDE. OF OPENING SID OF OPFN NG 2 THIS CORNER Z n ID - ( ?, , E SIDE OF OPENING . . ._..- ..............................I................ W H „, T ........................ ....... ...................- Lu � Q o _ SEE DETAIL 1/S-12 1 SEE DETAIL 1/S-12 SEE DETAIL 1/S 12 ['.; ; ty SEE ]NAIL 1/S-12 �EE DETAIL 1/S-12 -1 SEE DETAIL 1/S-1k NORTHEAST STEPS „ „ _j LL J W n 3 :. i # D D D D C] L 2 : ` 0 1s x18 CMU COLUMN W/ W Q m 1- 5 VERTICAL IN L-1 L-1 L-1 L-1 L-1 1 f €¢ L-2 L-2 L-2 D Q W �3 snRRDPs BM-2 ; 1-#5 VERTICAL IN EACH LLl p p Z cV AT �/s x9 N3 STIRRUPS #3 STIRRUPS - - I i EACH CORNER, #3 STIRRUPS Y3 STIRRUPS /3 STIRRUPS ;I3 STIRRUPS }r3 STIRRUPS q" LllC AT' j 1/3 STRRUPS`I t t O 12' O.C. O 12' O.C. O 12',O.C. .........._._O 12•.D.C. O 12' O.C:_... N_..;.._,_,,:.,BRACIC O_72' O.C. : " MN 3:. ; O 12. O.C. :i O 12" O.C. O 12. O.C. 10• wide I _ (TYPICAL) r - Jy _..._........__._. nRcr1ED,._._....__....._._.... ._ CORNER, SEE DETAIL 4/S 8. Q LL p o W • 'e :-•.'.'.' • • .- i::3:::iA"&:iiii9s'sfrs?f • • • ,.f?;,r9G;;:;i!;i;' • • • •• • • • J"'.::::":'::zz::-: . < • • • .#. • .3F.......x., r,r.,::z.:: ,£,,,_..................... • • •:'f.'szi44i1::; • • • • • • .r::_.,. ..�:-r''.. �F_;_,.q.__....,.. • ..,..... ..,...... ..._ .. _....£ e "- • --�- :._...._ -----_------______________ (TYPICAL 5 LOCATIONS) � � O o a rn STRUCTURAL MULL - -. _._._._._....,. _ __,__. ;., ... __......__� 111 I :I ..,.,. ,,.,1; „ LL Q C� W I INTEGRAL WITH i --------------------------- VERTICAL,1- 5 VERTICAL ` r'( "' ` w j SHOWER BENCL€ I I I IOVENs ` £ 1- ;5 CENTREDZ a I WINDOW SYSTEM # I !wc.... I ? 'a; l '',,;, IC _ REFR. p 3, a WHIRLP004 i '=� ». All € :w .£ I s? » ESTIBULE slriK _'I 1 0 ;SIL , 8 x18 CMU COLUMN, , I C Z CENTERED BELOW ? a'; rue t ' 9 IGF' WAL- SEGI EkT ,_:: J_ __.. _._ ';:::m:::: ,,:::;,::' bmmmq dam__, W;' 3 € € w 1--#5 VERTICAL I I `� `;r l s 1 •. ,q s i 16'/z•xa• ' w I �' �:::- _._..._. ,... fi"YPiCAL / I I t6 x16" 90 2- 5 VERTICAL EACH .• f j # € WINDOW SILL I € c N w/ 1-' VERIICQI __ coLUMN I ) IN EACH CELL , , I SIDE OF OPENING, -:.. : ::=::: - r......... ..... I_ - -----I-I--� .I 2"x12" P.T. SYP NO.2 I I I € e BELOW II � �: I iI (TYPICAL) N,A„ „a , ® -, AND 1L 4 __ ___ _ 1_ o WINDOW BUCK 2-#5 VERTICAL THIS I ^J I SEE DETAIL 2/S-12 as €ii '� -_. ; .: �� KITCHEN I L(� 1p I E I 3S '��€ FRAME INTERIOR ;BEARING WALL ,HOR ZONTA[; ® 32 0 C. FULL TYPICAL SIDE OF OPENING, ��e 1- 5 VERTICAL IN J IFN „ Hr. I I J �� (TYPICAL) 11 I J Fn' I I m -< �- f I I # �N�: w/ DOUBLE 2x4 SRF No.2 BATH 1 / cues I ! ° 1-#5 VERTICAL EACH SEE DETAIL 2/S-12 ® FILLED CELL BELOW °; " _„ CLOSET 1 - I I 3 STUDS ® 12 O.C. € . ,, NG, 1 TYPICAL _,. CENTER OF OPENING i ;__......::::::::: , v, ...___ ..._....._._.......,_._........__._,,, • --->€ „ „ SEE AIL - -,€-m 81/ IN-WALL -�. € 10„ .d -1 €:I NICHE -' » ; DST 4/S 12 2x19 I 1 1 (TYPICAL) AsovE ~ BEDROOM 1 `,;;," " I I sINK ., B 2 x10 P.T. _. ( • • I wi e REINFORCED r::: ..:.:/. .:.: ... .A......,; � ,,. ,,,,,, SHLVS 3 � SINK s J' � ;ARCH.___., � € "' , CONCRETE COLUMN, ___ ::: _ ..: .:: . .:: I LINEN i i SYP N0.2 BUCK 1- 5 VERTICAL ; II NICHE WI ,, S ULE 0 HEET S 13 • " ---" '-"N'�'N" i ��""�'� �`�"� �s ` PANTRY; I � -' SEE DETAIL 1/S-8 I • • � EDN C E E AM, # » " ` SHELVES € I , *as is 1 i i - AA� EACH CORNER; __ " , ; ' � i I • • I ISE� HEC ONCR N S BE .._. 2pcs 2x4 SPF NO.2_._ (2 2"x8" I Dcn „-..._.,>..> (TYPICAL); /.., -.--' JACK STUDS AND cs (z)2xa �Acx , I / ' :j w` „� '? 9 ICF; WALL SYSTEMI€ Ili+ , j2)1.75"x 8 9E: _.._..._._._.____._._....__._.___. .._________ -r# J q 3 I ' » n STUDS EACH END j€� 0 my LVL ?S I,AI ;t, W.C,�I. P 1"{'I]R; i�SINK 1'I 3 ,i`3�3i',��:3/:j3. "x1a, a ( tl - 2x4 SPF N0. FULL 4 I f ! w/ 1- 5 VERTICAL , • iii ii LJ .:• • , ; , , i�....�.. .., LIVING i ' f ' ' LANDING t t HE DER gEAI� , i r .- ' i n , f .. - € » !. . ...,......._............... ........ HT. STUDS EA H END _ #' I ! I I ...._._.........._........ :;:: BM-6 f,� � � ' �, :> ® 24 Q:C:....RNIfi-_.1.._. 4... � e i I R° % J { ". , 8" wide , ,,,,>„W, ,Nw , - 'r2� •.'•.'�....•• •�••�•••-•• "` �� � rrrrmL�rrvrParrndir*rv�6ammrirrvfacvvrrr�iav LTT20B') ,�.., s.,, 1 r, JI LOGGIA I I .3 I Q ;..,:::: ------- ----------------- HORIZONTAL @ 32 O.C. I J I F. I I - - �' 6 ARCHED em ,._ .v, ,, ,,, ,, ,, ,,,,,,,,,,,,, ;:::w., .. .. . . . T . . .. .... .. . ¢, i,,..,,,,,,,,,,,, c, , ;x:a<, I £; y m I I ..,_..,,........ .........,.._....yc::.:.:,;: s,:;r ,,. STEPS - 1- 5 yERTICAL S-8 ACHTS24 2skips ?� (z 1Ts..a s2.7kips i € _...___ EACH END ' :..._..._... _ _ EACH END /z THREADED ROD , I I a , , ( f€ # » i 1- 5 VERTICAL EACH » III I I I j rr eo ae ¢ ¢ 2x12 P.T. SYP No2; 1- 5 VERTICAL UPLIFT CONNECTOR ;I # 81/2 x19 IN-WALL )EACH SIgE OF # „ I o . SIDE OF OPENING, I ; sr s,EPs LANDINGFRONTSTEPSOPENING: SEE; _,__.ENTRY, 01" m �, ', FO ER WINDOW BUCK ` ; 11 ` CENTERED BELOW GALLERY ® 48 O.C. I �O m� PORCH ' �i ¢ I I N� SEE DETAIL 4/S-12 CONCRETE COLUMN,DETAIL 7 S=8 mo€ ¢ (TYPICAL) - _1 TYPICAL 9 WINDOW SILL SLE DETAIL 9/S-11 it ¢� o SEE DETAIL 1/S-8 �(, • • , LL / ' I a WALL, CO (3 xs'r I ¢ FRAME INTERIOR ELEVATOR I ; "` '"" (TYPICAL) FOR NNECTION W _._ ---------------- �x_ .-.-.. . WALL w/ 2x4 SPF No,2 ( .,, , , FBM-61 -..........:.: _ w:.-_. 1 5 VERTICAL THIS ; �,m> # _ ,,., , W- 1. ::-. .::_.::::.,: _,_ ; ,....,.. _,_......_._._...._, _ STUDS ® 8 O.C. 1 II� I I C € = U a" wide __.__..... ............._.:., :-;,, .,, . a ICF SIDE OF OPENING {, ARCHED ' 'IALh AT__............. U�,;%A LU.:,AT ry._..._.�..�..._..r.. Ulli.,'.AT .__.. US=.+` 5'.... r 1 'x18[ k ' BRACKET A B ckEr i' RAQ�ET Abp � ' Ys S s 1- 5 VERTICAL AT DINING SEE DETAIL 1 S-12 {' I I L-3 -3 L-3 j , L-3 L-3 / ..t _ F - # / i€ Na : i 1 €n71 W WALL INTERSECTION SII =° ' °° ` y € "-•',---•-s : /ti STIRRUPS i ! o RRUPS STIRR S STIRRUPS STIRRUPS r w i E�^ '' :a O I I wFOU TAIN ! O 12. O.C. ' y I' ® 2 O.C. €O 12' .C. O 12' O.C. 0 12' OC ? '" t E ✓ ' R s ELEVATOR I II( ¢ rc° '3 1 r- .,. i x_ r' 3 ,: s EQUIPMENT [ I NRTICAL WALL MOUNTED/ II 1..- L _8 CMU WALL W/ ; ` TELEVISION i ; , ; +. € i "" SPA , -� I - °... '= ......._ ,°.......:..a SIDES OF OPENING, ___........._._ 1� 5 ' ERTICAL IN ; i ; ; ( _ .......................... ......_ I 1 �€ __ _._,_ <>: ,:,, I I t H W=. V Ji .. ...................................................................... ......... ....... .................................. # ..._ _ 1, 1, ____---_-_. ..................__,.,......_,,, ......... ......................................_......�.�,,._mss ........,...__,_. , --..u�� Lt �. � I I ?..- �_.,_._. _ DETAIL -12 �........_:_..... - ------- ---- . .. .. ::�.:_. { f T ISOKERN GAS tJ , '! € : CONCRETE FILLED I ' L) ,/ "I _ 4/S 1 I ii I I I I I ( Z ,, j 1_#? VERTICAL EA H _...._...._...... ._....._., 1-#5 VERTICAL EACH � :� I � s SEE ; „ FIREPLACE ,1 � a 1 ISLAND SIDE OF OPENING, I I i ;-..W_....:............:.r,' I Q _._.. I 1-#5 VERTICAL THIS I J DELL ® 24" O.C. __, , SIDE OF OPENIN, __............... _ _-____-_ ____-__ '_ €- I J TERRACE _ _ •----•-•-• -- SIDE OF OPENING : - i SEE DETAIL 1 S 12 """'"" '" SBE DETAIL 1 S 12 / _...___ DRILL4 AND EPDXY _..._...__...,...,._......___.__...._._..._.__..............: _.___,..,.._„_..__,__... ;...__. _...._._... . ....__...... _ _ _ _._.. ._...._._:_. - __ . .::: • • ="'='% • • SEE DETAIL 1/S 12 W ,......._L......-L................................................ 3 "BENT BAR" C°? 32" O.C. 1-#5 VERTICAL, CENTERED 1- 5 VERTICAL EACH -� » `..: `'i;"�' GASGRILIY: -.,�^. ' I• I Q # 1 # 9 ICF 11 ICF I I '`E TYPICAL 2 LOCATIONS BELOW WINDOW SILL SIDE OF OPENING ;.. •. . ,.: :,. ... . ..L::` #5 TYPICAL , �. .. ;� STIRRUPS. ,..... '",.' ..`:., :'::: . •.. :.'t..Y3 STIRRUPS..._+....,..1,,..' :..2:.,yi/t3 STIRR � � : •"ii"..'._�.".../3' 3:i,.c..,..: .. ...1'I•d1S CORNER VERTICAL I I 18•x18' W ( ) SEE DETAIL 4/S-12 :: ; ® e• o:c.. : ..: : ..:.. . .:. .. . .. .. .. . e� o:c. ..< .. .: .o e" ,c. '... :':: .. , 2-#5 VERTICAL AT -#5 VERTICAL THIS I I ADD 2 5 VERTICAL, 11 x2 -5 ICF ' SIDE OF OP NING I n7112 # ELEVATOR WALL BEAM BEARING ,.. ... . ..: .. ... B ZSWIMMING POOL a ...;., .. ..:11 x2 5 ItrF SID 50FEOPIENIN TMIS,r ' 1STAGGERED, IN SHORT WALL 11 ICF WALL SYSTEM ® ' E 1 W6'" 2-#5 VERTICAL EACH I �;. ,• .. : ,.. .. ,. ' WALL SEGMENT w/ WALL SEGMENT w/ E DETAIL 2/ 12 I SEGMENT TYPICAL) w/ ;.,,.. - " ' i I I I w/ 1-#5 VERTICAL SIDE OF OPENING, m 4-#5 EACH FACE, 4-#5 EACH FACE, SEE DETAIL 2/S-12 '.'.l,', f..A''.',.1 , m I 1 Q BENT BAR ® 12" O.C. AND 1-#4 SEE DETAIL 2 S-12 SEE DETAIL 2 S-8. >:€ :•SEE DETAIL 2 S-8 ;: ' `' ;;.. "' .'' I I I I I # / • "`: .. `.. y. ..i.. g I I 10 wide REINFORCED HORIZONTAL CcD 32 O.C. :..::.. .. m I 1 ARCHED CONCRETE BEA • • •;;, • €; , ;: •T _ SEE SHECULE ON SHEET S-13 POOL WALL POOL WALL (€i' • : ----------- -------------- M uj '/2" CDX PYWOOD CEILING © i BM-3 C1 BM-3 C1 BM-3 C1 BM-3 C1 BM-2 © m 16"x60" 16' wide 16"x24• 16" wide 16•x24" 16" wide 16'x24" 16' wide 18•x24• 10' wide 18•x16" DIAPHRAGM, FASTEN w/ 8d ARCHED ARCHED ARCHED ARCHED ARCHED Lo COMMON WIRE NAILS ® 6" O.C. 16 x60 CMU COLUMN w/ 16"x24" CMU COLUMN w/ 8"x`14" CMU COLUMN w/ 18%18" CMU COLUMN w/ � 1'-115/a" EDGES AND 6" O.C. FIELD. 1-#5 VERTICAL AT CORNERS 1-#5 VERTICAL IN EACH 1-#5 VERTICAL IN EACH 1-#5 VERTICAL IN EACH AND INTERMEDIATES, CORNER, SEE DETAIL 3/S-8. CELL, INTEGRAL w/ CORNER, SEE DETAIL 4/S-8. 81/2"x19" IN-WALL 19" SEE DETAIL 5/S-8. (TYPICAL 4 LOCATIONS) 16"x24" CMU COLUMN (TYPICAL 5 LOCATIONS) #5 VERTICAL FIRST LEVEL 11 " ICF WALL FRAMING PLAN . CONCRETE COLUMN � ,�:.:r { •-� `•., IN EACH CORNER w/ 3-#5 VERTICAL INTERIOR 1-#4 HORIZONTAL "�' - ~ ' CELL, FILLED SOLID NOTE: SEE ARCHITECTURAL �::-. : ; . EACH FACE CcD 16 O.C. � -' ' PLANS AND WINDOW/DOOR !� .F (�; r�1:, w/ CONCRETE CAL 1/4" = 1'-0' �J MANUFACTURERS REQUIREMENTS SCALE: _........._.__._..,,........ ..._..__.. FOR ACTUALROUGH OPENING GROUT E C1 DIMENSIONS. NOMINAL 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ • e' • a • :� DIMENSIONS SHOWN FOR DBL 2x4 SYP No.2 TOP PLATE, DOUBLE 2x4 SPF No.2 STUDS -'--.- a -------------.ao-- -_ t 16 x24 CMU COLUMN GENERAL LAYOUT. ® 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. I_.. _ - , • • • - - 2) ALL INTERIOR ELEVATOR BEARING WALLS SHALL BE CONSTRUCTED ~- AT COVERED LOGGIA FRAMING NOTE: GENERAL w/ DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS N 2"x12" P.T. SYP No.2 1 ; CONTRACTOR TO COORDINATE ® 8" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.Q. ---.'::w ::-:: : : :::::: . 3 DETAIL _ DOOR BUCK ._._..._._.._.._.._.............._......_.........___.,...___... � ;..............:.........- LOCATION OF FRAMING MEMBERS .. ................. 3) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS - - ' 1 = S-8 SCALE: 3/a" = 1'-0" WITH HVAC DUCT WORK AND MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. W E ELECTRICAL FIXTURE LOCATIONS. 11" ICF-BLOCK EXTERIOR 3-#5 VERTICAL V-6" INDICATES INTERIOR BEARING WALL INDICATES CONCRETE BEAM AS WALL FORM EACH FACE I-•-- -I BM- S I I NOTE: SPLICE ALL MULTI-PLY PER DETAILS ON SHEET S-13 " " 2"x8" HEADERS TOGETHER w ==0= INDICATES HEADER BEAM INDICATES 1.9E MICROLAM LVL SCALE: 1/4 - 1 -0 81/2 x19 IN-WALL CONCRETE --- 1-#5 VERTICAL / „ _ , IN EACH CORNER 4 ROWS 12d COMMON WIRE INDICATES 1/2" CDX PLYWOOD FB- COLUMN AT FIRST LEVEL DOORS CELL, FILLED SOLID NAILS ® 12" O.C. EACH LAYER FLOOR BEAM. SEE PLAN FOR SIZE , �I _ w/ CONCRETE CEILING DIAPHRAGM 2 4 8 1 D E TA I L : �;; dk GROUT NOTE: SPLICE ALL MULTI-PLY L-# INDICATES ICF LINTEL BEAM, SEE (+0") INDICATES TOP OF INTERIOR O „ STRUCTURAL SHEET S-13 FLOOR BEAM FLUSH w/ FLOOR S-8 SCALE: 11/2 = 1'-0" C2 18.0 MICROLAM LVL FLOOR BEAM TRUSSES TOGETHER w/ 7 ROWS 12d RING A INDICATES 1 pc SIMPSON LTT206 18"X18" CMU COLUMN SHANK COMMON WIRE NAILS (-Zp") INDICATES TOP OF INTERIOR 11"x2'-5" ICF 2'-5" ® 12" O.C., EACH LAYER x INDICATES 1pc SIMPSON HTS24 FLOOR HEADER BEAM BELOW TOP MAIN HOUSE AT COVERED LOGGIA TWISTED STRAP OR SIMPSON OF FLOOR TRUSSES FIRST LEVEL WALL SEGMENT w/ 1-#4 HORIZONTAL MSTA24 FLAT STRAP 4-#5 VERTICAL INTERIOR ,> ENTRY OPENING - 2 ® INDICATES MASONRY COLUMN AS EACH FACE rv.__..._. . ........_..._..._............._...._........_...__...._.. ..,_ 16._.NO.C_,.............._.__ _..__.: _ .._ 4 DETAIL AS PER PLAN ::::::. -f'::; i _.._ INDICATES '/ "0 THREADED ROD C PER STRUCTURAL SHEET S-8 ALL RPLAN CIN ;........_. ._.. . , 3 _ 8x8 CMU OPEN SEE STRUCTURAL SHEET S-22 PLAN ............. _ S-5 SCALE. /a 1 0 .................... ......... ....... ........................................................................._.:....._.......................................-_._............ ; BOTTOM LINTEL ;::.. '::::::::::::::€ :::::::: ....................................__..._..........., ... ..... --- ......E ........... ............................. .. ........... ...... '; • .° c • a • • 1'-115/a" BLOCK AT SILL I h 4'-8" WIDE, w/ 1-#5 HORIZONTAL OPENINGS UP TO ...-j .t ----------------------=- ---------- o--- --- a I Ica-, ... ;,. ..:;;. •;:'>�:'.::: , - # • • v • t. 5 VERTICALS CENTERED IN FIRST CELL P.T. .SYP No.2 � -1 #5 VERTICAL " # 4. EACH SIDE OF x12 ..........................._........................................ ,,.........._....,...........................__.......... ......... , ....,,.. ,•;, ,, , ,-:..•, r, , ;, ,, EACH SIDE OF OPENING ..........................__ _.............. ......... IN EACH CORNER �t......................._........_'..........,...:........:_: .>_,..�:........................... .........f,........... ................. .1 v f :. . .. ..r ,..,..,.,,..,,,,.,,,,.,.. ......,....._., i -.-:.-;:-::::::::.--:-::::-:':::::':-::::-::::.::..:'::.::.:::::::::::-�::-:::.-.'.:-'::::-:':.-.-:':.-:.:.::.::.:::.::::::::: °° r•:-•.• -• .. .: € -•,:.,: (( •;<;�.:. •• �, r ..• -- i• € ENTRY OPENINGS , DOOR BUCK..._,;_..._ _! f :•5 _.. S=8 ! _ ................... ........-_.. .....................................................,. M d=,. : ; . • : . . , ; , . I : , . . CELL, FILLED .SOLID ; i ..._._..-_. _ Is ,� AS PER PLAN , W/ CONCRETE f j � 1 1 ....._....... '.:�°i . r.�:.� .u.. ,.,,........_..__,,,,__„fi„_...................................:;.; ..:,.,.,,,,.,,,._......._fi..........,,,,,,,,,,,,,,,,,, ,.,._i%.......- ^ , 1 , ' EXTERIOR GROUT ' ., ,;,.;:• : :,. :,.• : .._��, 03/05/2015 ....4 ... .... ................. _.... : . • : , : '__.._.._ €' ''i• � II. BUILDING PERMIT ISS UE 11" ICF-BLOCK 4-#5 VERTICAL 1- 5 VERTICAL IN FILLED 8" CMU WALL w 1- 5 WALL FORM EACH FACE C3 1-#5 VERTICAL # / # ROUGH NO "BUCK" 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHERQKATHE,INC. CELL BELOW CENTER OF VERTICAL IN CONCRETE OPENING CONSULTING$TRUC7,URALENGINEER n 1 " 1e " IN INTERMEDIATE REQUIRED ESTABLISHED IN SECTION 628-33 FLORIDAADMINISTRATIVECODE. ,"e 11 x2 -5 ICF WALL SEGMENT 16 x60 CMU COLUMN ENTRY OPENING FILLED CELLS ® 40 O.C. 1420 OSGEOLAAVENUE CELLS, FILLED SOLID 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE I, AT FIRST LEVEL DOORS TYPICAL SILL AT ENTRY OPENING OPENING AT 8" CMU ENTRY PORCH JACKSQNV!L180)2174707ORiQ32266 AT COVERED LOGGIA w/' CONCRETE GROUT WITH CHAPTER 26,ANSIASCE7-12"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED GCka 2 DET /L I L 5 DETAIL \/ \I WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. H 6 E L E Y A TI ON J DETAIL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE 77-D' INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 3 » WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND G V yv S-8 SCALE: 11/2" = 1'-0" S-8 SCALE: 3/a" = 1'-0" S-8 SCALE: 3/4" - 1'-0" S-8 SCALE: /a = 1 -0 � OTHER STRUCTURES"MENTIONED IN NOTE 2. FL P.E.36820 NOTE: INTEGRATED STRUCTURAL MULLS C0 N ARE WITHIN THE WINDOW SYS EM AND SPECIAL ICF WALLS 00 a M o N ARE THE RESPONSIBILITY OF HE 9 ICF WALL SYSTEM Q co o N 04 1-#5 VERTICAL, CENTERED WINDOW MANUFACTURER FOR CONFORMANCE w/ 1-#5 VERTICAL a o W � E 0 N # ® 24 O.C. AND 1-#5 2 __ o H = - I IN SHORT WALL SEGMENT WITH WINDOW/DOOR DESIGN PRESSURES „ 1-#5 VERTICAL IN W _ co E o 1 (TYPICAL) HORIZONTAL ® 16 O.C. 1-#5 VERTICAL, CENTERED -1 EACH CORNER, W Q U rn CANTILEVERED AND 1-#5 HORIZONTAL 2" IN SHORT WALL SEGMENT (TYPICAL) 0� LLi � iLi W X 11" ICF WALL -1 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1- #5 VERTICAL IN ABOVE THE BOTTOM OF 10 x12 CONCRETE 0- U Q N W - ILL x THE WALL (TYPICAL) 1-#5 VERTICAL EACH 1 #5 VERTICAL EACH ROOF HEADER BEAM Z) W Lu Z � U SIDE OF OPENING, SIDE OF OPENING, ...__..._._ _ ....." --....- SIDE OF OPENING,' 1 E V OPENING, SYSTEM ABOVE EACH CORNER, 1-#5 VERTICAL IN SEE DETAIL 4/S 12 SEE DETAIL 4/S 12 (TYPICAL) ABOVE U tY U U) Q o __ .... _... ..... ... ..... .... ...._ ... .........._L........:.. `.:.: SEE DETAIL 4/S-12 S E DETAIL 4 S-12 a - W ti i _ € y . ........ ... .....—_...._............- -------- ---. ---�..... ..............__. ..,,_... ..... ........ ........ ..,, .,�_,...._._.... ...,._.. J F m r EACH CORNER, HADDONSTONE M5 TUSCAN CAST cn r L-6 L-6 L 6 L-7 L 6 I / L-6 L-7 L-6 L-6 L-6 ' STONE COLUMN w/ 2-#5 VERTICALS W Qp Z c��,I (TYPICAL) /3 STIRRUPS STIRRUP /3 STIRRUPS /3 STIRRUPS y3 STIRRUPS / ROOF BELOW #3 STIRRUPS /3 STIRRUPS p3 STIRRUPS /3 STIRRUPS /3 STIRRUPS BM-8 0 12. O.C. 0 1z• o.c. 0 12 O.C. o 6• O.C. 0 12• o.c. — — __ ....................._._. _,.. .__.. ..._.....__. ,/ , SEE SHEET S•14 O 12. O.C. O 6. O.C. O 12' O.C. O 120 C.C. O 12. O.C, / 61/ "0 LL m > i—r _ .:. .»=��.< �„ ::::-�--1 . : -...� .- :.. .., _ >,o z CORE FILL Q W BALLOON FRAMED GABLE __. _�..,. . � ,.<...._�.....,. ..� �o-W :., +/. CAAII3ER ;,_::: ;;_" € � O » £ , € � �_:-_-... --,--_-__-;-:_ � 2€ I CORE SOLID w/ CONCRETE GROUT 11 ICF WALL SYSTEM ; I / ;, _ o: 1- 5 VERTICAL, £ I € € , , ____c__c_c____c_"_cc__c_____ LL Q CV # 1-#5 RTICAL, / € E;, ; 1-#5 V RTICAL CENTERED / - °° (TYPICAL 4 LOCATIONS) �- W = w 1- 5 VERTICAL £ ' " / # ENTERED BELOW i ' I CENTER D BLOW / , _,. "£ 1 #5 VEITICAi ,, ::,...: 1 € I € Z d £ EE wC " SHOWERr / _ L-6 I', j BLOW WINDOW SILL = I ElEia ® 24 O.C. AND 1- 4 £ £ d g',..._ /: CENTERS BELL e €; € ,. :::. :.,. ,:•:•:. ::-; . :::."' # WINDOW SILL INTGR , MULL f ' £ ; , / / /3 $nRRDPS BENCH) SHOWER i ;' 1401;SINK„ INTEGRFtS MULL!I (TYPICAL) / 177 L tip' ..`"..•' /^:'.._,; ,E;;, HORIZONTAL ® 32 O.C. i , € / / 012• o.c. £ 'a • / I (.I J (TYPICAL) % F,ai � € :BENCH; / 1 �1` $ i m i E`I J f........__.:............. .......,;........... �r ,,,,r, �.�._...:. € , 2— 5 VERTICAL •t 2x6 P.T. SYP N0.2 ; lvl. ,,�- 3 101 ted... -.;: . .: TU . _.........,.. WINDOW S " TE .., I 1 SIDE OF OPENING, I II 3 v FIRST STUD AGAINST ICF I WINDOW SYSTEM f / I ' ; `% �"�.•-.- Y ... 0 / 1 5 VERTICA AGH ,< i # ___...__ _ W/ INTEGRAL .._. . 4 £ SEE DETAIL 5-/S-12 i h ::' ' r < I 11 o CONCRETE CORE. FASTEN lO_ I w/ INTEGRAL B 2 ' /' SID' OF 4J 'EIING, I 11 t i / r'.; .aLo ::: z- ? STRUCTURA ...1A11L 1 » » _ -+ 1 / 1 Ld qtw/ 1/z 0x8 HOT DIPPED o0 ' STRUTURAL MULLS € 1:2,:::.:,4 - 6 /2 x19/ IN WALL N. I ' ; • / SEE , ETAIL4 i ; (4 .. .._� / r-€ E , s LINEN -,c.., ,,T;•;�:i'::..,,..,,,,,,,... cs, GALVANIZED ANCHOR ; N ;: 1_.......__.......N._% `.__. L .,.�............ E / £ TYPICAL I ; CONCRETE COLUMN, ww g 3 :.:::::::::::::::::: J ® .A8 1 ;4 £ r NICHE S S'L, SINK 1 t SINK `c, b / :il / I Ls ` I E £ 2 � 5 I ...y, .: ..e _ € m BOLTS, -.WASH ERS,..../aNp._ ......... . . ; sHLvs ' S }, 5 CLOSET 2 £ £ € MASTER EE DETAIL 2 S-9 %i " / / BEDROOM _..., £ ;: ;; v S 1 F ; „ �,,.. ( „ „ r� pp c� HEX NUTS 0 32 O.C. s : ; 5 ,E 10 x12 CONCRETE ,. 55 5 , , , ppp ,... ....___........._......... ..........._ ........ .... ........ ......_..._ .... ,�,. 3 q BATH /j ;� Lf� ,% EAT q rr„rW r„ rr,,,H„ ,,,,iN '•,�, € �i , . , ; � -,.,,,_,.,,,..,...,_..... .......L' s � ; � Sof: �'.l:'�' '� I W _ J [ t ,� 5 LAUNDRY € ,.•. 1 ' �:'4.`t^:�:'`� ';; j,•, ROOF HEADER BEAM ROOF BELOW I� i E '/ E E £ ,E /'/ H- I /Ip £ {{ s 0 _ ,J f P` �I.•'� ;/' °,' 1; Eiil t E d i @@ 'q rf i 1; ,%A €E A I M aTER € �< I' ABOVE j# 5 S ' D_' X { ; 3 1 » » E 6 s 5 L�'�;;:, j 1 E E E 5 5 r Q I / „ t i, k Y 'jl f € 1 e� I`....ir LEi 4 5 £ BENCH / STEAM ,./ , N I , �S! Kc%E LLI 3 '°T x6 Cn SPF N0.2 : = 5 i €'• ...... ....., � > N : 1 pp HVAC , , TPtIR: `k -;F .. 5,$” 3k$ M €. 5 6 ; , , .._ . . .. ...;; .. .. : , % ..�,. , r, �• 3 B 3 ROO -��t L� 1 I , , ,..; ,.: £ y `` BED STRUCTURAL MULL STUDS, , 4 £ I i ELE1/A 02 A L "€S{gIlx'UI��S ` £ ''', / g , w.c. � h7 1 � £ � t f E{ �''� N141-1 I f i 6 E.£: �%i ' ,.. ..'.....,=1_1....... . . .. `3SEE DETAIL 4 S 9 _ ..a....._;_..._... : ..... ...... . ...... / / E / d MASTER:3 �6 IN .f I/ , i,..,,..f,...�,,.ew.�b,.✓ Tf �� ..O : 0 L I v/r,,.._.._._......... �„",,,,,r„}r,,,,,t, ..., :,,,, „H,,,, .., E. _....:.:_ it , i ,t g;i s_`... 