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Beach Ave 2102 Cabana .:a a HANDRAIL AS PER X 9.2 <` LANDSCAPE ARCHITECT'S REQUIREMENTS X 9.6 X 9.2 8"x8" CMU OPEN BOTTOM 4'_0►, r....< LINTEL BLOCK BOND BEAM w/ 1-#5 CONTINUOUS MINIMUM C-1 ° " \ \ EL. +13.67' NGVD TOP OF WALL > » ARCHI ECTURAL� FINISH N89 " 5000E 59 . 57 I I e . ' ASP OWNER'S _ _ x 1-0.5I HOLD REQUIREMENTS o X 9.3 o I I o Pet, . 2 1/2" CLEAR ' I NGVD I I o v 1 I WALL -I °°-------i_ I i ,> - NOTE: Ir------ ----------------- -------- F , ►► - 1I I I 8 CIU RETAINING 8 CMI�` ETAINING ►WALL oI X INSTALL �CON' I I I WALLMAND CONCRETE HOLD VERTICAL w/ 1-#5 VERTICAL.:® 16 O.C. Q ® 16'-0" O.t _________ REINFORCING TOWARDS HOLD VERTICAL RE7IORCING , I F I I FOUNDATION. STEP >- INSIDE FACE TOWARDS INSIDE FAC : .FILL I = I I I FOOTING 8" AS Z ALL CELLS SOLID w/ CONCRE'15E I I __-J 110.1 3 �p 8 COURSES HIGH DRAINAGE WEEP HOLES „--- ...... I I ► REQUIkED C ) I I I 1 _ ® 48" O.C. . r:. w ......::::.:.:.:..:...:.... I I m..........:.::..:: I I' ,: ....w.w...............w.:......................,..............1 1 IX 1 .5 I w 1-#5 VERTICAL DOWEL w/ I LJ EL. +9.67' NGVD J _ 11 -x- t i I EL. 1+13.67' NGVD z r- STANDARD 90 BEND AND I = TOP OF GRADE .:.: � I I' :::::::: t I 1 TOR OF WALL own w/ I I 25" MIN LAP VERTICAL I , i; 11 I I REINFORCING 0 16" O.C. : I I 4 II IE7. `�------ --, I >�. ,'"' IIA I` I I 3 I �C 36" 12"x48" CONCRETE FOOTING �,/\\/ _ \/\/ EL. +8.33' NGVD =I I W/ 4-#4 CONTINUOUS AND \ F ``` C-1 " TOP OF FOOTING I 1= I I I 1 X 9.6 w . .:. . .:. . I I I ► I 1 = #4 x �3 -6 HORIZONTAL °. p'� i I ,}{ \ I I I i I t•- ® 16 O.C. ALIGNED w/ a : a ° ° a ° -I II I 1 I ?I } a c14" VERTICAL DOWELS I EL. +7.33 NGVD DOWEL 3" CLEARBOTTOM OF FOOTI 0 2►_4,► 8» 1,_p„ 4-#4 CONTINUOUS II I I I X 11 .9 i i l 1 .2 0 1 to 1/2 49_099 EL. +13.67' NGVD I I I I c- I Z* SEALANT TYP. PRE-FORMED II I TOP OF WALL X 10.2 3 I I I I BOTH FACES. NEOPRENE GASKET „ „ I c_1 I , W j FULL HEIGHT OF WALL 4'-0 EXPOSED 8 CMU RETAINING WALL SIMILAR 11 ^ 1 =:. - .: . . SECTION I _. I I L i_� I 0 i :.: �; .� - SCAM.- 3/4„ - 1,_p►, _ : ; . 9.4 ., r., .,,. ..... . n: 1 0 I -#5 VERTICAL, FIRST HANDRAIL AS PER CELL EACH SIDE I I II I I OF CONTROL JOINT. �- LAND REMEN S ARCHITECT'S I I I X 8.8 I 0 I C.J. FILL SOLID WITH CONCRETE REQU I i I j j8"x8" CMU OPEN BOTTOM NOTE: I I II t/ LINTEL BLOCK BOND BEAM X .5 C.J. INDICATES CENTER LINE I I X 12. 1 I 1 w/ 1-#5 CONTINUOUS I I OF CONTROL JOINT CSD 16'-0" O.C. I I X 9'4 X 11 .8 I BRICK 3,_009 -` ARCHITECTURAL FINISH I 1 SIMILAR ; CMU CONTROL JOINT AS PER OWNER'S I C-1 I 13.80 I MINIMUM REQUIREMENTS 'H 1 I 1 � . .v s , j I I X 9.s 1 I 1 2 DETAIL X-s--X- --- o , , EL. +13.67 NGVD I I I X 9.1 -I r\//\ / �/.\/ /� TOP OF WALL I I I 1 1 C-1 SCALE: N.T.S. I I i X 10.6 `O I 13.74 ► '' - NOTE: I I I 1 I I HOLD -o INSTALL CON IL X 9.4 j I j 2 t/2" CLEAR I CSD X 16'-0" 0.