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Beach Avenue 1393 CAN INDEX OF DRAWINGS , . ., Al SITE PLAN AND SITE SECTION Q D1 DEMOLITION PLANS o A2 FIRST FLOOR PLAN Ir A3 SECOND FLOOR PLAN � A4 LOFT PLAN � LL A5 ELEVATIONS 0, A5A ADD ALTERNATE ELEVATIONS � Q AB ELEVATIONS A7 BUILDING SECTIONS � m Z A8 BUILDING SECTIONS D V A9 WALLSECTIONS a � � A10 WALL SECTIONS p Z w All INTERIOR ELEVATIONS Z < Ix Al2 WINDOW AND MISC. DETAILS a � Z A19 FIRST FLOOR POWER AND LIGHT PLAN N a o A14 SECOND FLOOR AND LOFT POWER AND LIGHT PLANS p w Q FEW QQ x 31 FOUNDATION PLAN Z Q 32 FOUNDATION SECTION AND DETAILS W m 33 SHEARWALL FRAMING PLAN 34 FLOOR FRAMING PLAN m S5 LOFT/ROOF FRAMING PLAN m S8 MISCELLANEOUS SECTIONS AND DETAILS S7 CONNECTOR WALKWAY (ADD ALTERNATE) COVER C,Ty OF A7LANTIC BEACH � •lnq0 p' Rp , Z ci;of mianbc beach ISSUE DATE- eivai Riming and Z"ft Depofterd th division and ot or local land 1410valCOM0011 regulations, but does not constitute for Me 143usnee of permits. Comphance Pro 110ft :PM gr S Sulldin ode and all other appliCable I FIC kmd. auto am oral Perm ng roquIrements Uj ffmot be Ign of 119 City of Atlantic (If SHEET IS LESS THAN 22'x34' IT IS A REDUCED PFlrvi, REDUCE SCALE ACCORDINGLY) i I I I I EXISTING 2 STORY FRAME RESIDENCE DESIGN STATEMENT I I N0. 1417 I I BLOCK 61 LOT 1 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON I I I I 6213-33.007 FLORIDA ADMINISTRATIVE CODE. I I 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WI H SECTION 6, I I I I ANSI/ASCE 7--88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTH R STRUCTURES" --------- ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION ' AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. I ------------------ 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEA I S OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. A.It.[ I11,U1�,C U I 273x RWERWO011 LANK I JAURSONI'ILIS1.FLOHIII.1 1'(1ONh(1)111:lflli-a7•�7 - - - - - - - - - LEGAL DESCRIPTION - - - - - LOTS 11 AND 12, BLOCK 52, ATLANTIC BEACH CORPORATION, A REPLAT OF MAYPORT TERMINAL COMPANY'S MAP, AS RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS 1 4TH STREET OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE LANDS LYING EASTERLY OF AND ADJACENT- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 TO SAID LOTS 11 AND 12, BLOCK 52 TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF SAID PUBLIC RECORDS, AND BEING ON THENE OF SAID (40' RIGHT OF WAY BEACH ACCESS) LOT 12BAND DON THE SOUTHRBY AN TH EASTERBY LYRLY PROJECTIONnOF THE SOUTH NEPROJECON OF THE NORTHUOF SAID LOT 11. 0 QJ 191'-0" LL SEAWARD DISTANCE OF EXCAVATED FILL, NEW OWN SEAWARD DISTANCE OF DECK (n 105'-0" 2 SEAWARD DISTANCE OF ENCLOSED STRUCTURE - - - - 84 a" 611-4 .._ SEAWARD DISTANCE OF A/C UNITS 51'TO" SEAWARD DISTANCE OF BRIDGE CONNECTOR — ---- W W o SEAWARD DISTANCE OF NEW WALKWAY NEW CONC.WIALKWAY N B3' O3' . " E 256.66' I '� U -- _. r Z PORnON OF s'-7• 0' _� 8' WOOD F 4' WOOp ENCS W I r E1dSTINC RESIDENCIE - ._..�,1�-. -_ / TO BE DEMOLIMILo 111 � • -- - -- - - - I o WUM NEW STRUC C. DECK I Q �� DEC: � �� AC AC AC oo I � cn W ' 1 � t o o I I I F ANc N z'-a I _ _ W n � u 3'-0" 11, 4' DECK ABO11E_FLOOR N QJ I I Q �w $D I � M,r Q Q I I v I I I I I I ,Z � � I NEW CONCRETE Dewe no W - - --- - I a Y Urn W W NC N EXISTING aiUE5T NEW To LE x BLOCK 52 L S 11&12 Q N MOUSE RESIDENCE ~- c) EW SOD WEST OF I w ' W Q Q I __ BUDINEAD - GRADE To I u o FF EL 16.78,17.66 tz' D" FF EL 18.00 NGVD rrT,-+ DRAaI TOWARD WEST Q I Q A TOP OF SLAB s p c Q �. C__) U I Z ¢ "3 10'--IO" 32'-4' 1'-2' "1 f ' to " o � V o N fn 3-D" 2'-10 23'-7POOL� 10'-0" It IC-4 - a m --'I za w FAC1 AC I I W co Z I CD cn o 1 1 C 11 ri LLm ILo � DUST. 6' WOOD FENCE 56'-7" uj ' U4 EXISTING EXISTING 2 STORY FRAME 7`77 57'-0" 15'-a" 44'-0' RESIDENCE SITE PLAN Ll LOLJ p Z Z Z Z SCALE: 1"=10'-O' r__4 N N � BLOCK 52 LOT 10 �,� c, u o 3 NOTES: p= p a o 0 o til 1. EXISTING GRADES ARE ESTIMATED FROM 1994 SURVEY `J 2. HIGH CREST OF WAVES APPROX. EL 15.'70 L1_ 12 o 0 a CD o j 9t o 3. ALL MATERIAL EXCAVATED FOR RE-GRAIDING SHALL BE DISTRIBUTED AROUND THE SITE ¢ ¢ I SEAWARD OF THE C.C.C.L 4. TOTAL ESTIMATED RE--LOCATED FILL= 79).5 ICVPS (DUE TO PILING AND GRADE BEAM SITE PLAN ELEVATIONS). — — -- AND SITE SECTION .. I Ica I I WOOD DEQ( BMANCED F0.1 FROM EXCAVATED MATERIAL E70Si. FENCE - L a EL 19.0' = FF EL. 18.09_----- -. -__ � - taco' _ 11 r�.o 17.00' - -- � ----------- - - L f _- --___,______ I I- -__ A I I - -I i � I � I: � I: r I. -- ------ �_______ _ r— II1I III III III 1I1I 1I1I � . UOD isoa�d 1ad0. IfI I ISSUE DATE( 8/4/01 ' ---------� I r I I I I I I I t i i I . . . . . . 12.00' 1 I I I I I I I I 1 I ; 11.Oo' REVISI4NSI II II II II II II 10.00' 32'-4' 23'-3' 12 f)' . i i 14'-9' . . . . . 58'-0" 9.00' 7.00' TOW-0 800' . . . . . . 5.00' EXTENT OF HOUSE SEAWARD ------- U' SITE SECTION 21 �'J __1 Lr) SCALE: 1'=10'-0' Al (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) I.LJ r� v .o ACANN'A'TTU'S 2 7:Vi I Z I VE I?%%'()0 1)LA N F JACKSONVILLE.FLORIDA 11110NK M04):106-3727 Klll'Cl'F:Id41fF:Ll,ti01"CIL YF:L' 0 o� _ _; � � It---I r-- - — — — — — — — — -- - — — — — — — — — — — — — — — — — --- — -- — (M� LF- - - - - - - - — - -I I I / \ II I -H U) Fl F W U IF BRIDGE ALTERNATE IS ACCEPTED, REMOVE z THIS WINDOW & WALL BELOW SILL FOR NEW W DOOR OPENING I L F__ L REMOVE THIS w L =1 E: PORTION OF SHELF Ix I II & ROD Ij SUPPORT SECOND FLOOR WITH z SHORING AS DETERMINED BY STRUC. I I I i O ENGINEER UNTIL NEW COLUMNS & BEAMS ARE READY TO SUPPORT II I I w U) (EXIST.) L j > w F- F —1 1 F 'F 7 —1 REMOVE STAIRS & PORTION OF I— F T_ 7�_ F-1 1 CD I I � I I WALL UP TO NEW HEADER AS THIS PORTION OF REQ D lol rj 0 SHELF & ROD TO 1 _1 L 1 �� _ 1 - ' I L — — J I — -� 111 REMAIN SEE NEW GENERAL DEMOLITION NOTES PLAN Z 1. ALL DEMOLITION SHALL NOT COMMENCE UNTIL NEW W CONSTRUCTION OS COMPLETE TO THE POINT THAT THE OWNER MAY OCCUPY THE NEW HOUSE AND VACATE THIS HOUSE. 2. PRIOR TO THE REMOVAL OF ANY WALLS, CONTRACTOR F_ T SHALL VERIFY IF WALLS ARE BEARING OR NON—LOAD BE)ARING. WHERE BEARING WALLS ARE TO BE REMOVED, A COINTRACTOR SHALL PROVIDE TEMPORARY SHORING AS APPROVED BY STRUCTURAL ENGINEER UNTIL INSTALLATION OF ADEQUATE SUPPORTS. 0 3. CONTRACTOR SHALL EXERCISE CAUTION AND CARE TO o L PROTECT EXISTING ITEMS AND FINISHES TO -REMAIN AND SALVAGEABLE ITEMS OF VALUE. SALVAGEABLE ITEMS (DOORS, WINDOWS, APPLIANCES, FIXTURES,ETC.) SHALL BE TURNED OVER AND STORED AS DIRECTED BY THE OWNER. CH P (H P) FIRST AND SECOND FLOOR ....... DEMO PLAN F 2 DEMO SECOND FLOOR PLAN (EXIST. HSE K_1 '\ DEM0 FIRST FLOOR PLAN (EXIST. HOUSE 1/4'9 1 4 pt is—O)p 17 ISSUE DATE- 6/4/01 REVISIONS :Rm rr Dl (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) ro i I DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT A('_aN_ `1"11ILT SHALL COMPLY WITH THE ABOVE. t >, ► F..� 1 JACKSONVILLE.FLORID k 1.11(.)NF•:Ifq)d)306-:47 27 IVEW, a WINDOW LEGEND: DOOR LEGEND: •-- 3050 = S-0"WIDE X 5---0"HIGH 3050 = 3'-0"WIDE X 1 2 OPENING 6'-8"HIGH DOOR AS Aa O 49'-11 7/8' 9'--9 1/2" SH = SINGLE HUNG WINDOW PCT = POCKET Q J A = AWNING WINDOW DBL = DOUBLE ',,- LL F = FIXED WINDOW - --- - 2'-0' C = CASEMENT 43, a, nHP HP HP 1p'-o" ♦^ T PORTION OF EXIST. FOUNDATION TO - - — --- -- ------ V♦ y REMAIN - CAP OFF WITH PAVER SEt IN CEMENT MORTAR OR CONC. 10'-8" 11'-6" 5'-6" - 2'-8" _ 11'-6" 11 2" Z r ' 11'-4" 3'-0" 4'-8" 3'-0" V �/ I NEW REIN. CONC. STEPS do WALL AS NEW EXT. WALL 2X6 N 1 3050 SH 3050 SH j Q _.-..___ N �Am �_ — — _. U � NEEDED FOR CHANGE IN GRADE FRAMING - MATCH EXIST. I - I , r _I UPON REMOVAL OF THIS SECTION OFLJ MATERIALS + BATT INSUL Q 17 THE EXIST. HOUSE -^ - " "' `n t0'-0" 20'-2' 1 3/4" � 1$ 7" � 102 ia, �-, _._..._. DRYER VENT L2-T 3j4 ^ 5'-0" 1, 2 .. . _ I CL T a 0 - VERIFY �' N\1k _.. , � i` j I2q6 a ■ NEW OHS - - EXT. DOOR NEW WINDOW Eq 4'-0" Eq. �' 5'T2 /2" � I 3-0" ' a MATCH ABOVE WINDOW RE-USE EXIST. :r I --- _ a ONE PIECE ■ �'I N7 N f r.; wry 4'--2" 4'--2" TOILET � '� � � � , L I _ NEW GLASS - v 0 Q 9 3 4 "' ENTRY 2068'PCT O N� WALL ��OOR SHOWER DOOR - -- 3068 101 BEDROOM 7. 2 l 2'+ BEDROOM S � � _ . .-, . - � -..' . .? 1t' r , Z AGE D - _ — — 1 2 GWB ON do WALL 3- WOOD 2X4 _ — — — — FRAMING (I EXIST. Q I oLo CARPET ' CARPET _ AHU L ID6012 0 �n ■ rn' I I ■� . ...4 ._._._ .. - - a (EXIST.) -_ S 4 - SHOWER dc�R ' UP T 2N FL OR I --- -- - — —_ — _-DRAIN. - "+ C1 I N I I N 1 NEW r ._ _ �.• ■ I . i / - in 72.1168 I 0 A5 REq'0 (A5 DESIGNED BY STRUC. ENGINEER) I � 0" HALLWAY ' N EW a I Q o � - STAIR � � - -- . 104 I - _ . _. t -. . :. , ..._- i. .�_ '- I I I I CV i I µ N - - - - - - - - _. — _.._ _._.. — _.. - - - - ___. - - - - � 7 � � - - 0Ll r�— , , —_I �, 1 1 - — FILL IN EXISTING DOOR W/ i 5'X5' SAWCUT JOINTS _ C� MATCHING WALL MATERIALS ZAD -1M NON-STRUCTURAL IF _- — — r ATERIALS POOL DECK TYP. I I I I I I I CLOSE I o I o I� - - i m I I I i I I i I 106 I , I CLOSET 18 4- —i— � L _L � — L � - _ _ 1 I I V[ �, /v�I 4'-d" a 2'-0" a N I ° 1 ..� .` I : - , MASTER BEDROOM I - — I 2468 PCT 112 PATIO Al g ... I _ BEDROOM 105co uD 0 I " +MASTER BA . j� M I POOL I a �`°1 2 - i 10 2468 PCT CARP'T Z� r to co1 I � 1 ._.._ a- s' L _ 1 M N BATH . I CLOSET I 107 o 111 FIRST HP HP - - - - FLOOR 1420 C ■ ,i illl IIlli , Iilf' , �i �. ,. i � l � ii SII I , � � � � I �. � � II I I PLAN _ ...r 1420 C ------ -- -- -- — --- _.-- - 11'_6• 5'-0' 6'-91/2" 5'-0" 12'-81/2" - -- 14'-2" V-7" 5'-1 1/2' V-7' 6'-8" 10'-3" 6'-8" 1 2 -- - FLOOR 1 1552 Aa FLOOR 2 1521 LOFT 352 TOTAL 3425 GSF FIRST FLOOR PLAN A2 1 /4„ r V-010 ISSUE DATE- B/4/01 i, REVI NS1 A 2 _=r •{ f ct, (IF SHEET IS LESS THAN 22"X34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) L 11J i DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND .COMPONENTS AND THEIR MEANS OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. 27t8 HINTUNVOOD LANE JAC101,0YCILLE..FLORIDA 11110N11:(004):106-:1727 KI:1"19'F:It;q`IIF:LI.ti(li'Tf f.YF,"f Q 1 2 A8 A8 QJ �- LL -- - 2_0" 6-3" - - _._. - - - - - - - - - - - - - - - - - - - - - - - 8'-3" - 6'-- - - - - - - - - - - - - -- - -2'- - - - - - - - - - -9 3y - -- - -2'-0"- - - - - - - - - - - - - - - 7 Z V I \\ - - --- 5'-0' / I 5'-0' n \ 3050 SH 3050 SH 2840 SH 2840 SH 2 SH 3050 SH 30 SH 3050 SH ELEVATION OF WALKWAY DECKPT WOOD STEPS & HANDRAIL I - 1" BELOW EXIST. SECOND FLOOR AS RED'0 FOR DIFFERENCE IN I - r / AT THRESHOLD ELEVATION OF NEW TO IXiST1NG { N \ - �---- W/TRANSOM W ANSOM W/fRANSON� .; / I �.. W _ 11'-11 3/4" 23'-7' --- -- 7 .I \ REF. N . D. I Q V Z ADD ALTERNATE CONNECTOR I a, , \ PANTR 6'-3 1/2- ,fir I i V W N S-6" [CAB. 2'4' >> T" _r"r -i-�_r _r � ® � �� - - - - - - - - _--_ -... __ � R- L `o Q W - — I \ - 17' 5" I I I I I I II - s'-9" A11 S-6" 2'-0" / I W 1-- � rt ••-t —I--- r- T- •-T -� II II BREAKFAST, I I 5 - - - � ,Q J NEW EXT. DOOR IN EXIST. 11 I 111 I WALKWAY DESK II 202 \ I All 209G // LI - - - N WINDOW OPENING I I I I I I I I 212 I I — I — \ I, I I / Z z = o L -I- L L J- - - -- - - _ _ . - - ------- I \ KITCHEN A11 2 _ L I _ — — — — — — — — I \\ I \\ \ 201 / `✓ 5'-10" CI —3 —0`� � 2 r _ cn � CD � 1 — Z _ � � \ r O W - - -- --- \ I lu LDCD PANTRY NOTE IF ADD ALTERNATE CONNECTOR IS I \ NOT ACCEPTED BY OWNER, PROVIDE WOOD T FRAME STAIR AND LANDING WITH I \ POWDER HANDRAIL do GUARDRAIL PER CODE 1 ;'� 204 1680 I I FILL IN FLOOR WHERE STAIRS A100 I c+ - ��- - - � - - -' - - - - - - - � - < - -- HAVE BEEN REMOVED AND WINDOW LEGEND: "' / " / _. — _ _ I Z PROVIDE NEW WALLS AS SHOWN _ ,- " , " I // I \ \ I DEC ff 3050 3 0 WIDE X 5 --0 HIGH OPENING I / " I 21 W W I -- SH = SINGLE HUNG WINDOW I / / \ \\ o �— I (� m A = AWNING WINDOW `A I // `i DOWN TO ST 00 F = FIXED WINDOW _4_ / / EXIST. GUEST _ - ,� -� � _ 1_�, C CASEMENT , +� / — Lj 213 K - - - - - ----� — — DOOR LEGEND: / \ \ I I 1 i - I SI 3050 = 3'-0"WIDE X 6'-8"HIGH DOOR I `� I / I �, \ : j I N Al 00 r ' B LLIARDS I LIVING PCT = POCKET / -- I I = I , 207 I los \\ DBL = DOUBLE / � I m I \ I I I I DEN/MEDIA " I 'I \ m N -- ---.- --- - ___ - o EXIST. ELEVATOR TO REMAIN j 7" 17'-1" 4' 0" 6'-6 1/2" >/ CID ADD ALTERNATE BALCONY SEE NEW COUNTER & BASCABINET 36-WITH EXIST. WINDOWS), PROVIDE DROP-IN RANGE, ELEVATION - LL 2'-0" / 14' 1 1/2" I 2T— /2" k!_; I SECOND FLOOR AND SINGLE COMPARTMENT SINK, AND 3 DUPLEX I I / F< ! \ 6'-0' RECEPTACLES (GFGI) - - PLAN Lo I'll 178 77712717-281 3020 F 3020 F 3020 F 30!0 F S-0" S . 3'-0" \ 2'-p" 3'-0" 10'-8 7/8" g'-8" 18'-3" 5-4" 4'-8" 4'--0" 438' 10 0" , SEC 0 N D FLOOR PLAN '- 2 '-- t - - ---_ A3 1 /4„ 1 ,^o„ 8 ISSUE DATE- 6/4/01 REVISIONS- L .Y_ A3 �1 =f V �1. `-`I (IF SHEET IS LESS THAN 22"X34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) la; i DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT ACA:N'TlllTT SHALL COMPLY WITH THE ABOVE. 