5 L I :I• . I , ; Q 5, £:i....................................... ;„A....,,.,,,,.,.,.,.,, ...,......,.,,.,».., ._._.._._. j ; € F -AM.'S 4� R r,:”" a Ej.l ><o� E s .,.E C NNECTI-N SEE;'i; E I R ;.. 1N,,,,,, ! / ,, I E' �- LEI ;, x z. �.Iw z, ..1 v». BALCONY 11 >,. „ 4 3 € -- / • 1 0 �o_ € DECKING AND HANDRAIL a DETAIL 10/S-12 :: : ... .__.... . . � / 6 /2 x19 IN-WALL E ~'I' IGNED E 5 ; m i „ " - TYPICAL „ „ / / +E: 5, .:.:.:.• . ,`,,�.:;,:��' :..'.;' �:....::.. � ': I �;EII I SYSTEM DES � 2 ,x4 Sf�F No.2 — CONCRETE COLUMN f 2x10 P.T. SYP N0.2 j 1 #5 VERI1CAL, ( ) BY OTHERS WINDOW BUCK 11 j CENTERED BELOW STUDS ® 12 O.C. SE� DETAIL 2/S-9 I�I O S-9 ............._....._._ f • i —1 TYPICAL WINDOW SILL HALL / (' f „ » I I" 1, ':<'::. :::. V'..';. , . ". l (TYPICAL) 2 x8 2 x10 P.T. SYP f`Q.2 0 2-#5 VERTICAL EACH ( { ) __• s1 st (TYPICAL) /' LL (1 a' i ,• ,I :., "., s SIDE OF OPENING, "5 ' , ''.<< 4 BUCK AT END �•:;: / _ ,,., , , r ,,,/,,,,,,,1 SEE DETAIL 2/S-12 }","...._.....-..... - =� , ' U % 1-#5 VERTICAL IN # FL-61 -6 3 , I i' * iiiEl EACH CORNER - L 6 -6 © L SITTING 1 ...a�., :4 : ; :' :.:' ::::: 1 €E€Ia W € /li STIRRUPS /3 TIRRUPS /3 STIRRUPS 1/3 STIRRUPS /3 TIRRUPS - 515 1 1 ; ^`�.. `* I I' ;.Ol o •/ ..r I;'SE€ pcol 012 O.C. .ly,.O.G. ........ .......0_12.-O,C/_., ..O 12....O,G.-. . .. ... ...p,. 2'-0.6... ..-... o,. .. OR , t€ iy ; f �ELEV(TYPICAL) " f >' £ J a y�1- 5 VERTICAL EACH 1- 5 VERTICAL EACHROOFL f£ . f 1 " " 1 I=k / 1E€ I oig I U # # BELOW N �; :',,,� ..r�,.,;`.� w,,: ,, . ( i , I 61 x19 IN-WAL'L I :; { , .®..�:.:':,.: , '..':: ° : , 1,5 I I CANTILEVERED _ MASTER , , z -"+ HADDONSTONE M5 TUSCAN CAST SIDE OF OPENING SIDE OF OPENING a ,, .. E < , E `' i i " /' .'' :; ::•, "; : s 4 ; 1I ........— _."."..............__....._,.________._._.._,......,",.,..._._ : ___._ ...._"....._".........._. __..__ _._____..__w_,_,_.,.........._..___.._.._ _ .._.._ _._ ._..______ , , __ 1 ,. CONCRETE COLUMN .. :. .:': . ; W-1-CIF—WALL -------, DETAIL 4 S-12 SEE DETAIL 4 S-12 ® ' LOSET I "f _• STONE COLUMN w/ 2-#5 VERTICALS Z E I i! , €EEE, 1- 5 VRTIAL% ACM SEE DETAIL 2/S-9 r... : ,E E., Q SYSTEM ABOVE / / In # " ' I `€`( IN CENTER 61/2"0 CORE. FILL / SIDE OF` (SPENIt £ % E. 'Il ,. CORE SOLID w CONCRETE GROUT ® --I 1-#5 VERTICAL, CENTERED _ _ __ _ ._.. .: £ swNo ! 1- L, CENTERED 1 ;; ; "' BELOW WINDOW SILL L _.. _..:_ SEE DETAIL 4/ 3 -12 1 � #5 VERTICAL, ` ------------------ --- - � £ £ BELOW WINDOW SILL ---- (TYPICAL 4 LOCATIONS) (TYPICAL) LEVATOR WALL (TYPICAL) 1 BM-8 IsE ` Q 9" IC WALL SYSTEM �� r; ST1 IJY E - g i 1 » ';... nn(WAD to•" x 12•d I !' 1- 5 VERTICAL CENTERED : Y E % 6 /2 x9 ^IN-WALL I Pr v +/: cAueQe W # w/ -#5 VERTICAL co yN IN SHORT WALL SEGMENT _ y / L..................._.._.i € ' 12 O.C. AND 1 #40 CONCRETE COLUMN, (TYPICAL) HORIZON AL Q 32 O.C. 1 1 „ £ „ _..: ...._. / - SUN { W / I / SEE DETAIL 1 9 ' . ' /'f #5 VERTICAL, 2 10 P.T. SYP NO.2 £ / E, N .I 10 x12 CONCRETE 6'/2"x9" IN WALL 9» I 1 / E , I / ; w TED Did ROOF HEADER BEAM ad „ .. .CENTERED"" BELQW ;WINDOW BUCK , LE'ISIOu TERRACE z 61/z"x9" IN-WALL 0 �� WINDOW SILL I ' z / %��/� q A �I �, ABOVE Q CONCRETE COLUMN / (TYPICAL) z a3? ,, ®.P �,y ,I J In IjIII CONCRETE COLUMN, ti� (TYPICAL) / IRE41� Is „ o€ _ w 3- 5 VERTICAL / , {FI LACE ; £ _. _.._ 1 " / # INTERIOR o ___ __ 1 s / �, T,_"", F £ y ;€ /z CDX PYWOOD CEILING STAGGERED SEE DETAIL 5/S-9 / f % i- ter®' `iEE:E DIAPHRAGM. FASTEN U ..._..- _ _' ______..._....... _ ::"'' COMMON WIRE NAILS ® 6" O.C. 1- 5 VERTICAL THIS _._ --": # L-6 L-6 L-6 L-6 L-6 L-6 EDGES AND 6" O.C. FIELD. m _.........._._. a SIDE OF OPENING / 2- 5 VERTICAL THIS 1 • • ! _ , / ;I3 STIRRUPS /3 STIRRUPS #3 STIRRUPS .i3 STIRRUPS STIRRUPS ;543 STIRRUPS d . o _ SEE DETAIL 4/S-12 ____ _._9.1�'.4:c>...__, o1z•.o,C o"ia• o.c,.__.__ o+a' oc__."._ _ _ 0irO.c_ _,_....___.. ... ,o1z*_o.C,....._.._ _ SI E OF OPENING, _" " " """ " "" """" —_ __. DECKING AND HANDRAIL Lo SEE DETAIL 5 S-12 �_....# / SYSTEM DESIGNED CD 2"x10" P.T. SY No.2 ___ ._._._...........:..._. :.. .......... 1— 5 VERTICAL IN61/2"x9" " # IN—WALL 1—#5 VERTICAL EACH 9 ICF WALL SYSTEM 1—#5 VERTICAL EACH _ BY OTHERS WUNDO BUCK m"" """""""""""" ..__ SEE DETAIL 1/S-9 SEEID DETAIL 4/S-12 0 24" O.C. AND 1— 4 SEE DETAIL 4 S-12 EACH CORNER, CONCRETE COLUMN, OPENING, w 1— 5 VERTICAL SIDE OF OPENING, T PHCAORNERL N NOTE: 9 WALL ICF—BFORM " EXTERIOR STAGGEREDICAL (TYPICAL) HORIZONTAL @ 32" O.C. / ( ) WATERPROOFING AND 61/� "x9 IN—WALL CONCRETE exT RIOR 1/2" CDX PLYWOOD FLASHING DESIGNED _.,_......_.___ ..._......__._.__ ..:. WALL SHEATHING 2 COLUMN AT SECOND LEVEL WINDOWS _W NOTE: SEE ARCHITECTURAL SECOND LEVEL 9 " ICF WALL FRAMING PLAN BY OTHERS 1pc SIMPSON A35 TOP PLANS AND WINDOW/DOOR 1 DETAIL , I AND BOTTOM, EACH SIDE. MANUFACTURERS REQUIREMENTS SCALE: 1/4" = l'-0' FASTEN w/ 12-8d x 11/2" FOR ACTUAL ROUGH OPENING SPECIAL ICF WALLS S-9 SCALE: 11/2" = 1'-0" 3pcs 2"x6" SPF No.2 COMMON WIRE NAILS. DIMENSIONS. NOMINAL INDICATES INTERIOR BEARING WALL 9" ICF WALL SYSTEM JACK STUDS. SPLICE II-- DIMENSIONS SHOWN FOR 1 " " „ .._: ........, GENERAL LAYOUT. ---- w/ 1-#5 VERTICAL " N 6 /z x19 IN-WALL 19 TOGETHER w/ 2 ROWS ---- INDICATES HEADER BEAM 9 ICF 45' CORNER COLUMN CONCRETE COLUMN 12d COMMON WIRE INTERIOR ® 24 O.C. AND 1-#5 1- 4 HORIZONTAL FRAMING NOTE INDICATES 1/2" CDX PLYWOOD HORIZONTAL ® 16" O.C. L-6 w/ 3-#5 VERTICAL AND w 3-#5 VERTICAL # NAILS ® 12 A.C. GENERAL #3 STIRRUPS ® 16 O.C. / #EACH FACE INTERIOR " O CEILING DIAPHRAGM AND 1-#5 HORIZONTAL 2" /012 O.C. vv E ® 16 O.C. EACH. LAYER CONTRACTOR TO COORDINATE olz oc SEE DETAIL 2/S--9 " " LOCATION OF FRAMING MEMBERS ABOVE THE BOTTOM OF >.^ *cr �� (8 LOCATIONS) _._................-,......... .......... 3 CS Z X STUDS AS L- INDICATES ICF LINTEL BEAM SEE < / , THE WALL a WITH HVAC DUCT WORK AND ® STRUCTURAL SHEET S-13 � O ' i "'" "i ''o'�'' s J • • d e VERTICAL CENTER MULL ELECTRICAL FIXTURE LOCATIONS. 1 Q0�ir ,, 1- 5 VERTICAL CENTERED S -----------------o--- ----- - INDICATES 1pc SIMPSON HTT22 // + , I ..._.............. _._._ • • • BELOW WINDOW SILL a a 4 DE AIL x INDICATES 1 i �. ... SCALE: 1/4 1 -0 4 NOTE: SPLICE ALL MULTI-PLY pc SIMPSON HTS24 t 2"x10" P.T. SYP 0.2 ..................... _ _.T,_ ; 1 2"x8" HEADERS TOGETHER w TWISTED STRAP OR SIMPSON € _ _ ..._._.._._..fw _ (TYPICAL) 21 41 8' DOOR B CK ,.,;.., ; _ _...._...._.___:.W::.:._ _ 1 S-9 SCALE. 1 / = 1 -0 / a�`I - `' t I€ " / ,� 5,44,5, a d z 4 ROWS 12d COMMON WIRE MSTA24 FLAT STRAP o �d€I € sIM cfl �d 2"x6 ' SYP.NO.2 DOUBLE NAILS ® 12 O.C., EACH LAYER o T �N ? ;; y 'f "., ll l (` ; �I � TOP PLATE. FASTEN TOGETHER INDICATES /z 0 THREADED ROD I �,o;€ ., y� f [ i 20 r 9" ICF-BLOCK EXTERIOR V3-#5 VERTICAL w ROWS 10d COMMON SEE STRUCTURAL SHEET S-22 WALL FORM EACH FACE / E ' 2%10" P.T. SYP N0.2 MAIN HOUSE WIRE NAILS ® 16" O.C. /� ° y'` •• /i/ WINDOW BUCK 61A "x19" IN—WALL CONCRETE `� ` (TYPICAL) SHEARWALL SPECIFICATIONS SECOND LEVEL COLUMN AT SECOND LEVEL DOORS " ° ° ° k> ':: -- ALL REINFORCIN 0 DETAIL e SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER L-6 PLAN 2 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE y3 STIRRUPS S-9 SCALE: 11/2" = 1'-0" NAILS ® 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF 012• C.C. No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO 3-#5 VERTICAL 9" ICF-BLOCK ol (3)2"x8" SYP NO.2 PIECES SIMPSON CS16 FLAT STRAPS AT EACH END OF TOWER WALL FRAMING PLAN - IL , WALL FORM 3pcs 2"x6" SPF No.2 WINDOW SEAT SHEARWALL SEGMENT TO FLOOR BEAM/WALL BELOW. SCALE: 1/4" = V-0" JACK STUDS. SPLICE HEADER BEAM - 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 24" O.C. AND SM9 SW- - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE _ _ TOGETHER w/ 2 ROWS TO AND, N A35 AT # - ABOVE HORIZONTAL BOTTOM OF"THOS WALL (AT#CANORIZONTAL EVERS) 2 1NAILSO EAOH SIDE FASTEN AND, EACH SIDE. 11/z ® EACH INDICATES IDE OF NUMBER OF OR WINDOW O2x6 STUDS BUILDING RMIT s5E 2"x10" P.T. SYP NO.2 HEIGHT 2"x6. INSTALL TWO WINDOW BUCK, TYPICAL / j'.. COMMON WIRE NAILS. PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. #3 STIRRUPS 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. 16" O.G. e1 ry NOTES: ESTABLISHED IN SECTION 629-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL.ENGINEER 3pcs 2"x6" MULL STUDS AT 1) SEE DETAIL 1/8.5 FOR TYPICAL SHEATHING NAILING PATTERNS. 4,2 QMOLAAVENUE 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSRI LLE BEACH,FLORIDA 32250 45* ICF CORNER COLUMN WINDOW SEA HEADER BEAM 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL WITH CHAPTER 26,ANSI/ASCE7-12"MINIMUM DESIGN LOADS FOR BUILDINGS SHEARWALL SEGMENTS. �_ • (eoe)z17a7o7 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED ��,• ,•`:ceky �il com � 3) 3 5 DE Al DETAIL SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WITH A MINIMUM BASIC WIND SPEED OF 130 MPH, WALL UNLESS INTERSECTIONS ARE SOLID 2"X4" FRAMING NAILED 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE S-9 SCALE: 3/4" 1'-0" S-9 SCALE: 11/2" 1'-0" TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM (ALL MEMBERS). 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. FL P.E.36820 III SYP co 91, ICF WALL SYSTEM HEADER" BEAM N0.21 ENTRY SIMPSON „ » N co N N 2 w/ 1-#5 VERTICAL 1-#5 VERTICAL EACH LUS28-3 STAINLESS STEEL 1-#5 VERTICAL IN Q co � � N Cr) Co / p 9 x21 CONCRETE GARAGE o a co o -2 FACE MOUNT HANGER EACH EACH CORNER, COLUMN w 4-#5 VERTICAL, Q o ® 24 O.C. AND 1-#4 SIDE OF OPENING, VERTICAL EACH HORIZONTAL 0 32" O.C. SEE DETAIL 4/S-12 END, SEE DETAIL 8/S-15 (TYPICAL) EACH FACE AND #3 TIES ® 12 O.C. _ o(o - 1-#5 p N 1-#5 VERTICAL, CENTERED 1- 5 VERTICAL EACH 1' 9" W = (U) o SIDE TE ELECTRIC 1 #5 VERTICAL EACH -, 2-#5 VERTICAL 2-#5 VERTICAL IN SHORT WALL SEGMENT 1 # W Q U O rn METER RECESS ti I IN THESE FOUR (TYPICAL) -2 SIDE OF OPENING � W CK � SIDE OF OPENING IN THESE TWO ' 2- 5 VERTICAL IN EE DETAIL 4/S-12 CORNERS CORNERS 1- 5 VERTICAL EACH SEE DETAIL 4/S-12 n ° . . a .. D Z Q W W = � # # NOTE: SEE STRUCTURAL e W Z N ELEC METER I L-11 r ._ P- . ._ 1/ » » • ° •d p W W U THIS CORNER, - SIDE OF OPENING, 6 z x12 IN-WALL SHEET S-22 FOR TUBE W ~ S2" O.C. CESSED AT WALL , M3. t t; a '° (� (� (n Q O °` ° ' .,_. I o_�a• o�c. €; P��CH i; i :. SEE DETAIL 4/S-12 CON RETE COLUMN ° ° .. - - W � ........,,..................+,,............._:,,.....4..........,v.., ,, ...:. STEEL COLUMN .BASE o, � � � 61/2"x12" IN-WALL CONCRETE r:: :, " -='T"""""""""" SEE DETAIL 6/S-3 PLATE 0 I` �........ .: . I PLATE D AP a . Q (n COLUMN w/ 2-#5 VERTICAL I (.)2 x8 EMBED DETAILS. W p p cv I •. I . , t t �' t v �' CLOSET f€ 2 I • ° • e' < (n Q Z d- EACH FACE AND #3 TIES " " L-11 L-11 L-11 L-11 a. U) - ..._ „_,,.___.....,__._..,_...______..__.; 2 X1 D P.T. SYP NO.2 l ` t; L�11 F i .... , , .,,,,,�.:�. __ ' g 1 N3 STIRRUPS g3 STIRRUPS /3 STIRRUPS g3 STIRRUPS Q W W = O ® 12" O.C., SEE DETAIL 2/S-10 -, WINDOW BUCK :.., f I _m>3...�:�:.. , 01z o.c. 01z O.C. _ 0 1z O.C. O O o rn (TYPICAL) _-- ---- INTERIOR LL LL N W ---- I 1 •. .. .... .... ..... • . Yom.. Ill O ; STIRRUPS ; 1/ Z �- ..>., o » » cz --.--- r -- u mTo. eEvisiory_ INSTALL 6pcs z0 x 8" HOT 2"x8" P.T. 2pcs 2x4 SYP No.2 z� ' 01z O.C./ IT V. qs TH, EADED ROD 1-#5 VERTICAL , I » 11 w f p > Y " M �� DIPPED GALVANIZED ANCHOR BOLTS SYP NO.2 Ii JACK STUDS AND aQ HEA`R-WfLL REACTION CENTERED BELOW 2x10 f .T SYP N0.2 �d „ uj SOY » » 1 " PLATE < i m 11 WINDOW SILL WIIIJDOW BUCK I 0 24 O.C. MAX. w/ 2x2 x /e PLATE j 2pcs 2x4 SPF NO,2 L_ CONNECTOR EACH END , I ,4, 1 ; 0 WASHER AT INTERIOR FACE OF DOOR FULL HT. STUDS AT z>HTsza OF SHEARWALL SEGMENT m =1 _; (TYPICAL) I I (TYPICAL) a SAPS" - a T1PI AL I i OPENING EACH SIDE TO RECEIVE o FLUSH FLOOR BEAM _ , sr MR TO STAIR I x ' ..._............ ....._, ..._._ .._........_. 7eP-1 2"x$" P.T. SYP N0.2 PLATE 3 £i BEARING , , J `',., .i.. .....,.,. p 3 q : rn? GARAGE ' I ; CP-1 i j .4� ,.°- i. f i 5 % { f i £,i ....... 1 I -1 I Ili -1 tz� l . (2 75 ,Ll¢,,0 1.9E ;'; ' l SH ',ER BENCk, 1 ` I l i ;li _.......' '� 'i;; i �r n I. OVERHEAD GARAGE DOOR DESIGN WIND PRESSURES: ��m � ' ^....T +acRoht1 La.. N ` _N ' / -"" ` DINING l 9 " TS4"x4"x'/ " TUBE STEEL COLUMN 19"x21" CONCRETE COLUMN - t _____._........................__..... O ' +• £ l,l ; € I 111 `r' �o { I 4„ » 9 x21 CONCRETE 1 ,,m,�:,:.: ..,.,..., 1 ; , I LIVING I �� I , i W/ P5/8 x$ x12 BASE PLATE COLUMN AT OH GARAGE DOOR w 4-#5 VERTICAL EACH +29.4 PSF -36.6 PSF ="M<o Co (+: ,) � m l`E ` 3 / # 10 Q ,....,.......,....,..,u �� �L2 ' i E ',ii l 1 I 3 I 3 f -BP-1" " " " �H ; �o� Il Lt ...,. - _.., _ I l l I I m. ao B 1 t 3 e - AND CAP PLATE CP-1 AND #3 TIES ® 12"'01-c-.; ........ ,..I i _ , , BP 1 GARAGE =�� ; ££ - - 4_...__"__ ._._.______."._..,._ ao ; 4 " ��o POOL s ( I I ' II, (TYPICAL 2 LOCATIONS) 1 SEE DETAIL 1/S-10 _ ,Il II , ..: w.C. REFR. ;; ' L_ I I I DETAIL Cn u.�. BATH Y_...� 1 , « RTICAL '_ I I B I FRAME INTERIOR 'R✓........_., KITCHEN cP: 1 I ll S-10 SCALE: V/z" _ 1'-0" WEST BALCONY BRACKET, Il n. °'' -~ "--" w ------ CENTERED BELOW 1- 5 VERIIICAL, CENTERED I li; n[ r.. .....�..... L SEE SECTION 3/S-21 Il g BEARING WALL w/-�� - - «y l � WINDOW ILL IN SHORT IJJ�LL SEGMENT 9 ' W S Q " " o " 2x4 SPF . II POOL °xa�.; (TYPICAL) - (TYPICAL ,......i I ,. . ....... ; r� -2 Fli STUDS ® 12f 0.l . EQUIPMENT LINEN `fiq 04 ofO^, �: Nf� , s TYPICAL,..,... -'= .... y ....._�.� .... ......� � i i i I I15I��. Il 2)HTsza _ - . � IL... _.._.. _.... :........._:,. ( riI 1- HORIZONTAL� Illi STRAPS ` l I l E' 1 - � t {_ r ._ 1 ._ _..._. ® 2 #4 Q i _ _...._. ___ » 0 I, o ; _. - t 3 6 3 ® 32 O.C. J . , d---- ° " 6 /z x12 IN-WALL I'l0 LL. C NCRET COLUMN I;l FLOOR BEAM SUPPORT �___,_L_1.1 ...'i __._. _._.._.._.........,.__ ___ N E ,+ 1-#5 VERTICAL I O E -.._..... . .......................... L-11 L-11 L-11 L-11 EACH CORNER, W/ 2-#5 VERTICAL _ STUDS AND FASTENING, I I OUTDOOR STIRRUPS STIRRUPS STIRRUPS STIRRUPS .. ._..........__... .. ......... ,; i t3 ;I`3 EACH FACE I. E 61/2"X12" IN WALL CONCRETE it SEE DETAIL 4 S-10 ,' SHOWER o 1z O.C. 01z• O.C. 01z• o.c. 012• O.C. V ............. ..............._-::....... .._............... / POOL SO..UT (TYPICAL) ........._....._....................:.....................:.......... ..................... COLUMN w/ 2-#5 VERTICAL '- 1 » » - v----� .------ -----=- oT W - _.._...______-----._. ; 2 x10 P.T. SYP No.2 EACH FACE AND #3 TIES ;; J EQUIP 4 - 2-#5 VERTICAL EACH 1-#5 VERTICAL EACH 9" ICF WALL SYSTEM 1-#5 VERTICAL EACH DOOR BUCK - e n° n• ® 12" O.C., SEE DETAIL 2/S-10 € SIDE OF OPENING, SIDE OF OPENING, w/ 1-#5 VERTICAL SIDE OF OPENING, •° ° " m _.................. E =:'...::..... ....< SEE DETAIL 5/S-12 SEE DETAIL 4/S-12 Cc? 24" O.C. AND 1-#4 SEE DETAIL 4/S-12 V_ _....... , _. .,_..._. .. .. .___.__ HORIZONTAL ® 32" O.C. 9" ICF ~ 2-#5 VERTICAL IN =" 2-#5 VERTICAL SOUTH PORCH WALL SYSTEM THIS CORNER, 9 ICF WALL SYSTEM 1N THESES TWO 5 BRACKETS, SEE Q w/ 1-#5 VERTICAL CORNERS -1 DETAIL 5/S-10 INSTALL 6pcs 1/20 x 8" HOT ® 24" O.C. AND 1-#4 INTERIOR H HORIZONTAL ® 32" O.C. DIPPED GALVANIZED ANCHOR BOLTS 0 24" O.C. MAX. w/ 2"x2"x1/a" PLATE Q ,A/ FRAMING 1 n I WASHER AT INTERIOR FACE OF DOOR 2x8 P.T. SYP NO.2 NOTE: SEE ARCHITECTURAL COTTAGE FIRST LEVEL 9 " ICI- WALL FRAMING PLAN NOTE: OPENING EACH SIDE TO RECEIVE PLATE j PLANS AND WINDOW/DOOR WATERPROOFING AND 2x8 P.T. SYP N0.2 PLATE z MANUFACTURERS REQUIREMENTS SCALE: 1/4" = V-0' FLASHING DESIGNED FOR ACTUAL ROUGH OPENING BY OTHERS 6V, x12" IN-WALL CONCRETE j DIMENSIONS. NOMINAL 1) ALL INTERIOR LOAD BEARING/.HEAR WALLS SHALL BE CONSTRUCTED Q DIMENSIONS SHOWN FOR w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4 SPF No,2 STUDS 1 ROW OF 8d STAINLESS STEEL COLUMN AT OH GARAGE DOOR GENERAL LAYOUT. ® 12" O.C., AND 2"x4" P.T. SYP N0.2 BOTTOM PLATE, U.N.O. RING SHANK COMMON WIRE _ 2) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS ° NAILS ® 4" O.C. 2 DETAIL U MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. » „ _ e Q FRAMING NOTE: GENERAL 2x6 P.T. SYP NO.1 CONTINUOUS a', -", 1pc #12x6" ROOFGRIP SCREW S-10 SCALE: 11/z" = 1'-0" LLI CONTRACTOR TO COORDINATE INDICATES INTERIOR BEARING WALL • INDICATES '/2"0 THREADED ROD LEDGER AT EYEBROW ROOF ASSEMBLY I , AND 4-12d STAINLESS STEEL m LOCATION OF FRAMING MEMBERS 1 a SEE STRUCTURAL SHEET S-22 DRILL AND INSTALL /z' 0 THROUGH TOE-NAILS AT EACH RAFTER � WITH HVAC DUCT WORK AND ---- INDICATES HEADER BEAM `' > I TO CONTINUOUS LEDGER ---- BOLT w/ 2"x2"x /8" PLATE WASHER a ELECTRICAL FIXTURE LOCATIONS. INDICATES CONCRETE BEAM AS AND HEX NUT THROUGH ICF CONCRETE INDICATES /z CDX PLYWOOD BM- PER DETAILS ON SHEET S-13 REQUIRED "" CEILING DIAPHRAGM NOTE: SPLICE ALL MULTI-PLY , '�'�-. 1"x6" TONGUE AND GROOVE 2"x8" HEADERS TOGETHER w/ L_# INDICATES ICF LINTEL BEAM, SEE FB_ INDICATES 1.9E MICROLAM LVL °p : ° ° SYP NO.1 EXPOSED SOFFIT AS PER 4 ROWS 12d COMMON WIRE STRUCTURAL SHEET S-13 FLOOR BEAM. SEE PLAN FOR SIZE ARCHITECTURAL PLANS AND SECTIONS NAILS ® 12" O.C., EACH LAYER ""`' 1 „ „ 9' ICF WALL SYSTEM w/ ' "° . .4 1pc 12x$" ROOFGRIP SCREW AND 4-12d SW-2 INDICATES /z CDX PLYWOOD (+p ) INDICATES TOP OF INTERIOR REINFORCED CONCRETE CORE f ` V. P # SHEARWALL, SEE SHEARWALL FLOOR BEAM FLUSH w/ FLOOR a `` .... STAINLESS STEEL TOE-NAILS AT SCHEDULE ON SHEET S-11 TRUSSES ° EACH RAFTER TO BEAM CONNECTION x INDICATES 1pc SIMPSON HTS24 (_16") INDICATES TOP OF INTERIOR 6"x6" P.T. SYP NO.1 ° 2"x6" P.T. SYP N0.1 BEND OVER 5 VERTICAL COLUMN TWISTED STRAP OR SIMPSON FLOOR,HEADER BEAM BELOW TOP c -_...., # MSTA24 FLAT STRAP OF FLOOR TRUSSES HORIZONTAL BRACKET ° .r EXPOSED RAFTERS C� 24" O.C. REINFORCING INTO "L-12" ICF MEMBER CONCRETE LINTEL BEAM. ALIGN w/ TOP AND MIDDLE 5 HORIZONTAL T N # DRILL AND COUNTERSINK a FASCIA AND SOFFIT LINTEL BEAM REINFORCING 1-#5 TOP, CONTINUOUS 1pc '/2"0x10" LAG SCREWS s. ! I I AS PER ARCHITECTURAL a w/ 1"0 WASHERS II PLANS AND SECTIONS -=I--=--�---- - ---- + +- -- ----- ----=t----�-� - --- ° ° 6"x8" P.T. SYP NO.1 I'd II, I I I I ' a a I II I DRILL AND INSTALL V,"O THROUGH G BRACKET BEAM S I a II a I a I I I I I it q 1-#5 MIDDLE BOLT w/ 2"x2"x1/8" PLATE WASHER I : LI II al 4' I I I ild it I X T THROUGH C CRETE ILL AN COUNTERSINK p I II' 11 I 11 41 II 11 AND HE NU ICF CON DR D R 1 c -----�- _�_ rn 1 » " SCALE: 1/4" = V-0" ----I-----+I----��---.-�--- -- - -W- -- -- - I CORE. PLUG AS REQUIRED. I II a al II I I 11 II If I ° N ,, ° /z 0x12 THROUGH BOLT 4 I .� II' II 11 1 1 11 . 11 11 I li FLOOR BEAM a. W/ 1"0 WASHER AND 2' 4' 8' I II II II I I II II II a. 1 1- BOTTOM 14- 2pcs < HEX NUT la 11 :114 a II I I Ih 1.1 I I #6 1 u' U ° 11 d 11 11 11 1 1 2pcs SIMPSON HTS24 2"x6" P.T. SYP NO.2 3/4" DEEP CUT NOTCH ��N� II II II b II d Ilb a II ,-I'. _ I I I BEAM SUPPORT STUD. ----T- -,r---- I ----.1---- .-. -- - - - ----y,---- y;, TWISTED STRAPS OR AND -T 2pcs SIMPSON MSTA24 1 1 I : a DRILL COUNTERSINK " FLAT STRAPS I I DRILL AND INSTALL I` 4 .V 2pcs %"0 LAG SCREWS NOTE: COTTAGE #3 STIRRUPS ® 12 O.C. 1 I ' 1 4" 1 z" r 4 ``` 4a A4.a w/ 1"0 WASHERS FASTEN 1"x6" TONGUE AND I �...__ 11_ I 1 ROW / 0x3 / WHW ADD 1-#5 DIAGONAL a �� " 2pcs 2"x4" P.T. SYP NO.2 TAPCONS @ 12" O.C. GROOVE ROOF DECKING w/ FIRST LEVEL AT BOTTOM. MAINTAIN "L-12" ARCHED ICF LINTEL BEAM BEAM SUPPORT STUDS, l 1 STAGGERED DIAGONAL BRACKET CUT FROM 2pcs 8d STAINLESS STEEL ALL REINFORCIN 2" COVER. ABOVE OH GARAGE DOOR SPLICE TOGETHER w CUT BACK FOAM "� a° ` ° 6"x8" P.T. SYP NO.1 MATERIAL RING SHANK COMMON WIRE - a --------- ' / 2 ROWS 12d COMMON ::: AS REQUIRED nJ " NAILS A EACH RAFTER PLAN T ADD #3 "SPECIAL" ". WIRE NAILS Q 12" O.0 ° a 6"x6" P.T. SYP NO.1 INTERSECTION STIRRUPS ® 12" O.C. SYSTEM w/ L. VERTICAL BRACKET 2"x6" P.T. SYP NO.2 `" REINFORCED j ",. n a MEMBER COLUMN REINFORCING 4 CONCRETE CORE FULL HT. STUD. FASTEN a ' ::::..:::.:: ° AND TIES AS NOTED ON -- --- - - » TO ICF CONCRETE CORE O _ _ PLANS AND SECTIONS ::_:..:.:.....:. 2g I DRILL AND COUNTERSINK » » l W/ 1 ROW /a 0x3 /z WH W t ;' i h 3/8"0 9 x21 CONCRETE 4 . 2pcs LAG SCREWS -- ---- ---- TAPCONS ® 12 O.C. + ' ' w 1"0 WASHERS 03/05/2015 COLUMN IN-BETWEEN o STAGGERED l / OH GARAGE DOORS --- --- ---- DRILL AND INSTALL '''~ 3/4" DEEP CUT NOTCH BUILDING PERMIT ISSUE e° 1 " 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE INC. �y 0 THROUGH BOLT W/ ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER COLUMN TRANSITION DETAIL #3 SPECIAL STIRRUP FLOOR BEAM SUPPORT 2"x2"x'/8" PLATE WASHER .q. 420 OSCEOLA AVENUE e 4 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE ,JACKSONVILLE BEACH FLORIDA 32250 AND HEX NUT THROUGH 4 WITH CHAPTER 26.ANSUASCE7-12"MINIMUM DESIGN LOADS FOR BUILDINGS AT OH GARAGE DOOR COLUMN c64�>•a, 4im , STUDS AT ICF WALL CORNER ICF CONCRETE CORE BRACKET FASTENING AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED ocTaihe@gmail y u. PLUG AS REQUIRED c ° ' " A WITH A MINIMUM BASIC WIND SPEED OF 130 MPH, 3 DETAIL ° 4 CLADDING HAVE BEEN SELECTED AND THEIR USE D E " " I L 5 DETAIL I L 3 INCORPOTHE RATED ED INTOONENTS D E DESIGN AND SPECIFICATIONS IN ACCORDANCE 5-10 SCALE: 3/4" = 1'-0" HTS24 MSTA24 5-10 SCALE: 11/2 - 1'-0„ 5-10 SCALE: 11/2» = 1,_0» WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND ��( OTHER STRUCTURES"MENTIONED IN NOTE 2. FL P.E.36820 li I 9" ICF WALL SYSTEM 6'/2"x`13" IN WALL13" 04 c4 2 w/ 1-#5 VERTICAL 1-#5 VERTICAL EACH CONCRETE COLUMN 1- 4 HORIZONTAL Q co a N oop w/ 3-#5 VERTICAL # I- N cr 0 24 O.C. AND 1-#4 SIDE OF OPENING, Q -2 HORIZONTAL ® 32" O.C. SEE DETAIL 4/S-12 1 __.._._......