( I X 12.0 I I Q I I I 8" CMU RETAILING WALL � I I w/ 1-#5 VERTICAL ® 24"'\O.C. DRAINAGE WEEP HOLES X 10.9 I I I HOLD VERTICAL HOLD VERTICAL REINFORCI III II I REINFORCING TOWARDS =- 48 O.C. FACE.TOWARDS INSIDE ,o INSIDE FACE EL. +10.67' NGVD I ALL CELLS SOLID CONCRETE O (7 COURSES HIGH) N � TOP OF GRADE X9.1 z I Qi I i 1-#5 VERTICAL DOWEL w/ 00 X 11 .8 I 1 STANDARD 90' BEND AND NX, N f 25" MIN. LAP w/ VERTICAL \/\� EL. +9.00' NGVD I + -}- I I REINFORCING 0 24 O.C. I c > >> > I I S89 5 0 0 0 W 66 . 56 TOP OF FOOTING 36" o � I 12.028.00' . • a • X 11 .7 12"x42" CONCRETE FOOTING ° c ° EL. +8.00' NGVD W/ 4-#4 C 3„ CLE CONTINUOUS AND BOTTOM OF FOOTI R 14" #4 x 3'-0" HORIZONTAL 4- 4 CONTINUOUS C� 24» O.C.VERTICAL DOWELS 1'-10" 8" 1'-0" # EDGE OF PA VEMENT '`� 5 DOWEL 3'-6" REVIEWED FI 11 .48 CITY OF SEE20TH STREET N S- 0" EXPOSED 8" CMU RETAINING WALL > UIREN (40' R/W) X 11 .00SECTI REMWW�. X10.67 3 ON �_i SCALE: 3/4" ftw* ,q and ra SITERETAINING WALL PLAN � � E zoning, subdivision SCALE: 1 /8" = 1 -0" development regulations, � nbeissn' V a = idthe cce X 10.9 -INDICATES EXISTING ELEVATION local, State and Fgil6ral must be verified bysignati Beach Building l pe -ELEVATIONS BASED ON NGVD 1929 Building Permit. Approved 8y: Date: 7MI 12'-8" 18'-8" 12'-g'► 8" CMU EXTERIOR BEARING 8" C� WALL w/ 1—#5 VERTICAL WALL ® 40" O.C. (CENTER IN CELL) ® 40 8'-4" ,0'-4" FILL CELL SOLID w/ 3000 psi FILL i RECESS SLAB 1 CONCRETE GROUT CONC 3 /2 FOf� /4 1—#5 VERTICAL DOWEL a J 1—#5 VERTICAL DOWEL a J SHOWER STEP ® 40" O.C. w/ STD 90' Z Q ® 40" O.C. w/ STD 90' J Z CJ Z 2—#4x3'-0" _,_,.__.— :....... ......; . ._, _ ..................� 46„ BEND INTO CONCRETE — � BEND INTO CONCRETE � ORIZONTAL ATI FOUNDATION ALIGN w/ �' FOUNDATION ALIGN w/ ~ WALL REINFORCING ABOVE in 4" SL SIDE CORNER I �.,;T___ ___�� I 10"d x16"w M( lOLII�FiI WALL REINFORCING ABOVE 4 SLAB ON GRADE, N 0»d 2» `N SEE PLAN SEE f M ;THICKENED S:LB wl 2 x1 w MONOLITHIC w MONOLITHIC I �`` � i2—#5 CONAL OUS I CONCRETE FOOTING w/ a a ,F ,: FOOTING w/ I I °, r '` I I I 2—#5 CONTINUOUS ° ---X-- X ° X x ° x x: M. CONTINUOUS _ 0 cvl 1 { I - „ .� 10"d 6"w MONOLITHIC : I ' I �� x1 8„ ---\a SA1! CJT JOINT _ I . a a THICKENED SLAB w/ 3" CL • p L. �-- —I �5 DOWEL IT 2—#5 CONTINUOUS 1►_4» ,1 /rN2 .:..:.:::......._, ,................: x w MONOLITHIC _ l I �' CONCRETE FOOTING w/ 0 d x16 �v MONOLITHIC I }> T r�... J. , I f I �_� . ___�..�_•�_.�_ I 2—#5 CONTINUOUS 1 —0 THICKENED SLAB w/ ' r� ` I 2—# CONTINUOUS ,,, CABANA MONOLITHIC FOUNDATION CABANA MONOLITHIC THICKENI r-------------- , ---1 � I �� I I �1 1�I I `� S— I INCREASE SLAB TO 6" THICK. I I TYPICAL I WCUTI JOINT. m... T -mom ,. ' WCUT I JOINT,,/ I ADD #4 HORIZONTAL ® 12" O.C. , SECTI 0r2**� SECTION — — I — — EACH WAY, MID DEPTH » , Ch 3 " I S-1 SCALE: 3/4 = 1 —0 S-1 SCALE: 3/4 = l'—O" /4 STEP �- I » SLOPE SLOPE SLOPE I 1— 