27:18 12IVR.I2t OOD 1.ANM: JACKSONVILIX,FLORID-% 1't 1 L)N k(004):S00-:1727 KR "1`TEIt*IIELLtiOI'TILN9V a 2 O_ A8 A8 0 z'-o" 43'- r Q J U. \- -- - _ --- _ _ - - - - - - ---T --- - - - - - -- --- - - --- .- -- - - _ - - - - - - - - - - - - - _ W. - - - - _. - _ :_ _ _ _ -_ - - - -- �� WINDOW LEGEND: Z U 3050 = S -0"WIDE X 5--0"HIGH OPENING SH = SINGLE HUNG WINDOW \\ ,'' W W A = AWNING WINDOW \ / �' ca U F = FIXED WINDOW C = CASEMENT \ " I � Z DOOR LEGEND: 28'-9 718 THROUGH ROOFATTIC N W .-.- --- - 14-10 -------- ---- / I a �„ � 3050 = 3'-0"WIDE X 6'-8"HIGH DOOR _ .>t'-a" s'-1t" 10'-7• PCT - POCKET \ — 3 — — -�=0 DBL = DOUBLE \ 3020 A 3020 A 3020 A Zi Z J \ \ CD CLOSET I : I / , I I Z I \ \ MVAC 302 I I ,' / I I (n 0 IbZA cn \ \ 16'--9 1/2�, I co \ \ L - - - - - --- - -- _. - - - - I a I `° \ \ ``\ Gl1ARDR�gL OPEN TO BELOW "' I a I - _ - -- - - - -- - - - - - - -- _.._. --- LOFT OFFICE // / 301 - - F - \ \ I ; W W r, �OO.WN TO I TCH N i A/ 77 7-1-711111.171 I HVAC I � // { L 3020 A — — A— — 3020 A I CENTRAL i VACUUM `\ I ATTIC I / ' I LOFT — iv I PLAN Ll - - - - - - - - - - - - - - - -.. _._ - - - - _.._ _.--. - - - _.. .-._ - - ..._. - - - - — — — — — __ - - - - - - — � - - - - - - - - - - - - - - - - -y 2 z LOFT PLAN A8 As A4 1 /4 is—ops �J ISSUE DATE- 8/4/01 REVISIONS Mr J "' (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) n ro W I NEW HOUSE DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH, THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS ANQ CLADQING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT ,E 1� E:1 SHALL COMPLY WITH THE ABOVE. A A T`s�'ll`I I T.7S, CI I 1 I'1`I.1C"VE-, 2739 RIN"PRIN'001)I ANE FLOiODA f 7C )( III l()NE(10)-1):106-:57-17 I{121"171.1tg11b:LL501•TILN91' _ Ll_i_L- 11 _ 1_ L is -_, 1 1 L ._I'µ _�T1.1�_!L�L .1 L,L. J_ L . i i _ I 1 1 1 r -- I I I. I II I I I � I 1 I_I i;!.11 i_,_ 1 �_1L.-!_1 ! I- 4� _I. 1 . IL_IL ! Il I I I I I -, III r1 .' ...L1_�i ! ;I,i' I IIL 111 I j I'I LI: I ..II Iu. L I ' I I ,-�-- 1. � iLI- _.. _ �_�} -. 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ISSUE DATE B/4/a1 11 L1.l.f - L�L LI-LI_l�_.:.-L., 1..1 -L--l�� T1I_ILI;I_aL_ I I_(,.I. I 11�i l IL. ' ! ! - I I 1 I _ 1 1 �. 1 1. �I _:_._I -- !�....� L.L _. 1 - ,... ...1_.I . a_1.1_ i ._1.L.__1 _1 I_i_ L-_I r.i�.. ..1 I L1 11_11 ' �J 11 I I ' I III i'I l I FIRST FLOOR REVISIONS cC1 I1__l- L_ 11- ll- I I �-L I�1 I I11_11- , I, i L1, 1_11..1 )-L1 LI IJ i ._I, 1 � � I '`I--�-�--� I 1 -�_I �_LI, 17 it l l�IIL I '+�--+ ,. � I L 11 1 1 _ - fJl L > SOUTH ELEVATION (BRIDGE ALTERNATE BASE BID SIM TO NORTH 1 = / 11 1/4' 1 --0 N EXISTING HOUSE A 5 (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) L (0 L1J L,.1 i DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 628-33,007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ___ _ ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SHINGLE ROOF AS SELECTED BY -_ - = `� ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION OWNER I I AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. A(c AtirrTTUS P.T. WOOD TRIM BOARDS dl: RAFTER _t Iz c'I I U I•.c rl.� TAILS lu 27:k4121\'F:l2\VOO1)LAYF: .r1('If40V\'ILLL,FLORIDA •I I O N E uma):06-:s7za KfRI"1"I'Eft$1)ELLFOL'('ILNUT i LOFT 1 i' I_' I ' L-1-1-11L_ 1 _l 1_ ' I " Q ' I I _ 1.1 , ._ __1_LLl--[ >L _L l 1� i._l1 SHAKES 1 1 r. _1 -� L. L I __ - f' � �r ' ' I.1-i, � �_[ . l�11i' 1. i l-I�T.1 '!_1 .�'_ I_I '.[_J1J 1 1 _ I j' I I II !i I r� II ' ^r I I II I I I I I i I I I j I I L I I I I I 1 1 _1 r �� __i, L 1} 1 l_ �.1 i-Li r i I I f I i 1 I I I �I i !.l- [1 Ll 1 �_1_I i ADD ALTERNATE BALCONY AND I J. 1 �(' 1 DOORS AS SHOWN ON PLAN i �..[.. . .11 i.l. .1. � I I: I. I I I I ••1. LL I� �._i�.. !,; 1 i_i_1 _1l_._I. L_ Ili (n a SECONd FLOOR 71 - - - - - Ii �> , ' I! 1 I I Ii1-L li .[. 11 [ til 1 _l. _ Il !. [ W }: I - - _.�._ i I , Z W it I 11 ! Q SPECIAL MUNTN PATTERN AS - - I I 4 I l.. _I L -11 0 SELECTED BY OWNER THIS WINDOW ONLY 3 PANEL WOOD DOOR WITH IMPACT l 1- __I 1 I___i L._I 1 ;!_ ! O W Tj RESISTANT GLASS IN ALL 3 LITES . 1 - ADD ALTERNATE: CONNECTOR AS �.. -1 i 1 _L I SHOWN ON PLAN i TI I I I Id!_' 1.1-LL 1 .- r L l FIRST FLOOR a Z - - a cn o oWC/) a z WEST ELEVATION COURTYARD BRIDGE ALTERNATE I-_ >Q W A5A 1/4" - 1'-0It Q NEW HOUSE > _ aU ZQ WW � m M o� FISH SCALE SHAKES HERE ONLYIr T -n1��T 1�TCl(Jl '.7�1C ADD ALTERNATE: CONNECTOR AS SHOWN ON PLAN T' LOFT 1.... '....I 1 11 1 ,1_ l.. I I I L_1 L: . . I I I 1L...1_ _. _.�- 11__l I �.. l __ a L _ �_; ._ 1_I L. _ _l 1 i.l L l .. ;..1_. .. _.__i_. 1_ r. 11. _a r ',. _.��L ,. L_..;_L�._ �. 1 - 1-� - -1 L L ,__ . : l,..., . ,L� ,. , I � ;� �: . � �' ,� - :,. >�} [ i�. l ADD ALTERNATE r I � 1 �' I .I i r �! �' I ! I , I 15 i I I I I' j i ' �, I II I ,I I I I I I I I ! I ' I' r - I I I i � � � i I � � ' I I � _ ..,I , � ' it 1 �.1 ,L i t I I :. �, i � �. ._ L i I 1L !! ELEVATIONS ' ►II i_'. 1 �_1 1..1 1► 1 1 11 .l I I �i DECORATIVE BRACKETS I' I l I . L I I _.. _... 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L>- ;- L, l - - FIRST FLOOR EXIST. \ EL Y705 6.78 -r, - ..- - ___. ___. - - ___, - ____ - - - - - - - ____ _.__ - - _.-. - - - - - - - .._ - - - { cj NORTH ELEVATION BRIDGE ALTERNATE t A5A 1/4" - A5A1 '-0" I� EXISTING HOUSE (IF SHEET IS LESS THAN 22"x34 IT IS A REDUCED PRINT, R LICE SCALE ACCORDINGLY) G U1 to LLi - LLJ NEW HOUSE NEW HOUSE C' 'IAAJ IC 1 7 Il r� Il i. r, 1_I_i� 1 SHINGLE ROOF AS SELECTED BY l „ i x (xr of rX. : t n. , i 1��`Jt lfiJfi�>J��l�C ��C��J�{1� „Jt)l J7�1 JC i il,i (`Jt Tl n T, r• ! J OWNER ()(,(JT.1t,} r�1r �� ` X ' K�. .�`'°' ��JC)��)l',l, l x\lr� T� it �`�'�`Tf /�f7l�flr� (' 'nl �1l;lrtJ�l Cir( fl, r- rr �t ,r`rCi ELEI IHI � �� \ 1 1, \ 1n.,xr Jl r, .�22<`III'1`l�.(•'L_`t r, fir\ �1,�)�'t P.T. WOOD TRIM BOARDS do RAFTER f r'' r ` r` 2738 RIVVI-MOOD I•ANE 1; 1 J�r T( i.. K d,,• �� '1V r < �X •I.\('ICti(�V�'II.L.I?,FLORIDA TAILS1�r.n. l � �7� xf r �.� 7 jJn (x i I►c>N!:((�lla):iflFf-:1717 J{�� 7(]', 1�' `1t J t r !t t 1(Tt Tt ri Filll•'L•L'Elt,�llEl.l.ti(ll'TII.VI�1' J� J Ill ltxTC �1 1C C �1(I 1C Xx( lr (� nr K� sCJtJrr� rfn \xtr K'i.,\ 11' Jl. .JI1 I i I... I LOFT �,�• < Cx �r�T C l II I_ II.i. .t -- �' n < t=�r^r �< LOFT r •�- l i I l i,. .._ l 1 , �t x f -NF1. rr^. r� , f rr ' 'T CJ(,1Crr`,IJC�r I A1C.%lJl• L -L .11. .1� i�--,1 .1�_ _1�L�J_ 1-1 '_.. .i�. .. r 'J`r( Xr," nC .^Jrtr f J >�I K n n. tin n. ti , !C X 11C C IOl! C C C 1� [�l l C I I ( 1;" J( '( it It r .a. �_� I I I i_.. lr , 11 11 I 1 Li I -ii�- �1 j --4 7i i .. ......1 -�, 1_ ..i. --1 .. i; �1 _.1 r.1L1 l_I 1, 1.. .1 _,, _ �l_� .L_�^}.. ..- ti. `i -- ; , 11� it I I I �.II i ■ ❑ 4; 1 �� i.�.1.' SHAKES TYP. II I i -I �; , li l a LILi FE11 FL] L-. l 1> _-- _L�L �, 4i- ; I II 1l.7t� .1 L_ _i 1Y �_Ll_I I _L �. El F1I I I I I,. --�� _l. ;- I II �l,,il ❑ 1...; �.L LL1 I_.�_i�_ .i._I... .. _�.i�.,. i.. ) I l._L, 1 Lim .> it a �❑ I I I I - �� iL I 1I.L.��- I � _ -j� IF BALCONY ADD ALTERNATE IS NOT 1 ! ( 11_I-i.. I_ I : 1 _:.i_11L. i..i. ACCEPTED BY OWNER, PROVIDE �1 F1 I F I I 1! I j (` ` WINDOWS INSTEAD OF DOORS HERE ILL I l L_ii l.!_i � _ _ _ ! _ � L L —� - i i i 1 ' _.. I � I i � SECOND FLOOR . ,i I I SECOND FLOOR (/ II I i' 4--_ .l i.)-1 ' 1 __ I{,+ I — .i i. I I I I I LL 1� Y _� __L_ L. l._: I I -� � li �I I t , } _ I III i Iii: I I I „ ,; I I I � i•11L�1 l I' is W !1 i L. _' l_' Ii -i I_ CD 3 ( ) 8X8 GLASS BLOCK WINDOW z I SPECIAL MUNTIN PATTERN AS i. j 1 wl�-jl (BELOW STAIR) r ' W SELECTED BY OWNER THIS WINDOW i l _ .�..�I1 Q ONLY ILL, - 3 PANEL WOOD DOOR WITH IMPACT I' .. i I i L I I STUCCO WITH 2' X 2' REVEALS OR Z 1 1 (�` RESISTANT GLASS IN ALL 3 LITES iI_I_I r STONE VENEER AS SELECTED BY 1 1.� OWNER > _.. ~i 1 I , I I � litii II_ I 1 1.1_> 1— !.L I i_ !1 l i. . , } II r I T 1.... L _�,....I L_l ...I _- 1 11._. r i 1 w 11 1.:- I1 .- tT. 1_� I FlRST BOOR L. L _ __ _ I .. I.I i I. I �� _. .. I ; � � 1 I !y FIRST FLOOR t L L—L !� �. 1�'" )t. , �1.. i- -- LLjl ! 2 WEST ELEVATION ICOURTYARD (n a 0 3 EAST ELEVATION A6 1/4" = 1 '-o" Z �-~ Il A6 1/4 00 _ 10—o" O W N �. w a F IT .i - - 0) NEW SHINGLE ROOF TO /J MATCH NEW HOUSE 11.,.- .... ...... .. .I,.,.,.al I NEW GARAGE DOORS do EXT. WOOD TRIM ILE Lj NEW SHAKES TO MATCH NEW HOUSE I I ELEVATIONS I i EXISTING HOUSE • I NEW DRIVE AND STAIR LA v i ISSUE DATE 6/4/01 DESIGN STATEMENT I REVISIONS- 1. EVISIONS 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" A6 WE,ST ELEVATION ( STREET)---- r-7 ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION 1/4 1 0 AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT A6 =� SHALL COMPLY WITH THE ABOVE, (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) ro �l / 1 DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 168-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. A(.!ANTrl'IITJS TOP OF ROOF ELEVATION %� . (! IcIItIILI141 ,II:-_ f T" 27atikl\'b:k11'U(lf)►,ANF: JACINIONVILIX FLORIDA 14 727 ll\)` l / \ll:a I(f2l(11'F.t I(SF'I,ti(llf'L'lIS\hl' 12 ILI /��llf /, LL i Z WWW t STUDY / LOFT 0 / W - c _ �--- - - ---- I _ + Z II I UQo I I Z I T.O. C.M.U. N I +20 - O A.F.F. O W Q — j P: >00 W ---- _ I I I 1 j ; ! CO Z 1 I Ate I ! � I . I j 00 I l \ = MAIN LIVING AREAS I I f o ICD ! 1 I Ln DECK I _ FIN. FLR. ELEV. +10'-21/4" A.F. 1 BUILDING r cl� - - SECTION Ln I I I I I HALLWAY 1 _ I N I v.. I I j CNJ Ln PATIO �.1 ISSUE DATE I 8/4/01 FINISH FLOOR ELEV. REVISIONSI 0, 0„ w 18.00' - .. - r B U,I L D I N G„ SEC TION 1 z 1-- 1 ----I- 1cr) A7 �2 - —o I „ I I 1 1 A7 (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) n (6 LLJ LLJ I DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7--88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH, THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT : C,lLNl-pllT78 SHALL COMPLY WITH THE ABOVE. •1. .t I>,'1' .- .,1. %738 kf%rFRWOOI)LANF: JACKtiONVILLL,IeLORIO,lk PllI )NK(004)7JOfl-37.27 KRI ITER 1JELLSOUTIL\F71' a t TOP OF ROOF ELEVATION // \ TOP OF ROOF ELEVATION - -+32'--8 1/2" I I +32'--8 1/2" O O J LL A9i O i z u F-~ w j. -r LOFT FIN, FLR. ELEV. I I j '`=+ I LOFT FIN. FLR. ELEV. cn 1I N ; 1 1 +20'-7 - - - -� - --- I �20'-�1 T Z W N 5 I I CEILING A9 I HEIGHT I l I A9 - I I A9 �" Z I BEYOND ► I (/� Q O I I *CD °° — I SECOND FIN. FLR, ELEV. I 1 SECOND FIN, FLR. ELEV.Lj a +10'-2 1/4" A.F.F. - - �+1T0'-2 1/4" A.F.F - I I I I O I I I I I I cm I I L'L. ------------ I I I I I I I I I 1 - I FIN.FLR ELEV. - 1 FIN.FLR ELEV. T I I _ \ / +0'---0" - 18.00' +0'-0" = 18.00' _ - - - - ' -' 1 BUILDINGSECTION s BUILDING„ SECTION i i i i Ag 1 /4 1 -OUI I I I 1/4 II II II 11 BUILDING SECTIONS C1J L<; ISSUE DATE- 8/4/01 REVISION81 cn c. l.J C:JI IC A8 IBJ ClJ CI 1 (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) J CC7 L1., r i r 1 PROVIDE 2" MIN. AIRSPACE v� f � PROVIDE 2" MIN, AIRSPACE PROVIDE 2" MIN, AIRSPACE BETWEEN R-30 BATT INSUL C J BETWEEN R-30 BATT INSUL - BETWEEN R-30 BATT INSUL AND ROOF SHEATHING TYP, r AND ROOF SHEATHING TYP. AND ROOF SHEATHING TYP. "VENT-A-RIDGE" OR EQ. CONTINUOUS PROVIDE 2X2 FURRING AT 12 1 \ f 12 PROVIDE 2X2 FURRING AT PROVIDE 2X2 FURRING AT RIDGE VENT WITH RIDGE SHINGLES ON EA. JOIST FOR ATTACHING �.. 18 EA. JOIST FOR ATTACHING 8 EA. JOIST FOR ATTACHING TOP INSUL C r INSUL, 1 `7 .. INSUL `„ 30 YR. SHINGLE ON 30� FELT 30 YR. SHINGLE ON 30# �,� 30 YR. SHINGLE ON 30# i 30 YR. SHINGLE ON 30 J ) FELT MOISTURE BARRIER 12 MOISTURE BARRIER OVER 1/2' CDX FELT MOISTURE BARRIER i C /� � FELT MOISTURE BARRIER �/ " PLYWOOD ROOF SHEATHING ON 2x10 OVER 1/2 CDX PLYWOOD ` CEILING JOISTS SEE OVER 1/2 CDX PLYWOOD �.. OVER 1/2 CDX PLYWOOD 8 RAFTERS - SEE STRUC. ROOF SHEATHING ON 2x10 .� . , STRUC. `'' ROOF SHEATHING ON 2x10 ` �, ROOF SHEATHING ON 2x10 ! RAFTERS - SEE STRUC. ^( �� 1`� CEILING JOISTS SEE / �r `� / AFTERS - SEE STRUC. - �J ry RAFTERS - SEE STRUC. , A('•ANr�� -qtr STRUC. -- -- ! 3/4' T.G. PLYWOOD �. `� � - --- ----------- ---------- - -- i f 1- \ FLOOR DECKING - 1�►��r•:►zwor,ri 1„�nF: / \ i Ir f(1(1NIYlk/(LrL()4)306-3727 PER V' J 2- ID k 0 2 ATTACH TD TRUSSES J- �� 2'-0 1/2' ?, 1 i PER STRUC. ! \ / �, ` hrcl.rr>r<yrlr:r r.sol rrr.