_.. _,"_,"INTERIOR _-I_. _ _ o (0 - p N EACH FACE ® 16 O.C. Q W o 1.- 1-#5 VERTICAL, CENTERED 1-#5 VERTICAL IN W w _ WD E o 1-#5 VERTICAL IN 1 #5 VERTICAL EACH- 1-#5 VERTICAL IN IN SHORT WALL SEGMENT -2 EACH CORNER, ! ;, e W Q U O EACH CORNER, SIDE OF OPENING, I EACH CORNER, (TYPICAL) (TYPICAL) -:-...,.::::-1 t ----------- --- I- w iu LLj W ILL j� (TYPICAL) EE DETAIL 4/S-12^ � � w (TYPICAL) 1-#5 VERTICAL EACH 1-#5 VER [CAL EACH a s p Z W = SIDE DF OPEtVtNC _.:.......€ SIDE 0 OPENING 2"x10" P.T. SYP o.2 ; ...."....."......... .................._ 2"x 0" P.T. SYP No.2 p W W Z � V c� fn W ,y3 STIRRUPS _........__._.. ..... ..._ ; ®' °Cj SEE DETAIL 4/S-12 SEE DET IL 4/S-12 DOOR B CK WINDOW BUCK - a U_ cn W ti U • r.-,.":r:: .. ROOF BELOW -J m ti 9" ICF WALL SYSTEM ; _....._._............... _.. _._.__ W Q Q cn r.._._..._......._._...... - Y.^v,, ;,,,, ,u,,,N - _ m,, ,.,,x.: .= .. m-- ". _ ��, 2-#5 VERTICAL THIS DECKING AND HANDRAIL W p p W LN w/ 1-#5 VERTICAL I € __.__ _ ,.,1_ 14 --14 " mm SIDE OF OPENING SYSTEM DESIGNED to - ® 24" O.C. AND 1-#4 I ; a j3 STIRRUPS p3 STIRRUPS 03 $TIRRUPS' /13 SI,RRUPS STIRRUPS ' 9" ICF-BLOCK 3- 5 VERTICAL W � u- p 3 I I ... O.C. o,z• O.C. o iz' O.C. o,z• O.C. o ,r O.C. SEE DETAIL 5/S-12 BY OTHERS EXTERIOR CH C O O rn HORIZONTAL ® 32 O.C. •"., ,,,, , ,LAUN�RY .. """"" __..._.__-._ __,.._____" ,.: .r._ ; ... 3 LJL Q J N a WALL FOR EACH FACE I ! " DECK EXTENSION AND 1 » „ LL , , HTS24 ::: :_.__. ._ I , 6 /9 x13 IN-WALL CONCRETE Z Iz 2-#5 VERTICAL EACH E " " FAST 1NTERIR""""""" r T�RnP - 1-#5 VERTICAL, ARCHITECTURAL CORBELS '',, , { m' xo CENTERED BELOW 2" 10 P.T. No.2 ;' i u7 J SIDE OF OPENING, r BEARS " .ALL fTO �/ _ _ 11 r x mm ; ,� ( , DESIGNED BY OTHERS COLUMN AT SECOND LEVEL DOOR ," _ {/ V STIBULE WINDOW BUCK SEE DETAIL 5/S-1 I `" - 9" LL E ,,, ;� TIPICAL -1 WINDOW SILL EAST PORCH a TAILA9 12 TYPICAL BRACKETS SEE , "' I 3 ci Q aI� w� HA ) (TYPICAL) '1 '.i I __ 3 v �€ I € /.::. �I� NC DETAIL 5/5-10 : o � ,...,.. _ __........ __.. L A v�y;: :;; }..............1.m., ""........, , 111v N ,.,.,w, I y,,, ,, r5, I _?__ _'r I .' 3 V/2' ,/ n 1, On LL "" 1 cz; z 3 a £ r._ �L VIAC '' F.• , n ? I 61/z"x13" IN—WALL CONCRETE —�I -�-- z = — w ¢ ( SHLVS; /2 O, MREADED ROD W N _2 I _ _.. ( I .......... '° COLUMN w 3- 5 VERTICALHs I: J i �, ", " _ _ _ _ . ..-,_._ . _ . ..._I" �,"{': ..... :::,,,�;:��..; ` 'tJPLIF�f �ONNECTQR �, I / # ; PSR Y ,;; ® EXTERIOR J 1IDC SI PSCN CS1 �f ; 1 m ® y BEDROOM 1 �� THC 0 - EACH FACE AND 3 TIES ,;, m 5 ' S a€, ii 1 a 3 "•,. I 2'• --. -...-,..s i°>,,,,,,,,,,,,,,, ;,,,,,,. I t1.D i ,r11 7 ; Q s a _W..............__._..._.__..._........_.. $TRAPI 3 O.0 N" " a , , ; ; c9 12 Q - s , , €, i; ,n iga I __ .._......_.............._._.., _,a ;,_„ , ,,_„_,_,,,,,,,:::,;:,:,,m I; ° SHEARWALL ® 12 O.C., SEE DETAIL 1/S-11 1 �o , , v U [... ... .. ,I , IFN .._........._; SE�-{I�}{ �� � � € ( FN I I � � 1-#4 HORIZONTAL W STw BAL - ON I °; I �� ® I FRAME 1N i�RI� € _. . I I I . �� BALCONY I X n „ "...".... , ... CLOSET 2 Y BEDROOM 2 • B E Q W , z„x n 3 6 3 ® 32 O.C. AST a w :r l k BEARING WALLS w '> . _ _ 6,-",__- , n I I > 6 / 12 IN—WALL "- , ; ' I I I `'I€ CONCRETE COLUMN > :"":: ... . ; _.....___...._ _........ ”*., 2"x4" SPF o.2 € ` :_._ .�w.... ; €r' ~, /z �' hiREADED ROD 6T "x12" 1N—WALL CON { RETE I €i In a ! I i€ i *. ” zA _, 48"s .C, a I /2 i i I I € Z w/ 2-#5 VERTICAL Lo a ,,. STUD ...x,16 O.C.I z __""."""""__ o.�.°..._ -.." I i I COLU' N w 2- 5 TICAL p _ ; I - BATH 2 1- 5 VERTICA- / # - _ 0 9 EACH FACE Q -=---- - 5 ;, .� "",,- • - ; •, � a r EACH . FACE AND TIES � I 0 o BATH 1 ...a- --...._......_...._ _.._........- CENTERED BE W „ „ a a , ; i r ;j M" € I ....._..______ €>;" ¢ 2x10 P.T. SYP No.2 ............... - 3 1 ' ._ , ( STAIR TUB a , Uri - C.,..SEE"_DET/Zw-11...I -1 ,o ------ - = -- L , I 'I t ; WINDOW SILL , s r �; I € m BELOW rn a 6"x6" P.T. SYP t�0.1 _......_......_ £ , N m I x.___..___.I_ ."_"_"".".".""""""_""_"_"-..,. ----_-------�k; ''•,. ? :I€ ...,%i I �2)CS, ;-..� SHOWER a 8 �E BUCK EXPOSED BALC NY ,,,,,m,, FAS , INTERIOR... W STRAPS 14 " (TYPICAL) a. ". • .- I a a LL t DOOR , j a a , BEA 6LW;A Li...., POST 2 LOCATIONS) ............. ,_,................ ( rr� CLOSET 1 " " _ IILL 1.................�...... "• 9 I� IIwVALL SEE _ ._, _.; ,1_.... ...�. 6"x10" P.T. SYP ```. D 4 9/S-12 I € L-14 L-14 L-14 V4 L-14 W -"5 VERTICAL IN 9„ IC TEM _ �. , STIRRUPS �!3 STIRRUPS € /3 STIRRUPS , EXPOSED BALCONY - ; I 0 /3 STIRRUPS ;EACH "CORNER W INTERIOR F ........._...................._ 1r2.._.. ._.._.._. ,., , ,"....� SHOWER $ENC : at?._���. __— .. .. _..:_...........A>..T2'...AC.._ ' _....-_.____..._._...._:.__..:..18_12'._�C" ._..____..._ --� '.A,.G .._ € NOTE: ALL SYS BEAM , - "" "- - .""..... ....................................... ..........: ... ..._ . .......... z ....................... ......: (TYPICAL) s1 _ @ .I WATERPROOFING AND U i TYPICAL; i ROOF API FLASHING DESIGNED 1 " " W ," 1-#5 VERTICAL EACH 1- 5 VERTICAL EACH 1-#5 VERTICAL EACH 6 �9 X12 IN-WALL CONCRETE -::� SIDE OF OPENING, SI E OF OPENING, BY OTHERS m fff ..........._.. 1-#5 VERTICAL IN SEE DETAIL 4/S-12 SEE DETAIL 4/S-12 SEE DETAIL 4/SG 12 C� COLUMN AT BEDROOM 2 DOOR L-14 ; EACH CORNER, #3_STIRRUPS ." .. (TYPICAL) 2 D E TAIL Z . .........................._. 1-#5 VERTICAL IN 9 ICF WALL SYSTEM 1-#5 VERTICAL EACH 3 o",z-oc S-11 SCALE: /4 = l'—O" J .EACH CORNER, w/ 1—#5 VERTICAL SIDE OF OPENING, (TYPICAL) ® 24" O.C. AND 1—#4 SEE DETAIL 4/S-12 I— HORIZONTAL ® 32" O.C. SHEARWALL SPECIFICATIONS Q A, A A � W NOTE: SEE ARCHITECTURAL COTTAGE SECOND LEVEL 9 " ICF WALL FRAMING PLAN SW-2 INSTALL 1/z" "x6 PLYWOOD INTERIOR SHEARWALL SHEATHING z OVER 2"x4"/2"x6" SPF No.2 STUDS AND FASTEN WITH 8d Z PLANS AND WINDOW/DOOR COMMON WIRE NAILS ® 3" O.C. EDGES AND 6" O.C. FIELD. W MANUFACTURERS REQUIREMENTS SCALE: 1/4" = 1'-O' INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. FOR ACTUAL ROUGH OPENING 1) ALL INTERIOR SHEAR WALLS SHALL BE CONSTRUCTED INSTALL ONE PIECE 1/2"0 DIAMETER ALL THREAD REACTION Q DIMENSIONS. NOMINAL w DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. _ DIMENSIONS SHOWN FOR / GENERAL LAYOUT. ® 16" O.C., AND 2"x6 SYP No.2 BOTTOM PLATE, U.N.O. 0 2) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ Q " SW-# - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE W FRAMING NOTE: GENERAL DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF. No.2 STUDS : m CONTRACTOR TO COORDINATE ® 16" O.C., AND 2"x4" SYP No.2 BOTTOM PLATE INDICATES ONE PIECE 1/2" DIAMETER ALL-THREAD LOCATION OF FRAMING MEMBERS 2) ALL ROOF HEADER BEAMS SHALL BE SYP NO.2 OR BETTER. REACTION CONNECTOR ROD � WITH HVAC DUCT WORK AND HTS24 MSTA24 CS16 Lo ELECTRICAL FIXTURE LOCATIONS. NOTES: INDICATES INTERIOR BEARING WALL x INDICATES 1pc SIMPSON HTS24 1) SEE DETAIL 3/S-11 FOR TYPICAL SHEATHING NAILING PATTERNS. NOTE: SPLICE ALL MULTI-PLY OR INTERIOR SHEAR WALL TWISTED STRAP OR SIMPSON 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL 2"x8" HEADERS TOGETHER w �__ MSTA24 FLAT STRAP SHEARWALL SEGMENTS. / ---= INDICATES HEADER BEAM 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING 4 ROWS 12d COMMON WIRE • INDICATES 1/2"0 THREADED ROD WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED NAILS ® 12" O.C., EACH LAYER INDICATES 1/2" CDX PLYWOOD SEE STRUCTURAL SHEET S-22 CEILING DIAPHRAGM TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM. L_# INDICATES ICF LINTEL BEAM, SEE X INDICATES 1pc SIMPSON CS16 STRUCTURAL SHEET S-13 COIL STRAP BOUNDARY OF ROOF TOP PLATE SPLICE SHEATHING, FLOOR SW-2 INDICATES 1/2" CDX PLYWOOD AT EXTERIOR WALLS, SHEATHING, OR WALL SHEARWALL, SEE SHEARWALL TOP PLATE FASTEN WALL SHEATHING SHEATHING N SCHEDULE ON SHEET S-11 2"x4"/2"x6" SYP.NO.2 SPLICE TO DBL. TOP PLATE w/ DOUBLE TOP PLATE. FASTEN 4'-0" MIN. 8d COMMON WIRE NAILS PLYWOOD TOGETHER w/ 10d COMMON ® 3" O.C. STAGGERED W E WIRE NAILS @ 16" O.C. ° ° °o° ° ° °° °° INTO BOTH PLATES PROVIDE 3-10d COMMON WITHIN 24" OF ANY . . . . . . . . . . . .. WIRE NAILS EACH SIDE SPLICE. (TYPICAL) NAIL SUPPORTEDSPACING E GES, S OF SPLICE (TYPICAL) • 0 24" MAX. AT 1/2"0 THREADED ROD EXTERIOR WALL SEE NOTES OR SCHEDULE SCALE: 1/4" = V-0" 3"x3"x1/4" PLATE • 1pc SIMSTUD PLN SPH4 EXTERIOR CONDITION EXAMPLE OF UNSUPPORTED 21 41 81 WASHER AND STUD PLATE "TIE UNBLOCKED PANEL EDGE. AT EACH STUD • '• (UNBLOCKED) HEX NUT (TYPICAL) °. o UNSUPPORTED PANEL EDGE 2 x6 SYP.NO.2 DOUBLE ° DBL TOP PLATE SPLICE DETAIL IS TYPICAL CONDITION TOP PLATE. FASTEN TOGETHER UNLESS BLOCKING IS w/ 10d COMMON WIRE NAILS ° 6 DETAIL REQ'D BY RLI COTTAGE @ 16" O.C. PROVIDE 3-10d • SPH4 S-11 SCALE: 3/4" 1'-0" rPr LI STUDS, ROOF SECOND LEVEL COMMON WIRE NAILS EACH INTERMEDIATE TRUSSES, OR ALL REINFORCIN SIDE OF SPLICE (TYPICAL) • SUPPORT IS 6" FLOOR JOISTS 2"x4" SYP.NO.2 DOUBLE O.C. MAX. UON PLAN TOP PLATE. FASTEN TOGETHER IF NO ANCHOR BOLT IS 2"x4"/2"x6" PT. SYP N0.2 2"x6" SPF NO.2 w/ 10d COMMON WIRE NAILS LOCATED AS SHOWN, PROVIDE SILL PLATE EXAMPLE NAILING PATTERN FOR SHEATHING STUDS ® 16" O.C., @ 16" O.C. PROVIDE 3-10d A 1/2"0 THREADED ROD, w/ ON ROOF, FLOOR, AND SHEARWALLS SEE FLOOR PLAN COMMON WIRE NAILS EACH 51/2" MINIMUM EMBEDMENT, SIDE OF SPLICE (TYPICAL) w/ 2"x2%1/2" PLATE WASHER r� DETAIL 3 smi TO 8 CMU STEMWALL BELOW V-011 6 S-11 SCALE: NTS 2 x4 SPF N0.2 MAX. MIN. 03/05/2015 n n 1/2"0 THREADED ROD BUT JOINT UPLIFT CONNECTOR STUDS ® 16" O.C., PROVIDE AT A DISTANCE OF NO SEE FLOOR PLAN LESS THAN 6" AND NO MORE BUILDING PERMIT ISSUE THAN 12" FROM ALL BUTT JOINTS IN THE SILL PLATE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHERCKATHE,INC . DOUBLE TOP PLATE FASTENING DOUBLE TOP PLATE FASTENING ESTABLISHED IN SECTION 62833 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 420OSCEOLA'AVENUE AT 1/ "0 THREADED ROD WITH CONVE-NTIONAL STRAPS SILL PLATE BUTT JOINT DETAIL AT GARAGE 2. WITHCAPTER2 ,ANSIACE7-1THE MAIN WIND FORCE GSINIMUMDESIGNOADSORBUILINGSYSTEMS ARE DESIGNED IN JACKSONVILLEBEAC4107 IDA 32250 2 WITH CHAPTER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS , ($pg)z1 7-43b7`-- ' AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED ccka,he@"gmalLmm `,<.... 4 DETAIL 5 DETAIL 7 DETAIL WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. /� L /� 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE SCALE: NTS SCALE: NTS 3/4" 1'-O" INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE / f v% S-11 S-11 S-11 = WITH SECTION 6OFTHE"MINIMUM DESIGN LOADS FOR BUILDINGS AND 9E OTHER STRUCTURES"MENTIONED IN NOTE 2. - •;: "AFL P.E.36820 - '`s•^' 04 Q (m cr) (D (D NO FASTEN 2"x10"/2"X12"P.T. „/ „ 9" OR 11" ICF H N M 00 FASTEN 2x10 2X12 P.T. Q r> as as SYP No.2 WINDOW BUCK TO 9 OR 11 ICF SYP No.2 DOOR BUCK TO LINTEL BEAM Q U o w Q ICF WALL SYSTEM. INSTALL W/ LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ o � H p N 11 ICF WALL DETAILS 9 ICF WALL DETAILS _ _ ONE OF THE THREE METHODS ONE OF THE THREE METHODS — — — - - — — W _ w o — — — — — — — 3 „ — — INSTALL 1 ROW OF 3/8„4x6 — — — — — — — — w LLI uJ w w0 LXL OPENINGS TO 3'-6” WIDE, INSTALL 1 ROW OF /B 4x6 — — — — — — p„ Q PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL HEX HEAD LAG SCREWS HEX HEAD LAG SCREWS D Z w Z L = CV OPENINGS TO 3 -6 WIDE, „ ® 24" O.C. STAGGERED w W U PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL ® 24 O.C. STAGGERED U w H Q o EACH SIDE OF OPENING. ® 24" O.C., AROUND THE PERIMETER OF AROUND THE PERIMETER OF }� a U cow r-- LOCATE LOCATE BAR AT CENTER SEE PLAN N EACH SIDE OF OPENING. ® 24 O.C., THE DOOR BUCKS PRIOR TO m Q p -j F- m OF WALL AS SHOWN. LOCATE BAR AT CENTER SEE PLAN N THE WINDOW BUCKS PRIOR 13 N TO CONCRETE PLACEMENT. CONCRETE PLACEMENT. w p p w N OF WALL AS SHOWN. -1 p P1 INSTALL 3pcs. MINIMUM INSTALL 4pcs. MINIMUM fq - li Z a . EACH SIDE. 9„ OR 11" ICF EACH SIDE. O p o 10 OR OR LL ' INSTALL TWO ROWS 16d SYSTEM INSTALL TWO ROWS 16d w WALL �- N W d COMMON WIRE NAILS ® 12" COMMON WIRE NAILS ® 12" 3 3 AROUND THE PERIMETER OF AROUND THE PERIMETER OF 11 ICF WALL WINDOW/DOOR N 9" ICF WALLF WINDOW/DOOR N THE WINDOW BUCKS PRIOR THE DOOR BUCKS PRIOR TO FORM, SEE FORM, SEE TO CONCRETE PLACEMENT. CONCRETE PLACEMENT. FLOOR PLANS ROUGH OPENING UP TO 3'-6" MAX., #4 HORIZONTAL FLOOR PLANS ROUGH OPENING UP TO 3'-6" MAX., #4 HORIZONTAL INSTALL 8pcs. MIN. EACH SIDE INSTALL 10pcs. MIN. SEE PLAN ® 32" O.C. SEE PLAN ® 32" O.C. OR EACH SIDE :� INSTALL TWO ROWS 1/4"4x31/4„ 1ORR PLAN VIEW AT TYPICAL 11 �r ICF PLAN VIEW AT TYPICAL 9 ICF TAPCONS ® 24' O.C. STAGGER1ED INSTALL TWO ROWS /4 4x3 /4 > » > » AROUND THE PERIMETER OF TAPCONS ® 24" O.C. STAGGERED SLAB WINDOW/DOOR OPENING UP TO 3'-6" WIDE WINDOW DOOR OPENING UP TO 3'-6" WIDE WINDOW BUCKS PRIOR TO OR AROUND THE PERIMETER OF DOOR ' " ' " AFTER CONCRETE PLACEMENT. BUCKS PRIOR TO OR AFTER UP TO 12 —0 WALL HT. UP TO 10 —0 WALL HT. INSTALL 3pcs. MIN. EACH SIDE. CONCRETE PLACEMENT. INSTALL 1 DETAIL 4 DETAIL 5pcs. MIN. EACH SIDE. WINDOW BUCK FASTENING TO DOOR BUCK FASTENING TO Q S-1 SCALE: "/4" _ 1'-0" S-1 SCALE:.. 3/4" = 1'-0" �r �, » » � 9 OR 11 ICE WALL SYSTEM 9 OR 11 ICF WALL SYSTEM T nI [' AI o_ FOR OPENING OVER 3'-6" 2"x12" P.T. SYP NO.2 1-#5 VERTICAL FOR OPENING OVER '-6" 2"x10" P.T.. SYP NO.2 11 SECTION IO V 12 SECTION ® -j LL TO 6'-4" WIDE, PROVIDE . WINDOW/DOOR BUCK, 0 24" O.C., _ TO 6'-4" WIDE,. PROVIDE WINDOW/DOOR. BUCK, 1-#5 VERTICAL S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" 2-#5 VERTICAL EACH SIDE TYPICAL SEE PLAN N ® 24 O.C., OF OPENING. 2-#5 VERTICAL EACH SIDE TYPICAL SEE PLAN U N OF OPE ING. Q N Ipc 2"x12" P.T"SYP No.2 1pc 2"x10" P.T.SYP No.2 co INTERIOR _ m rn ; WINDOW/DOOR BUCK INTERIOR WINDOW/DOOR BUCK 11" ICF WALL WINDOW/DOORJ N 9" ICF WALL WINDOW/DOOR °o 4 ° FORM, SEE FORM, SEE WINDOW WINDOW O1 Z FLOOR PLANS ROUGH OPENING UP TO 6'-4" MAX., #4 HORIZONTAL #4 HORIZONTAL ° FLOOR PLANS ROUGH OPENING UP TO 6 -4 MAX., SEE PLAN ® 32" O.C. SEE PLAN ® 32" O.C. - ...... .-:_ » EXTERIOR PLAN VIEW AT TYPICAL 11 ICF PLAN VIEW AT TYPICAL 9 ICF EXTERIOR FASTEN 2"x10 P.T. SYP No.2 Ld » > » FASTEN 2"X12" P.T. SYP No.2 � WINDOW/DOOR OPENING UP TO 6 —4 WIDE WINDOW DOOR OPENING UP TO 6 -4 WIDE " NOTE: WINDOW/DOOR BUCK TO 9" ICF CONCRETE WINDOW/DOOR BUCK TO 11 ICF CONCRETE Z > » „ CORE w 2 ROWS OF 1/ "4x31/ " HWH UP TO 12'- 0"1 WALL HT. UP TO 10'-0" WALL HT. CORE w/ 2 ROWS OF 1/4"4x31/4" HWH 2x12 P.T. SYP No.2 BUCK / a a � � II 2 DETAIL TAPCONS ® 24 O.C., STAGGERED. FASTENING IS THE SAME FOR TAPCONS ® 24 O.C., STAGGERED. 5 DETAIL MAINTAIN 1 '/Z" MINIMUM EDGE DISTANCE HEAD, JAMB, AND SILLS. MAINTAIN 1 /2MINIMUM EDGE DISTANCE Q 2 S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" » » O 11 ICF WINDOW/DOOR I BUCK FASTENING 9 ICF WINDOW/DOOR ( BUCK FASTENING w FOR OPENING OVER 6'-4" » FOR OPENING OVER 6'-4' 13 DETAIL 14 D E I A I L 2 x12 P.T. SYP NO.2 1-#5 VERTICAL 2 x10 P.T. SYP NO.2 1-#5 VERTICAL f m TO 9'-4" WIDE, PROVIDE OH GARAGE DOOR BUCK, @ 24 O.C., TO T-8" WIDE, PROVID WINDOW/DOOR BUCK, ® 24 O.C., S-1 SCALE: 11/2" = 1'-0 S-1 SCALE: 11/2" = 1'-0" V � 2-#5 VERTICAL EACH FACE, TYPICAL SEE PLAN 'N 2-#5 VERTICAL EACH FACE, TYPICAL SEE PLAN (o EACH SIDE OF OPENING. N EACH SIDE OF OPENING. N io " • • a •. '/2"o - GARAGE DOOR HEADER ANCHOR BOLTS W2"82"x1/ e" • • s • . . 01 o • • ° BEAD ANID REINFORCING /I I AS PER PLAN PLATE WASHER AT IMID PAN I I FOR SPRING BLOCKIATfACHMENT 6" 3 =v ------ ----------------®--I1-- 1 11" ICF WALL H GARAGE DOOR N 9" IW4: WINDOW/DO ----------------- FORM, I SEE FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 9'-4" MAX., #4 HORIZONTAL FLOOR PLANS ROUGH OPENING UP TO 7'-8" MAX., #4 HORIZONTAL 1 1 ® ® I I SEE PLAN ® 32" O.C. SEE PLAN ® 32" O.C. I I I #5 VERTICALS 1 2"x10" SYP No.2 /- #5 VERTICALS „ „ EACH FACE II ® P.T. PLATE ® EACH FACE PLAN VIEW AT TYPICAL 11 ICF PLAN VIEW AT TYPICAL 9 ICE AS PER PLAN y y i i As PER PLAN N WINDOW/DOOR OPENING UP TO 9'-4 WIDE OH DOOR OPENING UP TO 7'-8" WIDE r » , „ I 13" 3„I I W E UP TO 12'-0 WALL HT. P TO 10 —0 WALL HT. 1 3 DETAIL AIL_ 6 DETAIL_ I I ® 9 -NING -OR ® I I #5 VERTICAL #5 VERTICAL I I DOWELS EACH S DOWELS EACH I I GAR OOR 1 FACE AS PER S-1 SCALE: 3/4” = 1'-0" S-1 SCALE: 3/4" = 1'-0° FACE AS PER j j i i PLAN PLAN I I ® ® I I SCALE: 3/4" = 1'-0" FASTEN SECOND 1 I I 2„x4” SPF NO.2 STUD2, TO FIRST STUD w/ 2 ROWS ;n 11 II h 11 HOT DIPPED GALVANIZED N z I1 II ® ® h 1I 1-#5 VERTICAL „ INTERIOR it II I I FASTEN SECOND 2x6 FASTEN FIRST 2x8 12d COMMON WIRE NAILS FOUNDATION SLAB I I 25" LAP MIN. ® 24" O.C., FILL SPF NO.2 STUD TO P.T. SYP NO.2 STUD TO ® 12" O.C., EACH LAYER. II 11 II II 1-#5 VERTICAL EACH SOLID W/ 3000 psi CUT BACK FOAM CONCRETE FIRST STUD w/ 2 ROWS ICF CONCRETE CORE w/ AS REQUIRED " I I g,_3„} I I n n CORNER, INTERSECTION, 12d COMMON WIRE NAILS 2 ROWS /4 4x3 / AND C� 24” O.C., FILL 1 " 4" HWH #4 HORIZONTAL I FASTEN 2 STUD TO I I I I 9 ICF AND 11 ICF • SOLID W 3000 psi z 1- 4 HORIZONTAL @ 1". O.C. TAPCONS @ 18" D.C. „ IICF I I 1/ I I WALL DETAILS n ° CONCRETE p ° 32 O.C. INTERIOR rEA C� 36 O.C. ? _,_,_.._..__... 2 ROWSC/4TO 3/REHH ® x2"x/8"pPLATE WASHER AT INTERIOR FACE OF WALL OPENNG EACH INSTALL 6 cs 4 x 8 ANCHOR BOLTS ® 24 O.C. MAX. W 2o -_ ----_-_ ___ TAPCONS 0 18 O.C. „QCUT BACK FOAM - T - < ---- < = SIDE TO RECEIVE 2x8 P.T. WALL/DOOR PLATE AS RE UIRED -#5 VERTICAL IN 'n ERTICAL IN " "1-#4 HORIZONTAL N • 9 OR 11 ICF-BLOCKEXTERIOR EACH CORNER GARAGE DOOR BUCK FASTENING " WAL FORMORNER I „WALOLRS 1" IC 9 OR 11 ICF !1 9" ICF-BLOCKTO 9 ICF WALL SYTEM ® 32" O.C. s IZONTAL WALL SYSTEM WALL FORM \ I® 36 O.C. 15 SECTION Sml 2 2"x6 WALL STUDS TO 2"x4" P.T. SYP NO.2 STUDS S-1 SCALE: N.T.S. TYPICAL CORNER SPLICE TYPICAL HORIZONTAL SPLICE ICF WALL CONNECTION TO 9 ICF WALL CONNECTION 03/05/2015 BUILDING PERMIT ISSUE SECTIONS E C TI O N DETAIL 10 1 DETAIL OVERHEAD GARAGE DOOR . THESE BE IN COMPLIANCE WITH THE CHRISTOPHER C.KATHE NC. 7 8 9 DESIGN WIND PRESSURES: ESTABLISHED NSECTION62B33FLORIDAADMINISTRATIVECODE�DARDS CONSULTING STRUCTURAL ENGINEER S-12 SCALE: 3/a" = 1'-0" S-1 SCALE: 3/a" = 1'-0" -1 SCALE: 3/4" = 1'-O" S-1 SCALE: 3/a" = 1'-0" 420 OSCEOLA AVENUE +29.4 P SF —36.6 PSF 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH,FLORIDA 32250 WITH CHAPTER 26,ANSI/ASCE 7.12"MINIMUM DESIGN LOADS FOR BUILDINGS .."x(806)217.4707 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED cckethe@gmall.com 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. FL P.E.361120 91, 11 ICF LINTEL 13EAMS , 9„ ICF FORM ABOVE g» 9 Q co d r? ts N o�0 # _ a � 1- 5 VERTICAL I~�I Q U o LU C° <. » 9 ICF FORM ABOVE r N M DOWELS ® 24 O.C. 9 ICF FORM ABOVE _- o W o ~ (� N -1-#5 VERTICAL 1 #5 VERTICAL 7 " ICF LINTEL BEAMS - ~ ccc�yyy N W Q 2 q � o 0 DOWELS ® 24" O.C. iv DOWELS ® 24 O.C. 2-#5 CONTINUOUS AT W LLI LiJ W X N >� 11 » d m Q 11 wide X 5 high fn W LL 1-#5 HORIZONTAL UPTURNED CURB 2"x10" P.T. SYP NO.2 PLATE 2"x10" P.T. SYP NO.2 PLATE o V W U Q o AT TOP, CONTINUOUS a 1 #5 HORIZONTAL 1 » » 1 » W J 1-#5 HORIZONTAL d - W/ /z " 9x10 HOT DIPPED W/ /z 9X1 O HOT DIPPED. a F— r N A TOP, CONTINUOUS N m J a N AT TOP, CONTINUOUS J 1-#5 HORIZONTAL GALVANIZED ANCHOR BOLT GALVANIZED ANCHOR BOLT m Q = U) Z # AT TOP CONTINUOUS 1 1 > Q x J 1- 5 HORIZONTAL J -I a » » » Lu m Q W I- ¢ AT MIDDLE ¢ < a Dc J - 1- #5N • cn w/ 2x2 x /B PLATE w/ 2x2 x /B PLATE 22 m 0 Z O J 1-#5 HORIZONTAL z a HORIZONTAL J J » » WLL O w z a AT MIDDLE C) � A MIDDLE J 1-#5 HORIZONTAL z L) J a a WASHER ® 24 O.C. WASHER ® 24 O.C. p o o r a AT MIDDLE Q d ;° N N J = o O z �' a . ° z ° z �J d' a a J 1-#5 HORIZONTAL J 1-#5 HORIZONTAL LL LL N W = �j W o #3 PRE-BENT z = Q #3 PRE-BENT o v # PRE-BENT p 0 v #3 PRE-BENT o C) O Q iv AT TOP, CONTINUOUS Q Q J N Z 0- 'd- `c w STIRRUPS 00 O STIRRUPS O STIRRUPS z Q • . z z z = AT TOP CONTINUOUS w I O j Q w z STIRRUPS = cD 1- 5 VERTICAL DOWEL @ 24 O.C. > » # v 9 ICF FORM v 9 ICF FORM ® 12 O.C. a LL ® 12 O.C. C� 12 O.C. O Dc " O Q r F N ° — M w — o o @ 8 O.C. ® BEND OVER INTO SLAB AND O v o v w vwi I Q L` j Q o LAP 24" w/ TOP REINFORCING Z = Q #3 PRE-BENT z _ ¢ #3 PRE-BENT 11 ICF FORM v7 11" ICF FORM 11 ' ICF FORM iv w 11" ICF FORM 04 Lu 1-#5 HORIZONTAL o • STIRRUPS ® 12" O.C. o STIRRUPS CSD 6" O.C. ° cn AT TOP, CONTINUOUS i LL • w N 1-#5 HORIZONTAL = w 2v 2-#5 HORIZONTAL #3 PRE-BENT w AT BOTTOM, CONT. w N 1-#5 HORIZONTAL w 1-#5 HORIZONTAL �y 1- #5 HORIZONTAL 'N 2-#5 HORIZONTAL :N " � v> AT BOTTOM, CONT. AT BOTTOM, CONT. AT BOTTOM, CONT. A BOTTOM, CONT. AT BOTTOM, CONT. STIRRUPS ® 8 O.C. ACROSS LINTEL ACROSS LINTEL ACROSS LINTEL ACROSS LINTEL ACROSS LINTEL ACROSS LINTEL 2-#5 HORIZONTAL AT BOTTOM, SPAN AND EXTEND SPAN AND EXTEND L-1 SPAN AND EXTEND L-2 SPAN AND EXTEND L-3 SAN AND EXTEND L-4 SPAN AND EXTEND L—S CONTINUOUS ACROSS LINTEL 1'-0" MIN. BEYOND 2'-6" MIN. BEYOND 1'-6" MIN. BEYOND 1'-6" MIN. BEYOND 1' 6" MIN. BEYOND 2'-6" MIN. BEYOND " FACE OF ROUGH FACE OF ROUGH ARCHED ARCHED ARCHED ARCHED ARCHED SPAN AND EXTEND 2 -6 MINIMUM I--6 OPENING L-7 OPENING FACE OF ROUGH FACE OF ROUGH FACE OF ROUGH FACE OF ROUGH BEYOND FACE OF ROUGH OPENING OPENING OPENING OPENING OPENING Q LINTEL SPAN UP TO 5'-6" LINTEL SPAN UP TO 3'-6" LINTEL SPAN UP 0 3'-6" LINTEL SPAN TO 6'-4" AT LINTEL SPAN TO 6'-4 AT LINTEL SPAN UP TO 3'-6" LINTEL SPAN UP TO 6'-4" AT 2nd . LEVEL WINDOWS AT 2nd LEVEL WINDOWS 1st LEVEL 1st LEVEL 1st LEVEL SOUTH WINDOWS 1st LEVEL SOUTH DOORS 1st LEVEL EAST DOORS AND TOWER WINDOWS p SECTION 2 SECTION 3 SECTI N SE CTI ® J 4 ON 5 SECTION 6 SECTION SECTION T" 3/4" » r " 3 » r " 3 >, ,r 3 >r , „ 3 n , n 3 n , » 2 S-13 SCALE: /a = 1 -0 S-13 SCALE: /a 1 -0 S-13 SCALE: /a = 1-0 S-13 SCALE: /a = 1 -0 S-13 SCALE: /a = l'—O" S-13 SCALE: /a = 1 -0 S-13 SCALE: 3/a" = 1'-0° I U Q 2"x10 P.T. SYP NO.2 PLATE W 9 » 1 CF LINTEL BEAMS GA v2"IZED NC DIPPED m GALVANIZED ANCHOR BOLT (� g' W/ H x2"x'/e" PLATE z 9" WASHER ® 24" O.C. z Q 1 V GABLE END " EXTENDED 1-#5 VERTICAL 1-#5 HORIZONTAL J » / 1 » DOWELS @ 24 O.C. J 9 ICF WALL ABOVE % 9 ICF WALL ABOVE g„ /f a = J w CONTINUOUS AT TOP, w/ 1-#5 VERTICAL W/ 1-#5 VERTICAL i z O Q .r q 1-#5 VERTICAL t• ~� # / 1-#5 HORIZONTAL v 9 ICF FORM _I 24 O.C. I ® 24 O.C. g" DOWELS ® 24" Q.C. AT TOP, CONTINUOUS I. ; O � v W 1-#5 HORIZONTAL ;. _ 1-05 VERTICAL N %w. 1; z = Q #3 PRE-BENT °I # H ZO TAL I 1 #5 HORIZONTAL DOWELS ® 24" O.C. ✓ 1-#5 HORIZONTAL AT TOP, CONTINUOUS AT TOP, CONTINUOUS �f 9" ICF FORM 1 1-#5 HORIZONTAL o oc • STIRRUPS ® 12" Q.C. Z , . ,. AT TOP, CONTINUOUS J AT TOP CONTINUOUS I w W N . I r' #3 PRE-BENT 1- 5 HORIZONTAL J Q N . r V) N a -j 1- 5 HORIZONTAL I #3 PRE-BENT w N 1-#5 HORIZONTAL 0 Q #3 PRE-BENT a „ / AlTOP, CONTINUOUS 9 ICF FORM z # J J STIRRUPS ® 12 O.C. H a a » AT BOTTOM .CONT. Q a o a STIRRUPS ® 12" O.C. a o e =N / % v I- AT MIDDLE a • STIRRUPS 12 O.C. ACROSS LINTEL z z L- -- l-#5 HORIZONTAL Q z �_ z I— 1- 5 HORIZONTAL SPAN AND EXTEND O Id # Q / 9 ICF FORM J 3 PRE-BENT o a = � # o W O I AT MIDDLE O Q 3 PRE-BENT z O r=- # _ 3 PRE-BENT w UQ AT MIDDLE o O 9" ICF FORM _ _ # ~ L-14 1'-0" MIN. BEYOND z = Q z = Q 9" ICF FORM z_ U O # F O STIRRUPS @ 12 O.C. o� Of o STIRRUPS ® 12 O.C. z Q g" ICF FORM FACE OF ROUGH uJ OD_ I - vW I w � STIRRUPS ® 12 O.C. = Q Qw — _ 0 1 1- 5 HORIZONTAL O Dc O I 2- 5 HORIZONTAL I= a 0 O Dc `� o O I OPENING m I a w # I a u- I # _ = 1- 5 HORIZONTAL 0 1-#5 HORIZONTAL w 1-#6 HORIZONTAL I Q � 1 2-#5 HORIZONTAL N w . AT BOTTOM, CONT. N w . AT BOTTOM, CONT. 0 o • AT BOTTOM, CONT. I a w • AT BOTTOM, CONT. • AT BOTTOM, CONT. N w AT BOTTOM, CONT. LINTEL SPAN UP TO 3'-6" 00 ACROSS LINTEL ACROSS LINTEL ACROSS LINTEL ACROSS LINTELLo ACROSS LINTEL ACROSS LINTEL N SPAN AND EXTEND = SPAN AND EXTEND w iv SP NAND EXTEND = vwi - - = AT COTTAGE 2nd LEVEL co „ c�1 » N SPAN AND EXTEND N SPAN AND EXTEND SPAN AND EXTEND l'-O" MIN. BEYOND l'-O" MIN. BEYOND N 1' 0" MIN. BEYOND 1'-0" MIN, BEYOND 2'-6" MIN. BEYOND N 1'-0" MIN. BEYOND WINDOWS FACE OF ROUGH FACE OF ROUGH FA E OF ROUGH FACE OF ROUGH FACE OF ROUGH FACE OF ROUGH L-8 L) OPENING L-9 OPENING L-10 OP NING L-1 OPENING L-12 OPENING L-13 OPENING SECTION ARCHED ARCHED 14 SECTI 5-13 SCALE: 3/a'� = 1'-0" ' LINTEL SPAN UP TO 7 —0 LINTEL SPAN UP TO 6 —7 LINTEL SPAN UP TO 4$-611 AT LINTEL SPAN UP TO 3 —6 LINTEL SPAN UP TO 9 —6 LINTEL SPAN UP TO 7 —0 9" AT 2nd LEVEL WINDOW SEAT AT 2nd LEVEL EAST DOORS 1 st LEVEL AND 2nd LEVEL AT COTTAGE 1 st LEVEL AT COTTAGE 1 st LEVEL AT COTTAGE 1 st LEVEL INTERIOR DOORS WINDOWS AND DOORS OH GARAGE DOORS EAST DOORS AND WINDOWS caeLE END SECTION SECTION SECTION SECTION SECTION SECTION ' 9" ICF WALL ABOVE 8 9 10 11 12 - 13 3 - ` ® 24" #O.C.ERTICAL N S-13 SCALE: 3/a" = 1'-0 5-13 SCALE: 3/a" = 1'-0" S-13 SCALE: 3/a" = 1'-0" S-13 SCALE: 3/a' = 1'-0" S-13 SCALE: 3/a" - 1'-0" S 13 SCALE. /a" 1' 0" =I4 ✓ 1-#5 HORIZONTAL W E rn Ck4 AT TOP, CONTINUOUS UPPER 9" ICF WALL #5 VERTICAL #3 PRE-BENT a • #3 PRE-BENT S REINFORCING AND #4 HORIZONTAL STIRRUPS AS NOTED Q J „ C 0 N C R E T E B E A M S C H E D U L E REINFORCING AS NOTED ON PLANS ON PLANS AND SECTIONS z F- I� STIRRUPS ® 12 O.C. AND SECTIONS 0 w 1 O U » " _ , " w h LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES SECTION .....::..... :.:: - 9 ICF FORM SCALE: 3/4 - 1 -0 BEAMTOP OF BEAM _.;.._.._....:..:..:..:: _....;:.._. ;;...;.;..,..,.._._..._.::.:.:::::::::.:...::..,._. .::::.::::::::::::::::.:::::.:::::::::::::::::(I::::::::::: � z = ¢ �.° SIZE REMARKS I€ - 1 MARK ELEVATION BOTTOM MIDDLE TOP SIZE SPACING TYPE N0 1-#5 HORIZONTAL , Ej o Of o I 1 2 w x d BAR RE ERENCE AT TOP, CONTINUOUS j I a LL 1-#5 HORIZONTAL rn _ I- ----- - --------- t - --------- - ----- - --- n1 w AT BOTTOM, CONT, BM-1 10"x251/z" EL. +12'-101/4" 2-#6 2-#5 2-#5 #3 12" O.C. 2 REAR ARCH 1 S-19 1 I I = v 1.1 N ACROSS LINTEL 1-#5 HORIZONTAL I I ( 1 -� I- - N SPAN AND EXTEND 1 » - _ AT MIDDLE w a = » BM-2 10"x25 /2" EL. +12'-10'/. 2 #6 2-#5 2-#5 #3 12 O.C. 2 SIDE ARCH - Ig I, L..........,_,_....;,;.,;1: ::::::.:..........:.I;;;;,;,;;,.;;_. ;.;..;. .,;....._...;;..;;;, , ,.. . w l'-O" MIN. BEYOND FACE OF BM-3 16"x32" EL. +13'-43/a" 3-#5 2-#5 3-#5 #3 12" O.C. 2 SIDE ARCH - #5 HORIIZOUSTA AT BOTTOM,- O TOM, ;' �� ; v Q r L-15 OPENING ROUGH 9n ICF AND 11 °' ICF BM-4 16"x32" EL. +13'-43/a" 3-#5 2-#5 3-#5 #3 12" O.C. 2 SIDE ARCH - SPAN AND EXTEND 1'-0" MIN. ;� I ; I m LINTEL SPAN UP TO 7'-0" BEAM DETAILS BEYONDFACE OF ROUGH ;;;.._: ..,......:.::.:......:.,:.._....;.;;;;; ;;.,,..,:... ....,;;;,,,,;,. 3 ....:...;..;;;.;;..... ...._.... .....,;::::::.._.... ::::;;:;:::;::€L. ;.::;;;;;;;;:,:......._._.................__........... .......:............._ AND CONCRETE BM-5 11"x143/a" EL +13'-43/a" 3-#5 - 2-#5 #3 6" O.C. 2 BALCONY FLOOR - OPENING 1 �' '� ' h EAST/WEST DOORS TAGE Hd LEVEL AND WINDOWS � , .�*..,, €E BEAM DETAILS i _� BM-6 8 x16 - 2-#5 - 2-#5 #3 12 Q.C. 2 ENTRY ARCH - 11 ICF WALL #4 HORIZONTAL fl f® w REINFORCING @ 32" Q.C. I BM-7 8"x13" - 2-#5 - 2- 5 3 12" O.C. 2 ENTRY ARCH - ........ ......._..._............ . ADD #3 "SPECIAL" 15 S E C T1 ®N # # # .... ., :.: :r ::: :.::::::: 11" ICF WALL #5 VERTICAL { STIRRUPS ® 8" O.C. TO SCALE: 3/ " " BM-8 10"x12" EL. +22'-2"t 2-#6 - 2-#5 #3 10" O.C. 2 '/a" CAMBER 1 -1g REINFORCING ® 24" O.C. AS SUPPORT DIAGONALS S-13 AL a = 1 -0Sml 3 NOTED ON PLANS AND SECTIONS #3 SPECIAL STIRRUP ADD BM-9 9"x16" EL. +10'-4" 3-#6 AL 2-#6 #3 8"/12" Q.C. 2 1/2" CAMBER 7/S-15 R11" ICF EINFORCING EACHVSIDECOF ;..,_. ..;;; AT MAINTAIN 2" COVER.NDE. 03/05/2015 COTTAGE COVER. NOTE: ARCHED OPENING AS NOTED BUILDING PERMIT ISSUE CLEAR COVER SCHEDULE ON PLANS AND SECTIONS PROFILE OF ARCHED €; ARCHED CONCRETE BEAM SIMILAR. TOP BOTTOM OPENING, SEE ADD 2—#5 DIAGONALS EACH SIDE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. DESCRIPTION BAR BAR Q 4 11" ICF WALL FORM ARCHITECTURALS ' ESTABLISHED IN SECTION FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER OF 8 wide AND 10 wide ARCHED 420 OSCEOLAAVENUE,, SYSTEM CONCRETE BEAMS AND ADD 3- 5 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE " WITH CHAPTER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS ELEVATED BEAMS 2" 2" # UACKsoNv1L�E�EacH,FLORIDA'32250 ELEVATED SLABS 2" 2" TYPICAL BEAM STIRRUP & TIE TYPES TYPICAL ARCHED ICF LINTEL BEAM DIAGONALS EACH SIDE M 16 wide AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED :� OS)2l_ 1, ARCHED CONCRETE BEAMS W/ WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ELEVATION #3 "U-SHAPED" TYPE "3" 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE SUPPORT STIRRUPS ® 8" 0"C" INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE S-13 .SCALE: 3/4" = 1'-O" WITH SECTION 6O THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. t FL RE.36820 5 04 -1 CONNECTIONS � d M W N CD O SIMILAR O N 2"W P.T. SYP NO.1 p QM HrNC+O � uj EXPOSED RAFTERS Q o w m @ 24 O.C. 3/4" STURDI-FLOOR SUB FLOOR 11" ICF EXTERIOR „ 11" ICF EXTERIOR W = cn o 4 x10 .T. SYP NO.1 2x6 SYP N0.1 W Q U O 0) PLYWOOD SHEATHING. GLUE AND BEARING WALL BEARING WALL 1 EXPOSED RAFTERS 2 Bj 1- FASTEN TO WOOD TRUSSES w/ 10d BELOW EXPO ED BRACKET BELOW 8"x18" CMU W W W X COMMON WIRE NAILS ® 4" O.C. -1 BEAM r i C9? 24' O.C., SEE -1 NOTE: COLUMN BE _ Z Q O7 W = u- DOUBLE ". .. ._,..._�.___.. ............._.._.._.._.,._"..,....LOW ` DOUBLE 2"x10" SYP NO.2 1pc SIMPSON THA426 -- - I _____ ____ -- --; - DETAIL 5/S-10, DOUBLE 2x10 SYP N0.2 WATERPROOFING AND W EDGES AND 6" O.C. FIELD 9 ICF EXTERIOR -'-- I �`- --- - I FLOOR SUPPORT LEDGER. FLASHING DESIGNED € 0 W W U FLOOR SUPPORT LEDGER. ADJUSTABLE TRUSS SIMILAR " U W Q o BEARING WALL 1 1 BY OTHE S gM-2 18 x18 CMU U cn " SEE DETAIL 5 S-14 HANGER TYPICAL SEE DETAIL 5/S-14 0 _j a - W � SINGLE 2x8 SYP NO.2 / ( ) ABOVE p 10° wide COLUMN BELOW HDD I .... ARCHED Q FLOOR SUPPORT LEDGER. _. r. TYPICAL 5 LOCATIONS W D 4 W -,� L-r.:z:::::i;<-::: I,..,.,... .. ._.., ,T,,;;......._.. -:;�: ;::a�; >., ._,�::.., �. ":-:�:�-;; 'W.:: r>-..::-rz ;;:-;rN I't- ;::<::::::-- .,-r r. ( (y SEE DETAIL 6/S-15 -:=-_-::. , ,::::::::- ..:..__....... :......._:, ......................: .:.. ....... ,4 :< ..... g � U)7 AFF 0 � Z � I _ --------- ---------- - ,W, 2 x6 P.T. SYP NO.1 - r ...... E ; j „ O o mna I q E ,• <. f ;; E I€ mAa ;: p , 10 wide REINFORCED O rn ; HANG q , t i j :i:?.: it .;3 .__?i HANG S ' T I J p a ! LL Q N 3 rrPl £ .: y ARCHED CONCRETE BEAM, LL W = EXPOSED RAFTERS - ( ) I f ,, `' ' ._. ® 24" O.C. I ) 2 I ru,. 1 t I5^ STEP /2 DETAIL / - . Z a _ % 1-ini ::. ::. ::. ,. . . :. r ; LOPE 1 ' 3 aB - . ._, "" "` 9" 7 'SLOPE SAB I ;� s i N 1 r �, r r r 9" I F TE IORI o 3 „ „ / „ » ? # DIRECTION OF #5'S. , _ 1 r; 20 SYSEM 2 EE IN RE 0WS M 2 P EE, ED ST PR NE D BE IN WA 20 SY EM 2 EE IN RE ;; 5 ® 2" o.c. Bono '" €Et a » ,, , „" BM-6 12 t; ,;, F OR RU ES 1 2 C. 1 t FLRU fS ( 2 15 T S 19. 0. F OR RU ES 1 .2 C. 6 AND ® 12 O.C. T P,... I i -1 8 3CM)J EXTERIOR 0 s; , B L I3 w/ # TEMPERATURE , A _� " (BERING WALL B wide ' __...._.._......_ ARCHED , -•-•-•••••• - ! - ca 'REINF RCING ® 1.2" 0 C. BELOW E DO LE 'h%10" S P 1 L. 3.. N t ` _ I CAMBER " AT MIDSP N ,Lp WALL I RIOR AD ARING % - c s% ui FL R PP RT ED R x8 ( ; SE DE ' IL /S-1IF fy, _ .. . > ( 0") i € 2 1.75 x " k.9E j i - I I w _.__, __. 1 ( s I ' ),: ,.s,. 4_._ 5x10' s" COVERED B LCONY FLOOR " - I SYSTEM DE IGN CRITERIA: AI t / l w BOTTOM 1C�204AM FE R i s :,,I€:'t - .......... . ......_... . „ I 3 ,.".S, JF DI FL OR UB LO ?I; € o I i9 ! SU yA (3I , I , PL 0 z I .e PER W S EA ING GL AlA D I - -� w v FLOOR( DEASEDOAD - 20psf ............ r.... ,..s.,._.. ._.... . (z Tsza' z. ips ( 0") ( isza kips " FA EN 0 OD TRU SE w/ Od m p c� I € mo< I _....._ EA END, ; ------- - --'--';''. END MI RO M. L SI E ;I DO BL 2 x P .2 „ 9f € _ . o : . :I ! i SUPERIMPOSED Q I _ CAMCWI E ILS Q 0 I o I Inil 0" YS M 2 EE INE RE 0 FL R US TO I FL R UP RT ED R. N iFLOOR LIVE; LOAD = 60psf.,� J J „ R EI S IR RI ER SE DE IL S 4 ED S D 0. . FI LD 1 9 1 t FL OR RU ES 1 2 C. I /ANG I H GER THA 420I .. ®. .. . ® , 3 I -s:::.;..::: =1........ ........ ..... J J J J J J J L -JULJ �: L L. ( (CAL) f �Z .. 0 O CONCRETE LACED IN ELEVATED -- 6 ,; € I- .I ' s-'t:".:., s.,<.........................:...:.1 1.t..c......._....................,.I I$.,;:;..................,..� E,....., .._,.. .. .1 Lr........:>...... ..n;a:.:;.1 -- ._._ H GER , L CONCRETE AMS SLABS 01' ......... ;L _.._.._. .. , J ( ICAL) SI GL 2»x S N .2 �p v o I i CONTAIN MG'IE2005NSDMIGRATORYSHALL L r� k� r� k� _..,.... -_. , ~ w'. . m ' N 'INH1 I 1 11 I I f W I CORROSIO IBITOR, AS },. ,. . .. ,,,,.b ........... ............... . I i E I }1 1 I I I w _ EI € /ff ' '````, SE DE RL /S 4 I 9Wg3 MANUFACTURED BY THE CORTEC 4 f'_____ I I I E I ; / I I I I ,.,_.; :i f ELEV ,.:,� OR E i3 U' ..._ , 13 3 ----- ; -- ------ ------ --- --: - --- +- ----- ------ ---�+ ------ - ---- -- ../ ! 5xto'-s" , �. CORPORATI N. THE DESIGN MIX C_`F� __-__ k __ � __ = ____ _Fy ____ ___ _ Ga _ OU E x1( SY N tT_ ____- -__-_ -,_. _- ___ ______ �- ry _ T _ _ __ _ _y-T __ -_ _ ____ __ m �' � FL I I � W La i LJ LJ LJ E ;,, ,;,:."�:i,`.;d%:n,,v„i �,:,; !i LO S P T L DG TOP I SHALL BE PROPORTIONED TO BE m I -.r.'rzrai. `' as mna f; 5" STEP SLOPE '/ COMPATABL( WITH THIS ADMIXTURE I , EE ET IL S- SLOPE 1'/, ; `w 6"x10" P.T. SYP 0.1 ` 'DOUIBL-E--�-0» SYP N0.2 1 pc SIMPSON THA426 WITH RESPECT TO CEMENT CONTENT - (EXPOSED BRAC)tET_ FLOOR"_SUPPORT LEDGER. ADJUSTABLE TRUSS J J L 9" 7 " CONCRETE S A AIR CONTENT, OTHER ADMIXTURES, H s, „ ': . ::::" - ___._. .._..._W.. .. __...____.._._ .._.. '. I I ETC. MAXIMUM WATER-CEMENT Z e" wide ...... DIRECTION................_......_.._.,.....,........_.........._ ..._ _........ _....__. - #5 ® 2" O.C. BOTTO .. .. ......., � .._ _. . SINGLE AND ® 12" O.C. T PDOSAOGE�RATEBOFOTHE MCIE-2005NS : :€ . . , I S ® 24 C. „ o . ::. :. Aazz , 2"x6" P.T. SYP N0.1 EXPOSED RAFTER ::. .. . , w/ # TEMPERATURE , :. 2 x8 SYP N0.2 �. , ICAL) w , SHALL BE 1.5 PINTS CUBIC YARD . ... .. ,. .. .... , . .. „ ....,, , . '.}..: � I R NF RCING � 12" 0 C. , ICAL) , , , FLOOR SUPPORT ., . . . .. .: ... .. .:' . ::- . •:: :..... .. .. .. .:. :. .. ,;: . '. °-. •� I - 1 CONCRETE. 2x6 SYP N0.1 o LEDGER. SEE I " CAMBER` +L/j" AT MIDSP N 1 ae W EXPOSED RAFTERS : :' 13 NOTE: „ _ .� y z . ® 24 O.C. SEE DETAIL 4/S 14 m �� I g :i •- 1 ST 4 PR NG EE D::' :" . >: .<,:;: :`: r ; = SEE STRUCTURAL -2 SLOPE".1 /, ,a SHEET S-20 FOR DETAIL 1/S-20 2"x8" SYP N0.2 1 _,: . III LO T S S 19. 0. 1 TOWER FLOOR FRAMING FLOOR JOISTS tTAN :`'.: ., :. 10 wide REINFORCEDfy C� 12 O.C. , . ,..' L. �. LLJ I .I € ARCHED CONCRETE BEAM, SEE DETAIL X/S-13. _ I I , `,. _ _..___............._..........._...____ _. _._.__._."._.._.._ _._._ .... . . BM-3 BM-3 BM-3 BM-3 ........_..._...__.._._BM-2 .__"._. ._ 16° wide 16" wide 16' wide 16" wide 10" wide LIJ 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD �^ UPPER 2"x4" INTERIOR ARCHED ARCHED ARCHED ARCHED ARCHED co SHEATHING. GLUE AND FASTEN TO WOOD ?; I WALL BEYOND ALIGNED '/i CDX PYWOOD CEILING 16%60" CMU 16"Y94" CMU 1/2 CDX PYWOOD CEILING 8"X14" CMU 18"x18" CMU TRUSSES w/ 10d COMMON WIRE NAILS w/ LOWER 2"x4" DIAPHRAGM. FASTEN w/ 8d COLUMN BELOW COLUMN BELOW DIAPHRAGM. FASTEN w/ 8d COLUMN BELOW COLUMN BELOW 0) @ 4" O.C. EDGE AND ® 6" O.C. FIELD INTERIOR BEARING WALL COMMON WIRE NAILS @ 6" O.C. (TYPICAL 4 LOCATIONS) COMMON WIRE NAILS ® 6° O.C. (TYPICAL 5 LOCATIONS) CO 'I I EDGES AND 6" O.C._ FIELD. EDGES AND 6" O.C. FIELD. EL.+ 13'-43/a " M f' 1 ROW 10d COMMON WIRE MAIN HOUSE JEC® _._............._---..._,._ .____ NAILS ® 4 O.C. „ BRACE BOTTOM CHORDS OF N D LEVEL FLOOR FRAMING PLAN 11 ICF WALL FORM w/ TOP OF PLYWOOD OPEN FOR PRE-ENGINEERED FLOOR TRUSSES '-e:_ 6" CONCRETE CORE STAIR e 1,011- - w/ 1"x4" SYP No.2 LATERAL SCALE: 1/4" 1'-0" 00 BRACES ® 48" O.C. FASTEN w DOUBLE 2"x10" SYP No.2 FLOOR 0° I 2"x4" SYP No.2 / - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 20 SYSTEM 42 CONTINUOUS 2pcs 101 COMMON WIRE NAILS PRE-ENGINEERED FLOOR TRUSSES ® 19.2" O.C. FLOOR SYSTEM DESIGN LOADS: €' SUPPORT LEDGER w/ SIMPSON AT EACH TRUSS INTERSTECTION LEDGER CONNECTOR SYSTEM (2)2 x4 SYP No.2 TOP - ALL MAIN HOUSE FLOOR TRUSSES OVER THE SOUTH LOGGIA ° ° :,,,,/_(2)2"x4" PLATE SPLICE TOGETHER w SHALL BE 14" SYSTEM 42 PRE-ENGINEERED FLOOR = ' 1°° DESIGN DEAD LOAD 20 PSF ° 1pc SIMPSON ICFVL AND FRAMING NOTE: GENERAL " DESIGN LIVE LOAD 40 PSF '` eo 1"x4" SYP No.2 LATERAL ` 2 ROWS 101 COMMON WIRE/ TRUSSES ® 19.2 O.C. = 7 ,.�.,..,)a 1 c SIMPSON ICFVL-W LEDGER CONTRACTOR TO COORDINATE FASTEN SECOND w p BRACES ® 48" O.C. , II ; NAILS ® 16 O.C. - ALL FLOQR BEAMS SHALL BE 1.9E MICROLAM LVL OR EQUAL ICF-D3.62 SCREWS LOCATION OF FRAMING MEMBERS 2"x10" SYP No.2 w�'',,'. ..., CONNECTOR SYSTEM w/ Spcs 20" PRE-ENGINEERED SYSTEM 42 II WITH HVAC DUCT WORK AND " " " _ FLOOR SUPPORT = ® 24" O.C. N FRAME INTERIOR BEARING INDICATES 2x4 /2 x6 INTERIOR ® INDICATES CONCRETE BEAM AS WOOD FLOOR TRUSSES ® 19.2" O.C. I II WALL w/ DOUBLE 2"x4" SPF NO.2 ELECTRICAL FIXTURE LOCATIONS. BEARING WALL BM PER DETAILS ON SHEET S-13 LEDGER TO FIRST „ H2.5 SEE FLOOR FRAMING PLAN 'I I STUDS ® 12" O.C. INDICATES INTERIOR HEADER BEAM 2"x10" LEDGER w/ ICFVL-W FASTEN FIRST 2"x10" SYP No.2 1 c SIMPSON H2.5 CLIP FROM EACH x INDICATES 1pc SIMPSON HTS24 4 ROWS 121 COMMON FLOOR SUPPORT LEDGER TO ICF VV E P NOTE: SPLICE ALL MULTI-PLY " WALL FORM w SIMPSON FLOOR TRUSS TO DOUBLE TOP PLATE " w INDICATES 1.9E MICROLAM LVL TWISTED STRAP OR SIMPSON WIRE NAILS ® 12 O.C. / , 2x8 HEADERS TOGETHER w/ FB- FLOOR BEAM, SIZE PER PLAN MSTA24 FLAT STRAP LEDGER CONNECTOR SYSTEM SECOND LEVEL FLOOR TRUSSES 4 ROWS 12d COMMON WIRE S NAILS @ 12" O.C., EACH LAYER (+0") INDICATES TOP OF INTERIOR HEADER INTERIOR DOUBLE LEDGER SYSTEM AT STAIR OPENING (� BEAM FLUSH w/ FLOOR TRUSS SCALE: 1/4" = 1'-0" i 1 SECTION NOTE: SPLICE ALL MULTI-PLY (-20") INDICATES TOP OF INTERIOR HEADER 5 DETAIL 2' 4' 8' 18.0" MICROLAM LVL FLOOR BEAM BEAM 16" BELOW TOP OF FLOOR TRUSS S-14 SCALE: NTS S-14 SCALE: 3/4" = 1'-0" TOGETHER w/ 7 ROWS 12d RING SHANK COMMON WIRE NAILS 11" ICF WALL FORM w/ ® 12" O.C., EACH LAYER 6 CONCRETE CORE 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD SINGLE 2"x8" SYP No.2 FLOOR MAIN HOUSE TRUSSES w/ 10d COMMON WIRE NAILS SUPPORT LEDGER w/ SIMPSON SECOND LEVEL 0 4" O.C. EDGE AND ® 6" O.C. FIELD LEDGER CONNECTOR SYSTEM M _._.__..._........,._..__._._.__,_ .__ __._._..._.._..._.._.._........._. ...."............._ 1pc SIMPSON ICFVL AND FLOORP MING 1"x4" P.T. SYP No.2 1pc SIMPSON THA426 ADJUSTABLE TRUSS SINGLE ° 2"x8" SYP No.2 pc SIMPSON ICFVL W LEDGER MIS LATERAL BRACING HANGER, FASTEN w/ 4-10d NAILS INTO .FLOOR SUPPORT �° CONNECTOR SYSTEM w/ 8pcs 00 00 I ® 48" O.C., FASTEN TOP OF THE DOUBLE LEDGER AND 16-10d LEDGER ICF-D3.62 SCREWS ® 24" O.C. w/ 2-10d COMMON WIRE �o NAILS INTO THE FACE OF THE FLOOR ICFVL-W NAILS AT EACH FLOOR ,., LEDGER AND 6-16d NAILS INTO TRUSS 2x8 SYP NO.2 __.._. _ ..•..".._......_._....."•...__,,.._ TRUSS INTERSECTION '%' FLOOR JOISTS INTERIOR SINGLE LEDGER SYSTEM S- 14 ,- ,• "® 12 O.C. 20" PRE-ENGINEERED SYSTEM 42 ;1 1pc SIMPSON H2.5 CLIP WOOD FLOOR TRUSSES ® 19.2" 0 C FROM EACH FLOOR TRUSS 1pc SIMPSON LUS28 DETAI L SEE FLOOR FRAMING PLAN TO HE BEAM (0e ti~~° DOUBLE 2x10 SYP N0.2 FACE MOUNT HANGER 6 (2) 2"x8" SYP No.2 INTERIOR FLOOR SUPPORT LEDGER. 03/05/2015 w/ 10-101 COMMON S-14 SCALE: NTS BUILDING PERMIT ISSUE HEADER BEAM AS PER PLAN WIRE NAILS LUS28 NOTE: SPI-ICE ALL 1. THESE PLANS ARE DESIGNED TO BE INCOMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. '. MULTI-PLY 2"x8" ° ESTABLISHED IN SECTION 628-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER SECOND LEVEL FLOOR TRUSSES ° SIMPSON THA426 ADJUSTABLE TRUSS SIMPSON LUS28 FACE MOUNT HANGER 420 OSCEOLA AVENUE HEADERS TOGETHER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH!FLORIDA32260 w/ 4 ROWS 12d AT INTERIOR HEADER BEAM H2.5 HANGER AT DOUBLE FLOOR LEDGER AT ELEVATOR AREA FLOOR JOISTS WITH CHAPTER 26,ANSUASCE7-12'MINIMUM DESIGN LOADS FOR BUILDINGS (808)217-4707 COMMON WIRE NAILS AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED : eckathe@gmadaom ® 12" O.Q., EACH C WITH A MINIMUM BASIC WIND SPEED OF 130 MPH, �' •,t- \, , 2 V E TI O N 3 DETAIL 4 D E TA( L 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE r LAYER INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE S-14 SCALE: 3/4" = 1'-10" S-14 SCALE: N.T.S. 5-14 SCALE: NTS WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. ' FL R.E.36820 , x HEADER BEAM w/ Pc SIMPSON 1 » 9 ICF WALL FORM w/ o N LUS28-3 STAINLESS STEEL FACE MOUNTHANGER EACH 2"x6" P.T. SYP N0.1 EXPOSED 4" CONCRETE CORE 00 M o N END, SEE DETAIL 8/S-15 " DOUBLE 2x10 SYP No.2 FLOOR Q T cf) ~ o N M CD , RAFTERS ® 24 O.C. » _ o w o W Q � 1pc SIMPSON THA422 NOTE: SUPPORT LEDGER w/ SIMPSON = o H o - N 2 ADJUSTABLE TRUSS 5 1 WATERPROOFING AND ;. LEDGER CONNECTOR SYSTEM w < _ U) o HANGER TYPICAL 2 xs SYP N0.1 FLASHING DESIGNED Q O 3/a" STURDI-FLOOR SUB FLOOR _2 (TYPICAL) " » ' e�• w U � rn -1 CONNECTION -2 BY OTHERS � LLj � � � I PLYWOOD SHEATHING. GLUE AND DOUBLE 2"x10" SYP N0.2 SIMILAR EXPOSED RAFTERS ;< ;, Iaa 1pc SIMPSON ICFVL AND d U) Q W w x FASTEN TO WOOD TRUSSES w 10d """-- -". __.........,_._ .:_.. ° 1 c SIMPSON ICFVL-W LEDGER D Z U) w 2 I FLOOR SUPPORT LEDGER. ® 24 O.C., SEE ja P W Z IX N ; " " w U i a a ti w COMMON WIRE NAILS @ 4 O.C. ti » SEE DETAIL 1/S-15 "------- � DETAIL 5/S-10 SINGLE 2x12 SYP N0.2 �,,, CONNECTOR SYSTEM w/ 8pcs • U 0, U � Q o `i EDGES AND 6 O.C. FIELD - - �" - _. ... ....._.......... .....'