5 VERTICAL DOWEL WALL I 3 ® 0" O.C. w/ STD 90' ® 40' 3 I S-1 4" SLAB ON GRADE, BEND INTO CONCRETE FILL t 3 SLOPE SEE PLAN FOUNDATION ALIGN w CONC Q ` 4" CONCRETE SLAB ON GfAD / + � w/ WWF 6x6 W1.4xW1.4 OVER w i WALL REINFORCING ABOVE 4" SL o I 3 I 6 MIL VAPOR BARRIER ON= ._°` 3 O I 4" CONCRETE SLAB ON GRADE :: � - X-- X a SEE f . ` I w WWF 6x6 W1.4xW1.4 OVER i, r cn I S-1 TERMITE TREATED S-1 I I / �/\� `J \ °e /\/��\���� COMPACTED FILL I 6 MIL VAPOR BARRIER ON x— ` I TERMITE TREATED \\i ����� - °° ° -° -- — MP IL -- - Q I COMPACTED FILL N FOOTING I _... . .... .. . . ...... 20"d x12"w MONOLITHIC CONCRETE FOOTING w/ . — .. ......:::.::::....::.�...:..........:..:.:::::::....................,.:::.�.,,..._: _ 2 5 TOP AND BOTTOM 20"d x12 w MONOLITHIC CONTINUOUS AND #3 BAR 31CLR101/2"d x16 w MONOLITHIC 3 CL 16'-0" 12'-0" 16'-0" CONCRETE FOOTING w/ SUPPORT STIRRUPS it—0 1 THICKENED SLAB w/ 1'-4" 2—#5 TOP AND BOTTOM, CSP 32" O.C. 2—#5 CONTINUOUS 44'-0" CONTINUSUUPPORTOSTIRR SUS AND TIRRUPS BAR CABANA MONOLITHIC FOUNDATION MONOLITHIC THICKENED SLAB CABANA MONOLITHIC FOUNDATION PLAN 0 32" O.C. _ » K-3 SECTION 4 SECTION SCALE: 1/4" = l'—O" �_i SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" _ 1'-0" PLAN NOTES: I. 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION +0'-0". 2) BOTTOM OF EXTERIOR FOOTING ELEVATION —1'-8". 3) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS. 8„ 8„ — — — SAWCUT JOINT 3/4" DEEP SAWCUT w/ 4" SLAB ON GRADE, w-._:W_........... 4 1—#5 VERTICAL EACH 6 ELASTOMERIC SEALANT SEE PLAN y I Q.�� NNIS ABOVE SIDE OF OPENING, S-3 1—#5 VERTICAL a,�-x---�c x—=x °. � [ SEE DETAIL 7/S-1 AT EACH CORNER, m, ,,, ,,,,....w.....,..._m. ,,,,,,»»»„r,,, »,,,,,. :.n,,,,,,,,,,,,,,, „r »...,,,..� TYPICAL x16 x8 CMU $ x121 I R COLUMN w/ CYPRESS BEAM _ 1 L-1 NOTE: SAWCUT CONCRETE SLAB WITHIN ° 5 VERTICAL IN 4 TO 12 HOURS OF CONCRETE PLACEMENT I ' CH CELL, SEE i.:. _ CO oo °• DETAIL 6/S-1 QI I 2 8 CMU EXTERIOR wl I m S2 BEARING WALL w/ SIMILAR . EXTERIOR N MI I TYPICAL 1—#5 VERTICAL 7 WALL w/ WI I ``� L ..,. — ® 40” O.C. S_3 » 00 h15 VEIRTICAL SAW 'DU T SLAB 8 x16 x8 CMU COLUMN VERTICAL I I - „ AT E,�'CH 4 CMU IN—FILL 1—#5 VERTICAL 40..:,. O.C. UI I _ INTERSECTION a WALL REAR..__. ... v..- AT EACH CORNER, 5 D E AIL 6 D T E T A I L I I OF FIREPLACE TYPICAL ; _ � SCALE: 3/4” = 1'-0" / _ I [ __ S-1 SCALE: 1 1 1'_0» _ 1—#5 VERTICAL 2 BATH GROOM I ` �� .. AT EACH WINDOW/DOOR ---------------- ------ • ION VERTICAL -------- INTERSECTION E SECT . ROUGH OPENING CENTERED IN CELL, 1—#5 VERTICAL, FIRST FIRST TWO CELLS » ,> 1—# VERTICAL IN FIRST EL — 5 VE 5 CAL N TWO CELLS AT END OF 1 pc 2x8 P.T. SYP L 8"x12" BALD CYPRESS 1 # LL a ., :;y WALL/BEAM SUPPORT,�^ No.2 "BUCK" ® 4 ,., .. .� _ . .,.,.