�r�r J--1 L I 20X12' RIDGE BEAM SEE STRUC. Q 5/8” G.W.B. ON WOOD 10 I ry TRUSS JOISTS TYP. SEE r [ 'iI 10 DOUBLE 2X10 Q (� 4 CROWN MOULD AS HEADERS SEE STRUC. \ - SIHLIC. FOR FLOOR10 B'F SEEEeTED OWMIER TYP. K' Q FRAMING ( Al2 RIDGtoESECOND FLOOR SPACES A9 , , — 10SECTION � r 3 4 I < 3 ' I 4' CROWN MOULD AS / FRAMI G ON WOOD MUSS jOISTSI Al2 r SELECTED BY OWNER TYP. 2X RAFTER TIES MIN. Q II TYP, SSE STRUC. FOR FLOOR FRAMING SECOND FLOOR SPACES 4 AS NEEDED LL VINYL CLAD WOOD TRANSOM I i i 1 I WINDOWS NTH IMPACT 3 RESISTANT GLASS j Al ,A I 5/8" G.W.B. ON WOOD TRUSS JOISTS TYP. SEE Lo STRUC. FOR FLOOR FRAMING STONE MANTEL do HEARTH _ j I — 30 YR. SHINGLE ON 30 FELT AS SELECTED BY OWNER I WALL j MOISTURE BARRIER OVER 1/2" CDX p wW (BY ALLOWANCE) (1- i VINYL CLAD WOOD WINDOWS I I VINYL CLAD WOOD WINDOWS � � � ' j WITH IMPACT CABINET yVIT}{ IMPACT RESISTANT PLYWOOD ROOF SHEATHING ON 2x10 Q L 1 I I PAC RESISTANT BEYOND GLASS 12 RAFTERS SEE STRUC. Z GLASS I I J Al2 i )! N PRE-FAB FLUELESS GAS ! Ln ! j , CONT. EAVE VENT BETWEEN FIREPLACE WITH EXHUAST RAFTERS TYP. Q Z w�y THROUGH WALL - INSTALL ACCORDING TO MANUF. STATE do INSTRUCTIONS OCAL CODS ( x NJf� I _ �._ i SHAKES OVER MOISTURE BARRIER AND SHEATHING Z SHAKES OVER MOISTURE BARRIER AND SHEATHING I = t i ; SHAKES O4ER MOISTURE BATT INSUL TYP. ' BARRIER AND SHEATHING BASE CABINET C-'- VINYL CLAD WOOD WINDOWS Z F— r.� .'. -� WITH IMPACT RESISTANTio GLASS O W �., BATT INSUL. TYP BATT INSUL TYP. .C�='=; j I �_-=--- ..1. 1/2' CDX PLYWOOD WALL A2 > w u r� 5 �y� ! SHEATHING ON 2x6 WOOD Q Al2 j L-"` "� FRAMING SEE STRUC. FORcli Q 1/2" CDX PLYWOOD WALL �.. __ _ -- '...... . J L� ~ ATTACHMENT r b SHEATHING ON 2x6 WOOD / - � �:-Y, it 1 2" CDX PLYWOOD WALL SHEATHING ON 2x6 WOOD I [T��, - I MOISTURE BARRIER - LAP FRAMING SEE STRUC, FOR I [ _ � •'�� i! FRAMING SEE STRUC. FOR �f`-- � I ATTACHMENT - - _ � 12' BELOW T.D. CMU WALL MOISTURE BARRIER - LAP MOISTURE BARRIER -- LAP 'I1 3/4' T.G. PLYWOOD FLOOR W W 12n BELOW T.O. CMU WALL 12" BELOW T.O. CMU WALL I DECKING - ATTACH TO 3/4" T.G. PLYWOOD FLOOR I TRUSSES PER STRUC. W 3/4" T.G. PLYWOOD FLOOR I ; DECKING - ATTACH TO DECKING - ATTACH TO I TRUSSES PER STRUC. TRUSSES PER STRUC. 5/8" G.W.B. ON WOOD Y I 5/8" G.W.B. ON WOOD 5/8" G.W.B. ON WOOD S 0) TRUSS J015T5 TYP. SEE TRUSS JOISTS TYP. SEE TRUSS JOISTS TYP. SEE , STRUC. FOR FLOOR STRUC. FOR FLOOR ll STRUC. FOR FLOOR FRAMING II FRAMING FRAMING ii r P�l I�1 f I� I lil i� N I ,I o � I WALL 1/2" G.W.B. ON WOOD li 1/2" G.W.B. ON WOOD 1/2" G.W.B. ON WOOD FURRING WITH 1 1/2" RIGID I FURRING WITH 1 1/2" RIGID FURRING WITH 1 1/2' RIGID INSUL BETWEEN I N INSUL BETWEEN - SECTIONS INSUL BETWEEN iI cnco'co ',� z WALL SECTION SHAKES OVER P.T. 1x2 I'!� SHAKES OVER P.T. 1x2 I_�SHAKES OVER P.T. 1x2 A9 3/4" = 1 —O" !I� FURRING STRIPS AT 8" O.C. FURRING STRIPS AT 8" D.C. FURRING STRIPS AT 8' D.C.II� TYP. II TYP. TYP. MOISTURE BARRIER OVER --- MOISTURE BARRIER OVER MOISTURE BARRIER OVER 8x8x16 REINF. C.M.U. I EXTEND BELOW T.O. SLABV 8x8x16 REINF. C.M.U. 8x8x16 REINF. C.M.U. 2 SEE STRUC. II EXTEND BELOW T.O. SLAB ;� EXTEND BELOW T.O. SLAB it 2 SEE STRUC. II 2"- SEE STRUC, 6" REINF. CONC. SLAB 1x6 FIN. WOOD BASE WITH 14 FIN. WOOD BASE WITH Iii 6" REINF. CONC. SLAB 1x6 FIN, WOOD BASE WITH II 6" REINF. CONC. SLAB DESIGN STATEMENT OVER DAMPROOFING ON f 3/4" HARD WOOD BASE 3/f HARD WOOD BASE OVER DAMPROOFING ON 3/4" HARD WOOD BASE I OVER DAMPROOFING ON PILE FOUNDATIONS - SEE CAP C PILE FOUNDATIONS - SEE CAP L '�!I�I PILE FOUNDATIONS - SEE STRUC. 5TRUC. STRUC. 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE I� i! STANDARDS ESTABLISHED IN SECITON 16B-33.007 FLORIDA 7 FINISHED GRADE I l ADMINISTRATIVE CODE. tl FINISHED GRADE �� FINISHED GRADE ISSUE-, 8/4/01 E2 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN - - - r ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88, (JULY 1993) REVISIONS1 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS �n ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER 7 COMPONENTS AND CLAD 5 WALL SECTION r4 WALL SECTION 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND „ _ 3 WALL SECTION THEIR MEANS OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. A9 3/4 1 ._p A9 3/4 = 1 --�0 A9 3/4' — 1,r OA 9 lf LiJ I I (IF SHEET IS LESS THAN 22 x34" H IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) f, ro lJ_1 l l I DESIGN STATEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON 168-33.007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT SHALL COMPLY WITH THE ABOVE. PROVIDE CONT. RIDGE VENT WITH SHINGLES OVER IT - 'VENT A RIDGE' OR EQ. PROVIDE 2' MIN. AIRSPACE BETWEEN R-30 BATT INSUL AND ROOF SHEATHING TYP. PROVIDE 2x2 FURRING AT EA. MOIST FOR ATTACHING INSUL 2'-1' P.T. 5/4X8 RAKE BOARD 12 30 YR. SHINGLE ON 30# 8 FELT MOISTURE BARRIER r OVER 1/2- CDX PLYWOOD (3) WOW BRACKETS FOR ROOF SHEATHING ON 2x10 � \; RAFTER SUPPORT RAFTERS - SEE STRUC. 71 }\t -r'� %\ SHAKES OVER MOISTURE l BARRIER & 1/2' CDX \ 3 PLYWOOD SHEATHING Al2 1/2- T&G REDWOOD 2'-0 1/2' \ VENEER PLYWOOD PAINTED SEI: ELEV. i VINYL CLAD WOOD WINDOWS ' WITH IMPACT RESISTANT = 2 GLASS 30 YR. SHINGLE ON 30# \ Al2 SlM- FELT MOISTURE BARRIER \ OVER 1/2' CDX PLYWOOD \ ROOF SHEATHING ON 20010 RAFTERS - SEE STRUC. 2 ]2 RAFAl2 SIM BATT INSUL TYP. \ o 3 \ J� Al2 SIM SOFFIT VENTS 4'X12' LONG 1/2- G.W.B. ON WOOD FRAMING 2X8 BETWEEN RAFTER TAILS TYP. & 2X2 FURRING SEE STRUC. \� VINYL CLAD WOOD WINDOWS x WITH IMPACT RESISTANT \ "' GLASS - \� ALUM. GUTTER FINISH SELECTED BY OWNER - LENGHT OF DECK Al2 SIM + 6 ON EA. END - PROVIDE 4 DOWNSPOUTS TO BE LOCATED /1 \ BY ARCHITECT SHAKES OVER MOISTURE x \ BARRIER AND SHEATHING BATT INSUL TYP. SOFFIT 3/4 T&G PLYWOOD "I i rn 7 WITH V-GROOVES - 1/2 CDX PLYWOOD WALL Al2 EXTERIOR FACE CEDAR OR SHEATHING ON 2x6 WOOD j m COMBINATION CDX PLYWD. FRAMING SEE STRUC. FOR -rni COVERED WITH T&G CEDAR ATTACHMENT fl 1X6 MOISTURE BARRIER - LAP 1. VINYL CLAD WOOD WINDOWS 12' BELOW T.O. CMU WALL / -- -- - ---- - \ 6 WITH IMPACT RESISTANT GLASS Ir z X — o ICDWITH IMPACT RESISTANT -0 ! II N GLASS rn MOISTURE BARRIER OVER j &8x16 REINF. CMU rn cn $ Al2 P.T. WOOD GUARDRAIL SEE \ n ---- - ------- - ELEVATIONS & PLAN -- ---- ------ N I" 11f GWB EA. SIDE WOOD--' n BUILT-IN 3/4' T.G. PLYWOOD FLOOR SHAKES OVER 3/2" CDX ryl 2X WALL FRAMING WINDOW f; DECKING - ATTACH TO SEE PLAN T TRUSSES PER STRUC. PLYWOOD WOOD BEAM SEE STRUC. I N I PROVIDE PAINT-GRIP ALUM. FLASHING AT COL TOP SEAL I �I TIGHT TO COL SHAKES OVER RE 1x2 SLOPE TO DRAIN Ii �. I FURRING STRIPS AT 8' O.C. h' x - N TYP. L 3/4" T.G. PLYWOOD FLOOR DECKING - ATTACH TO TRUSSES PER STRUC. { 'y' MOISTURE BARRIER OVER I4; \ --- - 8x8x16 REINF. C.M.U. h 71 ExTEND snow T.O. SLAB +li . 1 g DECKING WITH 1/4' - \ - - -_ -- - �- 2'- SEE STRUC, 5/8G.W.B. ON WOOD Al2 1 JOINTS ON P.T. 2X8 a TRUSS JOISTS TYP. SEE lJOISTS SEE STRUC. ___------ ------------------- STRUC . OR FLOORFRAljl -------_-- ---- - — I� g• 5/8' G.W.B. ON WOOD ----- - ----- TRUSS JOISTS TYP. SFE SHAKES OVER P.T. 1x2 P.T. WOOD DECK STAIR W/ --- --- - - -- - - - VINYL CLAD WOOD WINDOWS STRUC. FOR FLOOR FURRING STRIPS AT 8" I 2X12 STRINGERS & 2X6 TREADS WITH IMPACT RESISTANT FRAMING O.C. TYP. (OPEN RISERS) PROVIDE 42 -_-- -- _ - -_- -_----- `N GLASS i ' GUARDRAIL & 34" HANDRAIL 1/2' G.W.B. ON -_--- _---- - -- -_-- Ili; WOOD FURRING WITH 1 { lil 1 1/2' RIGID INSUL CLAD COLUMNS IN P.T. WOOD — BOARDS & TRIM PAINT GRADE ------- - -- - ----- - - x BETWEEN { 1/2" G.W.B. ON WOOD FURRING WITH 1 1/2" RIGID I i � I INSUL BETWEEN cc PRE-HUNG VINYL I -- ------------ ----- - i . CLAD WOOD DOOR & ! _ FRAME WITH IMPACT ; � - \- ------ - - -- ! 1 1/4' THICK CLIENT RESISTANT GLASS IN STUCCO OR STONE UT€ S€€ - - - - - -- - -- ADHERED TO CICU WITH ELEVATIONS - - -- - _- --- - MORTAR & ANCHORS AS I REQ'D SEE ELEVATION AT I I k - - - STAIR TOWER ONLY 6' REINF. CONC. SLAB CLAD COLUMNS IN SHAKES ATOVER DAMPROOFING ON BASE I --_--- - --- ----- -� _2• "' ' _----.-- - _ -- __-- 6 REINF. CONIC. SLAB PILE FOUNDATIONS - SEE STRUC. # OVER DAIrIPROOFlNG ON PILE FOUNDATIONS - SEE - ---- - - -- - --- STRUC. ir = SLOPE TO DRAIN -- - ----- - -- CONC. DECK N 2 W LLECTION A� 1 Q 3/4 o» WALL SECTION A10 3,4" = V-0" f f ot � aD� to m Q0 > m RENOVATIONS AND ADDITIONS TO f �` -� m =� 1393 BEACH AVE. ATLANTIC BEACH, FLORIDA �y .7� CD EASTON RESIDENCE -4t- -r I �7 r' 7-1 �J iT T. f Y'u i✓ + '.".4 'Y •{1,� acY_ i'!P .J 17��'� i'4 ��ST �C � L'� .] �, � L� l . f i N N7 CNA 6. � u ® N N INK Q 00 F1 0 [H] MIC $7atS Itl�'1•:It,�(lUl> \F: co CO Q K-f0�' .1,WKSONN'11.M I:La1t1U., en d .. ... ....... .... . 0 00 0 00 1.11():x;1$M041:111(1-:17•.17 l � H — lila"1"CBIt;IiM:LLti(1l'TILVF.'1' REF DW o m . [VEN Q v \ / "' ;:� OVEN SHELVES WINDOW SEATING WITH HINGED TOP AND STORAGE a BELOW O 3 ELEVATION ELEVATION 1 ELEVATION - A11 1 /4>, _ 1,_of$ A11 1/4„ _ 1,_O„ A11 1 /4 19-01) 0 -w LL STAIR BEYOND--, r J PENDANT LIGHTS ry 1 V J T CWB ON UNDERSIDE SUSPENDED f OF STAIR EXHAUST HOOD N FSELVES z b c' DD oa o �� BUILT-IN DESKTOP OR _][!EN -cn P BOOKCASE BY 0 ER w w /W,U DECORATIVE-�_ ��L= i M WOOD BRACKETS z Q o , L \ / JF--ID W U � z o W 7 ELEVATION s ELEVATION 5 ELEVATION 4 ELEVATION Z a A11 1/4 pf _ 11—On A11 1/4 is — 1$—of A11 1/4 11 13_o" A11 1/4$1 T 11-0„ Z cn a o z L11 cn o a — � W a > _ ou zQ WW � m M 0) M r INTERIOR ELEVATIONS 1. r 7') ISSUE DATE B/4/01 REVISIONS1 C. CP M r-1 iL All lL1 (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) 0 r!1 1 i i VINYL CLAD WOOWINDOWS WITH IMPACT RESISTANTD GLASS MEETING / f -- \ I� WIND RESISTANCE PER CODE I INT. WOOD SILL & APRON / (11OMPH) TYP. 4 I I'I MOISTURE BARRIER AS SELECTED BY OWNER SEALANT TYP. j OVER 8x8x16 REINF. CMU INT. WOOD CASING AS P.T. EXT 1 M P.T. EXT. 1X WOOD TRIM SLOPED TO DRAIN SELECTED BY OWNER SHAKES OVER P.T. 1x2 FURRING STRIPS AT 8" - O.C. TYP. -- _ - - in C' - SEALANT TYP. :1 C`, \'rL`,I-T.L J \ IPAINTr \I2[7I11'(.'1Q[7'l ti , GRIP ALUM. FLASHING -- �\'i .- I r"I C� ,I,U'litii)Nvll.1.E,FLORlll.i _ I P.T. EXT. 1X WOOD TRIM �, 5 �, VINYL CLAD WOOD WINDOWS WITH i't►c>vla(f)04)af�lt-a7r7 KRf"CPE1WjELLS0 Tf1.NMT IMPACT RESISTANT GLASS MEETING \ - I P.T. EXT. 1X WOOD BLOCKING WIND RESISTANCE PER CODE SHAKES OVER (11OMPH) TYP. r I Ii MOISTURE BARRIER ! - ----- AND SHEATHING 1 WINDOW DETAIL (DORMEB) Q 5 WINDOW DET. TYP . SILL Al2 3" \ 1 I P.T. 5/4 WOOD DECKING WITH 1/4" JOINTS �ON ,412 3" = 1 '—�" 1 1 j I P.T. 2X8 JOISTS SEE STRUC. O I PT 1X8 TRIM BOARDS VINYL CLAD WOOD WINDOWS WITH jl I IMPACT RESISTANT GLASS MEETINGLL ! WIND RESISTANCE PER CODE j21/2' i 5 � �� (11OMPH) TYP. VINYL CLAD WOOD WINDOWS WITH //n� IMPACT RESISTANT GLASS MEETING V j I WINO RESISTANCE PER CODE INT. WOOD SILL AND SEALANT TYP. Z t ' INT. 1X WOOD CASING APRON AS SELECTED IB P.T. WOOD BLOCKING �✓ (110MPH) TYP. OWNER j P.T. WOOD LEDGER BEAM SEE STRUC. I SEALANT TYP. / "PAINT GRIP" ALUM. FLASHING PAINTED u,,,� W P.T. EXT. 1X WOOD TRIM EXTEND TO WINDOW TRIM 0 / , s DECK DETAIL I ! ,/4• FOR DRIP COUNTERSHINGLES�sHING z Al2 3" = 1 '—O" ! v / Gws 30# FELT UNDERLAYMENT V W P.T. EXT. 1X WOOD TRIM WN ` I I cr P.T. EXT. 1X WOOD BLOCKING/HEADER QJ Z 2 WINDOW DETAIL DORMER Q O OM ! L Al2 3„ _ 1,_0„ Z 6 WINDOW DET. TRANS S L Z Al2 3„ 1,_011 W O a SHAKES � W SHAKES MOISTURE BARRIER (FLASH AT ALL - " r+ ---- PROVIDE 2" MIN. AIRSPACE Ij MOISTURE BARRIER (FLASH AT ALL \ OPENINGS) Q BETWEEN R--30 BATT INSUL OPENINGS) ALUM. FLASHING CORROSION RESISTANT BIRD � 'i 1 SCREEN VENT AND ROOF SHEATHING TYP. I!II--i ALUM. FLASHING 0 U 12 PROVIDE 2X2 FURRING AT EA. P.T. EXT. 1X WOOD TRIM SLOPED TO r I `ti JOIST FOR ATTACHING INSUL �, INT. WOOD CASING AS DRAIN /f 2'_0 1/2» 8 �! P.T. EXT. 1X WOOD TRIM SLOPED TO SELECTED BY OWNER W 30 YR. SHINGLE ON 30 INT. WOOD CASING A5 DRAIN FELT MOISTURE BARRIER SELECTED BY OWNER z co OVER 1/2" COX PLYWOOD J z = ROOF SHEATHING ON 2x10 / --- lLn RAFTERS - SEE STRUC. � n - _ MOUNTED WINDAREA FOR IDE OW FRAME -� _ PAINT GRIP ALUM. DRIP P.T. EXT. 1X WOOD TRIM �. "n EDGE FLASHING (PAINT AS I ! -- COVERINGS (INSURE � 1/2* SEALANT TYP. SELECTED BY OWNER) BYPASS OF TRANSOM ` P.T. EXT. 1X WOOD TRIM ---, it � r P.T. 1X2 EDGE SILL) SEALANT TYP. 1/2.. IMPACT VINYL CLAD SISTANT GLASS MEETING WIND RESISTANCE PER CODE P.T. EXT. 1X WOOD TRIM 1/4" EXT. GRADE 3" 5" I 2 3/8" VINYL CLAD WOOD WINDOWS WITH 11OMPH) TYP, IMPACT RESISTANT GLASS MEETING . KERF EDGE FOR DRIP Y-GROOVE T&G PLYWOOD WIND RESISTANCE PER CODE 1 _ OR 1/2 T&G CYPRESS (11OMPH) TYP. SHAKES OVER MOISTURE BOARDS ( ) BARRIER AND SHEATHING 3 WINDOW DETAIL ( TYP . HEAD ) 7 WIND 0 W DETAIL (HEAD) WINDOW AND Al2 3" .