.......,.. _�...._.... ............... 2x10 .SYP No. ICF D3.62 SCREWS C�? 2 O.C. w ti £,......... ........... ... ...,, :;..................._.....................,...;.:-::::::;::<::.:::.::..........._,__.....__. _._.......,.,.,,....,.._...,,,................4" . ._... ..... .�- FLOOR .SUPPORT LEDGER. FASTEN SECOND 4 � � d - » » __ s' DOUBLE 2"x 0" SYP NO.2 SLOPE TOP FROM 111/4" TO 97/4" FLOOR SUPPORT LEDGER TO FIRST Q 0 J m ti SINGLE 2x8 SYP NO.2 (33')2 x } e FLOOR SUP ORT LEDGER. 2 x10 LEDGER w/ 4 ROWS 12d " w D Q w N FLOOR SUPPORT LEDGER. I SEE DETAIL 2/S-15, SIMILAR „ FASTEN FIRST 2 x10 SYP No.2 Z 1 ._. _ _ ... _.__... ._._..; ) SEE DETAIL 1/S-15 COMMON WIRE NAILS ® 12 O.C. TO ICF w �- `* SEE DETAIL 2/S-15 _ 2 4 AT LO IN Z I o I J �........_.._ ______ _..,.1 1pc SIMPSON LUS210 -ai OJ g p ® F- AlOH AR GE 00 -- -- - cl - PROVIDE AHOLE IN THE ORI-RA'-DR S REQUIRED--£ - :::.; <- - Lv DGEROCONN CTOR SYSTEM LLL N W a FACE MOUNT HANGER ICFVL-W ICF WALL TO RECEIVE r �+o1n a -I lur _.... ......._. to (TYPICAL EACH END) INTERIOR DOUBLE LEDGER SYSTEM Z THIS 6"x8" P.T. SYP NO.1 I I CANTILEVERED BALCONY JOIST i IYIE I III STEP Nil N E iii i ri..... ..; :. mmms z TssaIn STURDI-FLOOR SUB FLOOR _._ 1 ., £ ' -• a 1 r } E a _ PLYWOOD SHEATHING. GLUE AND y „ _,."_„ 111 _ _ E€: DETAIL z I t P EN NE ED LO T SS �t> at ,' ..... . ... ..... . ... ; o III I I H J , "; : ",' _.r •` rym FASTEN TO WOOD JOISTS w/ 10d S-15 SCALE: NTS o UU € I , , ; I I S Lh E SIG ED OR € €;; x „ £ f I ' I (2)1.75-x, 0 1. €€ II >«� COMMON WIRE NAILS ® 4 O.C. - < o R CTI NS RO CA TIL ER = �w I I;. ; €€ a i : �I �Jo m v ®� » 9" ICF WALL FORM w o) • Q 3 ti e; _ EDGES AND 6 O.C. FIELD / al€-: , z m_ B CO J ST J £ -., ' m� _ . ;( 4„ CONCRETE CORE , I x � _2 I _.:._.__...L.. ..1 _.. . W___ ___ _._� ,�� FB , 3 ,,,, ,,,,,,,,,,,,,_ £-,..... _, I , � " II ,.,� ,, i ^ ' day, ( 0m 1111 v� QZ i€ € 2" 10" S ao r B N I I s um .. SINGLE x YP NO.2=x rn w ® € € _._._ __._L.. . ._L.._ _____ _Wn �opF {„---....__......... I i........ .,_ ; '; „ STEPFLOOR SUPPORT LEDGER. SINGLE 2x8 SYP No.2 FLOOR `ow I I £ I r �o hl. _ ! I _.._ . I SEE DETAIL 2/S-15 SIMILAR SUPPORT LEDGER w/ SIMPSON Ln , , ��'n f '� I _. 7 O LEDGER CONNECTOR SYSTEM a z0 1 S TE 2 P NGI EER D -� L00 T SS ® 9. 0. v , , , , I I � � �.. , .. •,. ..� = � -' ! 9 °, 1pc SIMPSON ICFVL AND Q _.... € 1 1 .._. -2 a 1pc SIMPSON ICFVL-W LEDGER E . I �'.-*" ....... :... 11 L I I € J Ii BELOW a PROVIDE A HOLE IN THE Q ;I z)HTsza �- ...... . ..... .. ( € ;,. :- .: ::::::,, : ° e CONNECTOR SYSTEM w/ 8pcs ICF WALL TO RECEIVE =- sTRAPS t._ -. = "" [ ICF-D3.62 SCREWS ® 24" O.C. O + , THIS 6"x8" P.T. SYP NO.1 1 S T 42 PR NGI EER D ::£: : :: LL ICFVL-W 0 CANTILEVERED BALCONY JOIST ry6" L00 SS ® 9. O, 6" E .% FRAME STAI N _ DESIGN THE FLOOR TRUSS I 2 xs SYP N0.1 DOUBLE 2 x O SYP N0:2 1pc SIMPSON HHus410 FACE MOUNT INTERIOR SINGLE LEDGER SYSTEM = U LANDING w � "-" ^� I I EXPOSED RAFTERS FLOOR SUPPORT LEDGER. t HANGER S INTO THx1 /2"G COMMON WEB SPACING TO RECEIVE THE la . _ » » Q 2 x8 SYP NO.2 „ ® 24 O.C., SEE SEE DETAIL 1/S-15 WIRE NAILS INTO THE LEDGER AND � _ DETAIL 6"x8" P.T. SYP N0.1 L J L J L J L J L FLOOR JOIST �� L� DETAIL 5/S-10 10-16d COMMON WIRE NAILS INTO Lu CANTILEVERED BALCONY JOISTS ® 16" O ; THE FLUSH FLOOR BEAM. 2 6x8 P.T. SYP NO.1 ` U ,.:.W.._,....__...._____ ._...._..._:._.� ,,. .,.. �, ,....._...__._..M._...._....._.__..__.._._. __. _, _ ,_ (TYPICAL EACH END) 5-15 SCALE: NTS EXPOSED BRACKET 9" ICF EXTERIOR 1pc SIMPSON THA422 DOUBLE 2"x10" SYP NO.2 2' x6" P.T. SYP N A BEAM Z BEARING WALL ADJUSTABLE TRUSS FLOOR SUPPORT LEDGER. 5 EXPOSED RAFTER BELOW HANGER (TYPICAL) SEE DETAIL 1/S-15 -1 0 24" O.C. 1pc SIMPSON LUS210 FACE MOUNTIMI Q J HANGER. FASTEN w/ 8-10dx11/Z" COMMON Q 1pc SIMPSON THA422 ADJUSTABLE TRUSS WIRE NAILS INTO THE FLOOR LEDGER SECOND C p p A A I ^ ' HANGER FASTEN w/ 4-10d NAILS INTO AND 4-10d NAILS INTO THE FLOOR JOIST0� BRACE BOTTOM CHORDS OF COTTAGE SECOND LEVEL FLOOR FRAMING PLAN TOP OF THE DOUBLE LEDGER AND 16-10d Z PRE-ENGINEERED FLOOR TRUSSES NAILS INTO THE FACE OF THE FLOOR ° SINGLE 2"x10" SYP NO.2 Z w/ 1"x4" SYP No.2 LATERAL SCALE: 1/4" = 1'-0" � LEDGER AND 6-16d NAILS INTO TRUSS ° FLOOR SUPPORT LEDGER. W BRACES CSD 48" O.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS ALL COTTAGE FLOOR TRUSSES SHAL BE 16 SYSTEM 42 FLOOR SYSTEM DESIGN LOADS » Q AT EACH TRUSS INTERSTECTION PRE-ENGINEERED FLOOR TRUSSES @ 19.2 O.C. 2%12" SYP NO.2 FLOOR JOIST ® 16 O.C. T rN » n 1 " W/4". 2 - ALL BALCONY FLOOR JOISTS SHALL BE 117/8" TJI PRO 360 DESIGN DEAD LOAD = 20 PSF ;�, DOUBLE 2x10 SYP N0.2 SLOPE TOP FROM 11./4 TO U FRAMING NOTE: GENERAL FLOOR JOISTS ® 19.2" O.C. DESIGN LIVE LOAD 40 PSF mom"°~° FLOOR SUPPORT LEDGER. SEE FLOOR FRAMING PLAN Q CONTRACTOR TO COORDINATE ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL OR EQUAL W LOCATION OF FRAMING MEMBERS m ELECTRCALWITH HVAC DUCT FIXTURE OLOCANONS. Z&2E�M BEARINES G WALL ' /2"x6"` INTERIOR FB-M-74PERCATES DETAI SOONRETESHEEEAM S-I3S SIMPSON THA422 ADJUSTABLE TRUSS SIMPSON LUS210 FACE MOUNT � INDICATES INTERIOR HEADER BEAM x INDICATES 1pc SIMPSON HTS24 HANGER AT DOUBLEFLOORLEDGER HANGER AT SINGLE ^FILOOR LEDGER co 20 8" HEADERS TOGETHER TE: SPLICE ALL Pw/ FB-# FLOORINDICABEAM, SIZE PER PLAES 1.9E MICROLAM N MSITA24 FLAT STRAP STED STRAP OR SIMPSON 3 S E C TI O I V 4 S E C TI O I V U 4 ROWS 12d COMMON WIRE NAILS U 12" O.C., EACH LAYER (+0") INDICATES TOP OF INTERIOR HEADER S-15 SCALE: N.T.S. S-15 SCALE: N.T.S. BEAM FLUSH w/ FLOOR TRUSS NOTE: SPLICE ALL MULTI-PLY (-16") INDICATES TOP OF INTERIOR HEADER 16.0" MICROLAM LVL FLOOR BEAM BEAM 16" BELOW TOP OF FLOOR TRUSS 2ply 1.75"x16.o" 1.9E TOGETHER w/ 6 ROWS 12d RING MICROLAM LVL FLUSH 1pc SIMPSON HU416 FACE SHANK COMMON WIRE NAILS FLOOR BEAM "FB-2" MOUNT HANGER w/ 12-16d COMMON 0 12" O.C., EACH LAYER WIRE NAILS INTO MICROLAM 2ply 1.75"x16.0" 1.9E LVL FLUSH FLOOR BEAM "FB-3" AND N MICROLAM LVL FLUSH 26-16d COMMON WIRE NAILS INTO FLOOR BEAM "FB-3" MICROLAM LVL FLUSH FLOOR SINGLE 2"x8" P.T. SYP No.2 LEDGER a BEAM "FB-2" VV E 9" ICF WALL SYTEM ANCHOR BOLTS w/I2PODWASHERNIZED S BEYOND f ® 1s" O.C., STAGGERED SIMPSON HU416 FACE MOUNT HANGER 1 ROW 1 d COMMON WIRE ( (3)1.75"x11.25" 1.sE MICROLAM LVL FLUSH AT INTERSECTING FLUSH FLOOR BEAMS SCALE: 1/4" = 1'-0" NAILS ® 4" O.C. ; FLOOR BEAM "FB-4". SPLICE TOGETHER W/ 2' 4' 8' 2 ROWS 12d COMMON WIRE I j 3/a" STURDI-FLOOR SUB FLOOR PLYWOOD 3/a" STURDI-FLOOR SUB FLOOR PLYWOOD 3 5 ROWS 12d RING SHANK COMMON WIRE NAILS 5 DETAIL NAILS ® 4 O.C. SHEATHING. GLUE AND FASTEN TO WOOD SHEATHING. GLUE AND ASTEN TO WOOD i @ 12 O.C., EACH LAYER S-15 SCALE: 3/4" = 1'-0" ?"z TRUSSES W/ 10d COMMON WIRE NAILS TRUSSES w/ 10d CO MON WIRE NAILS 3 ® 4" O.C. EDGE AND ® 6" O.C. FIELD " » /4 STURDI-FLOOR SUB FLOOR PLYWOOD ® 4 O.C. EDGE AND ® 4 O.C. FIELD SHEATHING. GLUE AND FASTEN TO WOOD 3ply 2"x8" SYP NO.2 9: OPEN FOR r)Id JOISTS w/ 10d COMMON WIRE NAILS ENTRY ROOF HEADER COTTAGE STAIR ,Y. . .......... ................. . . .......... . . .. .. ..... ® 4" O.C. EDGE AND ® 6" O.C. FIELD BEAM SECOND LEVEL (2)1.75"x16.0" 1.9E __............_ MICROLAM LVL FLUSH I I 12 e „ FLOOR FRAMING FLOOR BEAM "FB 3" I MAX. �� I PLAN ?_,.......'.., ......_.............._...,................_..........__._........_..................,.... ....... _.__........_ • 1pc SIMPSON THA422 __.._._ ;_ ..... .: 9" IC 1"x4" P.T. SY No.2 BM- 1pc SIMPSON 2"x12" SYP NO.2 FLOOR JOIST ® 16" O.C. F ADJUSTABLE TRUSS HANGER, 1"x4" SYP No.2 LATERAL D " LATERAL BRACING e". x 16.4 a WALL FORMS FASTEN w/ 6-16d COMMON WIRE BRACES Co? 48 O.C. y; LUS210 FACE SLOPE TOP FROM 111/4" TO 91/4" " ® 4 O.C. MOUNT HANGER. S= 1 NAILS INTO TRUSS AND 20-10d 16" PRE-ENGINEERED SYSTEM 42 SEE FLOOR FRAMING PLAN 1pc SIMPSON LUS28-3 STAINLESS COMMON WIRE NAILS INTO BEAM WOOD FLOOR TRUSSES ® 19.2 O.C. 16 SYST M 42 9 wide x 16 dee P STEEL FACE MOUNT HANGER. SEE FLOOR FRAMING PLAN PRE-ENGINEERED FLOOR CONCRETE BEAM w/ 2-#6 FASTEN w/ 4-16d COMMON CREATE 10" wide CONCRETE TRUSSES @ 19.2' O.C., TOP AND 3-#6 BOTTOM w/ WIRE NAILS INTO BEAM AND LUG ON ONE SIDE OF ICF WALL SEE FLOOR FRAMING PLAN " " 03/05/2015 NOTE: SPLICE ALL 16"deep #3 STIRRUPS ® 8 O.C. FIRST 4 -0 10pcs 1/4"0x23/4" TAPCONS TO RECEIVE SIMPSON HANGER BUILDING PERMIT MULTI-PLY MICROLAM LVL FLUSH EACH END, THEN 12" O.C. AT MIDDLE INTO 91" ICF LINTEL BEAM LUG 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. FLOOR BEAMS TOGETHER w/ SECOND LEVEL FLOOR TRUSSES SECOND LEVEL FLOOR TRUSSES ESTABLISHED IN SECTION62B-33FLORIDAADMINISTRATIVECODE. CONSULTING STRUCTURAL ENGINEER 6 ROWS 12d RING SHANK a2ooscEolgAveNUE 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE coMaloN WIRE NAILS AT STAIR FLUSH FLOOR BEAM AT CONCRETE BEAM "BM-9" ROOF BEAM TO ICE WALL LUG CONNECTION WITH CHAPTER 26,ANSVASCE7-12"MINIMUM DESIGN LOADS FOR BUILDINGS JACK$ONVILLEBEACH,FLORIDA32250 ® 12" O.C., EACH LAYER AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOCIATED (608)217-0707 " SECTION SECTION 8 DETAIL ���e� � x WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ,,--- 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE , .5-15 .SCALE: 3/4" = 1'-0" S_15 .S'C'ALE: 3 4" 1'-D" 3 " 1' INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE e � / / S-13 SCALE: /a = 1 -0 WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND . " OTHER STRUCTURES'MENTIONED IN NOTE 2. s S • _. FL P.E. �® edd5 6.�a ...% •::3.�- ":�2�i?;' 2Pd�1'.?l`:, ra',�_ :.:: 3" 61.' '.1S'J�1, a:`a�..,"�i,i$itideii�. ,. ,. ;,. "J ` __ _._ - ..{9>�3 . b�.'ri�:' .. i'Z. .. .� ,,. ., PREENGINEERED ROOF TRUSSES ® 24" O.C. INVERTED HIP VAULTED CEILING COVERED MASTER BALCONY N Q rn m (oo 0 PREENGINEERED ROOF TRUSSES ® 24" O.C. w/ 2"x6" P.T. SYP N0.1 PREENGINEERED ROOF TRUSSES ® 24" O.C. PREENGINEERED ROOF TRUSSES ® 24" O.C. 2"x10" SYP NO.2 RAFTERS @ 24" O.C. W/ Q M d N N 000 W 2'x6" P.T. SYP NO.1 EXPOSED RAFTER TAILS EXPOSED RAFTER TAILS w/ 2"x6" P.T. SYP NO.1 EXPOSED RAFTER TAILS w/ 2'x6" P.T. SYP NO.1 EXPOSED RAFTER TAILS 2"x6" SYP NO.2 CEILING JOISTS ® 24" O.C. Q U o LLI Q v = 0 W (o 1 2 w a U 0) NOTE: UNDER FRAME -1 Of W' ' W F' SEE THE UPLIFT CONNECTOR 6'-O" SETBACK 6'-0" SETBACK 10' x12 CONCRETE = Z L w W =ILL LL X SCHEDULE ON STRUCTURAL -1 GIRDER TRUSS GIRDER TRUSS w V2'z6" SYP No.2 a Z Q Z w N 9 ICF BEARING / 9 ' ICF BE RING ROOF HEADER BEAM 0 W LU W U SHEETS-23 FOR THE SPECIFIED - -_. CONING JOISTS _ WALL BELOW WALL B LOW BELOW U Z U F- o HOLD-DOWN HARDWARE a� 24" O.C. _ I- m WC, 0Q � WN 3 I p ROOF BELOW N O I O 2 Of U) LL N __ SEE SHEETS-14 - ,._.._._-..- __ MGT a ___ _ TUSCAN CAST TONE Q o BALLOON FRAMED -- 1 -- -- - �- -- - = - -- --- - --- , _ =� JT'j - -- - -- -- - -_ - - - -- - -- - - - _ _ COLUMN BELOW OJ < ON_.._9" ICF GABLE END �� c / Q LL w =WALL EXTENDED ABOVE1pc IMP N T 29 ZTHE ROOF LINE » 1 F MO T H GE 1 \ / / ' I €I GRDER l ND cs SIMP N A 5 / - RO x12" ADDER TE TALL 2x4 HI cT I P I �� I € ROOF HEADER EAM L KING (TYPI A ) � �__ ( ) a / . IIBELOW / I \ �w -- j IN ALL "x4'�Q z m 'ooBL CKIN (TY L I1 Ci o ci w » » a _v tIN T LL _ � / I Q5 I -1 O o � \w o � s �� INS ALL 4 IDGE �D _3 x l BL CKIN P - - - ---- ..ELo B C I G YPI L) �' _ �� // I Q I I I O I_ 0 C14 Lo L'J O I �� �' 6 z N Q cn Z © RIDGE _A -_- OVERFRAME w 2'x6" I _ ® w 3Nd o - - - 4 iiI Jacnv~i O -4 >_ FE - w q sp � SYP No.2 RAFTERS I { � I I H © (D cV l.._... . p R DG �_- RIDGE O 24 O.C. - /, I m w O d X o �� �� G�<< a GE I I I I I w QCD Q (n !n RID cX N u, _ _..__... =..- - to . sw No 1 I 2pcs SI PSON I Q m Z N .- RIDGE I I I m r: W e` INST L 2"x4 RIDGE'0; 00 O �� niAzs _ B KING, TYPI L {s N ! j �w z cel w o I lI ; d p ROOF FRAMING 2"x8' P.T. fP 0.2 m _ F° z _ BELOW, WA LE ER N 0 _ SEE ROOF BELOW w I d N SHEET S-14 - = V _ - 1z - -- -� - -- ._... 1 I RIDGE 12 I io 77 II W 5 AM OF CRICI ET I I I MI51, I _X N M O I uses 2 S NO. i I / m N esa J j I N I MIR' E AMIN(' ROOF BELOW ._ .. .'-LADDER TE' ® " 0 _ I VAULTE EDCEILING ) U I I - I 11 j HADDONSTONE 5 Z 9" ICF BEARING ROOF FRAMING BELOW, TUSCAN CAST TONE � Q WALL BELOW SEE SHEET S-14 I -1 --- -- - - COLUMN BELOW s -J NOTE: SPLICE ALL MULTI-PLY ~ 2"x8" HEADERS TOGETHER w/ 2"x6"x6'-0" P.T. SYP NO.1 N� IN LL 2"x4" HIP / 12 2 ' " P. SY N0. L ING (TYPICAL) / D5 4 ROWS 12d COMMON WIRE EXPOSED RAFTER TAILS A L LE ER ; / I W NAILS ® 12" O.C., EACH LAYER "SISTERED" TO THE SIDE OF 1� � I F AM OOF CRTC T / I THE ROOF TRUSS TOP CHORD 0 p o Q I 12 I ALL "x4"; HIP / x6" P N Z z � j 5� BL CKIN (TY( CAL) ; AFy S 10"x12' CONCRETE W Ljj N ), � // j I ROOF HEADER BEAM w ® � ¢ I BELOW Q w _ I i c V) `X o I // ;_/ I 1/2" CDX PYWOOD CEILING (� w ? N o I a% ► _ DIAPHRAGM. FASTEN w/ 8d Q � 3 w - - - �- - - - -- -- -- -- 4-� r - FIN COMMON WIRE NAILS @ 6 O.C. W D_ w MGT w zo MST_ N o. EDGES AND 6" O.C. FIELD. co PREEGINEERED GIRDER 0 Lo 1pc SIMPSON THA29 ROOF TRUSS, SEE p 9" ICF BEARING -/ 1pc GIRDER SIMPSON MGT OFFSET FLUE AS REQUIRED " ' ROOF FRAMING PLAN 6'-0" SETBACK AT BOTTOM CHORD WALL BELOW AT GIRDER TRUSS, 2'x6"x6'-0" P.T. SYP NO.1 r; BEND OVER STRAP AS GIRDER TRUSS SEE DETAIL 2/S-16 REQUIRED AND INSTALL (TYPICAL 8 LOCATIONS) EXPOSED RAFTER TAILS 4-10d NAILS INTO TOP "SISTERED" TO THE SIDE OF OF BOTTOM CHORD � OVERFRAME w/ 2"x6" SYP THE ROOF TRUSS TOP CHORD 5/e" CDX PLYWOOD N�2 RAFTERS ® 24" OC, UPPER ROOF FRAMING PLAN o ROOF SHEATHING w 22 x6 SYP No.2 COLLAR SIMPSON THA29 ADJUSTABLE TIES W/ 8pcs-12d COMMON ° TRUSS HANGER, FASTEN w/ 1 ROW 8d RING WIRE NAILS EACH END ® 24" OC. SCALE: 1/4" = 1'-0" PRIMARY SHANK COMMON WIRE 16-10d NAILS INTO FACE OF � - MAIN HOUSE ROOF FRAMING: PREENGINEERED WOOD ROOF TRUSSES ® 24" O.C. 2"x6" P.T. SYP N0.1 GIRDER TRUSS BOTTOM CHORD NAILS ® 3" O.C. 2"x8" SYP No.2 LEDGER, FASTEN �. w/ 2"x6" SYP NO.2 EXPOSED RAFTER TAILS. CORNER HIP RAFTERS AND 4-10d NAILS INTO TRUSS LEDGER TO ROOF THRU PLYWOOD DECK - MASTER BALCONY ROOF FRAMING: CONVENTIONAL 2' x8 SYP NO.2 RAFTERS ® 24 O.C. w 2- 10x33/4" DECK SCREWS w 1" SECONDARY N PERPENDICULAR / # / w/ 2' x6' SYP N0.2 CEILING JOISTS ® 24 O.C. i » » THA29 DIA. WASHERS AT EACH TRUSS INTERSECTION 2x6 P.T. SYP NO.1 PREEGINEERED ROOF SYSTEM DESIGN LOADS INTERMEDIATE RAFTERS ROOF TRUSS, SEE FLORIDA PRODUCT 1pc SIMPSON H2.5 w/ 00 - INDICATES 7/16" OSB OR 1/2" CDX r "� W E ROOF FRAMING PLAN APPROVAL #10447.19 °a PREENGINEERED ROOF TRUSSES: LOWER PRE-ENGINEERED 8-8d COMMON WIRE PLYWOOD CEILING DIAPHRAGM 2'x6" SYP NO.2 BLOCKING ROOF TRUSS Com? 24" O.C. NAILS FROM RAFTER TOP CHORD DESIGN DEAD LOAD = 2 psf w/ MITER CUTS EACH END. THA29 FACE MOUNT HANGER FROM ROOF TRUSS TO LEDGER o - INDICATES ROOF OVERFRAMING TOP CHORD DESIGN LIVE LOADif= 20 psf I FASTEN w/ 3pcs #10x3" S TO SUPPORTING GIRDER ROOF TRUSS LEDGER DETAIL AT OVERFRAMING RAFTER H2o5 -__ - INDICATES 9" ICF BEARING WALL CONVENTIONAL ROOF FRAMING: I I DECK SCREWS EACH END - q RAFTER DESIGN DEAD LOAD = 15 psf __ SCALE: 1/4 - 1 0 1 DETAIL 3 DETAIL. ___� RAFTER DESIGN LIVE LOAD = 20 psf 1pc SIMPSON LUS26 , - INDICATES HEADER BEAM � p 2 4 8 S-16 SCALE: N.T.S. S-16 SCALE: N.T.S. p CEILING JOIST DESIGN DEAD LOAD = 10 psf ` i FACE MOUNT HANGER ° a - INDICATES POST OR KING POST CEILING JOIST DESIGN LIVE LOAD = 10 psf i ° x - INDICATES 1pc SIMPSON HTS24 STRAP - - A35 0 - INDICATES 1 c SIMPSON THA29 FACE FRAMING NOTE: GENERAL 1pc SIMPSON A35 CLIP , p CONTRACTOR TO COORDINATE MAIN HOUSE NOTE: DRILLED AND EPDXIED 2"x8" SYP No.2 MOUNT HANGER AT BOTTOM CHORD TOWER ROOF FRAMING PLAN UPPER ROOF ROOF GIRDER TRUSS ANGLE AT EACH OVERFRAMING LOCATION OF FRAMING MEMBERS THREADED STUDS ARE NOT RIDGE BEAM RAFTER TO RIDGE BEAM. FASTEN SEE PREENGINEERED ROOF ACCEPTABLE AS SUBSTITUTES 1 » ► - INDICATES SIMPSON MGT AND HVAC DUCT WORK BASED ON TRUSS FRAMING PLAN FOR THE CAST-IN-PLACE 12 w/ 12-8dx1 /2 NAILS EACH ELECTRICAL FIXTURE LOCATIONS. SCALE: 1/4" = 1'-0" FRAMING PLAN ANCHOR BOLTS. „ „ SEE ARCHITECTURAL PLANS - TOWER ROOF FRAMING: CONVENTIONAL 2"x6 SYP NOA 5 2x6 SYP No.2 0 ° t ° BEND STRAP OVER OVERFRAMING TRUSS AS NEEDED RAFTERS C� 24" O.C., CORNER HIP RAFTERS AND INTERMEDIATE RAFTERS SIMPSON MGT HEAVY BRACE BOTTOM CHORDS OF DUTY STRAP ANCHOR, SEE ROOF e ° PRE-ENGINEERED 2NGINEEREDN OO LATERAL S 5/6 0x16 SEE UPLIFT CONNECTOR FRAMING PLAN. / d BRACES ® 48" O.C. FASTEN W/ ® Sml ANCHOR BOLT SCHEDULE °°°° °°°° 2pcs 12d COMMON WIRE NAILS AT �� ° °°° THA29 EACH TRUSS INTERSTECTION �« e X ° 9" ICF WALL ' < 2"x6" SYP No.2 COLLAR TIES w/ SYSTEM t_ 8-12d NAILS EACH END, : o INSTALL 5/8 CDX PLYWOOD ROOF REVISION NO.,&07/18/2015 03/05/2015 ° SEE ROOF FRAMING PLAN a SHEATHING. FASTEN W/ 8d RING REVISED ROOF FRAMING TO MATCH PREENGINNERED BUILDING PERMIT ISSUE Lw SHANK COMMON WIRE NAILS ROOF TRUSS SHOP DRAWINGS = NOTE: COLLAR TIE TO BE LOCATED HT 24 MSTA24 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITHTHE STANDARDS CHRISTOPHER C.KATHE,INC. MGT M NO HIGHER THAN 2/3 THE TOTAL @ 4 O.C. EDGES AND CONSULTING STRUCTURAL ENGINEER \ HEIGHT OF THE RAFTER 6 O.C. FIELD ESTABLISHED IN SECTION6213-33FLORIDA ADMINISTRATIVE CODE. 420 OSCEOLA AUEt�I)1E RAFTER C4 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVk_ B��i,FLORIDA 32250 WITH CHAPTER 26,ANSI/ASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS 'e''1808)217 47071 „ ` HOLDDOWN FOR HIGH UPLIFT GIRDER TRUSS BEARING OVERFRAMING RAFTER AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED -Cckathe@gp ahcoafi TAIL 4 DETAIL WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ? 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE 2 DIE MGT INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE ' S-16 SCALE: NTS S-16 SCALE: NTS WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. FL P.E.3 20 `•'^. ,"• 77. 7 , BEDROOM 1 BEDROOM 2 I 2"x8" P.T. SYP NO.1 RAFTERS @ 24" O.C. w/ 2"x8" P.T. SYP NO.1 RAFTERS @ 24" O.C. w/ 2"x8" P.T. SYP NO.1 RAFTERS @ 24" O.C. w/ 2"x4" SYP NO.2 COLLAR TIES @ 24" O.C. tO N 2"x4 SYP NO.2 COLLAR TIES @ 24" O.C. 2"x6" SYP NO.2 CEILING JOISTS @ 24" O.C. 2"x4" SYP NO.2 COLLAR TIES @ 24" O.C. s FASTEN w/ 10-12d COMMON WIRE NAILS GND a M p N d EACH END TO RAFTER. `t Mo F- N 00 ce NOTE: SEE THE UPLIFT CONNECTOR 2 SCHEDULE ON STRUCTURAL » 5/�" CDX PLYWOOD ROOF SHEATHING. FASTEN Q oo Lu Q N w 8d RING SHANK COMMON WIRE NAILS - �r SHEET S-23 FOR THE SPECIFIED -2 9 ICF BEARING ROOF FRAMING @ 4" O.C. EDGES AND @ 6" O.C. FIELD LWNu Q VN U 0 rn SHEET -15 2x8 SYP NO.2 RAFTERS @ 24 O.C. p u) Q W W x '�`` .~~ n n ff w W Q. LL HOLD-DOWN HARDWARE WALL BELOW BELOW, SEE 4 1 � -17 -2 ~-.~ U W Z 2 W .... ....... .o = r... ............ _. ..............._ 9" IC 1pc SIMPSON MTS30C TWISTED STRAP. � W W Lu � U rN, o. f :- ; ........... .................. .... N _... ..... ......... ... ..__..__ W OW 5 FAS -10 x 2 NAILS. U 12 F BEARING 1/ C EAR NG � Q o ;;;>sJ , ROOF BELOW WALL BEL i i `"..� - - � mti _ EN w/ 15 d OMMON WIRE � J a U --- - - - - --- -- --- - BALLOON FRAMED _ -:ri = J � -.�..,- .-.- __. " ._._: _ m ._ � . ,__. ''~ TINSTALL 6 cs-116d TOENAILS EACH Q cn € _n , - BALLOON FRAMED P Lu o Q Lu d 9 ICF GABLE � ! '�•..,� ,.�. ,�. .�..,�.. ..__.___ ._{{ ;_..._ € � � 0, END WALL l I f E 9" IC GABLE RAFTER TO 2x10 PLATE 0 - r_......_ I zo wWZ I ( I :N D WALLS INSTALL 2"x4" SYP No.2 SOLID < O O o H o { ......... __...._ EN HTS30 " ,...,.:... r I - r I` ~ EXPOSED 6x6 - ,:::. .:::::::: . ,.. T-- ._ _.._......_. _.__._.___....,..........__. ._"..,.,._, BLOCKING IN ROOF L� Q N I .., ,....k...... ..,..,-. „k..,.,,,». ,...,.....L.. ...............r zzc,,;:aa",nsa; u;�zaaa;;;�,,..:,.............. _, i. -••) LL. W / POST BELOW _I, I `' ��, f ?..........._. .... ........... ....... . ......W_ ........................ :. RAFTERS. FASTEN w/ 4-12d Z �- _.__ » 2 'x6 SYP NO.1 0 I NO 2x6 SYP 0.2 TOE-NAILS EACH SIDE OF BLOCKING. I .. ! t r EXPOSED RAFTER ,,, _ n I, CEILI G J TS I x pi � �i I ;, �< @ 24" O.C., SEE IH. ....I _ @ 2 .0 N N I �� » �� 5/S-10 1/2 GYPSUM DRYWALL CEILING DETAIL l 2%6" SYP 9 2`° f , 2x6 SYP 0.2 Ali ° I € 04 - ... r " r- I€� COLLAR TI ,@ 6 ".:::., � �: % ' `� � COLL R TIE @ 0, 2x10 P.T. SYP N0.2 PLATE o I[° , ,I I �? ., 2p` SIM r , N TSS I II� V w 2 / ! :_..,.s. ;1: I I I o / / x10 ANCHOR BOLT w z 3 a„ ___..... ..... .._ ........ .. . ) ..... .._ h,.. ... :,, IWI TED A AT I I I z o-� 1/ % >1 „t r ... 11 ' I I w 2 x2 x B PLATE WASHER @ 24 U.L;. FASCIA AND SOFFIT wa, IE`: ,i' ' I ss 12 kX SY, N0 I I I 2. 