�,,.. , ��----� 4 CMU PARTITION: 1M1IALLS � = BEAM -- I 0 0 I I I ! SEE DETAIL 8/S-1 AT SIDES OF FIRE -- ---------- I 3 3 (INSTALL AFTE.K "L-2" '• 1—#5 VEf3ICAL EACH TYPICAL ___________ S_3 LINTEL COMPLETE) I I a -------------- ---- -------- E SIDE bF OPENING I r— I ABOVE I I w ', ' •"' 8"x12" CYPRESS BEAM ,:��� I I •..........., �:: ' I I m { ,. SEE DETAIL 7/S-1 Q I I _........:..:. 3Q I I I I DETAIL D ETAI L w l I w l I I I 7 8 m l I m l I I I uj V w I I < W I I MEDIA '. I I S-1 SCALE: 3/a" = 1'-0" S-1 SCALE: 3/4" = 1'—p„ SEATING ry I I I I I I U } i I } N 25" LAP MIN. U 5 L) I I 5 I - I ao S-3 SIMILAR X I I X 1—#5 VERTICAL ..:ao I I 'co I I I 18"x16"x8" CMU FILL CELL OLID ---------------- ----- — / CONCRETE _ _______________ t�t CORNER COLUMN w 1 5 VERTICAL EACH I (� 1—#5 VERTICAL IN CORNER, INTERSECTION, ---------------- 4 - ---------------------- � " X12" CYPRESS BEAM S— ABOVE 8"x12" CYPRESS BEAM �— EACH CELL, SEE 8 CMU WALL d AND 0 40 O.C. J „..:.w„ DETAIL 6/S-1 FILL CELL SOLID w/ # .,,,,rr ������-. . . .�.»»..�.».. 5 HORIZONTAL 3000 psi CONCRETE N TIE BEAM REINFC i CABANA WALL REINFORCING PLAN #5 HORIZONTAL SCALE: 1/4" = 1'-0" TIE BEAM 8 CMU WALL REINFORCING 1) ALL EXTERIOR LOAD BEARING WALLS AND INTERIOR © INDICATES 8" CMU LINTEL BEAM TYPICAL HORIZONTAL SP PARTITION WALLS SHALL BE CONSTRUCTED w/ 8 CMU AS PER DETAILS ON SHEET S-2 TYPICAL CORNER SPLICE AND REINFORCED w/ 1—#5 VERTICAL AT EACH CORNER, _ INTERSECTION, AND ® 40" O.C. „ g SECTION ,o SECTION 2) ALL ROOF HEADER BEAMS SHALL BE 8 x12 BALD CYPRESS NO.2. AS INDICATED S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" 4"x8" BALD CYPRESS NO.2 6 2"x6" P.T. SYP No.2 8"x12" BALD CYPI EXPOSED RAFTER TAILS ® 32" O.C. S_3 TOP PLATE w '/2"Ox12" BEAM w ' 2" 4 w/ 2x8 SYP N0.2 RAFTERS CSD 16 O.C. / / / s�x2' S- w/ 2"x6" SYP NO.2 CEILING JOISTS ® 16" O.C. 2"x6" P.T. SYP No.2 HOT DIPPED GALVANIZED HOT DIPPED GALV TOP PLATE w/ 1/2"Ox10" ANCHOR BOLT w/ 2%2"x'/8 ANCHOR BOLT w/ 4"x10" BALD �I = HOT DIPPED GALVANIZED PLATE WASHER ® 24" O.C. PLATE WASHER CYPRESS NO.2 � ANCHOR E30LT w/ 2"x2"x'/8" AND EACH END EXPOSED HIP 8 x12 8x8 CMU OPEN RAFTER _ CY R FM AM _- _ ___ _ PLATE WASHER C� 24" O.C. EXTERIOR BOTTOM LINTEL BLOCK 8"x8" CMU OPEN 7 I j t :.w I 4"x8"x3'-6" BALD CYPRESS NO.2 4" FORMED CONCRETE w/ 2-#5 TOP, BOTTOM LINTEL BI 8"x16"x8" CMU �`� I I INTERIOR CONTINUOUS w 2-#5 TOP, -3 �'� I I ; I I EXPOSED RAFTER TAILS ® 32" O.C. SIDE BOND BEAM w/ 2-#5 CONTINUOUS CORNER COLUMN ¢I I —H SPLICE TO 2"x8" SYP NO.2 RAFTERS TOP, CONTINUOUS _ BELOW I::.: 00 - � i I r' -=.. r I .':..:.::..:::.:..'.