— 1,_0,> MISC. DETAILS 10 EAVE DETAIL sILL s cauNETRTOP 112" Al2 1 1/2" -- 1 '—O" I I II I VINYL CLAD WOOD WINDOWS WITH / KELLY O E I! IMPACT RESISTANT GLASS MEETING & BAC SPIM , STONE I �' WINO RESISTANCE PER CODE OR OTHER MATERIAL AS VINYL CLAD WOOD WINDOWS WITH i i SELECTED BY OWNER 41 j i I (11OMPH) TYP. IMPACT RESISTANT GLASS MEETING WIND RESISTANCE PER CODE X) SILL & APRON ! SEALANT TYP' S, 1 3/4"� ;, (11OMPH) TYP. CTED BY OWNER _ / I) P.T. EXT. 1X WOOD TRIM SLOPED TO SEALANT TYP. i WINDOW SEAT DRAIN DRAIN 1X WOOD TRIM SLOPED TO SHOWN ON PLAN • _. _.. i Ln P.T. EXT. 1X WOOD TRIM � � . _� P.T. EXT. 1X WOOD TRIM P.T. EXT. 1X WOOD BLOCKING °b x I °° DECOR. WOOD BRACKETS P.T. EXT. 1X WOOD BLOCKING DESIGN STATEMENT ! " SHAKES OVER P.T. 1x2 FURRING STRIPS AT 8 AT MAX. 24 O.C. AS 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECITON �! D.C. TYP. SELECTED BY OWNER Ii'1_sHAKEs OVER ISSUE DATE 8/x/01 ' � MOISTURE BARRIER 16B-33.007 FLORIDA ADMINISTRATIVE CODE. L I i AND SHEATHING REVISIONS 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ASSOCIATED 1MTH A MINIMUM BASIC WIND SPEED OF 110 MPH. THIS ALSO APPLIES TO THE SELECTION AND SPECIFICATION OF OTHER COMPONENTS AND CLADDING. 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COMPONENTS AND THEIR MEANS OF ATTACHMENT SHALL a WINDOW DETAIL (SILL) 4 WINDOW DET. (KITCHEN SILL COMPLY WITH THE ABOVE. Al2 3" = 1'_0>, Al2 3" = 1'—O" (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) Lu Lt_. i d r __.T I � I I I j ELEC PANEL ' I I :1(:'r�iv�PTLIt7 KI I Hill 1 I i I � I i I I I I ' I I II RIVERWOOI)LAND: _. f.. .IAC KSONVIL11,FLORIDA 111U1M,(f)Ud).SUe».3727 TAU— ,�7T IrD I I" r — lil(I"ITEI<!$ISLLLS()L"L'f1.Y)C N i I : _.� �_. . ... t_ . I t CL T 9P � � �-. ' T 1. 3- 14 - r 1 _ - ► w MEN TR F 101 BEDROOM --� - - - BEDROOM 0 J I _ .-- ------- ---- ---r-- - - -- . _....._ �] __ -. G-_ -_ ^-� 113 _ LL i _ -- ---- '--- f 118 I �r � _ - - - - _ f T -- I II I T (EXIST.) L == _= UP T 2N FL OR - : -i �"-. _ _. o i I - __ -____- -_ __.__._�_ I 1' - J Z U _. STAIR ALLW 'Y I - -- W -1031- -- -- - - - - - u__104 - - -- I-._..._ -t--- - �.-- W P - - -- -I I� - - - � —WH 31 t D ---- - - - - .- - - -. - - _.. - - -.._ - - - - - ._.- - - - - ___... _. — - - - 11 �L� _ ® --- --- V W . . X I I i ' P p __ I I I I I I I I O cLos;�T I W I I I I I I I I I 106 I I CLOSET _ Q o -- - f. MASTER BEDROOM J BEDROOM I 11 PATIO r MA BAS cn $ _ ow T I I 107 - - - - -- a 1_ CLOSET -- -- 11 P P HP HP - DW . -I r - -r- � - - I II I I I I I I nl l IMI I l i ! I li 1117Il l i ' II ❑ a W f- m POOL. EQUIPMENT 0) M r FIRST FLOOR PLAN POWER 8c LIGHT A13 1 /4" _ V-0" ELECTRICAL LEGEND FIRST FLOOR POWER AND LIGHT PLAN 110 VOLT DUPLEX OUTLET - WALL MOUNT SZ LIGHT FIXTURE - WALL MOUNTED GFI 110 VOLT DUPLEX OUTLET - GROUND FAULT INTERRUPT 0 LIGHT FIXTURE -- CEILING RECESSED (DOWNLIGH IZ WP 110 VOLT DUPLEX OUTLET - WEATHERPROOF GF] LIGHT FIXTURE - CEILING RECESSED W -- - - - -. ... ._ T--� .� -. _....- -- -- - UG LIGHT FIXTURE - CEILING SUSPENDED PRE-WIRE. FOR CEILING FAN LIGHT FIXTURE 0 EXHAUST FAN /LIGHT FIXTURE - CEILING MOUNTED $ SWATCH EXT. DOWAVLIGHT - WALLMOUNTED 5OW INCANDESCENT YELLOW --- — - - - --- $'__ SWITCH - THREE WAY _ ® CABLE TELEVISION WALL CONNECTION _.._. LIGHT FIXTURE - -MOUNTED _. __. SWITCH - DIMMER - ___-- -'._._ ---- - � ^ EXT WALL LIGHT ON PHOTOCELL WITH OVERRIDE. - .® --T FYI �NOMOMTRAL VETER PANACUMN EL HOSE CONNECTION (WALL)..... ... _ - -. 1. -- - _ __ -- — - ----- --- _ - --- ..- --- (TO EQUIPMENT_ E ENT ON ROOF)_. _._ ►__. DUAL TELEPHONE ( DATA 5OW INCANDESCENT YELLOW --— ------ _ © -SECURITY CONTROL PANEL ® CABLE TELEIASION OUTLET �M EXT. DOWN LIGHT ON MOTION DETECTOR WITH MANUAL OVERRIDE DOORBELL (1 CHIME SECOND FIR & 1 AT FIRST) SAFETY SWITCH 5OW INCANDESCENT YELLOW _....._ Op POOL LIGHT ON PHOTOCELL WITH MANUAL OVERRIDE `J S SMOKE DETECTOR BELOW WATER SURFACE 12' [v ISSUE DATE) 8/4/01 tl' REVISIQNS1 C C) A13 f LJ 1.1J cl ` n (IF' SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) c ro L.L1 w i - - - - - - - - - _.__. - - - - - - - - - - - - - - - - - - ____ - ELECTRICAL LEGEND I 1 I / \ / I 110 VOLT DUPLEX OUTLET= WAIL, MOUNT_ ...._.. Q_. LIGHT FIXTURE - WALL MOUNTED - \ / I GFI _ 110 VOLT DUPLEX OUTLET - GROUND FAULT INTERRUPT 0 LIGHT FIXTURE CEILING RECESSED (DOWNLIGHT� \ I WP 110 VOLT DUPLEX_OUTLET - WEATHERPROOF (GFI ... _ - l.1GHT FIXTURE COLING RECESSED.(WALLWASH). LIGHT FIXTURE CEILING SUSPENDED_ - _ PR_EW1RE FOR__CEILING FAN LLIGHT FIXTURE $ 0 EXHAUST FAN LIGHT FIXTURE - CEILING MOUNTED EXT. DOWNLIGHT WALL MOUNTED SWITCH - THREE WAY D LIGHT FIXTURE - WALL OR CELL. MOUNTED FLUORESCENT ® CABLE TELEVISION WALL CONNECTION 2738 iAtiN: JACNI,'ONVILLE,FLORIDA SWITCH - DIMMER a m CENTRAL VACUMN SYSTEM HOSE CONNECTION WALL I•t►c)ti),.,nn.t)300-:1717 _. .._ _ __...._. _ _ --- .. __. _. .. . .__. -------- - - - -------- - _...---- -- __---._ __ -- ._. .._ _ .. -- -.. _ ETER _ _. _ .. _ (WALL) -- ._ is'rct:ii'�tit;i.isoil•it.\t�C EXT. WALL LIGHT ON PHOTOCELL. WITH MANUAL OVERRIDE ® ANNOMOM PANEL (T0. EQUIPMENT ON ROOF) \ / I 0. DUAL TELEPHONE [ DATA 50W YELLOW INCANDESCENT TYP - _-© SECURITY CONTROL PANEL _. . \ CLOSET \ \ RVAC 302 __.� gAFETYfTELEV ON OUTLET 0M EXT. DOWN LIGHT ON MOTION DETECTOR WITH MANUAL OVERRIDE EQI - DOORBELL (1 CHIME SECOND FIR. & 1 AT FIRST) -S - _._-..__.LND _. - -. ... _ _. INET IN 50W YELLOOW INCANDESCENT TYP. TRANS. IN CAB LAUNDRY C3POOL LIGHT ON PHOTOCELL WITH MANUAL,OVERRIDE r\,\'T21 S IT H T \ \ I , , _. .. SM01(E DETECTOR.._.. _ - BELOW WATERSURFACE 12' D LOR \ L- - - - ---- - - - _ -- - - - -_ NOTE: 0 \ \ — A 40MOMETER / I PROVIDE ESTIMATE FOR LIGHTNING SURGE J I - - - - - � /}--- -- - - - - - - — M NTED ON �� - - -_ _ _ — _--- - - I I LIGHTNING/SURGE LOFT 0 O � \ I PROTECTION TO OWNER AS A LINE ITEM ADD LL / 3 ROOF\,\ \ I ALTERNATE FOR CONSIDERATION W DOWN TO ITCH N I TO MA ER BEDRIOOM I Z C.) i 3 I. W W �/ bIGAC HVAC I \ \\ _ J I Q m V \ Z L Xi I �� I . I \\ I ❑ V W oL - - __._ - - - - - - - - - --- - to VACUUM `\ i D W � J I `, I z (n / \ I 0=Now W Q - - _ - �. _.._ - - - - - - - - - _ _ �_.._ _ - _ - - _ _ - - - - - - .__._ - - _ _ - __._ _._. _ _ - - - - - - - - - - - - - - - - - - - - - z LOFT PLAN POWER & LIGHT j GFI A14 1 �4' = 1 , 0„ I \\ REY — D. , I 0 / I PANTR i \ 3 GFI RAN E FI -i- - �- T � r 7- BREAKF'ASI\ E - - INING / E] I 1 4 SfI (WALKWAY DESK 202 \ 1 OD - - - 2� / ( I I I I I I 212 I I I GFI 20s I I I 1 1 1 1 1 1 II —I__ — _- � — _ � � + \ KITCHEN } - -.:. - - - - __ - - -- - - I 3 $ \ 201 Q DDD \\ I u Lo PANTRY 211 POWDER" \ I` 204 SECOND FLOOR/ IA- DECK LOFT POWER AND / I 210 LIGHT PLAN / I \ 03M To EXIST. GUEST - — � / BW DS I _ J — —I--- LIVING I 7 I \ I I D N MEDIA \ 05 I \ I _ I / I `\\ I ISSUE DATE- 8/4/01 REVISIONS r' rr " (S1 1 SECOND FLOOR PLAN POWER & LIGHT Lj A14 1 �4„ Al (IF SHEET IS LESS THAN 22"x34" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) LJ LLJ i DESIGN CRITERIA REVISIONS BY DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE SIMILAR SIMILAR ASCE 7-88. (BASIC WIND SPEED 110 MPH) 4 5 _ %( LIVE LOADS_ S-2 S-2 ROOF & CANOPIES 20 PSF 55'-8" FLOORS 40 PSF - --- -- - BALCONIES 60 PSF 43'-8" 12'-0" ALLOWABLE UNIT STRESSES -_- _- CONCRETE: (PER ACI 318) MASONRY: (PER ACI 530) STRUCTURAL STEEL: (PER AISC) I I I -�1- - L..... . _.... -...��; _ ._ _ . . .. ,�J�� __._.._. . /�J_`._._.. -- / ♦ rL\ CONCRETE: i i ___w _ _ L GRADE BEAMS, PILE CAPS f'c = 3000 PSI PILE F__ -_-_� �/ r---�._...-_ ---_ ------._..-----�� 1 r---------- ------ -�\ �/ I - _ _---------____ _ r. ! \ �1 � ;4'/ r....__-._ ------------- \ �1 STRUCTURAL SLAB f'c - 3x00 Psi AUGERCAST PILEING f'c = 4000 PSI I I r--_-a L, I r L-I I J L, I �J L__� _.� I __J L_ I CMU CONCRETE GROUT f'c - 3000 PSI I I I I I I g I 2 PC EL. +17.33'�1GVD EDGE OF SLABT MASONRY f'm=1500 PSI REINFORCMENT ASTM A615 - GRADE 60 I I I I I I i I I i i I i I I I I m v� o I STEEL BOLTS ASTM A325 I I I I I I ! I 6 1 in I- 8 TUBE STEEL COLUMNS ASTM A46 w w m S-2 ALL OTHER STEEL ASTM A36 L - I I I I I I o I WELDING ELECTRODES ASTM A-233 E-70XX I � I _ _I o I CONCRETE SLA i I CONCRETE SLAB 1 I 6" CONCRETE SLAB 1 I 6" CONCRETE SLAB I I I 6" STEP 0 o o I SOIL BEARING PRESSURE 2500 PSF d - - o j I I iI I ` I I I z = I AUGERCAST PILES � DIRECTION OF #5'S I i DIRECTION OF #5'S I I DIRECTION OF #5 S I p U c,1 j I I #5 '� 12" O.C. BOTTOM I I #5 ® 12" O.C. BOTTOM I #5 0 12" O.C. BOTTOM I � � v w '^ � w I 1 I I I I o eU I 1) MINIMUM 14" DIAMETER - w Wz a I I I EL. +18.00' Nov I ; ; I I I I I I I 1 1 1 1 2 MINIMUM TIP ELEVATION 12.00 NGVD Ld p af TOP OF SLAB ( I I I ! I I 3 ADD 5-#5 x 25'----0" w/ #3 TIES AT 12" O.C. �- w bj OJ I I I I I I t I I 4 ADD 1--#7 x 10'-0" w/ STD. 90 DEC. HOOK AT CENTERLINE OF PILE AND EXTEND Q z w I I I I ! I EL. +17.50 NGVD I V-7" INTO PILE CAP. a I t I I TOP OF SLAB I _ I I 5) CONCRETE f'c = 4000 PSI ¢ v I I I J I i --J I 6) PILE CAPACITY SHALL BE 40 TONS. L ¢ W r 1 ! r r 1 r- -----J I v -' -,: . . .L^_-�- ,� \ I I /� ♦ I I 1' ♦ I I 1� ♦' r ♦1 i REINFORCED CONCRETE [Y U w 1---L _ _ - — _ _ a--F- _ _ _ I , --- � PILE -j PILE -/y I I �I! I 1 ��/ I I�� / I I I \�� ; -- ----- r \� i/ I- ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF W co O - - ► I ! I I I , - -- y�- = {----_-� ; l ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW -7- 0 _ �� I ! ! " L{ AND APPROVAL OF THE STRUCTURAL ENGINEER. - O r L, rJ L� �.J -� j I O EL. +18;00 GVD I I UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS v TOP OF ; SLAB ! I I I FOLLOWS: c Z „ .... . � STRUCTURAL SLABS 2" � v 10 j_{ I I GRADE BEAMS AND PILE CAPS 3 I 6 O�JCRE!TE SLAB I I _ _. _ I i _ _ _. ._. _._ _ .. ..._ _.. _I _. . ._ i - - -. --- - - .. .. _. _ .I L. �.. .. �_. cn:� _ _. _. � » -DIRE >�ON'.OF #5'S I I I I I I I I -i �n I I _ STRUCTURAL CONCRETE COLUMNS 2 I I I I I I I I I I , I I I 2 I I Im ��- i I I 1 is _ SLAB ON GRADE ENTERED #5 @ 122 , O.C. BOTTOM I EL.. +18.00 NGVD uj w ; I I �- C o I ;� I j I I OP OF SLAB I I S 2 j w o v ! 1 I O ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE II I I I I I I I U zz O S 2 I I O in FABRIC SHALL CONFORM TO ASTM A185. z � I I I � I I I I I I I I I I I I I p v N - I I I ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. iI-- ---_ _ ----- L-----�-•----------•-----------__�,. --- L_-__..........,..-----------_..._. -------- -J v w ._..,.______._...-_____... _ ALL CONCRETE REIMIFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED _ o I I AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES I I f - I - _ ri Lo i f _� _ ___--- -- I r�----_ _--_ ____ __ --� j ,I 1 I AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD ! I I I I I �'----j --- -- ------------_____.__ _.__ __ ___�_� I i i j I I I I PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS I I I� i ' I I ! I i I I i � ! I L_ I I SHALL BE PLASTIC DIPPED AFTER FABRICATION. � , 1 2 rJ L, f J ! i L1 - -j r1J I ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ♦ --5-� �iT'♦ j I _I OF ACI 318, BUT IMI NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL 'T S-2 I / T-♦ I ' ' I err♦ I I I /ter♦ /tet"♦ I WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. A--� PILE - -_�—____ ` �/ I . �/ I I ♦ �/ I 1 I ` �- ,. ./ �� I I I S-2 I -- -------------- _ -----, I MASONRY L rJ L� rJ ! L� rJ L- I EL. +18.00' NGVD I I ► 1 I ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C9D GRADE w I I I I i I I I TOP OF SLAB EL. +17.50 GVD 2 I I N-1 HOLLOW CONCIRETE MASONRY UNITS WITH ASTM C270, TYPE "S' MORTAR. ' I I TOP OF SLAB [.� 5 I I I ! ; I I ! I I S-2 ! " ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL _._. . ► I I I I I i 1 -8 WITH 1#5 AT: Z S-2 I I I I I 6" CONQ13ETE -SLAB -- I I I 6" CONCRETE SLAB I I i 6" CONCRETE SLAB I I I ' 1 1 I I I I I I I Q EL. +17.33 NGVD • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, W p DIRECTIO OF 5'S I, I DIRECTION OF 5'S I I DIRECTION OF 5'S I 1. - �- EDGE OF SL EACH SIDE OF CONTROL JOINTS, uj cr 6" CONCRETE SLA I �, # L I # I I # I v) �p I _ AND AT A MAXIMUM SPACING OF 3'--•4" O.C., LION. o �_ T" I #5 ® 12 C .C. BOTTOM I' I #5 C� 12 O.C. BOTTOM I I #5 C�➢ 12 O.C. BOTTOM i I w w m I o, w L w v I I LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. Q - Zo o = a `° I I 1 i' I I I j i I I S-2 z o j r GROUT ALL CELLS (CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO Q W U Q �- I I EL. +18.00' N V i I' I I I I p ~cv I NOT BEGIN PLACEMIENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND �-- � w r ! TOP OF SLAB "1 I ! I i ; l I I STEP c� U r w m I APPROVED. f° �' FILL ALL CELLS BELOW FINISHED GRADE. z g I I Q on U � S-2 I [] a� z SLOPE 2 I PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN O " L_ L J j - t -- -J ADDITION, INSTALL ,JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND Q i I r I 1 r I r I r-- fi- I r I BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. U� I I I I I i I LAP JOINT REINFORCEMENT 6" MINIMUM. ♦ �____._...