12 ! .N E� Rt B M 1.75 16 9 2 s : 122 3 2r_0„ AS PER ARCHITECTURAL Nm i1E I I I p .._. ., RI E E3 _M 1 1"D BEA A M L RID E B M I II 11 - Q 1- 5 HORIZONTAL AT TOP Of II , ----- I;y; RIDGE L I I 17 nBOVE # OVERHANG PLANS AND SECTIONS O ""' - a ! o OF WALL SEGMENT I ~ ;€ dw� € t r, ' 9 - Lil X nf. ser EI M ., I 2pcs "x4' SPF 2 ' I II 1' d L w/ 1 #5 I N :. ; -- --- � F W SYSTEM VERTICAL co IL : TUD AS ING ST, : ,1 ;:;' - - __.......,_. I I o a @ 24 OC. SOLID w 3000C si @ j 'is " n .............. ..........__ ..,..,....... ...,. 1 `.`.:•,,� ..... ._. .._..,;rl ._. ' ,../ 0 £ I`1 N I I; I I f a-. ; < ;; / p STUCCO FINISH AS PER " w -I;j�€£ , y it , F�1 j SE DET. L- / -171 I y l 4---�" I t �� I II I I x x @ CONCRETE. SEE STRUCTURAL SHEET I ARCHITECTURAL PLANS 1 ... s 3 w I I ..._ N £ f ti 4pc1 .2,x _..l PF N0.2 L.. ._ u�i -17 Lq �� ---- ;g f N S-11 FOR ICF WALL LAYOUT Q ............ 5 s.,,.4..1 OS .._ I BELOW I U SAS n yl „m , IJ KI G T I . I... . ._...._ v i )f .N i O W� �, , I RAFTER FASTENING TO 9 ICF WALL .,...... -� - -- �- -- -- -- -�, t�= :; %sem LL _; I r _.........._ W .._.., . . - - - -- --- -- - - i 4 SECTION BALLOON FRAMED0 l OLmo:rrt.# I U 9 ICF GABLE �.. I II N NOTE: SCALE: 3/ „ S-174 = END WALL I I I I, WATERPROOFING AND I I 1- ROOF BELOW 9" ICF BEARING FLASHING DESIGNED W UNDERFRAME - - -- - - .� - -� I WALL BELOW BY OTHERS 2"x4" SYP NO.2 COLLAR TIES @ 24" O.C. m INVERTED HIP CEILING w/ L- --- -- -- -- -�� ":::"=":. - - - -- FASTEN w/ 10-12d COMMON WIRE NAILS CEILING JOISTS @ 24SLOPED O.C. "" N R. o ...,_._.... ....... -• 1 pc SIMPSON MGT EACH END �s RCDXEPLYWOOD ROOF SHEATHING. FASTEN ~ COTTAGE UPPER ROOF FRAMING PLAN AT RIDGE BEAM, Z „ w/ 8d RING SHANK COMMON WIRE NAILS Q 9 ICF BEARING „ „ SEE DETAIL 2/S-15 J WALL BELOW SCALE: 1/ = 1 -0 @ 4 O.C. EDGES AND @ 6 Q.C. FIELD s � COTTAGE UPLIFT CONNECTOR SCHEDULE - COTTAGE: UPPER ROOF FRAMING: CONVENTIONAL CONVENTIONALROOF SYSTEM DESIGN LOADS 2"x8" SYP NO.2 RAFTERS @ 24" O.C. W 2"x8" SYP NO.2 RAFTERS @ 24' O.C. w 12 1pc SIMPSON HETAL16 EMBEDDED TRUSS 2%6" SYP N0.2 CEILING JOISTS/COLLAR ry RAFTER DESIGN DEAD LOAD 15 psf MEMBER SUPPORT SIMPSON CONNECTOR TIES @ 4" O.C. RAFTER DESIGN LIVE LOAD 20 psf _` to A t5.5 W/C10R10dx111/2" RAL SEAT COMMON WIREANAILSASTEN W CONVENTIONAL ROOF FRAMING L----- - INDICATES 9 ICF BEARING WALL CEILING JOIST DESIGN DEAD LOAD = 10 psf ~ ~- BEND OVER TOP OF RAFTER AS REQUIRED. CEILING JOIST DESIGN LIVE LOAD COMMON RAFTER: 2"x10" ICF TOP PLATE (1)HT530C, SEE SECTION 4/S-17, - INDICATES HEADER BEAM = 10 psf ~`ti„ ~ INSTALL 2"x4" SYP No.2 SOLID Q SECTION 1/S-21, AND 2/S-21 BLOCKING IN-BETWEEN ROOF 2 RIDGE BEAM (2)A35, SEE SECTION 3/S-17 ■ - INDICATES POST OR KING POST FRAMING NOTE: GENERAL CONTRACTOR TO `~~~'~~~ RAFTERS. FASTEN w/ 4-12d U CORNER HIP RAFTER (1)A35 COORDINATE LOCATION OF FRAMING ~` ~ . TOE-NAILS EACH SIDE OF BLOCKING. Q x - INDICATES 1pc SIMPSON HTS24 STRAPW MEMBERS AND HVAC DUCT WORK BASED COLLAR TIE: COMMON RAFTER 10-12d NAILS EACH END, SEE � m ON ELECTRICAL FIXTURE LOCATIONS. SEE 1/2" GYPSUM DRYWALL CEILING -l "] SECTION 4/S-17 - INDICATES 2pcs SIMPSON A35 ANGLES 2I ., ARCHITECTURAL PLANS 1 � AT EACH RAFTER TO RIDGE BEAM Lo HETAL16 CEILING JOIST: COMMON RAFTER 10-12d NAILS EACH END 5 1-#5 HORIZONTAL AT TOP INDICATES SIMPSON MGT INSTALL /8 CDX PLYWOOD ROOF SHEATHING OF WALL SEGMENT 3 FASCIA AND SOFFIT CORNER HIP RAFTER: 2"x10 ICF TOP PLATE (1)HTS30C AND (1)H2.5 FASTEN w/ 8d RING SHANK COMMON WIRE RIDGE BEAM (2)A35, SEE SECTION 6/S-17 ° NAILS @ 4" Q.C. EDGES AND » 2,-0" AS PER ARCHITECTURAL 9 ICF WALL SYSTEM w/ 1-#5 VERTICAL --,,,,,( PLANS AND SECTIONS RIDGE BEAM: ICF WALL (1)MGT, SEE SECTION 2/S-17 6" O.C. FIELD @ 24" OC. FILL SOLID w/ 3000 psiOVERHANG KING POST/STUDS (2)HTS24, SEE SECTION 1/S-17 a CONCRETE. SEE STRUCTURAL SHEET NOTE: SPLICE ALL MULTI-PLY 2"x8" S-11 FOR ICF WALL LAYOUT STUCCO FINISH AS PER SPECIAL EXPOSED RAFTERSHEADERS TOGETHER w/ 4 ROWS 12d a ARCHITECTURAL PLANS SEE SECTION 5/S-10 AN 3/S-21. ° COMMON WIRE NAILS @ 12" O.C., ° EACH LAYER 0 0 ALTERNATE RAFTER FASTENING TO 9" ICF WALL ° ° o NOTE: SPLICE ALL MULTI-PLY 16.0" c N 2pcs SIMPSON MSTA24 MICROLAM LVL RIDGE BEAM TOGETHER w/ 5 SECTION A35 MGT HTS24 MSTA24 6 ROWS 12d RING SHANK COMMON WIRE STRAPS OR 2pcs SIMPSON HTS24 TWISTED STRAPS NAILS @ 12" O.C., EACH LAYER $-17 SCALE: 3/4" = 1'-O" VV E 2"x12" SYP No.2 (2)2"x4" SYP No.2 TOP S PLATE. SPLICE TOGETHER 2"x12" SYP N0.2 RIDGE BEAM w/ 2 ROWS 10d COMMON CORNER HIP SCALE: 1/4" = 1'-O" 2pcs 2"x4" SPF No.2 WIRE NAILS @ 16" O.C. 3 I 1.75"x16.0" 1.9E " KING STUDS AT RIDGE P Y 5/B CDX PLYWOOD ROOF 3ply 1.75 x16.0 1.9E 2pcs SIMPSON A35 CLIP 2pcs SIMPSON A35 CLIP 2' 4' $' BEAM BEARING 2pcs SIMPSON MSTA24 RIDGE BEAM. SPLICE TOGETHER SHEATHING. FASTEN w/ 8d RIDGE BEAM. SPLICE TOGETHER ANGLES AT EACH OVERFRAMING ANGLES AT EACH CORNER HIP 2"x12" SYP NO.2 STRAPS OR 2pcs SIMPSON w/ 6 ROWS 12d RING SHANK RING SHANK COMMON WIRE w/ 6 ROWS 12d RING SHANK RAFTER TO RIDGE BEAM. FASTEN TO CORNER HIP CONNECTION. RIDGE BEAM BEND STRAP HTS24 TWISTED STRAPS COMMON WIRE NAILS NAILS @ 4" O.C. EDGE COMMON WIRE NAILS w 12-8dx11/2" NAILS EACH FASTEN w 12-8dx11/2" NAILS AROUND STUDS / / AS NEEDED @ 12" O.C., EACH LAYER AND. @ 6" O.C. FIELD @ 12" O.C., EACH LAYER EACH .. 5/s" CDX PLYWOOD ROOF SHEATHING. 2pcs SIMPSON A35 CLIP 1 FASTEN w/ 8d RING SHANK COMMON ANGLES AT EACH CORNER HIP COTTAGE 2%8" SYP NO.2 1pc SIMPSON MGT. FASTEN RAFTERS @ 24" O.C. WIRE NAILS @ 4 O.C. EDGE AND TO RIDGE BEAM CONNECTION. 2pcs 2"x4" SPF No.2 w/ 22-10d COMMON ;WIRE @ 6" O.C. FIELD FASTEN w/ 12-8dx11/2" NAILS UPPED ROOF KING STUDS AT RIDGE NAILS AND /e 0x12 HOT EACH FRAMING PLAN BEAM BEARING DIPPED ANCHOR GALVANIZED „ ry ,r CORNER H P NO 2 ANCHOR BOLT 2"x4" SYP No.2 BOTTOM PLATE ; 2" 10" P.T. SYP NO.2 PLATE w ✓' PROVIDE 1/2 GAP w/ 2 ROWS 12d COMMON WIRE BALLOON FRAMED 1/ "OxlO" HOT DIPPED GALVANIZED BETWEEN BOTTOM OF NAILS @ 16" O.C. 9" ICF WALL SYSTEM w/ 1 A CHOR BOLT w/ 2"x2"x1/B" PLATE o RIDGE BEAM AND CORNER HIP CONNECTION AT RIDGE BEAM 4" CONCRETE CORE w/ WASHER @ 24" O.C. ° U ° 2x4 SYPCN0.2 COLLAR DET'TAIL 1-#5 VERTICAL @ 24" O.C. 3 a ° » „ 6 Sml 1--#5 HORIZONTAL AT TOP TIES @ 24" O.C. FASTEN $-17 SCALE: 11/ " 2pcs SIMPSON MSTA24 I 0 WALL SEGMENT A35 w 10-12d COMMON WIRE z = 1 -0 STRAPS OR 2pcs SIMPSON ; , / HTS24 TWISTED STRAPS . ' 1--#4 HORIZONTAL @ 32" O.C. NAILS EACH END TO RAFTER. 03/05/2015 TO FLOOR FRAMING BELOW ' ° A TERNATE SIDE ORIENTATION BUILDING PERMIT i 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. i RIDGE BEAM KING POST RIDGE BEAM SUPPORT AT 2"X4" COLLAR TIES AT ESTABLISHED IN SECTION62B33FLORIDAADMINISTRATIVECODE. CONSULTING STRUCTURAL AVENUE 420 OSCEOLAAVENUE p 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE FRAMING AND STRAPPING WITH CHAPTER 26,ANSI/ASCE 7.12"MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH,FLORIDA 32250 9 ICF WALL SYSTEM MICROLAM LVL RIDGE BEAM (6oe11707 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED 1 DETAIL MGT SECTI 0 SECTI ®N WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. CC d}B�Qfl121. 2 3 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE A � INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE $- $-17 SCALE: NTS $-17 SCALE: 3/4" 1'-D' 1] SCALE: 3/4" = 1'-D" WITH SECTION 60FTHE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. /� FL P.E.36820 * a ill i I CDX PLYWOOD ROOF SHEATHING. FASTEN 5/e" CDX PLYWOOD ROOF SHEATHING. FASTEN w 8d RING SHANK COMMON WIRE NAILS PREENGINEERED ROOF TRUSSES DESIGN L ADS:. W/ 8d RING SHANK COMMON WIRE NAILS / PREENGINEERED ROOF TRUSSES DESIGN LOADS a M N ® 4" O.C. EDGES AND ® 6" O.C. FIELD TOP CHORD DESIGN DEAD LOAD = 10 p f @ 4" O.C. EDGES AND ® 6" O.C. FIELD TOP CHORD DESIGN DEAD LOAD 10 psf * I- , n1 M , TOP CHORD DESIGN LIVE LOAD 20 sf PREENGINEERED SCISSOR ROOF TRUSSES 24" O.C. TOP CHORD DESIGN LIVE LOAD = 20 psf Q r U o W Q co PREENGINEERED ROOF TRUSSES ® 24 O.C. = ®CD ~ 0 H Q N STANDING SEAM METAL ROOF AS 12 STANDING SEAM METAL ROOF AS W Q U ( O rn PER ARCHITECTURAL PLANS PER ARCHITECTURAL PLANS uj 12 2 ROWS 12d COMMON WIRE NAILS ® 6" O.C. 5 12 2 ROWS 12d COMMON WIRE NAILS ® 6" O.C. � ^� 12 w iLi W X a.5 2"x6"x6'-0" SYP NO.1 PRE-CUT APPLIED ~ -� 5 2"x6"x6'-0" SYP No.1 PRE-CUT APPLIED � 5 = Z W Z w = N EXPOSED RAFTER TAILS FASTENED TO ~ ° ° h a '� "` - EXPOSED RAFTER TAILS FASTENED TO U W U U CD PREENGINEERED ROOF TRUSSES w/ 12d NAILS U I g PREENGINEERED ROOF TRUSSES w/ 12d NAILS d J W o ~.,. 1pc SIMPSON MTS30C TWISTED STRAP AND f~I $ ~ ~.,..... 5L 3 io Q Q ci W 1pc SIMPSON MTS30C TWISTED STRAP AND W p 0 '' 1pc SIMPSON H2.5 CLIP. FASTEN w/ 15-10dx1 /2" - dx '/ „ I 9" I 2 v� _ N TRUSS BEARING PROFILE ---- "" 12 fF--I NOTE: p _ ~ ~w 1pc SIMPSON H2.5 CLIP. FASTEN w 15-10 1 2 FASTEN 1"x6" TONGUE AND ,Q' L LL COMMON WIRE NAILS AND 8-8dx1 '/2 NAILS. (VERIFY w/ ARCHITECTURAL T T,; COMMON WIRE NAILS AND 8-8dx1 '//" NAILS. GROOVE ROOF DECKING w O 0 ~ 6? H2.5 HTS30 PL NS AND SECTIONS) 5 / 0- INSTALL 2"x6" SYP No.2 SOLID ~-... ""` ~„ » TRUSS BEARING PROFILE 2 cs 8d STAINLESS STEEL �- INSTALL 2x6 SYP No.2 SOLID p Z d ` ~ BLOCKING IN ROOF 12 ~ .., � : (VERIFY w ARCHITECTURAL RING SHANK COMMON WIRE ~`"..,... - BLOCKING IN-BETWEEN ROOF RAFTERS. FASTEN w/ 4-12d I- ` T FASTEN - NSA SECTIONS) NAILS A EACH TER -j _.._._........__........._.._� _._......_. _.............__.__......� ._..._ i TOE-NAILS EACH SIDE OF BLOCKING. = ~~" INTERSECTION H �� RAFTERS. ST w 4 12d PLA /NDS ONS RAF ,, w �/2" GYPSUM DRYWALL CEILING-�"" CO w ~-... TOE-NAILS EACH SIDE OF BLOCKING. = I a: 1/z» GYPSUM DRYWALL CEILING- INSTALL 6pcs-16d TOENAILS EACH µ' INSTALL 6pcs-16d TOENAILS EACH S/B" CDX PLYWOOD ROOF SHEATHING. FASTEN TRUSS TO 2"x10" PLATE i I TRUSS TO 2"x10" PLATE w/ 8d RING SHANK COMMON WIRE NAILS 2"x10" P.T. SYP NO.2 PLATEFASCIA AND SOFFIT I FASCIA AND SOFFIT ® 4" O.C. EDGES AND ® 6" O.C. FIELD 1 „ » 2'-1 AS PER ARCHITECTURAL 2"X10" P.T. SYP. NO.2 PLATE ! E • •• W/ /2 0x10 HOT DIPPED OVERHANG PLANS AND SECTIONS 1 2 -1 AS PER ARCHITECTURAL 2"x6 P.T. SYP N0.1 LLI w/ /2 0x10 HOT DIPPED GALVANIZED ANCHOR BOLT w/ I V3pcs VERHANG PLANS AND SECTIONS EXPOSED RAFTERS ® 24" O.C. 000 GALVANIZED ANCHOR BOLT W/ 2"x2"xI/8" PLATE WASHER ® 24" O.C. ; ... 3pcs 12d COMMON 12 „ » WIRE NAILS AT END 2"x2"x /B PLATE WASHER ® 24 O.C. I 12d COMMON NOTE: 1x6 TONGUE AND GROOVE 1-#5 HORIZONTAL AT TOP ° ° WIRE NAILS AT END FASTEN RAFTERS TO 6 SYP No.1 EXPOSED SOFFIT AS PER 1-#5 HORIZONTAL AT TOP 4-.. OF WALL SEGMENT RIDGE ARCHITECT PLANS 0 OF WALL SEGMENT / 8 URALD SECTIONS Q STUCCO FINISH AS PER H2.5 HTS30 STUCCO FINISH AS PER 2pcs MPS A35 INSTALL x SYP No.2 SOLID ❑ 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL ARCHITECTURAL PLANS 9" ICF WALL SYSTEM w 1- 5 VERTICAL ( BLOCKING IN-BETWEEN ROOF @ 24" OC. FILL SOLID w/ 3000 psi I / # ARCHITECTURAL PLANS ® 24" OC, FILL SOLID w psi RAFTERS. FASTEN w/ 4-12d CONCRETE. SEE STRUCTURAL SHEET / 3000 TOE-NAILS EACH SIDE OF BLOCKING. 0 F F S-11 FOR ICF WALL LAYOUT , BRACE BOTTOM CHORDS OF CONCRETE. SEE STRUCTURAL SHEET ® O .......... - _ F S-11 FOR ICF WALL LAYOUT `` r� W 1/2" GYPSUM WALL BOARD PRE-ENGINEERED ROOF TRUSSES - - _ BRACE BOTTOM CHORDS OF I -kr -1� PRE-ENGINEERED ROOF TRUSSES " w 2x4 SYP No.2 LATERAL LL j z I I- / r w / GYPSUM WALL BOARD 2x8 P.T. SYP No.2 j ~'"` "` ~ FASCIA AND SOFFIT ¢ I z 1 H z w/ 2x4 SYP No.2 LATERAL BEDROOM Z BRACES ® 48 O.C. FASTEN W/ TOP PLATE w 2 ~"` 4 ,;- ,., ao - co - ¢ >• ° AS PER ARCHITECTURAL ^ v i ao BRACES ® 48 -0 C FASTEN W / / 0 x 10 = 2pcs 12d COMMON WIRE NAILS AT MASTER BEDROOM .- / HOT DIPPED GALVANIZED f a j 2pcs 12d COMMON WIRE NAILS AT PLANS AND SECTIONS = V FLOOR SYSTEM DESIGN CRITERIA: EACH TRUSS INTERSTECTION EACH TRUSS INTERSTECTION ANCHOR BOLTS w 2"x2"x1 " jl W FLOOR DEAD LOAD = 20 sf FLOOR SYSTEM DESIGN CRITERIA: / /8 P FLOOR DEAD LOAD = 20 sf PLATE WASHER ® 24" O.C. m FLOOR LIVE LOAD = 40psf FLOOR LIVE LOAD = 40psf 8"x16" CMU OPEN BOTTOM EACH RIALTEOR. FASTEN N H2.5 CLIPS w/ AT '4° V LINTEL BLOCK TIE BEAM I >. 1-#4 HORIZONTAL CS 32 O.C. 1-#4 HORIZONTAL CSD 32" O.C. ' W/ 2-#5 TOP AND 1-#5 € 8-8dx1 /2 NAILS. ° Z ALTERNATE SIDE ORIENTATION I I a NOTE: ALTERNATE SIDE ORIENTATION ( BOTTOM CONTINUOUS STUCCO OVER 8" CMU AS Z Q ¢ WATERPROOFING AND NOTE: 1 ROW 10d COMMON WIRE e WATERPROOFING AND j PER ARCHITECTURAL PLANS H2.5 J FLASHING DESIGNED 1 ROW 10d COMMON WIRE 8 CMU WALL w/ ; �- NAILS ® 4" O.C. z » FLASHING DESIGNED „ BY OTHERS NAILS ® 4 O.C. I z BY OTHERS 1-#5 VERTICAL ® 24 O.C. EXTEND #5 VERTICAL W 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD _ -3 ! (CENTER IN CELL). GROUT " SHEATHING. GLUE AND FASTEN TO WOOD in /4 STURDI-FLOOR SUB FLOOR PLYWOOD _ TO WITHIN 3 OF TOP a CELL SOLID w/ 3000 psi OF 8 CMU WALL ❑ ,� c,1 v SHEATHING. GLUE AND FASTEN TO .WOOD 1 � a ; TRUSSES w/ 10d COMMON WIRE NAILS - SSE N _ CONCRETE GROUT ? I - N WIRE NAILS ; ® 4" O.C. EDGES AND 6" O.C. FIELD I m ® 4„ O € TR w 10d COMM _....._._ __............._.._......._. _. 1pc SIMPSON ICFVL AND MO.C. EDGES AND 6 O.C. FIELD I W ......... _.._ .._..._. _... ._._ _... _ , 1pc SIMPSON ICFVL AND o' 1pc SIMPSON ICFVL-W LEDGER u_ 0� > 1pc SIMPSON ICFVL-W LEDGER Q CONNECTOR SYSTEM w/ 8pcs v ; CONNECTOR SYSTEM W/ 8pcs PARTIAL WALL SECTION AT FRONT ENTRY _ " ICF-D3.62 SCREWS ® 24" O.C. I )H3- - " 00 00 00 00 ICF-D3.62 SCREWS @ 24 O.C. V ADD 1-#5 CONTINUOUS r I I Q r r SECTION r r = ADD 1-#5 CONTINUOUS 3 W ° AT LEDGER LOCATION AT LEDGER LOCATION 3 m DOUBLE 2 x10 SYP No.2 FLOOR - - _......................._................... ........................,..,....................__............. SC /4 - 1-0 S 18 ALE 1"x4" SYP No.2 LATERAL DOUBLE 2x10 SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON 1"x4" SYP No.2 LATERAL LO SUPPORT LEDGER w/ SIMPSON � BRACES ® 48" O.C. 20" SYSTEM 42 LEDGER CONNECTOR SYSTEM BRACES @ 48" O.C. 20" SYSTEM 42 ( LEDGER CONNECTOR SYSTEM PRE-ENGINEERED FLOOR PRE-ENGINEERED FLOOR TRUSSES ® 19.2 O.C., j I 9" ICF WALL SYSTEM w/ i /z GYPSUM WALL BOARD U TRUSSES 0 19.2" O.C., . .. " SEE FLOOR FRAMING PLAN SEE FLOOR FRAMING PLAN jj 4" CONCRETE CORE W/ I 1- 4 HORIZONTAL ® 32" O.C. 1pc SIMPSON THA426 ADJUSTABLE TRUSS 1pc SIMPSON THA426 ADJUSTABLE TRUSS I 1-#5 VERTICAL ® 24" O.C. - ALTER HANGER, FASTEN w 4-10d NAILS INTO ° NATE SIDE ORIENTATION i HANGER, FASTEN w/ 4-10d NAILS INTO w 30 0 psi j / � FILL SOLID 0 I ##` TOP OF THE DOUBLE LEDGER AND 16-10d ( ° CONCRETE. SEESTRUCTURAL 1 ROW 10d COMMON WIRE , ° TOP OF THE DOUBLE LEDGER AND 16-10d SHEETS 11 FOR ICF WALL LAY ® 4" O.C. NAILS INTO THE FACE OF THE FLOOR ;°s NAILS INTO THE FACE OF THE FLOOR E I I°° LEDGER AND 6-16d NAILS INTO TRUSS z, ,. ,� LEDGER AND 6-16d NAILS INTO TRUSS `a a OUT a I IL STURDI-FLOOR SUB FLOOR PLYWOOD ...,ti°°° J ' 3 ., ; .. _. BEDROOM 1 � `���'• , SHEATHING. GLUE AND FASTEN TO WOOD z ( 0 ICFVL-W LIVING ROOM I `'( TRUSSES w/ 10d COMMON WIRE NAILS » ICFVL-W f; ® 4 O.C. EDGES AND 6 O.C. FIELD 11" ICF WALL SYSTEM w/ 1-#5 VERTICAL v z " 00 11 ICF WALL SYSTEM w/ 1-#5 VERTICAL - ,n N 1 ® 24" OC. FILL SOLID w/ 3000 psi STUCCO FINISH AS PER I @ 24" OC. FILL SOLID w/ 3000 psi STUCCO FINISH AS PER o> a CONCRETE. SEE STRUCTURAL SHEET ARCHITECTURAL PLANS _. .___...__ CONCRETE. SEE STRUCTURAL SHEET ARCHITECTURAL PLANS S-8 FOR ICF WALL LAYOUT S-8 FOR ICF WALL LAYOUT U ADD 1-#5 CONTINUOUSE. W E 1/2 GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD - AT LEDGER LOCATION 00 � roh S 1-#4 HORIZONTAL CSD 32" O.C. 1-#4 HORIZONTAL ® 32" O.C. 1 c SIMPSON ICFVL AND ALTERNATE SIDE ORIENTATION ALTERNATE SIDE ORIENTATION r 1pc SIMPSON ICFVL-W LEDGER j . .- SCALE: 3/4 1'-0" #4 ® 12" 0.C. 1 ; CONNECTOR SYSTEM w/ 8pcs ........._...... _ _......=.............._.... :W::::.;. 1' 2' " ' ICF-D3.62 SCREWS CSD 24" O.C. 20 SYSTEM 42..PRE-ENGINEERED TEMPERATURE a #4 ® 12 O.C. a I I " TEMPERATURE ¢ FLOOR TRUSSES ® 19.2" O.C. #5 ® 12" O.C. TOP REINFORCING 1-#5 VERT. DOWEL ® 24 O.C. SINGLE 2x8 SYP No.2 FLOOR #5 ® 12 O.C. TOP REINFORCING 1-#5 VERT. DOWEL ® 24 O.C. w/ STD 90' BEND in w/ STD 90° BEND INTO GRADE w STD 90° BEND in w STD 90' BEND INTO GRADE SUPPORT LEDGER w/ SIMPSON SEE FLOOR FRAMING PLAN 1/3 SPAN OF REIN FO CING c�1 BEAM ALIGNED w/ ICF WALL 1/3 SPAN OF REINFO CING cv / LEDGER CONNECTOR SYSTEM 1/2" GYPSUM DRYWALL CEILING BEAM ALIGNED W/ ICF WALL , 2-#4 SUPPORT REINFORCING ABOVE REINFORCING ABOVE 2-#4 SUPPORT ji�3 R EXTERIOR STUCCO FINISH f MAIN HOUSE _......__ ::.. � EL. +17.23' NAVD � Am A 1-#4 HORIZONTAL ® 32" O.C. _._.:W :: TOP OF SLAB SPLANSAANDI SECTIONS ALTERNATE SIDE ORIENTATION WALL SECTIONS rl EL +17.23 N VD TOP OF SLAB co iv . . . (+18.33' NGVD) C4 • . . . (+18.33' NGVD) #5 ® 12" O.C. BOTTOM #5 12" O.C. BOTTOM FLOOR TRUSSES PARALLEL W/ EXTERIOR WALL 6" STRUCTURAL CONCRETE 1 6 STRUCTURAL CONCRETE I SECTION SLAB SLAB N 4 SECTION Lr a FINISHED GRADE � FINISHED GRADE 3 „ , MONOLITHIC CONCRETE GRADE U \ r ,� S-18 SCALE: / = 1 -0 BEAM, SEE PLANIt It MONOLITHIC CONCRETE GRADE \\�� ,\ ,� 4 r7 54„ BEAM, SEE PLAN M S18 2'-6"d x 1'-4"W GRADE BEAM 2 -6 d x 1 -4 w GRADE BEAM 54 REINFORCED w/ 4-#6 TOP AND 1'-4" REINFORCED w/ 4-#6 TOP AND 4- 6 BOTTOM w 3 STIRRUPS EL +15.83' NAVD 4- 6 BOTTOM w 3 STIRRUPS „ # / # BOTTOM OF GRADE # / # EL. +15.83 NAVD ° 03/05/2015 ® 6 O.C. FIRST 4 -0 EACH END, BOTTOM OF GRADE BUILDING PERMIT ISSUE THEN ® 12" O.C. AT MIDDLE GB-, BEAM ® 6" O.C. FIRST 4'-0" EACH END, BEAM ' g" THEN C� 12" O.C. AT MIDDLE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. 9 �°a ESTABLISHED IN SECTION 62833 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER �/ ('� /� I HOUSE I �^C ^ SECTION ^C/'� n I I SECTION `C 420 OSCEOLA AVENUE T Y P I C A L I I O V S E WALL S E C T I O N MASTER B E D R O O M ,�/A L� J I�(,TI O A I 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE. ,JACKSONVILLE BEACH,FLORIDA 32250 #5 VERTICAL DOWEL rr v 1V 5 VERTICAL DOWEL WITH CHAPTER 26,ANSIIASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS # AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-0707 SECTION `cckatBe@gmaiL� SECTION WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �- 2 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE S-18 SCALE: 3/4" = 1'-O" » INCORPORATEDINTOTHEDESIGNANDSPECIFICATIONSINACCORDANCE S-18 SCALE: 3/4 = 1 -0 WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. 1 ' FL E.36820 m 00 d M O N -q O0 p ~ U Q M F r N M 00 Z O O_ } OQ - Q O W 0 Q iD } Q `t - 0 F- O - � N N ¢ La� >- OCD � W Q Ury � Oo LJ L= Z a4 J J H m Y o Y = Z d W W W W X •::::::• o ¢ waz (n w a LJ � ac9 2u) Q � W _ W o m 0 U of U LLJ LL, L0 w z � Of m ~ w z w W W ° � o wx_ mXz w o } 00 m � ozX o U U � Q p J U) m ¢ mQ wm0g0H �`' mofNoo ~ U 0 � 0z0 W (` x o (n .. o o w � caD Oz ~ � F - 0 Y 00 z JZH- Q W cn ¢ XwW U OZU W W..O w. �. 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THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OgCE01,AAVENUE W 3 (.D Z JACKSONVdt BEACH,FLORIDA 32250 Of D_ z \ WITH CHAPTER 26,ANSUASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS • `Igpgj`z17-4707 OL (� 3 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED ' ` I "cclmthe.�grriail c0m X WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. if DO 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE t WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. FL P.E.36820 NOTE: co 0 WATERPROOFING AND , 1pc SIMPSON LUS28-2 _ _,_., n :2 mo N 0000 ' 1 ROW OF 8d STAINLESS STEEL FACE MOUNT HANGER N ' FLASHING DESIGNED :-:::.._:.._� 1 1pc SIMPSON SUR/L26 Q o U o W o BY OTHERS RING SHANK COMMON WIRE AT DOUBLE JOISTS -~- _ CD Q d d ............................... SKEWED 45' HANGER _ o F- p CV ° NAILS CCS 4 O.C.X. -I r -1 r f.. 