` I , - I 04 8" PRECAST 8 PRECAST B LD CYPRESS N0.2 WIII I I I ice.., :, �I I I'` I I I 4"x8" BALD CYPRESS No.2 �I LINTEL w/ 2-#5 8 PRECAST I LINTEL w/ 2-#5 I I - LINTEL w/ 1-#5 CONTINUOUS ED RAFTER ® 32 O.C. I ,� ,o ' I I '' -- EXPOSED RAFTER 0 32" O.C. LOWER SHED ROOF CONTINUOUS `� I I Q CONTINUOUS FRAMING w 4"x8" / C-) BALD CYPRESS NO.2 L-1 L-2 L-3 RAFTERS 032" O.C. ---- AT DOG GROOMING AND AT DOG GROOMING AND AT COVERED SEATING I I BATH WINDOWS BATH DOORS AND MEDIA --- ---- --- --- �._.T_ I --- —+�' ---- +— --- 4"x1 " BALD --- ��-- --- CYP ESS NO.2 --- ---- --- --- I -. I -_--- --- - - TYPICAL LINTEL ABOVE OPENINGS NOTES: EXP SED HIP 1) FOR OPENING LOCATIONS, SEE ARCH RAFTERS 2) 2 ��--- I--I • PROVIDE 8 BEARING EACH SIDE OF S-3 ��Q i -- --- -- I V., ��Q N o 1 DETAIL 3) GROUT LINTEL SOLID w/ CONCRETE. I +�0, +zO• zN S-2 SCALE: 3/4» = 1,_0» 3 + �-- --- ---- --- — �' III Q --- - - --- ---J [oil w@ ® CMU/CONC. TIE 8"x8" PRE-CAST LINTEL CMU/CONC. TIE 8"x8" PRE-( 6 a I II 3 8"x12" CYPRE BEA Q II I 4 6 I II o_ V) BEAM AS PER PLAN w/ #5 AS PER PLAN BEAM AS PER PLAN w/ #5 AS P m li,l m I,il II W U w S-2 I��I I��I S-3 S— I��I � Li- Q — — — — — — < - - Oui 5 w I';I ,, +� I; I U m O. 0- S_ it I +�� O•;y� N _ �w 8" CMU WALL 8" CMU WALL - - - - - - - - •o U U •o °x° o AS PER-PLAN AS PER-PLAN CL C14 x X x IIII IIII IIII w x II oo — _ — ---- --- --- I 4"x10" BALD I --- — — — -- --- --- 8"x1 "x8" CMU CYPRESS N0.2 - CORNER COLUMN 8"x12——" CYPRE BEA EXPOSED HIP 8" 12" CYPRE BEA BELOW FASTEN 2"x8" P.T. FASTEN 2"x8" P.T. RAFTERS SYP No.2 WINDOW i BUCK TO 8 CMU w SYP No.2 DOOR BUCK TO 8" CMU w/ 4"x8" BALD CYPRESS NO.2 4"x8 BALD CYPRESS NO.2 S4 2 ROWS 1/4"Ox3'/4" 2 ROWS '/4"Ox3'/4" EXPOSED RAFTERS ® 32" O.C. EXPOSED RAFTERS 0 32" O.C. TAPCONS ® 16 O.C. TAPCONS ® 16" O.C. on INSTALL 6pcs MINIMUM INSTALL 8pcs MINIMUM EACH SIDE EACH SIDE 5 CABANA ROOF FRAMING PLAN S- 2"x8" P.T. SYP 2"x8" P.T. SYP No.2 WINDOW SCALE: 1/4 = 1'-0" BUCK No.2 DOOR BUCK I I — I I I F 1) ALL EXTERIOR LOAD BEARING WALLS AND INTERIOR ROOF SYSTEM DESIGN LOADS PARTITION WALLS SHALL BE CONSTRUCTED w/ 8" CMU CONVENTIONAL ROOF SYSTEM DESIGN LOADS: R ON AND REINFORCED w/ 1-#5 VERTICAL AT EACH CORNER, RAFTER DESIGN DEAD LOAD = 10 psf 2"x8" WINDOW BUCK FASTENING TO CMU 2"x8" DOOR BUCK FASTENING 1 INTERSECTION, AND @40 O.C. S. 2) ALL EXPOSED ROOF HEADER BEAMS SHALL BE 8"x12" RAFTER DESIGN LIVE LOAD = 20 psf BALD CYPRESS NO.2. AS INDICATED2 DETAIL 3 DETAIL 3) ALL EXPOSED ROOF HIP RAFTERS SHALL BE 4"x10" BALD CYPRESS NO.2. AS INDICATED S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" 4) ALL EXPOSED ROOF RAFTERS SHALL BE 4"x8" BALD CYPRESS NO.2. CSA 32" O.C. 1/2" CDX PLYWOOD ROOF SHEATHING. 12 FASTEN w/ 8d COMMON WIRE NAILS INSTALL 1"x6" ® 4" O.C. EDGES AND 6" O.C. FIELD 5 GROOVE CEILIN( of O.C. FASTEN w/ 2pc INTO EACH EXPOSED RAFTER ® 32 V "( STEEL RING SH ' CDX PLYWOOD ROOF SHEATHING. EXPOSED RAFT[ /2 FASTEN w/ 8d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD ` INTO EACH EXPOSED RAFTER 0 32" O.C. � v I 1 pc—'/2"O x12" HEX HEAD LAG PLUG HOLES 01 3pcs 5/e�� x28�� HOT DIPPED 12 SCREW w/ 11/2"0 WASHERS. FINAL TIGHTENII 5 Z 2 GALVANIZED THREADED STUD DRILL AND COUNTERSINK 11/ " �� �� � �� SECTION A—A AND AFTER FR. w/ 3x3 x /4 PLATE WASHERS AND HEX NUTS, TOP AND BOTTOM INSTALL 1%6" TONGUE AND 8"x12" BALD GROOVE CEILING DIAPHRAGM, o: CYPRESS NO.2 1 FASTEN w/ 2pcs 8d STAINLESS -' U ROOF BEAM STEEL RING SHANK NAILS AT EACH EXPOSED RAFTER INTERSECTION. i? 3pcs 5/8"�bx28" HOT DIPPED 4"x8" BALD CYPRESS NO.2 LAG SCREWS SHALL HAVE 1.