--____ . i_-_� � -__ 1 __-___- ___�._.._--______J /; I L_ _. ___-________ __.. -_ -J / / I / / _ L___T____-__ __J ALL PRECAST OR P'DURED LINTELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM LL LliWITH # TIES ® S AS A MINIMUM ( a ) .r _.. ? ♦ i ♦ I. ` AND HAVE A MINIMUM MASONRY END BEARING OF $" 'T (' '1• 'T I I _I 3 MASONRY WORK SHIALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. F I1 -0" 2'_6" rl 2 PC 5UFPLEMENTARY N�QTES 2'-0" 5'-2" 12'-0" 12'-0" 12'-0" 12'-0" VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. >, COORDINATE OPENIINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, 5 4 5 1 _3 ELECTRICAL, AND PLUMBING DRAWINGS. PILE PILE PILE PILE S-2 S--2 PILE PILE PILE PILE S-2 PILE THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR SIMILAR SIMILAR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, SSR ANY OTHER PERSONS PERFORMING WORK, NOR FOR DENOTES LOCATION OF AUGER CAST THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. PILE WITH STD. 90" HOOKS ON ALL #5 PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID FOUNDATIONPLAN BARS EXCESSIVE ,S'TRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. SCALE: 3/8" = 1'-0" WIDTH EXPOSED WOOD DECK IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, .OR UNSTABLE SOIL, PILE CAP, SEE SCHEDULE ALL EXPOSED DECK LUMER, TIMBER AND POSTS SHALL BE PRESSURE TREATED THE ENGINEER SHALL BE NOTIFIED. 1) EL.+18.00' NGVD TOP OF CONCRETE SLAB IN ACCORDANCE WITH AWPA STANDARDS. C-2 AND C-14. THE PRESERVATIES 2) STRUCTURAL CONCRETE SLAB SHALL BE 6" THICK W/ #5 C� 12" O.C. 0 ►� SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND WOOD TRUSSES N TTW-536 AND AWPA STANDARD P--5. BOTTOM SPANNING EAST/WEST DIRECTION AT ALL INTERIOR SLABS AND TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, NORTH/SOUTH DIRECTION AT ALL OCEANSIDE PORCH SLABS. ALL EXPOSED DECK LUMBER, TIMBER AND POSTS ABOVE GROUND SHALL BE DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. 3) INSTALL #5 VERTICAL DOWELS W/ STANDARD 90• BEND INTO SLAB PILES, SEE 3/S-2 0.40 CCA. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA DRAwN ALIGNED W/ ALL VERTICAL WALL REINFORCING INDICATED ON "FIRST PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS MLC FLOOR WALL FRAMING" ON STRUCTURAL SHEET S-3. PILE CAP SCHEDULE ALL LUMBER AND TIMBER SHALL BE SYP N.2 AND BETTER (MINIMUM), WITH AN DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. CHECKED REINFORCING ALLOWABLE BENDING STRESS fb=1200psi, IN ACCORDANCE WITH SOUTHERN CCK 4) TOP OF PILE EL. +16.33' NGVD UNLESS NOTED OTHERWISE YELLOW PINE INSPECTION BUREAU GRADING RULES. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE MARK LENGTH WIDTH DEPTH LONG SHORT DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. DAT 1 PC 2 -6 2'-6 2 -0 3- 5 3- 5 ALL EXPOSED HARDWARE SHALL BE 316 STAINLESS TEEL. BOTLS SHALL MEET ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS 6/1�01 � 2PC 6 -0 2 --fi 2 -0 6H- 6 8H-� 4 REQUIREMENTS OF ASTM A-276 OR A-493. 316 STAINLESS STELL NUTS APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR SCALE I ADDITIONAL NOTES NOTES: SHALL MEET THE REQUIREMENTS OF ASTM F-594 316 STAINLESS STEEL. ALL ZONE PRESSURES. AS NOTED 1_ THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 1) 'H' DENOTES 180' HOOK AT BOTH ENDS OF ALL BARS. EXPOSED NAILS, WASHERS, AND HARDWARE SHALL BE 316 STAINLESS STEEL ROOF TRUSS DESIGN CRITERIA JOB NO. _� 1 fiB-33.007 FLORIDA ADMINISTRATIVE CODE. (UNO). LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2a PSF E01-078 2) SEE PILE CAP PLAN ON SHEET S-1 FOR DIMENSIONS TO I 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, CENTERLINES OF PILE CAPS. „ „ �EAD LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 PSF SHEET � ANSI/ASCE 7- 88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 3 6 STAINLALL NAILS ESS Fs��N THE 2x6 DECKING SHALL BE 10d RING SHANK TYPE MIN. DEAD LOAD_L. TILE HROOF ALT SHINGLES. . . . . � � � � � � � � � � � � � � � � � � _1� PSF TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. PILE CAP DETAILS WIND UPLIFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER ASCE 7-88 1 DETAIL ALL NAILS TO FASTEN EXPOSED DECK FRAMING SHALL BE 12d RING SHANK N 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE TYPE 316 STAINLESS STEEL. BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. S - 1 4 DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR COORDINATE ROOF AND FLOOR TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT 0 BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. S-1 SCALE: 1/4" = 1'-0" ALL SEMCO UHPGA28 JOIST HANGERS AT EXPOSED DECK SHALL BE TYPE 316 SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STAINLESS STEEL. STACKS, PIPES, ETC. SHEET 1 of 7 y f4 ® 12" O.C. #5 ® 12" O.C. BOTTOM #5 @ 8" OC #4 ® 12" O.C. #4 0 12" O.C. #5 .0 8" OCREVISIONS BY #4 C� 12" 0.C.EMPERATURE TOP TEMPERATURE REINFORCING TEMPERATURE TOP TEMPERATURE REINFORCING PROVIDE STD 90' HOOKS ON ALL #5 REINFORCING 1/3 5P N TOP REINFORCING REINFORCING 1/3 SPAN TOP REINFORCING BARS OF PILES DENOTED WITH 2-#4 SUPPORT 2-#4 SUPPORT HOOKS NOT REQUIRED OTHERWISE EL. +18.00' NGVD C° EL. +18.00' NGVD -� TOP OF SLAB 0 0 - TOP OF SLAB ° _ T PILE VARIES 0 0 0 0 0 0 • 0 0 0 0 0 0 (p o 0 0 0 0 + o 0 0 0 0 o Cp SEE PLAN 6" STRUCTURAL -0i �� iA #5 ® 8" OC 6" STRUCTURAL 6" STRUCTURAL Q C 6" STRUCTURAL CONCRETE SLAB CONCRETE SLAB N �� i; BOTTOM CONCRETE SLAB CONCRETE SLAB Ld #5 @ 8 0 GRADE BEAM REINFORCING - T- ;� PILE CAP AT SINGLE c) BOTTOM JLEL- +16.50' NGVD PILE, SEE PLAN FOR #5 ® 12" O.C. BOTTOM BOTTOM OF GRADE BEAM CONTINUOUS THROUGH LOCATIONS EL. +16.00 NGVD l'-6" '`� PILE CAP, SEE SECTION BOTTOM OF PILE CAP #7 x 10'-0" LONG, MONOLITHIC CONCRETE GRADE BEAM REINFORCING, CENTERED, EXTEND 2/S-1 GRADE BEAM, SEE PLAN 4-#6 TOP & BOTTOM w/ „ OUTLINE OF GRADE #3 TIES © 18" OC 1 -7 w/ 90' STD /v HOOK INTO PILE CAP BEAM BEYOND, SEE SECTION 2/S-2 =;r ABOVE / 14 � AUGER CAST PILE 3-#5 EACH WAY 1, 2„ PER DETAIL 3/S-2. SEE ABOVE PILE PLAN FOR LOCATION. TOP 14"0 AUGER CAST 2'-6" OF PILE EL.+16.33' NGVD GRADE BEAM AND STRUCTRURAL SLAB PILE w/ 5-#5 x 25 " '-0 LONG w/ #3 TIES ® 12" 0 PILE SECTION Z-' SINGLE PILE CAP AND STRUCTURAL SLAB z `� SCALE: 1 /2" = 1'-0" ^iw ¢ SECTIONK�2� SECTION = zWO -- W7) _.1 S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'--0" o < Q j u- 8" CMU WALL W/ VERTICAL 8" CMU WALL W/ VERTICAL ►n ¢ ¢ REINFORCING, WHERE SHOWN REINFORCING, WHERE SHOWN U 0 Q W ON PLAN ON PLAN BOT PILE -D O CO 2- 4 SUPPORT W 2-#4 SUPPORT 1-#5 VERTICAL DOWEL W/ STD # 1-#5 VERTICAL DOWEL W/ STD EL. -12.00 N.G.V.D. � (n 0 J 90' BEND INTO SLAB, ALIGNED 90' BEND INTO SLAB, ALIGNED Z 0 � � #4 ® 12" OC #5 ® 12" OC W/ WALL REINFORCING ABOVE #5 ® 12" OC W/ WALL REINFORCING ABOVE TYPICAL PILE 0 ? o TEMPERATURE TOP W/ STD 90" BEND TOP W/ STD 90' BEND ¢ Y REINFORCING 1/3 SPAN TOP REINFORCING #4 ® 12" OC 1/3 SPAN TOP REINFORCING ~ TEMPERATURE 3 ELEVATION "—' o Q REINFOFCING c) EL. +18.00' NGVD `� SEL. +18.00' NGVD S-2 SCALE: 1/4" = 1'-0" U TOP OF SLAB TOP OF SLAB 0 0 o a e 0 0 0 0 0 • • " #5 @ 12" O.C. ---------- \ BOTTOM #4 ® 12" O.C. 6" STRUCTURAL #5 ® 12" OC 6" STRUCTURAL �I �� #5 C� 12" OC 6" STRUCTURAL _� ¢ #5 ® 12" O.C. TOP TEMPERATURE COCNRETE SLAB BOTTOM CONCRETE SLAB w " ; BOTTOM CONCRETE SLAB W/ STD 90' BEND REINFORCING 6" STEP OUTLINE OF GRADE _ EL. +18.00' NGVD �, 6" STRUCTURAL TOP OF SLAB CONCRETE SLAB BEAM BEYOND, SEE d EL. +16.001' NGVD 1' -6" "� EL. +17.50' NGVD SECTION 5/S-2 BOTTOM OF PILE CAP MONOLITHIC CONCRETE EL. +16.50' NGVD _ TOP OF SLAB V) GRADE BEAM REINFORCING 1 2" PILE CAP AT GRADE BEAM, SEE PLAN BOTTOM OF GRADE BEAM o � SINGLE PILE, CONTINUOUS THROUGH SEE PLAN FOR GRADE BEAM REINFORCING, c0 _� Q PILE CAP, SEE SECTION LOCATIONS # / EL. +16.50 NGVD 4- 6 TOP & BOT. W BOTTOM OF GRADE BEAM 5/S-2 #3 TIES Q 18" OC #5 ® 12" O.C. TOP W 3-#5 EACH WAY 1.-3,. 14"� AUGER CAST PILE GRADE BEAM REINFORCING, -/ 2'-0" Q ABOVE PILE PER DETAIL 3/S--2. SEE 4-#6 TOP & BOTTOM W/ #4 @ 12" O.C. TEMP PLAN FOR LOCATION. TOP #3 TIES @ 18" O.C. REINFORCING 2'-6" OF PILE EL.+16.33' NGVD GRADE BEAM AT EDGE CONDITION #5 @ 12" O.C. BOTTOM C ) W 70 SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM Wy/ 6 " STEP Q z W ¢ 0 V J Q W 0 4 SECTION S r5 SECTION 6 ECTION zcn S--2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" - 1'-0" O W ¢ v LL U W d m W m ADD 6-#6x5'-6" TOP, r7 F--- #5x12 0 W/ STD 90' ADD #5x6 -0 w/ STD. 90' BEND W #4 ® 12" OC BEND AT ONE END ® , " LONG DIRECTION AT ONE END ® 12O.C. TOP GRADE BEAM REINFORCING O a; Q „ � TEMPERATURE 8 O.C. TOP 6 STRUCTURALCONTINUOUS THROUGH PILE �-" ¢ REINFOFCING CONCRETE SLAB 6" STEP ADD 8-#6x3'-O" TOP, SLOPE SHORT DIRECTION CAP, SEE SECTION 6/S-2 C� Z a ° � ° ° EL. +17.33 NGVD rLEL. +17.33 NGVD TOP OF SLAB e 0 FOR SLAB REINFORCING O TOP OF SLAB Q o o SEE SECTION 2/S-2 W -' EL. +16.50' NGVD 6" STEP ~' #5 ® 12" O.C. o L 6" STRUCTRUAL SLAB BOTTOM OF GRADE BEAM e Q , EL. +17.50 NGVD BOTTOM 1 '-6" TOP OF SLAB 0 6" STRUCTURAL SLAB #5 @ 12" O.C. BOTTOM o 1'-6" GRADE BEAM REINFORCING, I MONOLITHIC CONCRETE EL. +16.50' NGVD 4-#6 TOP & BOT. W/ N D GRADE BEAM, SEE PLAN BOTTOM OF GRADE BEAM #3 TIES ® 18" O.C. ADD 8-#6x2'-0" "' O SHORT DIRECTION '!� EL. +16.00' NGVD LL GRADE BEAM REINFORCING, 14"0 AUGER CAST PILE BOTTOM OF PILE CAP 4—#6 TOP & BOT. W/ PER _ #3 TIES ® 18" OC PLAN FOR A LOCATION. TOP GRADE BEAM AT EAST PATIO CANTILEVERED SLAB GRADE BEAM AT EAST PATIO EDGE OF PILE EL.+16.33' NGVD TI ADD 6-#6x5'-6" W/ y , STD HOOD EACH END r7-- S E C TI O N r8-s SECTION LONG DIRECTION 1'-3" 3'-6" S-2 SCALE: 3/4" = 'l'-Op' S-2 SCALE: 3/4" = 1'-0" PILE CAP AT DOUBLE GRADE BEAM DRAWN MLC 9 SECTION CHECKED CCK S-2 SCALE: 3/4" = 1'--0" 6/1T 0 ADDITIONAL NOTES SCALE r 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION AS NOTED 1613--33.007 FLORIDA ADMINISTRATIVE CODE. E01g 078 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, SHEET V) ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. C 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE N DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR S 2 Q BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. SHEET 2 QF 7 8" FOR OPENINGS OVER 6'--4" TO REVISIONS BY STUD WALL FRAMING, 9'-0" WIDE, PROVIDE 2-#5 TOP 2"x6" OR 2"x8" PT SYP 2 SEE PLAN „ „ AND #3 TIES @ 8" OC WINDOW # r 2x6 OR 2x8 SYP .,�.. ROUGH OPENING FASTEN TO CMU #2, FASTEN TO CMU :+, " WINDOW/DOOR w/ �/$"Ox6" HILTI 5 r, HILTI 2-#5 BOTTOM FOR OPENINGS TO 6 -4 ROUGH OPENING KWIK BOLT II ® 24" OC W/ K�WIK BOLT II _ 2-#5 VERT WIDE, �& BOTTOM PROVIDE 2&# 2-#5 VERTICAL - - 1-#5 VERTICAL 8" CMU, ® 24" O.C. ,"- o • TIES CSD 8" O.C. '' I N 1-#5 VERTICAL SEE PLAN cv 0 1pc 2"x8" SYP P.T. (c� EACH FACE No.2 BUCK _ » » r ---_- __ �.:.�:; ;,-.;s WOOD PANEL 8" PRECAST LINTEL -- ------------- j i ---- - SHEARWALL, 1 STUD WALL WOOD PANEL TYPICAL TO 6 4 WIDE E i ----� f-�--- } SEE PLAN FRAMING, SEE SHEARWALL, 6' 4" " (TYPICAL)' � � AND SCHEDULE OVER -- --.�.----�'�--- PLAN SEE PLAN AND 1---#5 VE TICAL 1 pc 2"x8" P.,T. SYP 1-#5 VERTICAL PLYWOOD SHEARWALL TO SCHEDULE TO 9'-0" WIDE NOTES: 0 EACH FACE No.2 BUCK' ® 40" O.C. \\,- lpc 2x8 P.T. SYP MASONRY WALL CONNECTION\_ 2-#5 VERT. 1) FOR OPENING LOCATIONS, No.2 "BUCK" TYPICAL LINTEL ABOVE OPENINGS 2) PROVIDE 8'SEE ARCH D BEARING, EACH 1 D E TA I L 2 DETAIL 3 DETAILKT-� DETAIL. 5 DETAIL SIDE OF OPENING. S-3 SCALE: 3/�" = 1'-0" S-3 SCALE: 3/�" = 1' -0" S 3 SCALE: 3/a" - 1'-0" S-3 SCALE: �/4" = 1' -0" 5- 3 SCALE: �/4" = 1'-0" 6 DETAIL 3) GROUT LINTEL SOLID. 1-#5 VERTICAL FIRST CELL, S-3 SCALE: NTS 2---#5 VERTICAL SECOND CELL, CMU TO TIMBER FRAMING CONNECTION 2-#5 VERTICAL — 8" CMU WALL w/ 1-#5 VERTICAL EACH SIDE, SEE DETAIL 3/S-3 SEE DETAIL 4/S-3 2-#5 VERTICAL U IN CONCRETE FILLED CELL ® 40" O.C. 2_#5 VERTICAL. 12"x12" CMU PIER W/ 2--�#5 VERTICAL Z �„ 4--#5 VERTICAL AS PER (� — DETAIL 7/S-3 3 O x SW_1 x O O x SW_1 x O 3 xx w ¢ -_ i __..._- �j z zw 1 ! Ckf x 2-#5 VERTICAL EACH --"_ ❑ L ~ w z o # CMU TO TIMBER FRA FRAMING Q ,�, i FACE, EACH SIDE, 3pcs 2"x8" SYP No.2 x CONNECTION SEE DE AIL Q v 1-#5 VERTICAL FIRST CELL, r SEE DETAIL 2 S-3 - 1-#5 VERTICAL EACH SIDE, - -�: STRUCTURAL MULL (MIN) 2-#5 VERTICAL SECOND CELL, / 5/S-3 U v ¢ w ��--�- SEE DETAIL 1/S-3 SEE DETAIL 8/S---3) EACH SIDE, SEE DETAIL 3/S--3 cn D p m f1 f L,5fl,) 1-#5 VERTICAL EACH SIDE, Lu 3pcs 2"x8" SYP No.2 - � cUnSEE DETAIL 1/S-3STRUCTURAL MULL (MIN) p j 1pc SEMCO SGP-3 ! ' z SEE DETAIL 8/S-3) a-- z o 0 3�cs 2"x4" SYP No.2 ❑ O _j I Y A{T BEAM BEARING 2-#5 VERTICAL EACH NOTE: U FACE, EACH SIDE, �. SEE DETAIL 2/S--3 - EXTEND 8 CMU WALLS TO ❑ z � o � - TOP OF STAIR TOWER 0 _. _ ._ .. ;: ❑� �� .