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SEE DRILL AND COUNTERSINK 1` ` 1pc 1/z"0x10" LAG SCREWS ° ( , I t ? DETAIL 4/5-14 w/ 1"0 WASHERS L J FASCIA AND SOFFIT JUL DRILL AND INSTALL 1/4"0 THROUGH ' ' ? AS PER ARCHITECTURAL 2"x8" SYP NO.2 FLOOR ;,j T w:' 1pc SIMPSON LUS28 BOLT w/ 2%2"x1/8" PLATE WASHER 4 ° ' ' PLANS AND SECTIONS JOISTS ® 16" O.C. FACE MOUNT HANGER AND HEX NUT THROUGH ICF CONCRETE (TYPICAL) CORE. DLUG AS REQUIRED. DRILL AND COUNTERSINK 1pc p a 1/2"Ox14" THROUGH BOLT TOW R N w/ ",� WASHER AND E FLOOR FRAMING PLAN HEX NUT SCALE: 1/2" = 1'-0" 0 " 3/4" DEEP CUT NOTCH - TOWER FLOOR FRAMING: CONVENTIONAL 2"x8" SYP N0.2 LL a DRILL AND COUNTERSINK FLOOR JOISTS ® 16" O.C., MAXIMUM _ 3 ,Z,—G" 2 2pcs /s"O LAG SCREWS NOTE: U CANTILEVER w/ 1 WASHERS 11 ICF WALL BEYOND IQ 'FASTEN 1x6 TONGUE AND Y:�.E a DIAGONAL BRACKET CUT FROM GROOVE ROOF DECKING w I 1 " I / I, /z GYPSUM WALL BOARD m 2pcs SH STAINLESS STEEL I #5 "BENT BAR" ® 8" O.C. 28" U +I 6"x8" P.T. SYP N0.1 MATERIAL 6" CANTILEVERED WINDOW ( f RING SHANK COMMON WIRE SEAT CONCRETE SLAB W/ €'; ° 01 "'""s : ° WAILS AT EACH RAFTER 1-#4 HORIZONTAL ® 8" O.C, ADD 2- 5x10'-0" HORIZONTAL ~ 6 x6 P.T. SYP N0.1 NTERSECTION TOP AND BOTTOM # Z N VERTICAL BRACKET f I d WIRE Q M P MEMBER - __._... ; 18" ,€ 1 R NAILS ® 4" COMMON it li A S O.C. Q ° lo 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD #5 "BENT BAR" DRILL AND COUNTERSINK ' 11 SHEATHING. GLUE AND FASTEN TO WOOD LJ.1 2pcs 3/a"0 LAG SCREWS / 0� -- -- 1 TRUSSES w/ 10d COMMON WIRE NAILS D w/ 1"0 WASHERS #4 ® 12" O.C., -, CD 4" O.C. EDGES AND 6 O.C. FIELD Z ° TOP AND BOTTOM Lu 3/4 DEEP CUT NOTCH M NOTE: _.._ _ Q WATERPROOFING ANDFLASHING ADD 1-#5 CONTINUOUS _ DRILL AND INSTALL BY OTHERS DESIGNED AT LEDGER LOCATION �d Q �' I LU 1/2"0 THROUGH BOLT w/ �... " ° , .,...;....q... . .. ...... ._ - I 2 x2 x / PLATE WASHER I E 1pc SIMPSON ICFVL AND € m AND HEX NUT THROUGH ? € I f NOTE: FASTEN ROOF 1 c SIMPSON ICFVL-W LEDGER T N p CHIMNEY CAP AS PER :..L___I_ SHEATHING w 8d RING CONNECTOR SYSTEM W/ 8pcs ICF CONCRETE CORE. ? ARCHITECTURAL PLANS ' ` ' ' € '" / PLUG AS REQUIRED. Q _ j ` r SHANK COMMON WIRE \- 20" ...._ Lo .. .. _ .,,....,,...., _ ,£ ICF-D3.62 SCREWS ® 24" O.C. 20 .._S WATERPROOFING AND NAILS ® 4 O.C. TO ALL SYSTEM 42 PRE-ENGINEERED C4 SOUTH ROOF BRACKET FASTENING SEALANT AS PER i I ; , I FRAMING AND BLOCKING. SINGLE 2"x8" SYP No.2 FLOOR FLOOR TRUSSES ® 19.2" O.C., � ♦ ARCHITECTURAL SUPPORT LEDGER w/ SIMPSON n SEE FLOOR FRAMING PLAN V PLANS AND SECTIONS I„ I I i i s LEDGER CONNECTOR SYSTEM I 1/z" GYPSUM DRYWALL CEILING 1 DETAIL I r I? ADD 2x4 SYP No.2 CHIMNEY DOUBLE 2x6 SYP No.2 TOP PLATE. POT SUPPORT JOIST EACH EXTERIOR STUCCO FINISH 1- 4 HORIZONTAL ® 32 O.C. ;' # -2 SCALE: 11/2 = V_0" SPLICE TOGETHER w/ 2 ROWS 10d I( ` € r I SIDE, BOTH DIRECTIONS. AS PER ARCHITECTURAL ALTERNATE SIDE ORIENTATION I FASTEN W/ 6-12d COMMON PLANS AND SECTIONS ! COMMON WIRE NAILS ® 12" O.C. € I I WIRE NAILS EACH END 11" ICF WALL SYSTEM w/ - 6 CONCRETE CORE w/ SOFFIT ____ ASSP R ARD "ARCHITECTURAL ("1" I" FASTEN 2"x6" SYP No.2 STUDS TO 1-#5 VERTICAL ® 24" O.C. PLANS AND SECTIONS BALLOON FRAME CHIMNEY { ; I: : . SIDE OF ROOF TRUSS TOP CHORD CHASE W/ 2"x6" SYP N0.2 I w/ 6-12d COMMON WIRE NAILS CANTILEVERED WINDOW SEAT STUDS ® 12" O.C. N UPLIFT CONNECTORS cD 2pcs 2"x4" SYP No.2 SOLID PER UPLIFT SUPPORT BLOCKING. FASTEN TO SECTION NECTOR SCH SCHEDULE a/e CDX PLYWOOD WALL SHEATHING I 2 ON STRUCTURAL FASTEN w 8d RING SHANK COMMON " I ROOF TRUSS TOP CHORD w/ 4-12d sW E 7. w SHEET S-23 / ' E ' -2 SCALE: / = 11-011 7. WIFE NAILS ® 3" O.C. EDGE AND I COMMON WIRE TOE NAILS EACH END 4 o 6,> O.C. FIELD S fl -f --_ .. ----_—_-- x ,r i i 1 I --- STUCCO FINISH AS PER ADD 2x4 SYP No.2 CHIMNEY ARCHITECTURAL PLANS POT SUPPORT JOIST EACH SCALE: 3/4 1 -011 IDE BOTH DIRECTIONS. SI 1' 2' ---- F ~� N w/ 6-12d COMMON I FASTEN--------- 1 rc SIMPSON HTT4 TENSION TIE I " " " " WIRE NAILS EACH END 2x6 x6 -0 SYP N0.1 AT TWO CORNERS. DRILL 8 AND 1 PF ENGINEkIED PRE-CUT APPLIED EXPOSED I; �- " " ", I I RAFTER TAILS FASTENED EPDXY 1/z OX12 HOT DIPPED �' f l R F TRUS I 1 GALVANIZED THREADED STUD " BALOON FRAME CHIMNEY ; I I l TO PREENGINEERED ROOF ✓�- " I: TOP CHORD ; 12d TOE NAIL TRUSSES w/ 12d NAILS INTO CONCRETE CORE. FASTEN „ w/ 2x6 SYP No.2 " " - MAIN HOUSE w 18-10d COMMON WIRE NAILS I € -- 1—'---- --------41 / 2pcs SI$ PSON HTS24 TWISTED FULL HEIGHT STUDS ( F+ STRAPS AT TWO CIORNERS ND ® 12 O.C. 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L� T TRUSSES SHORTER THAN C-O", THE ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 420 NUE CORNER HIP TRUSS CONNECTION LENGTH OF THE PRECUT APPLIED 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE NVILLEEOLAAVERI FRAMING AT EXTERIOR CHIMNEY FRAMING AT EXTERIOR CHIMNEY �AGKSGNVIL�EB�,GH,F�oRIDA32250 EXPOSED RAFTER TAIL BACKSPAN WITH . ,.,(808)217407 c /� AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED DETAIL THE LJ BE APPROXIMATELY EQUAL 4 SECTION PL /` N \ /IE,�/ c� me 2 TO THE TOP CHORD LENGTH OF 5 !'1 V VV WITHAMINIMUMBASICWINDSPEEDOF130MPH. r A35 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE -20 SCALE: 3/4" = 1'-0" AG TRUSS. FASTENING 2 SCALE. 3/4 = 1'-0" -2 SCALE: 3/4" = 1'-0" WITHSECTIONIN OOT DESIGNA DSPEOAIDSFIONSIN ACCORDANCE SHALL REMAIN THE SAME. g d t GS AND OTHER STRUCTURES MENTIONED IN NOTE 2: . . i' �,•., +�: FL P.E.36820 2"x4" SYP N0.2 COLLAR TIES @ 24" O.C. s/e" CDX PLYWOOD ROOF SHEATHING. FASTEN o FASTEN w/ 10-12d COMMON WIRE NAILS NOTE: N EACH END TO RAFTER.. ` w/ 8d RING SHANK COMMON WIRE NAILS N Q rn o m o FASTEN `Ix6" TONGUE AND 0 4" O.C. EDGES AND 0 6" O.C. FIELD 00 n m o N co s/8" CDX PLYWOOD ROOF SHEATHING. FASTEN GROOVE ROOF DECKING w a o ~ cv M ' w/ 8d RING SHANK COMMON WIRE NAILS 2pcs 8d STAINLESS STEEL ''' . 2"x8" SYP NO.2 RAFTERS 0 24" O.C. `t o W � N " RING SHANK COMMON WIRE 12 o F- ' ' ® 4 O.C. EDGES AND 0 6 O.C. FIELD STANDING SEAM METAL ROOF AS PER ARCHITECTURAL PLANS � � - � � � v w " NAILS AT EACH RAFTER •... A, 2x4 SYP N0.2 COLLAR TIES 0 24 O.C. '"`~--...,,.y w Q = cn O o 2"x8" SYP NO.2 RAFTERS 0 24" O.C. s INTERSECTION 5.5 2 ROWS 12d COMMON WIRE NAILS 0 6 O.C. w • • U � rn FASTEN w/ 10-12d COMMON WIRE NAILS � w of w w w X 12 1pc SIMPSON MTS30C TWISTED STRAP. EACH END TO RAFTER. ` •,...., 2"x6"x8'-0" SYP NO.1 PRE-CUT APPLIED EXPOSED RAFTER 0- Z Qco w - IL FASTEN w 15-10dx11/2" COMMON WIRE NAILS. s TAILS FASTENED TO 2"x8" RAFTERS w/ 12d NAILS p W w Z U N : : 5.5 / /e CDX PLYWOOD ROOF SHEATHING. FASTEN w U o~ ................... ......................"""""" ------------ "` w 8d RING SHANK COMMON WIRE NAILS 1 c SIMPSON MTS30C TWISTED STRAP. INSTALL 6pcs-16d TOENAILS EACH / P J d - w F` RAFTER TO 2x10' PLATE 0 4 O.C. EDGES AND 0 6 O.C. FIELD A FASTEN w/ 15-10dx1 /2 COMMON WIRE NAILS. fn Lu 0 w HTS30 -........, "`-•.,... 2"x8" SYP N0.2 RAFTERS 0 24" O.C. INSTALL 2"x6" SYP No.2 SOLID BLOCKING � L� Z dN' - .-., INSTALL 2"x4" SYP No.2 SOLID " BLOCKING JN-BETWEEN ROOF 12 1pc SIMPSON MTS30C TWISTED STRAP. /2 GYPSUM IN-BETWEEN ROOF RAFTERS. FASTEN w/ 4-12d O o o A -- DRYWALL CEILING o a RAFTERS. FASTEN w 4-12d 1 TOE-NAILS EACH SIDE OF BLOCKING. Q N / -1 / " C '� � 5.5 FASTEN w/ 15 Odx1 2 OMMON WIRE NA LS. - 3 Z _ TOE-NAILS EACH SIDE OF BLOCKING. _ "-.:, " a 2"x`10" P.T. SYP N0.2 PLATE . , 1x6 TONGUE AND GROOVE SYP N0.1 •.. INSTALL 6pcs-16d TOENAILS EACH � rI04 1/2" GYPSUM DRYWALL CEILING ` >f' ..`.`444 • ~• "` " w 1/2"0x10" HOT DIPPED EXPOSED SOFFIT AS PER ARCHITECTURAL -... RAFTER TO 2 x1D PLATE / NS 2"x10" P.T. SYP N0.2 PLATE I "` HTS30 GALVANIZED ANCHOR BOLT w/ 1pc #12x8" ROOFGRIP SCREW INSTALL 2"x4 SYP No.2 SOLID " r, 1/ " » AND 4-12d STAINLESS STEEL LA NS x2 x e PLATE WASHER 0 24 O.C. ' W/ 1/2"0x10" HOT DIPPED BLOCKING IN-BETWEEN ROOF TOE-NAILS AT EACH RAFTER GALVANIZED ANCHOR BOLT w/ '` , RAFTERS. FASTEN w/ 4-12d INSTALL 6pcs-16d 2%2%1/e" PLATE WASHER 0 24" O.C. FASCIA AND SOFFIT TOE-NAILS EACH SIDE OF BLOCKING. TOENAILS EACH RAFTER . r FASCIA AND 2'-0" AS PER ARCHITECTURAL IN 1/2" GYPSUM DRYWALL CEILING Jj "`' TO 2"x10" PLATE I SOFFIT AS PER f ARCHITECTURAL W 1-#5 HORIZONTAL AT TOP PLANS AND SECTIONS AR _..., rr OF WALL SEGMENT OVERHANG -.,.., 1 1-#5 HORIZONTAL AT TOP --._.......__.....__..._._,. _._. _. if/ J� "' PLANS 2 x10 P.T. SYP NO.2 PLATE 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL w/ 1/2"0x10" HOT DIPPED ' OF WALL SEGMENT, _ _.................._ 0 24 OC. FILL SOLID w/ 3000 psi I STUCCO FINISH AS PER GALVANIZED ANCHOR BOLT W/ I 1/2" GYPSUM WALL BOARD i 6x10 P.T. SYP No.1 CONCRETE. SEE STRUCTURAL SHEET ARCHITECTURAL PLANS 2"x2"x1/8 PLATE WASHER ® 24 O.C. FASCIA AND SOFFIT » ! S-11 FOR ICF WALL LAYOUT 2 011 AS PER ARCHITECTURAL 9 ICF WALL SYSTEM w/ { EXPOSED WEST BALCONY 1-#5 HORIZONTAL AT TOP PLANS AND SECTIONS 4" CONCRETE CORE w/ ; ROOF HEADER BEAM OF WALL SEGMENT OVERHANG 1/2" GYPSUM WALL BOARD NOTE: 1-#5 VERTICAL 0 24" O.C. PREDRILL AND COUNTERSINK WATERPROOFING AND 1/2" GYPSUM WALL BOARD STUCCO FINISH AS PER FILL SOLID w/ 3000 psi 2pcs-5/8"O x18" HOT DIPPED I ARCHITECTURAL PLANS CONCRETE. SEE STRUCTURAL ?' FLASHING DESIGNED I GALVANIZED HEX HEAD LAG FLOOR SYSTEM DESIGN CRITERIA: SHEET S-11 FOR ICF WALL LAYOUT ® O BY OTHERS FLOOR SYSTEM DESIGN CRITERIA: I SCREWS w 2"0 WASHERS w FLOOR DEAD LOAD = 20psf 1 9 ICF WALL SYSTEM w/ 1-#5 VERTICAL / / LL FLOOR LIVE LOAD = 40psf � FLOOR DEAD LOAD = 20psf 0 24" OC. FILL SOLID w/ 3000 psi FLOOR SYSTEM DESIGN CRITERIA: i 6" MINIMUM EMBEDMENT INTO FLOOR LIVE LOAD = 40psf CONCRETE. SEE STRUCTURAL SHEET END GRAIN OF 6"x6" POST. 2 I `� S-11 FOR ICF WALL LAYOUT FLOOR DEAD LOAD = 20psf (� I FLOOR LIVE LOAD = 40psf 6"x6" P.T. SYP No.1 1-#4 HORIZONTAL 0 32 O.C. 1-#4 HORIZONTAL 0 32" O.C. EXPOSED WEST BALCONY W ALTERNATE SIDE ORIENTATION o ALTERNATE SIDE ORIENTATION f a 1-#4 HORIZONTAL 0 32" O.C. ' _ POS 1 ROW 10d COMMON WIRE I � 1 ROW 10d COMMON WIRE J NOTE: ALTERNATE SIDE ORIENTATION - HANDRAIL DESIGNED U NAILS 0 4" O.C. z_ NAILS 0 4" O.C. WATERPROOFING AND j FLASHING DESIGNED 1 ROW 10d COMMON WIRE BY OTHERS Z _ BY OTHERS a 2x6 P.T. SYP NO.2 DECKING. Q STURDI-FLOOR SUB FLOOR PLYWOOD 4 » SHEATHING. GLUE AND FASTEN TO WOOD SHEATHING. GLUE AND FASTEN TO WOOD ;� a ' € 1 NAILS @ 4 O.C. z TRUSSES w 10d COMMON WIRE NAILS , -� >-� -------�„ FASTEN w/ 2pcs-#10 x 3 /4' , J _ N TRUSSES w/ 10d COMMON WIRE NAILS P1 s » - / = /4 STURDI-FLOOR SUB FLOOR PLYWOOD = #2 SQUARE DRIVE TYPE 316 F- M 0 4 O.C. EDGES AND 6 O.C. FIELD a 0 4" O.C. EDGES AND 6" O.C. FIELD ! ' yam" STAINLESS STEEL DECK SCREWS Q _...._.._......._........................_......_._........_.... _._. .._.._......_..........__..............._...._ ......._..._..._,;. 1pc SIMPSON ICFVL AND '°' "`:`;:'.:�',� 1pc SIMPSON ICFVL AND SHEATHING GLUE AND FASTEN TO WOOD __........_.. - TRUSSES w 10d COMMON WIRE NAILS -u AT EACH JOIST INTERSECTION 1pc SIMPSON ICFVL-W LEDGER e 1pc SIMPSON ICFVL-W LEDGER / 40 ---""' y' (Jj 11� e CONNECTOR SYSTEM w 8 cs r lot / 8P 6x8 x 9 -0 P.T. SYP NO.1 D 0 4" O.C. EDGES AND 6" O.C. FIELD P1 '' i ? N ._ x 'Y' / P CONNECTOR SYSTEM w 8 cs �;;,----- _.._ CANTILEVERED EXPOSED Z d I ICF D3.62 SCREWS ® 24 O.C. I ICF-D3.62 SCREWS 0 24 O.C. _..........__,_ __:_...........___ ____......... _ .............__.-----....... BALCONY JOISTS � ; ADD 1-#5 CONTINUOUS ADD 1-#5 CONTINUOUS = ' i.... ... -- -- PREDRILL AND COUNTERSINK Q ................. ... ............................... ................................. . _.._._ AT LEDGER LOCATION AT LEDGER LOCATION s „ 1"x4" SYP No.2 LATERAL € DOUBLE 2"x10 SYP No.2 FLOOR 1" 4" SYP No.2 LATERAL DOUBLE 2"x10" SYP No.2 FLOOR _ 2pcs /e 0x18 HOT DIPPED GALVANIZED HEX HEAD LAG BRACES 0 48 O.C. 16" SYSTEM 42 ? SUPPORT LEDGER w SIMPSON BRACES 0 48 O.C. 16" SYSTEM 42 1` U / SUPPORT LEDGER w/ SIMPSON ..... . i 1J SCREWS w/ 11/2"0 WASHERS Q PRE-ENGINEERED FLOOR LEDGER CONNECTOR SYSTEM PRE-ENGINEERED FLOOR LEDGER CONNECTOR SYSTEM .--� ------.........................................._.._.:...�.-:�.-.-:::::::::::::.:-::.:::............ ............... ........_...;.. TRUSSES 0 19.2" O.C., w 6" MINIMUM EMBEDMENT W TRUSSES ® 19.2 O.C., 3 - - INTO END GRAIN OF m SEE FLOOR FRAMING PLAN SEE FLOOR FRAMING PLAN 8-12d NAILS AT 16 SYSTEM 42 EACH FLOOR PRE-ENGINEERED FLOOR 6"x6" POSTS, STAGGERED. 0) 1pc SIMPSON THA422 ADJUSTABLE TRUSS 1pc SIMPSON THA422 ADJUSTABLE TRUSS i TRUSS WEB TRUSSES 0 19.2" O.C., HANGER, FASTEN w/ 4-10d NAILS INTO HANGER, FASTEN w/ 4-1Od NAILS INTO INTERSECTION SEE FLOOR FRAMING PLAN 6 x10 P.T. SYP No.1 TOP OF THE DOUBLE LEDGER AND 16-10d ; € • TOP OF THE DOUBLE LEDGER AND 16-10d „ EXPOSED WEST BALCONY E SED NAILS INTO THE FACE OF THE FLOOR , , NAILS INTO THE FACE OF THE FLOOR i °s 1 x4 SYP No.2 LATERAL 1 BRACKET BEAM LEDGER AND 6-16d NAILS INTO TRUSS < ^ ta° LEDGER AND 6-16d NAILS INTO TRUSS a 1;° m BRACES 0 48 O.C. ! _ I; FABRICATED BRACKET. SEE ` ``'a v • o { 6"x8" x 9'-0" P.T. SYP NO.1 ARCHITECTURAL PLANS AND I GARAGE J CANTILEVERED BALCONY i SECTIONS FOR DIMENSIONS ICFVL-W JOISTS ® 24" O.C. ICFVL-W ---- € 9 ICF WALL SYSTEM w/ 1-#5 VERTICAL 9 ICF WALL SYSTEM w/ 1-#5 VERTICAL SEE DETAIL 5/S-10 FOR n rr a 0 24" OC. FILL SOLID w/ 3000 psi 0 24 OC. FILL SOLID w/ 3000 psi SIMILAR BRACKET ASSEMBLY NOTE: _I CONCRETE. SEE STRUCTURAL SHEET CONCRETE. SEE STRUCTURAL SHEET 1-#4 HORIZONTAL 0 32" O.C. AND FASTENING i FASTEN 6"x8" P.T. SYP NO.1 °' S-10 FOR ICF WALL LAYOUT S-10 FOR ICF WALL LAYOUT ; I CANTILEVERED EXPOSED BALCONY { fSTUCCO FINISH AS PER ALTERNATE SIDE ORIENTATION 9"x21" CONCRETE GARAGE ---- ARCHITECTURAL PLANS 1/2 GYPSUM WALL BOARDc. JOISTS TO THE 6"x10" EXPOSED N J COLUMN w/ 4-#5 VERTICAL, BRACKET BEAM w/ 1pc-s/B"0 x8" 1/2" GYPSUM WALL BOARD � STUCCO FINISH AS EACH FACE AND #3 TIES 0 12 O.C. HOT DIPPED GALVANIZED HEX HEAD ADD 2-#5 CONTINUOUS ��PER ARCHITECTURAL I a ; AT BOTTOM OF ICF WALL ---_ LAG SCREW EACH INTERSECTION. W E PLANS AND SECTIONS NOTE 1-#4 HORIZONTAL 0 32 O.C. n _ 8" CMU BREAK-AWAY DESGN THE FLOOR TRUSS ALTERNATE SIDE ORIENTATION ? o' 0 32WAO.C.W(CENTER �INRCIELL) • a/ WHET SPACING TTO SYP N0 RECEIVE - { S B thick x 8 wide CONTINUOUS FOAM --- #4 0 12 O.C. o a FILL CELL SOLID w/ 3000 psi I} BOND BREAKER w CANTILEVERED BALCONY TEMPERATURE a a CONCRETE GROUT f / JOISTS SCALE: 3/4" = 1'-0" ELASTOMERIC SEALANT 1 5 VERT. DOWEL 0 24 O.C. 5 0 12 O.C. TOP REINFORCING # w STD 90' BEND INTO GRADE Y INSTALL 1" THICK SAND WEST BALCONY WALL SECTION if 2 W/ STD 90° BEND a VERTICAL DOWEL 0 32" O.C., 1/3 SPA OF REINFORCING N BEAM ALIGNED w/ ICF WALL w BOND BREAKER LAYER IN a REINFORCING ABOVE m BETWEEN GRADE BEAM AND LAP 25'� w/ WALL REINFORCING. SECTION 2-#4 SUPPORT BREAK-AWAY SLAB ON GRADE DRILL 4 AND EPDXY INTO 3 i ? THICKENED UNREINFORCED _. .__._. _._.......... ........_._. _._ ........-------..._..........__....__.__._.._ .._..__ .__._._..:, EL. +17.23 NAVD UNREINFORCED 4 CONCRETE I SLAB EDGE. S-21 SCALE: 3/4 - " - 1 o COTTAGE . TOP OF SLAB i . BREAK-AWAY GARAGE ------, I (+18.33 NGVD) EL. +VARI S SLAB ON GRADE W N ,r o TOP OF SLB 3 € FINISH GRADE ALL SECTIONS #5 0 12 O.C. BOTTOM I (EL. +14.77' 0 ° o e \\ LAG SCREWS SHALL HAVE DRILLED LEAD HOLES 6" STRUCTURAL CONCRETE a EL. +14.60' NAV)) ��'/�i�// /' �� ryj// \�\\ \\ 6"x10°' P.T. SYP No.1 2pcs-5/e"0 x18" HOTSHANK WITH A DIAMETER APPROXIMATELY 50� OF THE REW. THE SLAB - --- r > EL. +15.56' NAVD \/��\ • EL. +13.93' NAVD EXPOSED WEST BALCONY DIPPED GALVANIZED HEX THREADED PORTION IAMETER FOFHTHE A AGCSC SCREWS SHALL OUTLINE OF GRADE BEAM BEYOND, TOP OF PILE TOP OF GRADE BEAM 1 �r \ ROOF HEADER BEAM 1 /2»t HEAD LAG SCREW w/ BE INSTALLED BY TURNING WITH A WRENCH AND I • • (+15.03 NGVD) SEE SECTION 2/S-3 ---- NOTE: PROVIDE 2- 6 TOP -" 2"0 WASHERS. NOT BY DRIVING WITH A HAMMER. SOAP MAY BE GRADE BEAM REINFORCING CONTINUOUS 90' CORNER BARS AND w • • 16"x16" CONCRETE GRADE -� USED ON THE LAG SCREWS TO FACILITATE THROUGH PILE CAP, SEE SECTION 2/S-3 EL. +15.23' NAVD 2-#6 BOTTOM 90° CORNER J BEAM w/ 2-#6 CONTINUOUS TOP, �� r INSTALLATION. BOTTOM OF PILE CAP BARS AT EACH GARAGE 2-#6 CONTINUOUS MID, AND I I 3-#5 EACH WAY ABOVE PILE N Sm2l GRADE BEAM CORNER 2 C EAR 2-#6 CONTINUOUS BOTTOM AND 42 c� 16"0 AUGER CAST PILE PER DETAIL \_ 2'-6"x2'-6"x2'-0"d PILE 1'-4" #3 STIRRUPS 0 12" O.C. 2/S-1, SEE PLAN FOR LOCATION 1' 4" CAP AT SINGLE PILE, 1 /2"t SEE PLAN FOR LOCATIONS CGB-4 6x6 P.T. SYP NO.1 03/05/2015 1'_3' O SUPPORT POST BUILDING PERMIT ISSUE WEST BALCONY ROOF BEAM 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. Q ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE CONSULTING STRUCTURAL ENGINEER OLA AVENUE TYPICAL COTTAGE WALL SECTION TYPICAL GARAGE SIDE WALL SECTION FASTENING TO 6"x6" POSTS NVILLE420 EACH,FLORI 9 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH,FLORIDA 32250 WITH CHAPTER 26,ANSVASCE 7-12"MINIMUM DESIGN LOADS FOR BUILDINGS (808)21 - 7 /'1 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED cc y matlui , 1 SECTION #5 DOWEL 2 C r TIO^I 4 D C T /� I I WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ry f S-21 SCALE: 3/4 = 1'-0" 5-21 SCALE: 13/4" I=V 1'-0" 5-21 SCALE: 1„1/2"L= 1'-0" 3 WTOORPOATEDIN. THE COMPONENTS TOTHETION 6 OF CLADDING IIGNUNI ANDSPSIGN OADSPONSI BUILDINGS CE OTHER STRUCTURES"MENTIONED IN NOTE 2. , FL P.E.36820 THREADED ROD CONNECTION SYSTEM CV a M 0 (0 0 CO The contractor shall utilize the all—thread connection system as specified as follows: Shearwall All—Thread Connection System 3" 2pcs 5/9"0x12° 12" a M O N W O H � Nco I Uplift connectors from the various preengineered roof trusses, conventional roof The shearwall all—thread uplift connection (SWATC) system. is composed of one 1/2" o DBA 2„ 2" �� Q o H Q � Qp N framing, conventional overframing, covered porch framing, and floor framing diameter 36 ksi all—thread rod that runs the full vertical height of the wall, I /18 0 HOLES shall be installed in accordance with the Uplift Connector Schedule. penetrating both the top and bottom plates, and grouted with Simpson Strong—Tie 1/4 w a U O rn High Strength Epoxy into the slab/stemw II with 8" embedment. Use a 9/16" drill 5 » 0z ill W All—Thread Uplift Connection System 1 » „ P /, STEEL 5 » " ., I a a W W X bit for plate and concrete holes. The cost in place /2 diameter x 10 anchor PLATE /a x8 x1 0 z ¢ Z W U) Of W = IJ- The all—thread uplift connection system (ATUC) is composed of one 1/2" diameter bolts specified on structural sheet S-11, shearwall specifications, may be utilized in BASE PLATE p — �d HSS 4"x4"x1/4" U LU W Q o lieu of the drilled and epoxied threaded Stud at the concrete slab.. The ,top end of 36 ksi all—thread rod that runs the full vertical height of the wall, penetrating both , 2' g" 2°' 00 TUBE STEEL 2"x6" P.T. SYP NO.2 2 J a U W r� the SWATC is bound to the top plate wit a 3 square, /4 thick washer and a nut. 1 0Z COLUMN NAILER AT EACH SIDE. -u m r` the top and bottom plates, and grouted with Simpson Strong—Tie High Strength The bottom late is bound to the slab with 2"x2" 1/8" thick late washer and nut. ¢ W a D a W Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill bit for plate p / P 1'-0'1 1 p N The all—thread may be spliced with a coupler threaded onto the all—thread a HSS 4x4x /4 TUBE U) — W Z d and concrete holes. The cast in place 1/2" diameter x 10" anchor bolts specified a STEEL COLUMN a W 5 O may be utilized in lieu of the drilled and epoxied threaded stud at the concrete slab. minimum distance of /4 at each endo the coupler. The coupler shall be rated � 0 2 O O H Y P 1 for allowable tension of 3,200 pounds under wind loading. The locations of SWATC EMBEDDED CAP' PLATE — SIDE VIEW COLUMN FASTEN TO TUBE STEEL ILL_j a _j CD IZ The top end of the ATUC is bound to the top plate with a 3" square, /4" thick AND PLATE LL W = within the above referenced structure shall be as follows: COLUMN w 1 " Z a washer and a nut. The bottom plate is bound to the slab with a 2%2% 1/8 thick 1>_0„ / /a 0x2 plate washer and nut. The all—thread may be spliced with a coupler threaded onto a " FB TEKS SCREWS 0 12" O.C, Shearwall Ends 1pc within 3 of end studs STAGGERED (NO WASHERS) the all—thread a minimum distance of /4" at each end of the coupler. The coupler 2" 2" shall be rated for allowable tension of 3,200 pounds under wind loading. The Miscellaneous 2pcs 5/8"0x12" locations of ATUC within the above referenced structure shall be as follows: DBA TUBE STEEL COLUMN BASE PLATE Typical Wall Section 48" o.c. max The installed V diameter anchor bolts that are not utilized by the all—thread AT EXTERIOR HSS COLUMN TUBE STEEL COLUMN NAILER PLATE Minimum Quantity of ATUC Between Corners connection system shall receive a 2 x2 x /8 plate washer and hex nut at the �_ � __ - bottom plate. 00 DETAIL ` 8 D E TA I LLij 2 PCs Along Straight Run of Continuous Bearing Wall Maintain a minimum edge distance of 2" from the outside edge of the embedded 5 » „ „ " g 9 IE /e' STEEL —2 SCALE: 1 '/2 1'-0 —2 SCALE: 11/2 = 1 —0 BearingWall Ends Not Including Shearwalls all—thread rod to the outside face of th 8 cmu wall. PLATE ( 9 ) 1pc within 3" of end studs FC P-1 .The top plate shall be free of splits, the ks, shakes, and wanes. Header Framing EMBEDDED CAP PLATE — TOP VIEW Q » The hex nut above the top. plate shall b tightened to approximately 30ft.—lbs. of „ 1 each side of opening within 3 of full height studs torque. Changes in moisture content an the related shrinkage of building materials 9 9 ICF WALL 0 will effectivelyeliminate the re loading caused b the initial tightening of the hex 6 DETAIL ABOVE Of P 9 Y 9 9 Bottom Plate Splices nut. After all rough—ins of the mechanical and electrical trades are complete, and -2 SCALE: 11/2" = 1'-0" 1—#5 HORIZONTAL Install 1%"0x8" w/ 51/2" embedment Redhead within 12" of splice, prior to installation of insulation re—tight ned the upper hex nuts to the required j 1 ` j' AT TOP, CONTINUOUS o J each side of splice. ATC may substitute for Redhead. 30ft.