-H g GALVANIZED THREADED STUD EXPOSED RAFTERS ------ DRILLED LEAD HOLES WITH UJ w/ 3%3"x1/4" AND HEX NUT, „ m TOP AND BOTTOM ® 32 O.C. A DIAMETER APPROXIMATELY 2pcs 1/2 Ox8 HOT DIPPED 2pcs 16d RING SHANK 50� OF THE SHANK DIAMETER w GALVANIZED HEX HEAD TH STAINLESS STEEL TOENAILS OF THE LAG SCREW. THE 4"x10" BALD CYPRESS NO.2 " BOLTS w/ 11/2"0 WASHERS EACH SIDE OF EXPOSED THREADED PORTION OF THE EXPOSED HIP RAFTERS HEX NUT, IN A TOP AND B 1-#5 VERTICAL ' RAFTER INTO ROOF BEAM LAG SCREWS SHALL BE AT EACH CORNER ORIENTATION. DRILL AND IN EACH CELL " INSTALLED BY TURNING WITH 2» 8%12" BALD CYPRESS » " A WRENCH AND NOT BY DRIVING COUNTERSINK 1 / N0.2 ROOF BEAM 8x12 BALD WITH A HAMMER. SOAP MAY BE (TYPICAL 4 LOCATIONS) CYPRESS N0.2 8" 1'-4" OVERHANG 8%16%8" CMU ROOF BEAM USED ON THE LAG SCREW TO COLUMN BELOW FACILITATE INSTALLATION. A A 4"x8" CYPRESS EXPOSED RAFTER FASTENING BALD CYPRESS ROOF BEAMS TO 8"x12" CYPRESS ROOF BEAM WITH 16 )1 x8" CMU SUPPORT COLUMN 5/$ "0 x12" HEX HEAD LAG SCREW 4 DETAILK-5 SECTION 4"x10" CYPRESS EXPOSED HIP RAFTER s-2 SCALE: 3/4" = 1'-0" s-2 SCALE: 11/2" = 1'-0" FASTENING AT PEAK INTERSECTION WITH 1/2 "0 x8" HEX HEAD THROUGH BOLTS 6 DETAIL S-2 SCALE: 11/2" 4"x8" BALD CYPRESS NO.2 8"x12" BALD 8"x12" BALD CONVENTIONAL ROOF SYSTEM DESIGN LOADS EXPOSED RAFTERS CYPRESS No.2 CYPRESS No.2 ® 32" O.C. ROOF BEAMS ROOF BEAMS RAFTER DESIGN DEAD LOAD = 10 psf RAFTER DESIGN LIVE LOAD = 20 psf FASTEN COLLAR TIES TO RAFTERS w/ ' 8-12d COMMON WIRE NAILS EACH END —_—� 12 '/2" CDX PLYWOOD ROOF SHEATHING OVER 3/4"x4" wide 4"x10" BALD CYPRESS 5 PLYWOOD FILLER STRIPS. FASTEN w/ 8d COMMON WIRE NO.2 EXPOSED CORNERNAILS ® 4" O.C. EDGES AND 6" O.C. FIELD HIP RAFTER V� io 2"x6" SYP No.2 INTO EACH 2"x8" RAFTER ® 16" O.C. COLLAR TIES SIDE VIEW 0 16" O.C. 4"x8"x3'-6" BALD CYPRESS NO.2 E, .....:........... ...u._._ TAILS ® 32" O.C. SPLICE TO 2"x8" PLUG HOLES ONLY AFTER TOP VIEW 2pcs-5/8"O x12" HEX HEAD LAG 2pcs-5/g"0 x12" HEX HEAD LAG I 3 ROWS 16d COMMON WIRE NAILS Q FINAL TIGHTENING OF LAG SCREWS11/2"011/2"0 AND AFTER FRAMING INSPECTION SCREWS w/ WASHERS SCREWS w/ WASHERS 2"x8" SYP No.2 `*+ 2pcs SIMPSON H2.5 CL DRILL AND COUTERSINK 1 /2 DRILL AND COUTERSINK 1 /2 `"� , EACH RAFTER TO 2"x6' I RAFTERS 0 16" O.C. N INSTALL 1"x6" XPOSED RAFTER FASTENING 8"x12" CYPRESS ROOF BEAM FASTENING GYPSUM DRYWALL GROOVE CEILII CEILING `_ FASTEN w/ 2 PRESS HIP RAFTER WITH TO 8 x12 CYPRESS ROOF BEAM WITH ww = STEEL RING S EX HEAD LAG SCREW 2pcs 5/R "0 x12" HEX HEAD LAG SCREWS '04 2"x6" P.T. SYP No.2 EXPOSED RAF 01% SECTION TOP PLATE w/ '/2"Ox12" INSTALL 