\ 2-#5 VERTICAL EACH -I ITT a i 1 \� FACE, E, SEE DETAIL 2/S-3 FI L7VERTICAL ; 12"x1,2" ; CMU PIER W/ Cl ! TICAL 2-L 3 VERTICAL 2-#5 VER2-#5 VERTICAL EACH- D DETAIL I/ 4-#5 VERTICAL AS ,PER I ; LI FACE, EACH SIDE, - 3pcs 2"x8" SYP No.2 Li Li SEE DETAIL 2/S---3 ❑ 0 0 0 j STRUCTURAL MULL (MIN) 1-#5 VERTICAL EACH SIDE, INTERIOR L NG WALL _I -I I I1--#5 VERTICAL EACH SIDE, - SEE DETAIL 8/S-3) LQ N SEE DETAIL 1/S-3 Ln N I I ISEE DETAIL 1/S-3 -- ; 12"x12" ' CMU PIER. W/ 2-#$ VERTICAL ' ! 4-#5 VERTICAL AS PER ! I 0 2 �� VER!TICAL! i DETAIL �/S- 4pcs &'x4" SYP No.2 t . I� I ' 1 c SEMCO SGP3 N 2—#5 VERTICAL Ill - CJ BEARING P / I i �� ❑ STUDS AT BEAM . FACE, EACH SIDE, Li L SEE DETAIL 2/S-3 VERTICAL EACH 1—#5 VERTICAL FIRST CELL, i FACE, EACH SIDE, ---J 2—#5 VERTICAL SECOND CELL, cn SEE DETAIL 2/S-3 �U a. W ❑ p EACH SIDE, SEE DETAIL 3/S-3 x (� Cl 3pcs 2"x8" SYP No.2 O 1-#5 VERTICAL FIRST CELL i �� STRUCTURAL MULL (MIN) � ¢ 2-#5 VERTICAL SECOND Cg I L, 3pcs 2"x8" SYP No.2 _ �.. W EACH SIDE, SEE DETAIL 3/8-3 STRUCTURAL MULL (MIN) i i BLOCKED FLOOR DIAPHRAGM REVISIONS BY T&G PLYWOOD, GLUE AND 2 -3/4" T&G PLYWOOD, GLUE AND NAIL W/ 10d COMMON @ 3" O.C. S-4 NAIL W 10d COMMON @ 4" O.C. T&G PLYWOOD, GLUE 1pc SEMCO SGP3 FROM / 3/4 T&G PL16" DEEP SYSTEM 42 16 DEEP SYSTEM 42 PRE-ENGINEERED EDGE AND 6 O.C. FIELD BEAM TO CMU WALL EDGE AND 6 O.C. FIELD PLYWOOD, GLUE AND NAIL W/ 10-d COMMON „ 4x12 P.T. SYP No.2 BEAM AND NAIL W/ 10--d PRE-ENGINEERED @ 4" O.C. EDGE AND FLOOR TRUSSES @ 24 O.C. _ I COMMON @ 4" O.C. EDGE FLOOR TRUSSES @ 6" O.C. FIELD 1 ROW 10d COMMON NAILS AND 6" O.C. FIELD 24 O.C. - @ 4 O.C. 1 ROW 10d COMMON NAILS �° ow ci YS M 2PRE-ENGINEEREDI ¢ = M EL. + 10 -2 SY TEM 2 P E- ENGINEERED w @ 4 O.C. > >� o I LO R RU SE ® 6" O.0 I N I I ,� I �, ,� EL. +1 D —2 /a TOP OF PLY DECK 4 D - F R RUSS S@ 4 OIC. N - TOP OF PLY DECK x P.T. 2x8 SYP #2 PLATE W/ '/2"0x10" o 0 ' - M ANCHOR BOLT W/ 2x2x'/2 " PLATE WASHER I. z ! :� d z@ w ---- 3 c 2 4 SYP No 2 I I .. _ I �- @ 24" O.C. p » I -- I-�.I' ��__._-._o..w. j STU S T A BE RI G � I a � 6 =_-_ E_ � N a o--_. i w 3 @ i j E L. +8 -9' S 4 i = S_4 I /z " TOP OF WDPLATE ± 4 i cn 7 cn I TOP OF WD PLATE EL. + 8'-8" cr S--4 0 TOP OF CMU WALL DBL P.T. 2%10" SYP Ln -1 o N _ DBL 2x4 SYP No.2 PLATE - II N • #2 LEDGER W/ 5/I 'Ox10" o 1 SIM SO H 41 I ' w I ." 2"x4" SPF No.2 » ANCHOR BOLT @ 16" O.C. a I Fp LSE M UN H NG R i - - z 4 x12 P.T. ;r 8x16 CMU OPEN BOTTOM cn w _ STUDS @ 16 O.C. LINTEL BLOCK/PRECAST LINTEL S - 4 I ' � P.T. 2' x8" P LED ER TIE BEAM W 2--#5 TOP AND SYSTEM 42 _ PA AgLAM �'S� BEAM IXT2-#5 BOTTOM CONTINUOUS PRE-ENGINEERED » I ! / '/2 'Ox8" ANCH R B L7 FOR; BEAM-TO-bEAN Lj FLOOR TRUSSES I +0 ) o w i DB 2" 10" SY N .2 I I ' @ 16" C.C. "� CONINECTION SEE ECTION S ECTION z V) i ® 24" O.C. �:::-:_i N °° , ; -- -. _ -._ I__ _ _. . DET IL 9/S-4 ! 1 - �. _ ..(.. ) I -- __ - - i.. _.. i S-4 SCALE: / » _ 1�_0„ S-4 SCALE: 3/4" 1' 0„ ,-- n 2 cs 2"x " S F 2 in -- ---;OUTLINE 4 li--I z o o STUD!; AlH DE DBL "x10" SYP o.2 xC\J `�! PQRQH SLAB WATER PROOFING AND FLASHING = z w o I' I u B ARI G HEAD R (- 6") @ x z _._ _ . ! BELOW I AS PER ARCHITECTURALS Q ui z • _ ¢ LOAD EARIN WALL L. ._ I ¢ - cn 2"x`12" S N ¢ _ _ P.T. SYP a.2 WALL LEDGER ..,......__,.. coo cn� I i i /4 T&G PLYWOOD, GLUE AND � v LOAD i 84AING WAIL ci __.. ; - - W '/z"OXS" STAINLESS STEEL " ¢ w i I i j I 4 cs 2r x4" SYR ! I cs 2 'x4" PF `� + ! ANCHOR BOLTS W 2"0 WASHER NAIL W/ 10- d COMMON @ 4 U o m i I p # / O.C. EDGE AND 6 O.C. FIELD Of w I ' I I II STUDS AT HEADER ' 5''x16 ,2.0E B ARIN UD AT M I I 1 7 EARIN _ _ -� @ 1 fi" O.C. EL. +10'-2'/4_�� .____. Ld Ld U) ( w PAR LLAfvI PSLi BEAM i ! S 4 J - - - - SLOPE 2" TOP OF PLY DECK = ca o � nw �i (-I O") I a S-4 x S�� EL. +9'-10" 16" DEEP SYSTEM 42 PRE- 0 J w S 4 w O IP C I^M^t SO H 41I I i ¢ EDGE OF DECK ENGINEERED FLOOR TRUSSES @ f- v U N H N(� R ¢ 04 I I w (/� ¢ m z 24 O.C. z m o z v ¢ i z o o 2"x8" P.T. S „ N0.2 o z a_ i w m 4; o ch z JOIST @ 16 O.C. U a w i s 1 pc SEMCO UHPGA28 2"'x4"x8'-0" SYP N0.2 LATERAL BRACING in r `� .-. S- @ I i W/ 20-10dx1 '/z" NAILS @ 24" O.C. FASTEN w/ 2-12d COMMON _ 2x4 P.T. SYP No.2 LEDGER, FASTEN o z a " " WIRE NAILS EACH TRUSS INTERSECTION ~ ~ 'W + Ico W/ 2 ROWS 12d S.S. RING SHANK NAILS @ 12" O.C. INTO 4"x12" BEAM cn o I I S- 4 `-4 I I ,- X > ¢ I I _x 4"x12" P.T. SYP 1 i IS No.2 BEAM 3 li 7PX.T. S--•4 SCALE: 3/41'-0" DBL P.T. 2"x10" SYP 12" P.T. SYP No.2 BEAM #2 LEDGER W/ 5/8'Ox10" 1 c SEMCO SGP3 FROM 2"x12" SYP #2 LEDGER BLOCKED FLOOR DIAPHRAGM ANCHOR BOLT @ 16" O.C. BEAM TO CMU WALL S24 W/ '/ "Ox8" S.S. ANCHOR BOLT 3/ " 1 ROW 10d COMMON NAILS z 4 T&G PLYWOOD, GLUE AND @ 4" O.C. SECOND FLO Q R FRAMING FLOOR DESIGN LOADS @ 16" O.C. NAIL W/ 10--d COMMON @ 3" 3/a" 7&G PLYWOOD GLUE FLOOR LIVE LOAD - 40 PSF O.G. EDGE AND 6" O.C. FIELD AND NAIL W/ 10---d ` SCALE: '/4" = 1'- 0" FLOOR DEAD LOAD = 20 PSF 1 ROW 10d„ COMMON COMMON @ 4 O.C. EDGE - �� NAILS @ 3 O.C. " 1) EL. +10'-2'/ " TOP OF PLYWOOD FLOOR DECK. BALCONY LIFE LOAD T 60 PSF AND 6 O.C. FIELD % • . EL. +10 2 l4 W a r� ,� E L. +10 -2 4- -- ''�- 2) ALL FLOOR TRUSSES SHALL BE 16" DEEP SYSTEM 42 PRE-ENGINEERED TOP OF PLY DECK TOP OF PLY DECK _J (, FLOOR TRUSSES DESIGNED BY A REGISTERED ENGINEER IN THE STATE Y4" 16" DEEP SYSTEM 42 ---,--- FLOOR D INDICATES STURDI-FLOOR SUBFLOOR SHEATHING 3.5"x16" 2.0E PRE-ENGINEERED FLOOR OF FLORIDA. ►� >, 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH FLOOR DIAPHRAM WITH ALL EDGES BLOCKED AND _ TRUSSES @ 24 O.C. I PARALLAM PSL I w FASTENED @ 3 O.C. ALL BLOCKING SHALL BE 2x4 I '� 7, BEAM C) DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS @ 16 O.C., SYP No.2 FLATWISE. SPF No.2 BLOCKING NOT PERMITTED v r z of AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. EL. +8'-9V2" --- " Z w BOTTOM OF BEAM P.T. 2x8 SYP #2 LEDGER W/ 8 x16 CMU OPEN BOTTOM (f) Q 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS LINTEL BLOCK TIE BEAM HANGER AS PER FLOOR /z Ox8 ANCHOR BOLT W z c) MANUFACTURED BY TRUS JOIST OR EQUAL. TRUSS MANUFACTURER ® 16" 0 C W/ 2-#5 TOP AND ¢ ¢m 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. BOTTOM CONTINUOUS Q wuj 6) (-16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. 10 ., 4 SECTIONK-5 SECTION m FIRST 2x4 P.T. SYP No.2 3 3V_0" 0 -� 3" 3" 35/a" SHEARWALL STUD FASTENED S-4 SCALE: /4 - 1 - 0 5 4 SCALE: /4 ¢ = TO EXTERIOR 8" CMU WALL O (n g » w/ /g �x6 HILTI KWIK " BLOCKED FLOOR DIAPHRAGM O 00 _ _ BOLT II @ 24 O.C. •� u_ - 3/4" T&G PLYWOOD, GLUE 16" DEEP SYSTEM 42 ----� W ►� 00 SECTION A-A AND NAIL W/ 10-d COMMON PRE-ENGINEERED FLOOR 2--ROWS 10d COMMON WIRE NAILS @ 4" O.C. @ 3" O.C. EDGE AND TRUSSES @ 24" O.C. 3/4" `� -- - - -- 8" CMU EXTERIOR " O.C. FIELD /4 T&G PLYWOOD, GLUE AND r,7 NAIL W/ 10-d COMMON @ 4" O.C. "/18 "� HOLES WALL > EDGE AND 6" O.C. FIELD • _SEL. + 10 -2 /4__ _ 5/8" (TYP) T SEMCO TPP4 AT SOP OF PLY DECK �EL� +10' 2'/4" --- 5 EACH STUD TO - „ TOP OF PLY DECK 3pcs /8 x8 STUDS TOP PLATE � I, - � PRE-ENGINEERED 16 EEP M FLOOR 42 A A 4"x12" P.T. SYP _ No.2 BEAMS -- 2"x4" P.T. SYP #2 r TRUSSES @ 24" O.C. BEAM SADLE/BRACKET FABRICATE FASTEN TO CMU W/ 8"x16" CMU OPEN BOTTOM FROM f '/4" TYPE 316 STAINLESS 5/8"Ox6" HILTI KWIK DBL P.T. 2"x10" SYP #2 LINTEL BLOCK TIE BEAM DBL 2"X4' SYP No.2 1 pc SEMCO TPP4 @ 16" O.C. STEEL PLATE TOP PLATE BOLT II @ 24 O.C. LEDGER W/ 5/8"Ox10" ANCHOR W/ 2-#5 TOP AND _ 2x4 BLOCKING AT ALL 2x4 SPF#2 STUDS @ 16" O.C. BOLT @ 16" O.C. BOTTOM CONTINUOUS 2"x4" SPF #2 INTERIOR SHEARWALL 2pc 5/8"0 TYPE 316 STAINLESS HAORIZONTAL JOINTS IN # STUDS @ 16"' O.C. STEEL THROUGH BOLTS --- 4"x12" P.T. SYP No.2 WALL SHEATHING DOUBLE STUD EACH �o BEAM END OF SHEARWALL 6 SECTION rT_� SECTION LATERAL SHEAR ANCHORS: DRILL » » 3 » " '/z " CDX PLYWOOD SHEARWALL AND INSTALL '/z"Ox7" WEDGE 5 4 SCALE: 3/4 = 1 -0 5- 4 SCALE: /4 = 1 -0 SHEATHING NAILED TO STUDS EXPANSION ANCHORS W 2"0 / DRAWN 12"x12" CMU W/ 8d COMMON WIRE @ 3" O.C. SE CO TP 4 AT WASHERS @ 32" O.C.COLUMN SEE @ EACH STUDTO MLC DETAIL 7/S-3 a EDGE AND 6" O.C. FIELD B TOM P TE CHECKED O o CCK ® 3pcs 5/a 0 TYPE ADDITIONAL NOTES DATE 316 STAINLESS 6/1/01 STEEL THROUGH _ 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION � $GALE BOLTS 168-33.007 FLORIDA ADMINISTRATIVE CODE. AS NOTED cp 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, SOD NO. /L3"x3"xl/4" TYPE 316 --- ---- -- -------- ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" E01--078 STAINLESS STEEL ANGLES REACTION ANCHOR AT TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. �, EACH END OF SHEARWALL sH��r rlo- � SECTIONrq--IIIIIIIII� SECTION SEGMENT AS PER SCHEDULE 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 N S-4 SCALE: 1 '/z " = 1'-D" 5--4 SCALE: 1 '/2" = 1'-0" 8 DETAIL BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. o S-4 SCALE: 1/2" = 1'-0" allCET G i 2pcs SEMCO RTPGA824 2pcs SEMCO RTPGA824 STRAPS FROM BEAM TO STRAPS FROM BEAM TO REVISIONS BY 2"x10" SYP No.2 SUPPORT STUDS SUPPORT STUDS RAFTERS 0 24" O.C., pc SEE PLAN __ -- -- - -- ---- -- 1 SEMCO RTP18824T 1 EL. +k�CX" TOP OF PLYWOOD FLOOR DECK. � X _ 2) ALL FLOOR TROSSES SHALL BE 16" DEEP SYSTEM 42 AT EACH RAFTERTO STUDS BELOW INSTALL SOLID 2"x8" IL PRE-E�IGINEER�ED FLOOR TRUSSES DESIGNED BY A SYP No.2 BLOCKING ¢ QIf o REGISTERED ENGINEER IN THE STATE OF FLORIDA. ° IJ .� w N 3) ALL INtERIOR LOAD BEARING WALLS SHALL BE NOTCH RAFTER AS e IN BETWEEN EACH RAFTER 2" S No. CEI N m 1 DEP SY TEM 2 m L nt JOIST 0 24' O.C. N CONSTRUCTED WITH DBI. 2"x4" SYP No.2 TOP REQ'D AT BEARING FLOOR TRUSSES ® 24 O.C. r z PLATE,. 2"x4' SPF No.2 STUDS 0 16" O.C., AND 12 I SIL r 2"x4'l..e.T. SY� No.2 BOTTOM PLATE MINIMUM. �IDBL 2"x4" SYP No.2 8 ¢ ¢ r 4) ALL FLDOR BES MS SHALL BE 2.0E PARALLAM PSL � _j � o TOP PLATE o BEAMS! AS MANUFACTURED BY TRUS JOIST OR EQUAL. ¢ ¢ T 5) (+0") ! INDICATES TOP OF BEAM FLUSH W/ TOP OF ¢ Q fu 1 pc SIMPSON HGUS414 cv z FLOOR � TRUSS. a-I FACE MOUNT HANGER ' 2"x4" SPF No.2 STUDS w wIL w 6) (- 16 ) INDICATES TOP OF BEAM SUPPORTING " BOTTOM OF FLOOR JOISTS. J L J L J L J LJ ni N x M 0 24 O.C., ALIGN W/ RAFTERS ABOVE " -1 _ =x1 �0___. :0E o �I F_ -1 F_ RAF E P RALI PSI,,'BA co co 3.5' x16.0" 2.0E PARALLAM PSL BEAM h(/ I 3.5 x16.0 2.0 PARALLAM Tl „ 2pcs SEMO SGP-3 ` 0 )' i I42 PS HEA ER B AM ( 1-0") - I (+0 ) �, 1/2" CDX PLYWOOD FASTEN -. FLOO TgRS .ESS`:. -. 2: "_ "' "7 OPEN W/ 8d COMMON WIRE NAILS 16 E P SYS' M -- -_ . p » ; _ TO BELOW 0 4" O.C. EDGES AND 6" 3.5"x16" 2.0E U cs x4 SP I O.C. FIELD PARALLAM PSL BEAM 1 BALLOON FRAME GABLE END w - -- I S7 DSA E I 3.5" 3.5" 2.0E PARALLAM I w ¢ 3.5" 3.5" OE ! E I I w/ FULL HEIGHT 2x8 2-12d COMMON WIRE NAILS LJ z a_ PARK LAM SL OST L_ _J L X PSL POST SYP No.2 STUDS 1 pc SEMCO RTP18824T -1 f -1 r 1 r 1 S FRAP FROM EACH STUD w � a 1 c SIM S, N H6US41'4 i 4p s SEMCO S-5 TO BEAM BELOW JOIST ® 24"NO.C.,CSEE G ¢ bj P ' t I RT GA824 FACE OUNT HANGER I ¢ LOA BEARING - ¢i " 2"x4" SYP No.2 PL N - „ l I m AL m l „ (+0 ) ! i BOTTOM PLATE (, ¢ w S. x16. 2.0E 3.5 16.0 2.OE PARALLAM PSL BEAM x v m I ! 2 cs 2 4 S F #2 U L J � PARALLAM' PSL 'BEAM cn �,� , - _ _ _ _ _ 0 uj _ _ a _.S, S T BE M B ARIN �. / 2"x4" SYP N°.2 LEDGER c) J = 1 ix r _1 F -117' -'1 F1 I L (+0") - 2pcs SEMO SGP--3 FASTENED TO BEAM W 2 ROWS W cn cn _ +0" I 1 <I / 2"x4"x8'-0" SYP N0.2 LATERAL BRACING = 0 0 � (+0") ¢ ( ¢ r 1 c SIMPSON HGUS414 C7 12d COMMON WIRE NAILS z o z 12 O.C. WIRE NAILS EACH CEILING JOIST INTERSECTION Y r• _4 wl `-. P C� 24 O.C. FASTEN w 2-12d COMMON F- d- o ¢o ¢ o FACE MOUNT HANGER �`! = SIMIL R a N - PONY WALL AT RAFTER cn z w wIL O 2" " S No. CEI INJ 1E " DEP SYSTEM 2 o If O 3 j 1 DETAILlmm JOIST 0 24 O.C. FL00 TRUSSES 0 24 O.C. o S-5 „ , „ �---- o o I- S-5 SCALE: 3/4 = 1 -0 CO Cfl r N z 1 I ;n rx If2"x12" SYP No.2 RIDGE BEAM 1pc SEMCO FAP18XX. ..... . .. _ _� l X- _ _ � C 12 -- - - - -- - EACH RAFTER TO - _ - RIDGE BEAM �°° ° 2pcs SEMCO RTPGA824 » " 2pcs SEMCO RTPGA824 ° STRAPS FROM BEAM TO STUDS 2x6 SPF B STRAPS FROM BEAM TO 8 SUPPORT STUDS STUDS AT BEAM BEARING SUPPORT STUDS LOFT FLOOR DESIGN LOADS FLOOR LIVE LOAD - 40 PSF 2"x10" SYP No.2 ---- 3pcs 2"x6" SPF #2 FLOOR DEAD LOAD 20 PSF RAFTERS 0 24" O.C. LOFT FLOOR FRAMING PLAN STUDS AT BEAM BEARING SCALE: 1/4" - 1'-O" 0 0 0 0 o a o o LA llf w a.. Li w w KING POST' /F 2 wl _ . . �. _ .. $ 12d NAILS EACH END, 0 24" 0. . 2x6 SYP No 2 COLLAR TES I W p C 1 pc SEMCO SGP3 W ¢� o a Lu 1 x X O D Q J COLLAR TIES, TYPICAL Q (n > +� 2" 12" YP N .2 LE GER 'o.; W = Q 2 DETAIL �.