—lbs. of torque. N Y W 1—#5 HORIZONTAL High Uplift Connection Girder TrussAT MIDDLE _ 1 each side of and within 3" (uplift > 1500 lbs.) of high uplift girder Z Q #3 PRE—BENT = Q o Iw— STIRRUPS 0 12 O.C. W Z = e 9„ ICF FORM 00 (2)2"x4"/(2)2"x6" SYP NO.2 ALL DRILLED AND EPDXIED DOWELS SHALL BE 0 a 0 1—#5 HORIZONTAL U DOUBLE TOP PLATE INSTALLED WITH SIMPSON STRONG—TIE "SET" N w AT BOTTOM, CONT. TWO COMPONENT. EPDXY ADHESIVE OR EQUAL. ACROSS LINTEL � Z 3"x3"x1/4" PLATE INSTALLATION SHALL BE IN ACCORDANCE 04 Q SPAN AND EXTEND WASHER AND IP3"x3"x1/ " PLATE WITH THE MANUFACTURERS INSTRUCTIONS. 1 —0 MIN. BEYOND J HEX NUT 2"x4"/2"x6" SYP.No.2 DOUBLE WASHER AND HEX NUT FACE OF ROUGH f— TOP PLATE. FASTEN TOGETHER i OPENING Q w/ 10d COMMON WIRE NAILS V2"0 THREADED—ROD DOUBLE 5 » =i W 0 16" O.C. PROVIDE 3-10d CONNECTION SYSTEM 2"x4 SPF NO.2 STUDS IE /a x8 x1 —0 CAP PLATE j COMMON WIRE NAILS EACH ? 0 12" O.C. w/ 2pcs 5/8"0x12" DBA i I 1! 1/4 z SIDE OF SPLICE (TYPICAL) 2"x4" P.T. SYP No.2 BASE EMBEDDED INTO LINTEL ' W PLATE w/ DRILLED AND COUPLER NUT BEAM CONCRETE I 12 O.C. EPDXIED 1/2'0x12 HOT DOUBLE 2x4 SPF N0.2 STUDS i 2"x2"x1 " PLATE WASHER Q 0DIPPED GALVANIZED THREADED /a A _ 1 AND HEX NUT OR 2x6 SPF N0,2 STUDS ® t6 O.C., I STUD AT EACH ALL—THREAD Q SEE FLOOR PLANS » I CONNECTOR ROD LOCATION I i 6 STRUCTURAL ;I 1/ "0 THREADED ROD WOOD HEADER 1 „ ' CONCRETE SLAB 2 BEAM /2 0 THREADED ROD W UPLIFT CONNECTOR " ; EL. +18.33 NAVD ANCHORING SYSTEM DRILL 10 AND EPDXY II j Il m SEE DETAIL 3/8.18 _.__.----------. ___..._ ._ _ .__... +19.43' NGVD I TOP OF SLAB DOUBLE TOP PLATE FASTENING 1/2 "� THREADED ROD `° EL. +17.83 NAVD Ts4 x4 x1/4 I —sTucco FINISH As PER (D � AT 2 0 THREADED ROD AT HEADER OPENING I o BOTTOM -0F SLAB TUBE STEEL COLUMN I I ARCHITECTURAL PLANS ` DETAIL 2 DETAIL ;I JI EL +16.83' 'NAVD 5 9" ICF WALL —2 SCALE: NTS —2 SCALE: N.T.S. BOTTOM OF GRADE BEAM 0 /a x8 x1 —0 BASE PLATE w/ I BEYOND V-4" (2)5/8"0 x 8" THREADED STUDS. ADD 1pc SIMPSON H2.5 UPLIFT „ DRILL 8” AND EPDXY INTO CONCRETE CONNECTOR AT TOP AND ALTERNATE DRILLED AND EPDXIED /2 0I BOTTOM OF THESE STUDS „ , THREADED STUD IN LIEU OF ANCHOR BOLT 6" STRUCTURAL CONCRETE I 1/4 NO SPLICE IN DOUBLE ABOVE TOP PLATE, PROVIDE A 3x3 x /4I 11 (2)2"X4"/2"x6" SYP No.2 TOP TOP PLATE BETWEEN THICK STEEL PLATE WASHER. FASTEN AT FIRST LEVEL GRADE BEAMS SLAB n _W_.._. _,w. _....._. ._......._. EL. +17.23' NAVD PLATE SPLICE TOGETHER w/ FULL HEIGHT KING WITH A HEX NUT AND ALLOW AT LEAST 3 SECTION TOP OF SLAB 2 ROWS 10d COMMON WIRE STUDS AND FIRST 3 THREADS TO EXTEND ABOVE N NAILS ® 16" O.C. ANCHOR RODS. TIGHTENED NUT. (TYPICAL) S-2 SCALE: 3/4" = 1'-0" 1 —6"w x 10"d GRADE BEAM REINFORCED w/ 5—#6 TOP AND W E ROD SPACING, SEE 20" SYSTEM 42 ALTERNATE, ADD 1pc SIMPSON H2.5 UPLIFT 5—#6 BOTTOM w/ #3 STIRRUPS » 1 C SIMPSON MSTA24 CONNECTOR AT TOP AND SCHEDULE. PRE—ENGINEERED FLOOR ® 6" O.C. 1 —g EL. +16.40' NAVD g „ STRAP EACH SIDEOF BOTTOM OF THESE STUDS BOTTOM OF GRADE TRUSSES ® 19.2 O.C., DOOR HEADER IF BEAM 171 171 1-:1 SEE FLOOR FRAMING PLAN THREADED ROD FLOOR TRUSS TO SYSTEM IS ;; ;, 3"x3"x'/4" PLATE SECTION AT HSS4"X4"X1-4 " TUBE STEEL SCALE: 3/4 = 1 -0 DOUBLE TOP PLATE v NOT USED II II WASHER AND HEX NUT 1' 2' CONNECTOR, SEE 2pcs FULL HEIGHT 2"x4-/2"x6" rj 11 UPLIFT SCHEDULE 0 0 0 SPF NO.2 KING STUDS EACH 0 II II "/,"0COLUMN AT EAST WALL CONDITION v SIDE OF DOOR OPENING IFT THREADED—ROD AND SECTIONS a a HEADER, SEE ¢ II 11 SYSTEM CONNECTION /'� DOUBLE 2"x4" SPF N0.2 0 o PLAN o ° ;; HEADER, SEE " n 9 SECTION „ „ ° ° SCHEDULE AND 2pcs FULL HEIGHT STUDS ® 12 O.C. 0 DOUBLE 2x4 SPF No.2H2 5 II PLANS II 2"x4" SPF NO.2 S-2 SCALE: 3/4" = 1'-0" THREADED ROD STUDS ® 12 O.C. ;; ;; STUDS EACH SIDE SYSTEM DETAILS, ALTERNATE: 1pc SIMPSON OF OPENING, MSTA24 FLAT STRAPS Q a a 1pc 2„X4 SPF NO.2 l; ;; MINIMUM. SEE EACH SIDE OF DOOR w w w CRIPPLE STUDS EACH SIDE SCHEDULES, HEADER IF THREADED ROD Cr = = OF 3'-0" OPENING, OR DOUBLE 2"x4" SPF"NO.2 �� �� FRAMING PLAN AND NOTES i— STUDS ® 12 O.C. ;I ;l ii 1pc 2x4 SPF NO.2 SYSTEM IS NOT USED 2 cs 2X4 SPF NO.2 ii ii CRIPPLE STUDS EACH ,`.° to `�° CRIPPLE STUDS EACH SIDE II !I SIDE OF 3'-0" OPENING, NOTE: Q a 2"x2"x1/8" PLAT a OF OPENING UP TO 4'-6" II 11 FASTEN THE H2.5 � s WASHER AND e ;; ROUGH II OR 2pcs 2"x4" SPF NO.2 a COUPLER NUT "N 1/2"0 x 10" HOT DIPPED o II . OPENING 11 CRIPPLE STUDS EACH w/ 10-8dx11/2" g II Ll S=22 COMMON WIRE NAILS GALVANIZED ANCHOR BOLTS SEE SIDE OF OPENING UP w/2"x2"x1/8" PLATE WASHERS, .I ARCHITECTURALS TO 4'-6 FASTEN THE MSTA24 2"x2"x /8" PLATE AND HEX NUTS. SPACING AS 1 w/ 18-10d COMMON REQUIRED TO MAINTAIN 24" MAX. WASHER AND HEX NUT 03/05/2015 WIRE NAILS 8" EMBEDMENT FOR 1/2"0 THREADED SPACING TO NEXT ANCHOR BOLT u u OR OR THREADED ROD. COUPLER NUT BUILDING PERMIT ISSUE ROD AT SLAB/GRADE BEAM BELOW ° 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C.KATHE,INC. ° FRAMING AND STRAPPING AT ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER ° 420 OSCEOLA AVENUE I 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH,FLORIDA�,,32250 THREADED ROD SYSTEM AT INTERIOR BEARING WALL TYPICAL INTERIOR DOOR OPENING WITH CHAPTER 26,ANSI/ASCE7-12'MINIMUM DESIGN LOADS FOR BUILDINGS (80$)217470 �, v I MSTA24 AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED �r ' c11 �7-- iWe z 4 THREADED ROD ANCHORING SYSTEM DET /` IL 5 DETAIL THECWITH A MPONENSANDCLINIMUM BASIC DDINGHAEBEENSPEED OF 130 H. /–� /"� 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE » » INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE —22 SCALE: N.T.S. —2 SCALE: 1/2 = 1'-0" WITH SECTION 6 OF THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"MENTIONED IN NOTE 2. FL P.E.36820 STRUCTURAL NOTES DESIGN WIND PRESSURES MAIN HOUSE UPLIFT CONNECTOR SCHEDULE CD C,4 DESIGN CRITERIA AUGERCAST CONCRETE PILES DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) 00 Q co CO N 1) MINIMUM 16" DIAMETER „ K 0.85 MEMBER SUPPORT SIMPSON CONNECTOR Q o a � a N 0 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2010 (END ZONE = 6 -0 ) d = Q U o W < sg 2) MINIMUM TIP ELEVATION -15.00 NGVD ((-16.10 NAVD) � o Q g FLORIDA BUILDING. WIND DESIGN PER ASCE 7-12. NOT ) 1, UPPER PREENGINEERED R OF TRUSS FRAMING O W co H Cl_ N 3 ADD 6-#5 x 34'-0" w/ #3 TIES AT 12 O.C. AREA 10sf 20sf 30sf 40sf = o - LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED 4) CONCRETE f'c = 5000 PSI COMMON TRUSS: 2"x10" ICF TOP PLATE (1)HTS30C AND (1)H2.5, SEE W < 2 U 0 0 AS "ENCLOSED." 5) PILE CAPACITY SHALL BE 50 TONS. POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION SECTION 1/S-18 W Q U OJ rn LIVE LOADS: REINFORCED CONCRETE INTERIOR +33.7 -36.5 +32.2 -35.0 +31.3 -34.1 +30.7 -33.5 GIRDER TRUSS (1)THA29 AND (2)A35, SEE d � of W �- LL . . ROOF & CANOPIES 20 PSF DETAIL 1/S-16 Z) Z W Z w = N ENDZONE +33.7 -45.1 +32.2 -42,1 +31.3 -40.3 +30.7 -39.0 0 w W w � U I� FLOORS 40 PSF ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION SCISSOR TRUSS: 2"x10" ICF TOP PLATE (1)HTS30C AND (1)H2.5, SEE U w CU m W CD ELEVATED DECKS 60 PSF OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE AREA 50sf 60sf 70sf 80sf 0- - m REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. SECTION 2/S-18 � POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION 2"x10" WALL LEDGER (2)A35, SEE SECTION 1/S-19 W 0 In Q U) W N WIND LOAD DESIGN CRITERIA ASCE?-12 UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL 2 iE U) 0 � Z � BASIC WIND SPEED 130 MPH BE AS FOLLOWS: INTERIOR +30.2 -33.0 +29.8 -32.6 +29.4 -32.3 +29.1 -32.0 JACK TRUSS: 2"x10" ICF TOP PLATE (1)HTS30C, SEE SECTION 1/S-18 OJ O o I.- CD 92 IMPORTANCE FACTOR 1.0 SLABS ON GRADE CENTERED ENDZONE +30.2 -38.1 +29.8 -37.3 +29.4 -36.6 +29.1 -36.0 CORNER HIP TRUSS (1)A35, SEE DETAIL 2/S-20 w < _j N W = OCCUPANCY CATEGORY II (RESIDENTIAL) FOUNDATIONS TE GIRDER TRUSS (1)A35 Z d RISK CATEGORY. II AREA 90sf 100sf 110sf 120sf GRADE BEAMS AND PILE CAPS 3" " EXPOSURE D POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION CORNER HIP TRUSS: 2x10 ICF TOP PLATE (2)HTS30C MEAN ROOF HEIGHT 35.0 FT ELEVATED STRUCTURAL CONCRETE BEAMS 2" GIRDER TRUSS (2)A35 ROOF PITCH 5/12 (22.62 DEGREES) STRUCTURAL STRUCTURAL COLUMS ELL 2" INTERIOR +28.9 -31.7 +28.6 -31.5 +28.4 -31.3 +28.2 -31.1 INTERNAL PRESSURE COEFICIENT ENCLOSED +0.18/-0.18 ENDZONE +28.9 -35.5 +28.6 -35.0 +28.4 -34.6 +28.2 -34.2 GIRDER TRUSS: 9" ICF WALL (1)MGT, SEE DETAIL 2/S-16 COMPONENT AND CLADDING (A01, 801, CO3, E02, E03 WINDOW/DOOR PRESURE SEE SCHEDULE ON ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE SHEET S-23 FABRIC SHALL CONFORM TO ASTM A185. THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE HIGH UPLIFT GIRDER 9" ICF WALL (1)MGT, SEE DETAIL 2/S-16 W ALLOWABLE UNIT STRESSES ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR TRUSS: (A07) CONCRETE: (PER ACI 318) MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR UPPER COVERED MASTER BALCONY CONVENTIONAL RO F FRAMING: CONCRETE: ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED DESIGN WIND PRESSURES. COMMON RAFTER: 2"x10" ICF TOP PLATE (2)H2.5, SEE SECTION 1/S-19 AUGERCAST PILES f'c = 5000 PSI AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES 2"x10" BEAM TOP PLATE (1)HTS30C AND (1)H2.5, SEE CONCRETE PILE CAPS fc = 5000 PSI AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD „ SECTION 1/S-19 PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS 16 � AUGERCAST CONCRETE PILE INSPECTION Q CONCRETE GRADE BEAMS fc = 5000 PSI SHALL BE PLASTIC DIPPED AFTER FABRICATION. 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL JACK RAFTER: 2"x10" BEAM TOP PLATE (1)A35, S , SEE SECTION 1/S-19 0 FOUNDATIONS fc = 5000 PSI CORNER HIP RAFTER (1)A35, SEE DETAIL 2/5-20 � STRUCTURAL SLABS fc = 5000 PSI ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 50 TONS, EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL O O STRUCTURAL POOL SHELL fc = 5000 PSI ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. CAPACITY OF 6 TONS. CORNER HIP RAFTER: 2"x10" BEAM TOP PLATE (2)HTS30C ELEVATED STRUCTURAL BEAMS fc = 5000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. KING POST STUDS (2)HTS24 IL STRUCTURAL COLUMNS f'c = 3000 PSI 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE 2"x10" ICF TOP PLATE (2)HTS30C ELEVATED STRUCTURAL BEAMS f'c = 3000 PSI SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER UPPER TOWER CONVENTIONAL ROOF FRAMING: _ CMU CONCRETE FILL f'c = 3000 PSI A MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PRIMARY HIP RAFTER: 2"x10" ICF TOP PLATE (2)H2.5 U EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM Q ICF CONCRETE WALLS f'c = 3000 PSI AND OUT THE TIP INTO THE CAVITY FORMED. AS THEW SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE SECONDARY HIP RAFTER: 2%10" ICF TOP PLATE (2)H2.5 ca CONCRETE MAXIMUM WATER CEMENT RATIO: 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, INTERMEDIATE BLOCKING (1)LUS26 V AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS UPPER WINDOW SEAT CONVENTIONAL ROOF FRAMING: FOUNDATIONS AND STRUCTURAL SLABS 0.40 MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED 8" CMU CONCRETE FILL 0.60 AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT SHORING AND RE-SHORING WINDOW SEAT RAFTER: DOUBLE TOP PLATE (2)H2.5 Z 1)A35 Q ELEVATED STRUCTURAL BEAMS 0.55 THE FORMWORK, SHORING, AND RESHORING SYSTEM SHALL BE DESIGNED IN ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND WALL LEDGER ( e J STRUCTURAL COLUMNS 0.55 ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMING.' LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE LOWER FRONT ENTRY CONVENTIONAL ROOF FRAMING: GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE ICF CONCRETE WALLS 0.55 MASONRY VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN COMMON RAFTER: 2"X8" CMU TOP PLATE (2)H2.5, SEE SECTION 8 Q RIDGE BEAM (2)A35 SEE SECTION 3/S-1/S-1 8 EACH PILE IS EQUAL TO OR GREATER THAN THE W "BREAK-AWAY" 8" CMU WALLS AND PIERS SHALL BE COMPOSED OF ASTM C90, CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. REINFORCMENT ASTM A615 - GRADE 60 ALL „ „ LOWER EXPOSED BRACKETROOF FRAMING: D WELDED WIRE FABRIC ASTM A185 GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE S MORTAR. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED Z OR LOSS OF CONCRETE PRESSURE OCCURS THE PILE SHALL SEE SECTION 1/S-20 FOR SPECIAL CONCEALED CONNE TIONS W MASONRY fm = 1500 PSI ALL "BREAK-AWAY" 8" CMU WALLS AND PIERS SHALL BE REINFORCED FULL HEIGHT BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. � HEIGHT IN CONCRETE GROUT FILLED CELLS. TYPICAL CONVENTIONAL ROOF OVERFRAMING: STRUCTURAL STEEL: (PER AISC) AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE OVERFRAMING RAFTER: LEDGER 1 H2.5, SEE DETAIL 3/S-16 Q LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE _ STEEL BOLTS ASTM A325 FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. RIDGE BEAM 1 A35, SEE DETAIL 4/S-16 STAINLESS STEEL BOLTS AISI 304 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE GROUT IN 5'-0" IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, (NOTE: INSTALL OVERFRA INIG LEDGER BOARD TO LOWER RAFTERS w/ 2 ROWS V TUBE STEEL COLUMNS ASTM A46 MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE THE PILE SHALL BE REJECTED AND REPLACED. #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH I TERSECTION) W ALL OTHER STEEL ASTM A36 INSPECTED AND APPROVED. FLOOR FRAMING: m WELDING ELECTRODES ASTM A-233 E-70XX 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM FLOOR TRUSSES: DOUBLE TOP PLATE (1)H2.5, SEE SECTION 1 S-14 MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. CONCRETE COVER OF 2" TO THE #3 TIES. / Ln TIMBER: (PER NDS FOR WOOD CONSTRUCTION) INTERIOR HEADER BEAM (1)H2.5, SEE SECTION 2/S-14 (.0 STRUCTURAL LUMBER SYP No. 2 9"/11" ICF WALL SYSTEM 4. AUGERED PILE PLACEMENT TOLERANCE: WALL LEDGER AT 20" (1)THA426, SEE SECTION 1/S-18 PLUS OR MINUS 2 INCHES. DEEP FLOOR TRUSSES AND SEE DETAIL 3/S-14 STRUCTURAL STUDS SPF No. 2 THE ICF WALL SYSTEM SHALL BE COMPOSED OF 11 FORMS WITH 6 CONCRETE CORE WALL LEDGER AT 14" (1)THA422 AND 9" FORMS WITH 4" CONCRETE CORES AS INDICATED ON THE FRAMING PLANS . 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A DEEP FLOOR TRUSSES TIMBER WINDOW/DOOR BUCKS: INSTALL THE ICF WALL SYSTEM IN ACCORDANCE WITH THE "THE STRUCTURAL DESIGN FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN ALL 2"x10"/2"x12" PRESSURE TREATED WINDOW/DOOR OF INSULATING CONCRETE FORM WALLS IN RESIDENTIAL CONSTRUCTION" AND APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY FLOOR BEAMS: SUPPORT STUDS (2)HTS24 BUCKS SHALL BE SYP NO. 2 OR BETTER, WITH AN "PRESCRIPTIVE METHOD FOR INSULATING CONCRETE FORMS IN RESIDENTIAL_ THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN TOWER FLOOR FRAMING: ALLOWABLE BENDING STRESS IN ACCORDANCE WITH CONSTRUCTION" AS PREPARED BY THE NAHB RESEARCH CENTER, INC. REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; NATIONAL DESIGN SPECIFICATION FOR WOOD EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE 2"x8" DECK JOISTS: 2"x8" WALL LEDGER (1)LUS28 FACE MOUNT HANGER CONSTRUCTION BY AMERICAN FOREST & PAPER ALL ICF WALLS SHALL BE REINFORCED FULL HEIGHT IN CONCRETE FILLED CORE WITH GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF ICF WALL SYSTEM: SEE DETAIL 4/S-14, SIMILAR ASSOCIATION. 1-#5 VERTICAL REINFORCING AT: INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, U.N.O. CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; 2"x10" ICF TOP PLATE: ICF CONCRETE CORE '/2"0 x 10" HOT DIPPED GALVANIZED HARDWARE: • AND AT A MAXIMUM SPACING OF 2'-0" O.C. AT ALL. WALLS ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL ANCHOR BOLT w/ 2"x2"x'/B" PLATE ALL EXPOSED HARDWARE SHALL BE HOT DIPPED OF THE PILES; AND DEVIATION OF EACH PILE FROM THE WASHER, AND HEX NUTS @ 24" O.C. N GALVANIZED. BOLTS SHALL MEET REQUIREMENTS LAP VERTICAL BARS 25" MINIMUM SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE EXTERIOR BEARING WALLS UTILIZING THE THREADED ROD SYSTEM OF ASTM A-325, TYPE I, AND HOT DIPPED ENGINEER OF RECORD UPON COMPLETION OF THE DBL TOP PLATE 2"x6" STUDS '/20 THREADED ROD ® 48" O.C. w E GALVANIZED IN ACCORDANCE WITH ASTM A-153. SUPPLEMENTARY NOTES AUGERED PILE WORK. NUTS SHALL MEET THE REQUIREMENTS OF ASTM BOTTOM SILL PLATE GRADE BEAM FOUNDATION '/2"0 x 10" ANCHOR BOLT w/ A-563, GRADE DH, AND HOT DIPPED GALVANIZED VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2"x2"x'/B" PLATE WASHER, S IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, COUPLER NUT, AND HEX NUTS WASHERS, AND HARDWARE SHALL BE HOT DIPPED MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. a 0 ® 24" O.C. AND '/2"0 THREADED RODS GALVANIZED (UNO). ° ° 0 ° SCALE: 3/4" = 1'-0" THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONS113LE FOR 0 ° Ap B 0 ° NOTES: 1' 2' SOIL BEARING PRESSURE 2000 PSF CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR ° U 0 ° 0 ° 00 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR ° 0 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. EPDXY ADHESIVE: THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE ° ° 0 ° o s l0 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: SIMPSON STRONG-TIE "SET" CONTRACT DOCUMENTS. ° 0 HTS30C 18-1Odx11/2" FLORIDA PRODUCT APPROVAL #10456.27 TWO COMPONENT EPDXY ADHESIVE PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID H2.5 8-8dx1 '/2" FLORIDA PRODUCT APPROVAL #10456.11 EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING A35 H2.5 SPH6 LUS26 LUS28 THA29 A35 12-8dx11/2" FLORIDA PRODUCT APPROVAL #10446.4 STRUCTURAL DEP DESIGN CRITERIA: CONSTRUCTION. SPH6 10-8d FLORIDA PRODUCT APPROVAL #10456.47 NOTES, DUVAL COUNTY WOOD TRUSSES MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 MONUMENT R050SCHEDULES AND TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL. TRUSS LAYOUT, o HTS24 20-10dx11/2 FLORIDA PRODUCT APPROVAL #10456.24 ' 100 YEAR STORM ELEVATION 17.5' NGVD (16.4' NAVD) DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. a LUS26 8-10d FLORIDA PRODUCT APPROVAL #10655.111 DETAILS WAVE CREST HT. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED 0s LUS28 10-10d FLORIDA PRODUCT APPROVAL #10655.113 100 YEAR STORM DESIGN 5.5' NGVD (4.4' NAVD) FLORIDA PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND ° o a �o THA29 16-10d AND 4-10d FLORIDA PRODUCT APPROVAL #10447.19 GRADE VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS, ° ° ®6p06 THA426 20-10d AND 6-16d FLORIDA PRODUCT APPROVAL #11468.23 ° ° 66Q O SHOP DRAWINGS: ROOF FRAMING PLAN AND TRUSS TYPES ARE DAAGRAMATIC AND ARE INTENDED TO INDICATE THA422 20-10d AND 6-16d FLORIDA PRODUCT APPROVAL #10447.22 DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. o" °0 o MGT 5/8"0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL #11470.7S 23 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS ° AND 22-16d REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR �° e �� "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 ARCHITECT AS FOLLOWS: ZONE PRESSURES. ° g6ao� ° REVISION NO. iQ07/1812015 03/05/2015 • REINFORCING STEEL FOR CONCRETE ROOF TRUSS DESIGN CRITERIA ° ° REVISED ROOF FRAMING TO MATCH PREENGINNERED BUILDING PERMIT ISSUE • PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES ROOF TRUSS SHOP DRAWINGS LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF 0 ° CHRISTOPHER C.KATHE,INC. THA422 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS MIN. TOP CHORD DEAD LOAD - STANDING SEAM METAL ROOF. 10 PSF ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER FOR THIS PROJECT IS FOR COMPLIANCE WITH THE PER ASCE 7-12 MGT HTS24 MSTA24 H'TS30C THA426 ALL CONTACT WITH ACQ SON CONNECTORS SSU E 2 THEWITMAIN WANDPTER FORCE RESISCE TING SYSTEMS ARE DESIGNED IN MUM DESIGN LOADS OR BUILDINGSONC JACKSO420 NVILLE EACH,FLORIDAAVENUE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH WIND UPLIFT JACKSONVILLE BEACH,FLRI32250 THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. BRACE BOTTOM CHORD AS INDICATED FOR WIND UPLIFT. 10-10dx1 /2 NAILS AT TREATED LUMBER SHALL HAVE 4cckatheail. AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS ASSOCIATED " THE MANUFACTURER APPLIED COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE COORDINATE ROOF TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT TRUSS AND 8-10dx1 /2 WITHAMINIMUMBASICWINDSPEEDOF130MPH.THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT SO R TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LEQUI ONS NAILS AT PLATE. WRAP "ZMAX" FINISH 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR UNDER AND AROUND INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE PERFORMING THE WORK IN A SAFE AND SATISFACTORY OF DUCTS, STACKS, PIPES, ETC. 2"x12" SILL PLATEwlrrlsecTloNsoFrHE"MINIMUM DESIGN LOADS FOR BUILDINGS ANDMANNER. OTHER STRUCTURES"MENTIONED IN NOTE 2.