6pcs. ECTI ON 4 HOT DIPPED GALVANIZED RAFTER TO ANCHOR BOLT w/ 2"x2"x'/e" INSTALL 2"x8" P.T. SY CALE: 11/2" = 1'-0" S-3 SCALE: 1 ' = 1'-0" _ /2 PLATE WASHER ® 24 O.C. cv BLOCKING IN—BETWEEN X PLYWOOD ROOF SHEATHING. \ DOWN AS REQUIRED F� 8x8 CMU OPEN c� BOTTOM LINTEL BLOCK € TOE—NAILS EACH SIDE w/ 8d COMMON WIRE NAILS BOND BEAM w/ 2—#5 TOP .C. EDGES AND 6" O.C. FIELD CONTINUOUS CH EXPOSED RAFTER COD 32" O.C. 0 8" CMU EXTERIOR BEARING 1 pc—'/2"0 x12" HEX HEAD LAG 10 WALL w/ 1—#5 VERTICAL SCREW w/ 11/2"o WASHERS. 0 40" O.C. (CENTER IN CELL) 5 DRILL AND COUTERSINK 11/2" FILL CELL SOLID w/ 3000 psi CONCRETE GROUT INSTALL 1"x6" TONGUE AND ¢ 1–#5 VERTICAL DOWEL GROOVE CEILING DIAPHRAGM, 4" CONCRETE SLAB ON GRADE'/ a ® 40" O.C. w/ STD 91 FASTEN w/ 2pcs 8d STAINLESS '/i" CDX PLYWOOD ROOF SHEATHING. w/ WWF 6x6 W1.4xW1.4 OVER z a BEND INTO CONCRETE FASTEN w 8d COMMON WIRE NAILS >- STEEL RING SHANK NAILS AT EACH / 6 MIL VAPOR BARRIER ON F FOUNDATION, ALIGN w, EXPOSED RAFTER INTERSECTION. 12 4 O.C. EDGES AND 6 O.C. FIELD TERMITE TREATED WALL REINFORCING AB INTO EACH EXPOSED RAFTER ® 32" O.C. COMPACTED FILL `V 5 ;I INSTALL 1"x6" TONGUE AND " �` —"� a� " " " " 4, GROOVE CEILING DIAPHRAGM, :Q , a FASTEN w/ 2pcs 8d STAINLESS o \ � 4 STEEL RING SHANK NAILS AT EACH EXPOSED RAFTER INTERSECTION. a 8"x12" BALD CYPRESS No.2 ' d• a BEAM w/ 1/2"Ox24" „ 20 d x12"w MONOLITHI • • HOT DIPPED GALVANIZED LR CONCRETE FOOTING w/ ANCHOR BOLT w/ 3"x3"x'/4" LAG SCREWS SHALL HAVE 1 pc—'/2"O x12" HEX HEAD LAG 1'—O" 2—#5 CONTINUOUS PLATE WASHER ® 48" O.C. DRILLED LEAD HOLES WITH SCREW w/ 1 '/2"0 WASHERS. AND EACH END A DIAMETER APPROXIMATELY DRILL AND COUTERSINK 11/2" WALL SECTION A T DOG GROOMING 50% OF THE SHANK DIAMETER 4"x8" BALD CYPRESS N0.2 P 8 PRECAST OF THE LAG SCREW. THE EXPOSED RAFTERS • LINTEL w/ 2—#5 THREADED PORTION OF THE D 32" O.C. 6 SECTION CONTINUOUS LAG SCREWS SHALL BE INSTALLED BY TURNING WITH 2pcs 16d RING SHANK S-3 SCALE: 3/4" = 1'-0" A WRENCH AND NOT BY DRIVING WITH A HAMMER. SOAP MAY BE STAINLESS STEEL TOENAILS Ile 8" USED ON THE LAG SCREW TO EACH SIDE OF EXPOSED FACILITATE INSTALLATION. RAFTER INTO ROOF BEAM L-3 •••••- 2pcs 16d RING SHANK RED SEATING 8"x12" BALD STAINLESS STEEL TOENAILS '/2" CDX PLYWOOD ROOF SHEATHING. D ROOF BEAM RAFTER INTO ROOF BEAM ® 4" O.C. EDGES AND 6" O.C. FIELD 12 INTO EACH EXPOSED RAFTER 0 32" O.C. MEDIA CYPRESS NO.2 NNN M EACH SIDE OF EXPOSED FASTEN w/ 8d COMMON WIRE NAILS XPOSED RAFTER FASTENING TO 5 INSTALL 1"x6" TONGUE AND bOF BEAM AT L-3 LINTEL WITH GROOVE CEILING DIAPHRAGM, HEX HEAD LAG SCREW FASTEN w/ 2pcs 8d STAINLESS »> 8x12 BALD CYPRESS No.2 r STEEL RING SHANK NAILS AT EACH BEAM w/ '/2"Ox24" EXPOSED RAFTER INTERSECTION. ECTION co o0 „ rI _00 HOT DIPPED GALVANIZED 4"x8" BALD CYPRESS NO.2 CALE: 11/2 = l'-O" 8 CMU SUPPORT ANCHOR BOLT w/ 3"x3"x'/4" EXPOSED RAFTERS ® 32" O.C. WALL BEYOND 2pcs