- w w BL 2x8 SYP N .2 m m � S-5 SCALE: NTS ! ; ti -71111 EAD R BEAM JL JL JL ,+�`L L FZ z ' ` I LOAD BEARING WALL 1 pc SEMCO RTP18824T 0 0 J 2 AT EACH RAFTER _j i �� i 2 10 YP N .2 INSTALL SOLID 2"x8" 0 ¢ I RAFTERS 24" O.C. NOTCH RAFTER AS REQ'D ° SYP No.2 BLOCKING v - LO FARING WALL P 4AT BEARING o IN BETWEEN EACH RAFTER Q a - - DBL 2"x6" SYP No.2 i ;; >, DBL 2x10 SYP LiJ TOP PLATE i 2 10 YP N 2x10 SYP No.2 No.2 HEADER " +� AF RS 24 0. RAFTERS 0 24 O.C., �'' 2x1 SYP N.2 RIDGE 2"x6" SPF No.2 STUDS SEE PLAN 0 S 3 cs 2 'x SPF #2 ® 24" O.C., ALIGN W/ �, STUD AT IP ARING rT" 12" PARTIAL DORMER ROOF RAFTERS ABOVE 12ILJR� SPN .2 RI GE B A 2"x1 SYPNo. RID BEM FRAMING PLAN 8 a �° 2pcs 2"x4' SP #2 STUDS z ATH ADE AM BEARING L J WIRE NAILS 8pcs 12d COMMON 2x10 SYP Nn.2 CEILING CEILING JOIST 70 C F- JOIST @ 24 O.C. CL I rj, pcs "x4" RAFTER � ' STUDS AT HI BEARING 10'-0" , a ! LOAD BEAR G WALL .x ROOF DESIGN LOADS DBL 2"x8" SYP No.2 _ p p HEADER BEAM ROOF LIVE LOAD 20 PSF 8 cs 12d COM ON WIRE 2 cs SEMCO HCPLR CLIPS ROOF DEAD LOAD = 20 PSF NAILS FROM CEILING FROM STUD TO SILL PLATE LOAD BEARING WALL CEILING DEAD LOAD = 10 PSF JOIST TO STUD (BEYOND) 2"x8" P.T. SYP No.2 TOP 1pc SEMCO SGP2 AND 2pcs ' PLATE W/ 5/8"Ox10" ANCHOR SEMCO HCPLR CLIPS AT C Sy `� BOLT W/ 2"x2%l/8" PLATE EACH CEILING JOIST � w w ti s i � WASHER ® 24" O.C. +� � 3pcs 2"x6" SPF #2 /Z DRAWN ¢ ¢ KING POST W/ " \- 8"xl6" CMU OPEN BOTTOM LINTEL2 'x10" YP No. ��T � IpcCO 8 CMU WALLMLC o RA TERS 24' C. o SEMCO SGP3 J,o BLOCK/PRECAST LINTEL TIE CHECKED +10CCK "x12' SYP No.2 LEDGER x x 2 DATE BEAM W/ 2-#5 TOP AND BOTTOM 1 `1- FASTEN W/ 5 R WS 1 d N N Oc, °� CONTINUOUS 6/1/01 C MM0 WIRE NAI 5...0..16''...Q. .. _ m ;. SCALEo ADDITIONAL NOTES - 1 DESIGNED TO BE N COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTIONK03DETAIL S NOT THESE PLANS ARE DESI I P A ED 16B-33.007 FLORIDA ADMINISTRATIVE CODE. JOB NO. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, S-5 SCALE: 3/4" - 1'-0" E01-078 v� KNEEEWALL ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SHFFT _ LOFT ROOF FRAMING PLAN INDICATES LOAD „ „ TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. BEARING WALL DBL 2x4 SYP No.2 TOP PLATE �' 2"x4' SPF No.2 STUDS ® 16" O.C. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE N SCALE: '/4" = 1' -�0" 2"x4" SYP No.2 BO r fUM F'LA IE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR S 5 BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. 0 SHEET 5 OF 7 i EXAMPLE OF UNSUPPORTED (UNBLOCKED) UPLIFT CONNECTOR SCHEDULE REVISIONS BY BOUNDARY OF PANEL EDGE. UNSUPPORTED PANEL EDGE IS UPLIFT CONNECTOR AT SHEARWALL OR TYPICAL CONDITION UNLESS BLOCKING IS REQ'D MEMBER SUPPORT SEMCO CONNECTOR TOP AND BOTTOM OF DECKING BY SCHEDULE OR NOTES. EACH STUD, SEE SCHEDULE TYPICAL CONVENTIONAL ROOF FRAMING: COMMON RAFTER: DBL TOP PLATE (1)HDP2X AND (1)HCPLR • HEADER BEAM (1)HDP2X AND (1)HCPLR 2"x10" SYP No.2 RAFTERS RIDGEIOR BEAM BEARING (2)HCPLR (1)RTP18824T ® 24" O.C. SEE ROOF NUMBER OF FULL HEIGHT GYPSUM BOARD ( } 12 FRAMING PLAN STLOS EACH SIDE OF OR PLYWOOD/ JACK RAFTER: DBL TOP PLATE (1)HDP2X OPENING, SEE PLAN OSB PANEL HEADER BEAM (1)HDP2X EXAMPLE OF PANEL HIP RAFTER 8 '/2 " CDX PLYWOOD ROOF SHEATHING, HEADER, SEE OR CHE ULE EDGE W/ BLOCKING (1)FAP18 NAIL w/ 8d COMMON WIRE © 4 OC PLANS WHERE REQUIRED BY HIP RAFTER DBL TOP PLATE (1)RTPGA824T EDGE AND 4" OC FIELD. NAIL SPACING AT SCHEDULE OR NOTES. HEADER BEAM (1)RTPGA824T HEADER STRAPS, SUPPORTED EDGES, INTERIOR BEARING (1)RTP18824T HURRICANE CLIPS PER UPLIFT SEE UPLIFT SCHEDULE SEE NOTES OR 2x4 OUTLOOKER DBL TOP PLATE (1)HCPLR CONNECTOR SCHEDULE. SCHEDULE ROUGH OPENING CANTILEVERED CEILING SILL PLATE (1)SGP2 AND (2)HCPLR SEE ARCH JOIST ROOF TRUSSES, OVERFRAMING RAFTER: LEDGER (1)HCPLR 7/P EL.+20'-0'/4" CLIPS OR CRIPPLE STUDS, RIDGE BEAM (1)FAP18 TOP OF WD PLATE HOLDDOWN AT STUDS OR FLOOR JOISTS u FOUNDATION, s "x8" SYP No.2 CEILING w SEE SCHEDULE OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x3 /a" ROOF GRIP Z w 2 JOISTS ® 24" O.C. BELOW SCREW w/ 1"0 WASHER 0 NAILING TO INTERMEDIATE EACH INTERSECTION WITH �j z bj o 8pcs 12d COMMONSUPPORT 15 6" OC MAX, UON LOWER ROOF FRAMING = z w o CLIP FROM DOUBLE TOP WIRE NAILS W D -j PLATE TO STUD, SEE NAILING PATTERN FOR SHEATHING OCEANSIDE PORCH 12"x12" CMU COLUM (4)S/$"0 SS THROUGH BOLTS Q Z '- UPLIFT CONNECTOR (2)2"x6" SYP No.2 TOP PLATE ON ROOF. FLOOR AND SHEARWALLS FLOOR BEAMS ¢ < _ � QU SCHEDULE r47' DETAIL PORCH JOIST PORCH BEAM (1)UHPGA28 C) ¢ w METAL CLIP PER im 2x6 SPF #2 STUDS @ 16 OC :DO w FRAMING AND STRAPPING 5-6 SCALE: NTS 4x12 BEAM 6x6 POST (2)RTPGA824 � C) J UPLIFT CONNECTORLTJ cn cn —a SCHEDULE AT TYPICAL WALL OPENING 4x4 POST CMU PIER (1)CB44 = 0 O > '/2" CDX PLYWOOD WALL SHEATHING. 2 DETAIL 3.5"x16" FLOOR BEAMS CMU WALL (1)SGP3 a � 0 FASTEN W/ 8d COMMON WIRE NAILS ® 3" EXAMPLE OF UNSUPPORTED (UNBLOCKED) Y BOUNDARY OF WINDOW DOOR HEADERSU OC EDGES AND 6" OC FIELD. SEE S-6 SCALE: NTS 3/4" STURDI—FLOOR PANEL EDGE. UNSUPPORTED PANEL EDGE IS HEADER TO 3'-0" JACK STUDS (1)RTPGA824 EACH SIDE cn z Q ( TYPICAL AT CENTER OF STRUCTURE FLOOR PLANS FOR LOCATIONS OF SUBFLOOR SHEATHING SEE NOTES ON SHEET S-4 HEADER 4'-0" TO 6'—0 1 JACK STUDS (2)RTPGA824 EACH SIDE _ SHEARWALLS). HEADER SPAN TABLE HEADER 6'-0" TO 9'-0' JACK STUDS (3)RTPGA824 EACH SIDE u 3/4" T&G PLYWOOD, GLUE HEADER WINDOW/DOOR JACK INTERIOR BEARING WALLS AND NAIL W/ 10—d COMMON (1)2"x6" SYP No.2 3/4" STURDI—FLOOR DBL TOP PLATE 2ND FLOOR STUDS TPP4 © 16 oc ( ) SYP 2 MAX OPENING STUDS CSD 4 O.C. EDGE AND BOTTOM PLATE (2)2x8 3'-3" 1 SUBFLOOR PLYWOOD 2ND FLOOR STUDS FLOOR TRUSS (1)RTPGA824 @ 16" O.C. 6" O.C. FIELD SHEATHING 1ST FLOOR STUDS (1)RS150 ® 32" OC PROFILE OF RS150 STRAP UNDER (2)2x10 5'-3" 2 F.F. EL.+10- 2'/4" L (2)2x12 6'-3" 2 FLOOR TRUSS DBL TOP PLATE (2)HCPLR SILL PLATE AND UP ONTO 2ND (3)2x12 9'-3" 2EXAMPLE OF PANEL SINGLE 2x8 PLATE (2)HCPLR U] TOP OF PLY DECK - _ FLOOR WALL STUDS, STRAP ® •• EDGE W/ BLOCKING _ 16" O.C. UPLIFT CONNECTOR AT WHERE REQUIRED BY DBL TOP PLATE 1ST FLOOR STUDS (1)TPP4 ® 16" OC ct r1hF.F. EL.+8'-91/2" TOP AND BOTTOM OF SCHEDULE OR NOTES. 1ST FLOOR STUDS SILL PLATE (1)TTP4 ® 16" OC Q EACH STUD SEE SCHEDULE BLOCKING SHALL BE SILL PLATE FOUNDATION 1/2 "00" WEDGE EXPANSION TOP OF WD PLATE NAIL SPACING AT 2"x4" SYP NO. 2 ANCHORS w/ 2"x2"x1/8" F.F. EL.+B'-8" SUPPORTED EDGES, W h --- - PLATE WASHER � 32" OC TOP OF CMU 15 3" OC MAX. 2 STORY EXTERIOR BEARING WALLS C] 16" DEEP SYSTEM 42 PRE—ENGINEERED DBL TOP PLATE 2ND FLOOR STUDS TPP6 ® 16" oc FLOOR TRUSSES @ 24" O.C., W/ TOP9 • • 2ND FLOOR STUDS SILL PLATE (1)RS150 ® 16" O.C. O CHORD BEARING NUMBER OF FULL HEIGHT • • SILL PLATE CMU WALL '/2 "0 x 10" ANCHOR BOLT w/ 8"x16" CMU OPEN BOTTOM STLMS EACH SIDE OF 2"x2"x'/8" PLATE WASHER w OP ING, SEE PLAN STUDS, ROOF TRUSSES, ® 24" OC P.T. 2x8 SYP #2 PLATE W/ LINTEL BLOCK/PRECAST LINTEL OR CHE ULE OR FLOOR JOISTS Q U '/2 "x10" ANCHOR BOLT W/ TIE BEAM W/ 2—#5 TOP AND HEADER, SEE 2x2x'/2" PLATE WASHER 2--#5 BOTTOM CONTINUOUS PLANS )NOTES: CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. U) � `_ W0 ® 24" O.C. NAILING TO INTERMEDIATE REFER TO THE SEMCO METAL CONNECTORS 1997-1998 CATALOG FOR Q Lu o HEADER STRAPS, COMPLETE INSTALLATION REQUIREMENTS. z o SEE UPLIFT SCHEDULE SUPPORT 15 4" OC MAX, UON ? � 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: HDP2X 10--10d SGP3 5/ " x12" A.B. AND 24-16d ¢ _ ROUGH OPENING NAILING PATTERN FOR PLYWOOD SHEATHING RTPGA824T 20-10d, U.N.O. SGP2 '/2" x10" A.B. AND 14-16d W Q ON SUBFLOOR DECK (, SEE ARCH FAP18 10-10d x 1 '/2 " UHPGA28 20-10d x 1 '/2" Q m HCPLR 8-8d RTP18824T 20-10d W m 1--#5 VERTICAL ® 40 OC 5 .� � v (CENTER IN CELL). GROUT CLIPS OR CRIPPLE 5 DETAIL TPP4 8-8d CB44 (2)5/, 0 THROUGH BOLTS (f) z 3000 psi HOLDDOWN AT STUDS TPP6 8-8d CB66 (2) � O THROUGH BOLTS CELL SOLID w/ p FOUNDATION, S-6 SCALE: NTS TPP8 8--8d 0 CONCRETE SEE SCHEDULE RS150 20-10d 2x4 OUTLOOKER ® 24" O.C. ALIGN ONE OUTLOOKER w/EACH X—BRACE (f 2x4 BLOCKING @ OR 2x4 BLOCK ® 48" O.C. 2x4 BLOCK CSA X—BRACE SHEATHING JOINT 8" CMU WALL 4---12d TOE NAILS BLOCKING w w A111114-16d NAILS ROOF SHEATHING (2 EA SIDE) HURRICANE CLIP PER PLAN HCPLR @ EACH Q FRAMING AND STRAPPING OUTLOOKER AT INTERIOR BEARING WALL _ . . • . . 3 DETAIL 2x4 X-�-BRACE (2)2x8 TOP PLATE W i C� 48 O.C. —1 d 1 TPP8 ® 16" OC 1—#5 VERTICAL DOWEL @ S-6 SCALE: NTS I ( } U) 40" O.C. W/ 90' STD ¢ 4-12d (2 ES) TOE NAILS I G BEND INTO SLAB, ALIGNED _j _j EA. END, FROM BLOCK W/ WALL REINFORCING ABOVE z v TO TRUSS TOP CHORD 3--12d NAILS 12d 4" O.C. FROM N TYPICAL AT LATE L BRACE TO EL.+O'-0" T.O.S. VERTICALS I BLOC BELOW (+18.00' NGVD) ---, �----2x4 S B 48" O.C. IF VERT. NOT 6" STRUCTURAL �I �� PRESENT CONCRETE SLAB N 4-16d NAILS- - —— ` DRAWN OUTLINE OF GRADE r "� I MLC/PRB BEAM BEYOND, SEE d •••• `` CHECKED SECTION 5/S-2 1 CCK PILE CAP ATCONT GRACONTINUOUSI THROUGH SINGLE PILE, LATERAL 4BRACE 0 48" O.C. 6/1/01 `D PILE CAP, SEE SECTION SEE PLAN FOR w/3-16d INTO EACH SCALE r 5/S—2 ��. LOCATIONS TRUSS BOTTOM CHORD 2x8 STUDS PER PLAN AS NOTED k.` 14"O AUGER CAST2x4 BLOCKING ® 48" O.C. JOB N0. rn 0 3—#5 EACH WAY 1�_3» PILE PER DETAIL BETWEEN GABLE AND FIRST EOO-078 ABOVE PILE 3/S-2. SEE TRUSS BOTTOM CHORD SHEET 2'--6" PLAN FOR LOCATION BALLOON FRAMING GABLE END S - 6Q 1 WALL SECTION , TYPICAL r7 DETAIL � S---6 SCALE: 3/4" -- 1'--0" S-6 SCALE: NTS SHEET 6 OF 7 i (REVISIONS BY WATER PROOFING AND FLASHING BLOCKED F OOR DIAPHRAGM 18'--7" AS PER ARCHITECTURALS ----- ---- /4 T&G PLYWOOD, GLUE 2"x12" P.T. SYP No.2 WALL LEDGER - AND NAIL W/ 10-d COMMON 12'-11 3/4" W/ '/2"Ox8" STAINLESS STEEL @ 3" O.C. EDGE AND 6" O.C. FIELD 2 3 ANCHOR BOLTS W/ 2"0 WASHER @ 16" O.C. „ S-7 S-7 12"x12" CMU PIER _ _ EL. + 10'-2 � (TYP. 4 LOCATIONS) SLOPE '/2" ¢ TOP OF PLY DECK -T I ❑ II ❑ I _ 2pcs SEMCO RTPGA824 -- ---– ––––––––––––– _ -----, L--J STRAPS FROM BEAM TO POST 2"x8" P.T. S NO.2 I X� 11 I I I I " I-- -------J I I L_-_.___.-- --__....J � JOIST @ 16 O.C. V. 16" DEEP SYSTEM 42 I - 1pc SEMCO UHPGA28 z z PRE-ENGINEERED FLOOR � = I � 4%12" P.T. SYP -All W/ 20-10dx1 /2 " NAILS TRUSSES @ 2�4" O.C. n � I �I 4 �I No.2 BEAM2"x4" P.T. SYP No.2 LEDGER, FASTEN11 W/ 2 ROWS 12d S.S. RING SHANK NAILS DBL P.T. 2x10 SYP #2 I I I 3 -0 v v I CO LEDGER W $/8"OX10" ANCHOR `o h I � @ 12 O.C. INTO 4%12" BEAM OR 2 x12 / I < ---- ---- I WALL LEDGER BOLT @ 16" O.C. ____ I i- - -- U - I I 4 x4 P.T. SYP N0.2 POSTL_J j rr j L _____J ❑ I – -- --------------------- 1 I w z o L__J 0 Q= 1 pc SEMCO CB44 EMBEDDED ANCHOR I— �z � 0 w/ 2pcs 5/8"� THROUGH BOLTS 2'–O"x3'–O"x1'–O"D Q I uj MONOLITHIC COLUMN FOOTING � 2 --0 � Y �¢ w 0 12d"x8w" THICKENED EDGE w/ #5 @ 12" OC EACH WAY Q �¢ ® w/ 1-#5 CONTINUOUS (TYP 4 LOCATIONS) U ofm Liw 12"x12" CMU PIER Lv 0 VV) -i W/ 2-#5 VERTICAL CL z C) o 8'-1 7/8" O 3'-0"x3'-0»x1,-0„p - CONCRETE FOOTING WALKWAY FOUNDATION PLAN- z w/ 4-#5 EACH WAY 12 '/2” CDX PLYWOOD ROOF Iz ov � 2 SHEATHING, NAIL w/ 8d SCALE: 1/2" = 1 -0 = COMMON WIRE @ 4" OC EDGE �_. 18'-7 _�_ U w AND 4" OC FIELD v lI 2 ►� 2pcs 2"x8" P.T. SYP No.2 J ' S-72"x8" P.T. SYP 6"x6" POST HEADER BEAM. SPLICE TOGETHER j No.2 BAND BOAD (TYP. 4 LOCATIONS) 3'-0" 3" CLEARTYP w/ 3 ROWS 10d COMMON WIRE NAILS @ 12" O.C. I 2x6 P.T. SYP No.2 j 2pcs SEMCO HCPLR RAFTER @ 24" OC I CLIPS EACH RAFTER TO BEAM 3.3%11.25" 2.0E ARAL M SECTION PBEA 3 6x6 P.T. SYP No.2 POST I 4pcs SEMCO S-7 SCALE: /4" = 1'-0" RTPGA816 STRAPS tr 3/4" T&G PLYWOOD, GLUE FROM BEAM TO POST = 2x8 P.T. S No. FL00 JOIST @ 16" O.C. � 2pcs SEMCO HCPLR AND NAIL W/ 10-d COMMON - - 11� CLIPS EACH FLOOR � JOIST TO BEAM © 4" O.C. EDGE AND j 1 }� I 6 O.C. FIELD LO I I Q W I — I 2x8 P.T. SYP N0.2 -� 1 L- I 3. "x11 .2 2.OE ARAL M W Q BAND BOARD. FASTEN w/ 4pcs _ _ BEA - _ _ _ _ _ w 12d COMMON WIRE NAILS INTO _ _ _ _ _ _ _ _ _ -- - Q EACH JOIST I 2x8 P.T. SYPH No.2 I w o I FLOOR JOISTS @ 16 O.C. I (� � 4pcs SEMCO = W I RTPGA836 STRAPS 2'-0" = Q 3.5"x11.25" 2.0E PARALLAM PSL BEAM ; i FROM POST TO POST �/ o w 2x8 P.T. BAND BOARD w m -- 6x6 P.T. SYP No.2 POST O m 0 � Z 0) z UQ 1 pc SEMCO C866 EMBEDDED WALKWAY FRAMING PLAN w Q ANCHOR w/ 2pcs 5/8"0 SCALE: 1/2" = 1'--0" Z {,f) THROUGH BOLTS Z 9'-7" 9'-4" O w 2 4" SLAB ON GRADE W/ WWF S-7 6x6 W1.4xW1.4 OVER 6MIL _ VAPOR BARRIER ON COMPACTED FILL -- - - - -- - - - - - - - - - 12"x12" CMU PIER '.,, � 2p 2"x8" P. SYP No.2 HEADER BE M. d ° w/ 2-#5 VERTICAL DOWELS " �" 4 ° --d-3: ° 4 X.1—" - SPI E TOGETH R W/ 3 ROWS 10d CO MON w/ STD. 90' BEAD INTO .4 FOOTING y ° ° •a. 4, WIR NAILS @ O.C. ° ° y 2x 6 P.T. SYP No.2 RAFTETS @ 24" C. LX 12"dx8"w THICKENED EDGE co W/ 1-#5 CONTINUOUS 2 -0 61-11 3/411 , 3 SECTIONco 2'-0"x3'-0"Lx1'-0"D 6x6 P. SYP No.2 MONOLITHIC CONCRETE FOOTING ST TYP. S-7 SCALE: 3/4" = 1'--0" ( ) 2pcs 2"x P.T. SYP No.2 HEAD R BEAM. W/ #5 @ 12" OC EACH WAY 2 SECTI ON K`'`�r SPLICE T GETHER Wf 3 ROWS 1 : d COMMON S-7 SCALE: 3/4 " - 1'-0" t' WIRE NAI @ 12" 0 Dr�nWN " DEEP SAWCUT W/ � _ _ _ w�_ _ _ _ _ _ _ _ _ _ MLC 4 - - CHECKED ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN CCK 3/ L BATE 6/1/01 9,-7„ 7,-4,' 2,-0„ " A�E AS NOTE: SAWCUT CONCRETE SLAB WITHIN ADDITIONAL NOTES sc mfr NOTED 4 TO 12 HOURS OF CONCRETE PLACEMENT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION DoH No. r- 16B-33.007 FLORIDA ADMINISTRATIVE CODE. SHEET ` r I SAWCUT SLAB TYPICAL WALKWAY ROOF FRAMING PLAN X01^078 co 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SCALE: 1/2" = 1 '-0" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. - 7 r4 S E C TI 0 N 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE S-7 SCALE: 3/4" = 1'---0" DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 9F THE "MINIMUM DESIGN LOADS FOR _ EiUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. SHELI / OF / i EXISTING 2 STORY FRAME RESIDENCE NO. 1417 I _ _ _ J I r DESIGN STATEMENT — _ — — — - 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDAR6S ESTABLISHED IN SECITON BLOCK 61 LOT 1 62B---33,007 FLORIDA ADMINISTRATIVE CODE. 75.08' 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDA CE WITH SECTION 6, // ANSI/ASCE 7-88 (JULY 1993) "'MINIMUM DESIGN LOADS FOR BUILDINGS AN OTHER STRUCTURES" _ _• _ __ __ _� __. _ __ _ _ ASSOCIATED WITH A _MINIMUM _BASIC WIND SPEED OF 110 MPH. THIS ALSO PPLIES TO THE SELECTION LEGAL DESCRIPTION AND SPECIFICATION OF OTHER COMPONENTS AND CLAD ING. LOTS 11 AND 12, BLOCK 52, ATLANTIC BEAM CORP`)RA.TION, A REPLAT OF MAYPORT TERMINAL 3. ALL EXTERIOR ARCHITECTURAL MATERIALS AND COM ONENTS AND THEI MEANS OF ATTACHMENT COMPANY'S MAP, AS RECORDED IN PLAT BOOK 6. Pr.CE 1, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER iMTH THOSE: IA INDS LYING EASTERLY OF AND ADJACENT SHALL COMPLY WITH THE ABOVE. ACIANrV.i-I-JS TO SAID LOTS 11 AND 12, BLOCK 52 TO THE EROSIC44 CONTROL LINE OF THE ATLANTIC OCEAN, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A A14C 590 OF SAID PUBLIC RECORDS, AND �+lz(.itti,• [ rL BEING BOUNDED ON THE NORTH BY AN EASTERLY PROJECTION OF THE NORTH LINE OF SAID I 2738 RIVERIVOOD LANE LOT 12 AND ON THE SOUTH BY AN EASTERLY PROJECTION OF THE SOUTH UNE OF SAID LOT 11. JACINONV1LLE,FLORIDA 1'11gNk(F)0-1);Jalf-;5727 lCf�I,'1l•P H;R^gllELLSOI:'Pl i.Y>;P . � � YH STREET (40' RIC ' WAY B ACH AC S) NOTE. NO MODIFICATION TO D OWNO FOUNDATION IS RE7FORNEW7]AA, ORDER TO REMOVE PORTION of mRUCTURE SHom HAT REMOVE. MINOR REMOVAL OF ONE SECTION IS REQUIRE I (COIIC. STEPS AS SHOWN. ' SEAWARD DISTANCE of EXCAVATED EIV,NEW CRADING NOTES: SEAWARD DISTANCE OF DECK 1. EXISTING GRADES ARE ESTIMATED FROM 1994 SURVEY i 105'-0" 2. HIGH CREST OF WAVES APPROX. EL. 15.70' j SEAWARD DISTANCE OF ENaOSED SiRUCTURE p j 3. ALL MATERIAL EXCAVATED FOR RE-GRADING SHALL BE DISTRIBUTED AROUND THE SITE I 0 SEAWARD OF THE.C.C.C.L. - -T 61 -4 sEAwARD DISTANCE OF A/c owls 4. TOTAL ESTIMATED RE--LOCATED FILL= 79,5 CVPS (DUE TO 'PILING AND GRADE BEAM SEAWARD DISTANCE OF BRIDGE: CONNECTOR ELEVATIONS). �. 0 SEAWARD DISTANCE OF NEW WALKWAY NEW CONIC. WALKWAY W11t JOINTS AT 4' N $3' 03' 36" E 256.66' x �� QasnNc RESIDENCE 13'-7' _ o u 8' WOOD F 4' WOOD ENCE I TO BE OfTIgJSHm - ;n NEW S1RUC C.DECK Z U N CONIC DE TH TS 7 N O 3'-0" 1 -2- W T. FWNDA AS > - cv 2'f o EU U cv I �i N DED FOR QI IN a OPEN COW)FM ST. GRADE I DECK VE- I W " COU1M SUPPOR I W N I NEV CONCREiE r CD WI I RESIDENCE Q w — — FF EL. 18.00 NGVDLLI a A �I EXISTI GUEST lz'- ' TOP OF LAB C To LM BLOCK 52 LOS 11&12 SOD WEST OF HOUSE I"AD CMWE �I FF EL. 16.78,166 . N DUN TOWARD WEST � � � �"' r �- �i �,. 0 I Q � I lo'-lo° „ -T 10'-0' LLLJ 32'-2 L— N 23'-3' �$� L' e'd " P00 CD N 4'-8"r2-106'-11' LU Elf r (� N AC AC AC FAC] AC .� I I I c', �1..__ 'I Q I �.. 4. W Ar Ld 56'-7° I � 29'-1" 57'_0° f 15,_8° 44'-0° J 4 �•�� r/.��.� /1 11 � L EC `Pa 3,�OOL i 06. LTJ LTJ 04LLJ N LLJ EXISTING 2 STORY FRAME BLOCK 52 LOT 10 �/ RESIDENCE a o a o LU � w Q o �o �CD E tj Tri SITE PLAN I 0SCALE: City of Atlantic Beach 1'=10'-O* ��JJ// Planning and Zoning Department Thle approval verifies compliance witn applicable zoning, subdivision and other local land development regulations, but does not constitute FU° �,• approval for the Issuance of permits. Compliance �`— with Florida Building Code and all other applicable local, Stale and Federal permitting requirements _I must be verified by s nature of the City of Atlantic I peach Bullding Ofr I prior to the I uance of a a B,I�Inn Permit. SITE PLAN l �I Ap�lrnvad 1111110m u � eve opmdnt Director - I APPROVED PLAN AS PERMTCI� , (, 1f _ -•-• � I r-� BY OFFICE OF BEACHES WOOD DECK AND COASTAL SYS I'E1H� - -- - FLOItIDA 1)EPi(.pP IJ C�LJ L ENVIRON 1 � MLIVTAL PRArI'!tG'1"I� 7r 7 APPROVED CONS TRCICI'ION AND ANY pry A� �I D BALANCED FiLL FROM pICAVAIID MATERIALACTIVITIES MUST COMPLY WITH ALL CONDITION 1 OF Lia 1' 1'EItM IT.CONSTRUCTION AND ACTIVIT10 ARE int ICTL 10,_1° I DOST, FENCE � LINIITEDTOTHOSEBOT11SHOWNON'I'll%APPROV LDP 9 I I t _ EL. 19.0' AND LiSTED iN TILE PROJECT DMCRlYT1ON.TILLS I ERNI is ISSUED rw4UANT TO 'k1.1d1�F.6..*ND CYIIlER y ' FF EL. 18MAY q LRKD. I EZ � � — — __ — _� LL 14X 11.00' — — r W— 16.00, ` — swaeao TSCA' REVIEWED D T& PERMIT NC . ROO Q II II II II III II � � ' - o; Cn iz'-4' 23-3 44'-0'I I I I I I aa'-D. I I IIICID I I �ar I 12'-0' 14'-9" 58'-0'� City of Atlantic Beach 7 ISSUE DATE 8/30/01 This approval verifies compliance with applicable 9REVISIONS, 1 9/21/01 - zoning, subdivision and other local land . EXTENT OF HOUSE SEAWARD development regulations, but does not constitute 10/02/01 approval for the Issuance of permits. Compliance with Florida Building de and all other applicable CD local, State and Fe,a at permitting requirements Qj • SITE SECTION must be verified by s' nature of the City tlaf a A Beach Building Q � at prior to the iP ar ees of a RECEIVED SCALE: 15=10'-0" Building Permit. Approved By: OCT 1 0 2001 •© a u�Ib a" I pment rector Date:._� OFFICE OF BEACHES Al L0 c LLJ (IF SHEET IS LESS THAN 22"x34" 'IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) & COASTAL SYSTEMS «� I✓1iY 01 Ai�r JAN.IAN 0 f. � E L l i +17'-0" NGVD 4" CONCRETE SLAB ON GRADE W/ REVISIONS BY 4'-0" O.C. SAWCUTS EACH WAY BULL NOSE COPING AS REISSUE 10 PER ARCHITECT 23'-3" 4/01 CCK 6'-11 3/4" 4,_4„ 25'--4" EL.+16'---6" NGVD 13'�-7" 9'--8" WATER LINE EL.+15-11"' NGVD EL.+16'--6" NGVD 5'-10 1/2" 12'---0" 5'=4 1/2" z 10 BOND BEAM W/ 2-#4 o CONTINUOUS AROUND a PERIMETER (TYP) NEW CONCRETE WALKWAY AS PER ARCHITECTRUAL EL.+12'--4" NGVD � \_6" CONCRETE POOL WALL �� SHEET A-1 TOP OF PILE �� MONOLITHIC CONCRETE %• W/ #4 REINFORCING ® 12 • ' ' " ' � • i� O.C. EACH WAY, (TYP) STEPS INSTALLED AT D TIME OF POOL SHELLL.+11'-0" NGVD �\�� \��\/��C� TOP 10F P1' NGVD CONN LE o , E OR FOUNDATION SLAB. TOP OF PILE � P_1 SECTION SEE S R (,TURAIL SHEET S-7 +18'-0" P--1 SCALE: 3 8" = 1'-0" 6" CONCRETE POOL SLAB I — �. I I NGVD — / W/ #4 REINFORCING ® 12' o 'L--j ,T , L,-� I " POST. O.C. EACH WAY (TYP) I I L ' ' ' �-- ' N I I Z o 4"x4" P.T.SYP NO.2 OS SEE STRUCTRURAL SHEET S-7 ' I I 3'�0" w „ Ii��i W ¢ 4 CONCRETE SLAB ON - _ _ GRADE W/ 4,_0,> O.C. 2 -9" 12,_3„ W Z o SAWCUTS EACH WAY �- __ ' _ _j cD (`—' 1—' cel I I I--- � --I , � z W o _w_ LJ ___ --�a - +17'-0" T Q w Z � +16'-6" NGVD �l I ( "" I � , --� z WATER LINE 14"Ox6'-0" DEEP NGVD `� � < \ \ \ \ ilkAUGERCAST CONCRETE .FSAWCUTS E_ $: F- ¢ w+15 -11 NGVD ^ UC)ANCHOR PILE (TYPICAL � ¢ 16' 6" RADE W/ �4' 0" O.C. o10 BOND BEAM W/ 2-#4 6 LOCATIONS) POOL DECK I - ' E� CH WAY 0 v o o CONTINUOUS AROUND W v� o _j I PERIMETER (TYP) '� NGV _��I� _ l = � 05 4 I Q !i I! NEW TWC STORY MASONRY z o o 7/ 1lKi1 �_ I -- AND TIMBER FRAMED O _j � 6 CONCRETE POOL WALL ml GVD L- STEPS RESIDENCE AS PER F` 3 -0 x3 --0 x1 -0 D CONCRETE / W/ #4 REINFORCING ® 12 !I 3 -0 !I FOOTING SEE STRUCTURAL SECTION _ f O.C. EACH WAY, (TYP) STRUCTURAL SHEETS S--1 o I ;j j� THROUGF S-7. DATED o 1/S-7. TOP OF FOOTING SHALL .1 L.+12 -4 NGVD I: 6/01/01. _ BE LOCATED BELOW BOTTOM OF - POOL SLAB SHELL OF PIE F 14"0 '--0" DEEP TWO I I I! x6 AUGERCAST CONCRETE ! ! I ANCHOR PILE (TYPICAL �MBERES 1 t P4 1 POOL t' ECTION 6" CONCRETE POOL SLAB 6 LOCATIONS) I I (--2 S --�__�I DEPTH VARIES W/ #4 REINFORCING 0 12" � � 1--0" TO 5'-0" �_lSCALE: 3/8" 1'-0" O.C. EACH WAY (TYP) I I t _ 4 x P.T.SYP N0.2 POST r.� 1 S STRUCTURAL SHEET S-7 / 1�7 4,,.EL.+11'-0" NGVD 2 '1 P OF PIL f 1 I 3/8 MORTARLi JOINT ! - l I L� �_�� v --j I I� I I 4" S.O.G. W/ 4'-0" O.C. I 1 II I 1 BULLNOSE COPING AS Pf- 9 SAWCUTS EACH WAY. ' „ ► ___ _. __ ¢ ARCHITECT DES1(W FINISH TO BE DETERMINED EL.+10 4 NGVD i BALCONY ABOVE � BY ARCHITECT BEND OVER 5--#5 VERTICAL TO OF PILE t' 1 " 0 C.] +16'-6" NGVD REINFORCING FROM AUGERCAST 1 „ I 3 -0'x,3 - 0 x1 -0 CONCRETE FOOTING o w WATER LINEI ,�-- , „ I POOL SHELL CONCRETE PILE INTO MONOLITHIC � ,I ,.. 10 -11 I' � SEE STRUCTURAL SECTION 1/S-7. TOP OF � ¢ +15 -11 NGVD ® \ \ \ 2 0 x2 -0 I r GVD r `I, FOOTIVIG SHALL BE LOCATED BLEOW _ // //�/ _ • / o PILE CAP - -- �� --�� 1 5'-0") I l� ��------- BOTTOIM OF POOL SLAB SHELL i¢ m 6" WATERLINE � '� _ TILE L--�- .rt -- -. -�r t~ J [ m F- BOND BEAM W 2-#4 - LO 4 CONCRETE SLAB ON - 14"0x6'-O" DEEP AUGERCAST to ¢ / _ e APPROVEDR 'P F.ON BEACILAN AS MIS"11 D Z CONTINUOUS AROUND 4 HORIZONTAL ® GRADE W/ 4'-0" O.C. 4 CONCRETE ANCHOR PILE (TYPICAL ANFLCOASTAL IDAD VT. F:N1S PEREMETER (TYP) SAWCUTS EACH WAY 6 LOCATIONS E FLORIDA-L P`r.aN } - ¢ 12" O.C., CENTERED P-�1 ) �NVYRarrrn>NTnz.PRo•1'EcrluN 1, 0„ #4 VERTICAL ® -�— � AI'1'ROVEn CONSTR[7C'I70N AND ANY OTHER AU-11101117n _j V) ACTIVITIES MUST COMPLY WITH ALL CONDITIONS 01,''I H 12" O.C., CERNTERED 14"x6'--0" DEEP AUGERCAST PN.imiT.CONS` RUC7VIONAND ACTIVITIES ARE STRICrr. ' r"� CONCRETE ANCHOR PILE LIMITED TO THOSE BOTH SHOWN ON THE APPROVED III MS `.J Ld AND LISPED IN'fliE PROJECrDESC:RIPTION.`['ITIS PERM I' TYPICAL COPING/EDGE DETAIL (TYPICAL 6 LOCATIONS) rmnY�EIrl « `xloCit.I61,r.s.,AND U`L'}IERPH:Itvllrs i �� d 3a 3 SECTION POOL AND DECD PLAN ,vrD DA 'E PErt,1rrNO. - P-1 SCALE: 3/4" = 1'-0" SCALE: 1/4" = 1'-0" 1'-2" GENERAL NATES: THE POOL HAS BEEN DESIGNED NOT TO INCREASE 2'-0" 1) CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI THE RISK OF DAMAGE OF ADJACENT DWELLINGS AT 28 DAYS. DURING COASTAL STORM EVENTS. • 2) USE GRADE 40 REBAR AND TIE ALL INTERSECTIONS. RECEIVE[) 3 ALL PLASTIC PIPING TO BEAR NSF SEAL OF APPROVAL AND BE BULLNOSE COPING A PERGRADE 40 FOR DIAMETER LESS THAN 6" OCT 14 AUGER CAST CONCRETE 4 PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING U �U01 ARCHITECT DESIGN PILE w/ 5-#5 x 7'-0" LONG w/ #3 TIES CSD 12" oc CODES, PRIOR TO BACKFILL OVICEOF13FA AT 6 +16'-6" NGVD - '-0" LONG PILE 5) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTFP. AST WATER LINT= TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTY �� +15--11" NGVD ' //\//�//ter T PILE VARIES PROCTOR TEST. BACKFILL SHALL BE IN 12" LAYERS • • \�\�\\i�` o SEE PLAN 6) EXPANSION JOINTS AT 4 -0 MAX. Sf'AGINr PERPENDICULAR TO BEAM. 6" WATERLINE I 7) THE OWNER SHALL INSTALL AND MAIN 'AIN A FOUR (4') FOOT HIGH TO THE BEST OF THEENGIN ' TILE ' (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED EERS KNOWLEDGE AND BELIEF , DRAWN o LOCAL CODES). PRB -- BOND BEAM W/ 2-#4 I 8) REFER TO THE ARCHITECTURAL PLANS FOR THE LOCATION, LAYOUT, AND THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPL ANCE CHECKED CON 17N000S AROUND 0 ARCHITECTURAL DETAILS OF THE POOL, AND RELATED POOL DECK, WITH THE STANDARDS ESTABLISHED IN SECTION 62B--33.0 a7, CCK #4 HORIZONTAL ® PENFME TFR (TYP) FLORIDA ADMINISTRATIVE CODE. . 12 0.c., CENTERED \_ #4 PILE SECTIQN730/01 BOT PILE VARIES THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN scA/, VER I'"AL SCAL E• 1 ':'" I U" r ESTABLISHED IN ACCORDANCE WITH ANSI ASCE 7-88 AS NOTED 12 O.C., �,f RN1LN � (JULY 1993), MINIMUM DESIGN LOADS FOR BUILDINGS AND JOB NO. T YF) L I L OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND I E01-078 - LOADS ASSOCIATED WITH A MIN. WIND SPEED OF 110 MPH SHEET 4 SECTION ELEVATION THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AVD THEIR USE INCORPORATED INTO THE DESIGN AND SCALE: 3/4" 1'-0" SCALE: 1 /�4" 1'-D" SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88 -- = -1''� I � G (JULY 1993), MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WI TH WIND to / LOADS ASSOCIATED WITH A MIN, WIND S 1 MPH SHEET 1 OF 1