SIMPSON H2.5 CLIPS FROM PLATE WASHER 0 48" O.C. AND EACH END EACH RAFTER TO 2"x6" TOP PLA' 1pc 5/8"Ox28" HOT DIPPEDI INSTALL 6pcs-16d TOENAILS EACI BOTTOM GALVANIZED THREADED STUD 8"xLINTEL BLOCK CMU OPEN RAFTER TO DOUBLE TOP PLATE w/ 3"x3"x'/4" AND HEX NUT, w/ 2—#5 TOP, 0 2"x6" P.T. SYP No.2 TOP PL/ TOP AND BOTTOM CONTINUOUS ,-- ----------------- 1/2"ox12" HOT DIPPED GALVAI j– 8" PRECAST I • ANCHOR BOLT w/ 2"x2"x'/8" „ 8"x8" CMU OPEN ►► LINTEL w/ 2–#5 4 WASHER ® 24 O.C. CONCRETE SLAB ON GRADE BOTTOM LINTEL BLOCK CONTINUOUS \ INSTALL 2"x8" P.T. SYP No.2 SOLID I BOND BEAM w/ 2–#5 TOP, w/ WWF 6x6 W1.4xW1.4 OVER " / BLOCKING IN–BETWEEN RAFTERS. RIP v I CONTINUOUS 6 MIL VAPOR BARRIER ON DRILL 5" AND EPDXY 1 pc /2"ox10" �`` I I TERMITE TREATEDHOT DIPPED GALVANIZED THREADED DOWN AS REQUIRED FASTEN w/ 3-1: SLOPE 2 STUD COMPACTED FILL � ��w/ 1 /2 O WASHER AND HEX TOE–NAILS EACH SIDE OF BLOCKING. 1 ' N I ► PROVIDE 8 long x 12 deep d. ° I I --�--x a XIX=----=•=X' XIX ° X X a NUT. DRILL AND COUNTERSINK 1'/2" 8"x8" CMU OPEN BOTTOM LINTEL BLC " CMU I BEAM SEAT TO RECEIVE BALD PPORT _ CYPRESS ROOF BEAM // �i � ��/,�� /%/� /� / �y/�/� a �j�� 8" CMIJ SUPPORT WALL BEYOND i BOND BEAM w/ 2–#5 TOP, CONTINU( WALL ARCHITECTURAL BUILT–IN UNIT ; I 8" CMU EXTERIOR BEARING WALL w/ l k 1—#5 VERTICAL, FIRST VERTICAL 0 40» O.C. (CENTER IN CEI TWO CELLS AT END OF °a „ FILL CELL SOLID w/ 3000 psi CONCR WALL/BEAM SUPPORT, ° L 20"d x12 w MONOLITHIC SEE DETAIL 8/S-1 v CONCRETE FOOTING w/ ” 2—#5 TOP AND BOTTOM, ALL DRILLED AND EPC LR CONTINUOUS AND #3 BAR STUDS SHALL BE INSI 1'-0" SUPPORT STIRRUPS SIMPSON STRONG—TIE YPRESS ROOF BEAMS ® 32" O.C. PARTIAL WALL SECTION AT COMPONENT EPDXY Al INSTALLATION SHALL I SUPPORT WALLS WALL SECTION AT COVERED SEATING REAR OF COVERED SEATING WITH THE MANUFACTU ETAI L 5 SECTION SECTION ALE: 3/4" = 1'-0" S-3 SCALE: 3/4" = 1'-0" S-3 SCALE: 3/4" = 1'-0" MAIN HOUSE UPLIFT CONNECTOR SCHEDULE DESIGN CRITERIA REINFORCED CONCRETE DESIGN IN ACCO ANCE WITH REQUIREMENTS OF THE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LAT LAG SCREWS SHALL HAVE FLORIDA BUILDI CODE 2004. WIND DESIGN PER ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR DRILLED LEAD HOLES WITH MEMBER SUPPORT SIMPSON CONNECTOR ASCE 7-02. LOCATED WITHIN WIND BORNE AND APPROVAL OF THE STRUCTURAL ENGINEER. A DIAMETER APPROXIMATELY DEBRIS REGION. DESIGNED AS "ENCLOSED." ONVENTIONAL RAMING UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCII 50% OF THE SHANK DIAMETER EXPOSED „ � „ ►, LIVE LOADS: FOLLOWS: OF THE LAG SCREW. THE 4%8" EXPOSED RAFTERS: 8%12" ROOF BEAM /2 0x12 LAG SCREW w/ 11/2"0 WASHE ROOF 8C CANOPIES 20 F'SF THREADED PORTION OF THE AND 4-16d NAILS SEE DETAIL 5/S-2 SLABS ON GRADE CENTERED LAG SCREWS SHALL BE 4"x10" HIP RAFTER 5/8"Ox6" LAG SCREW w/ 11/2"D WASHER FLOORS 40 PSF MONOLITHIC FOUNDATIONS 3" INSTALLED BY TURNING WITH AND 2-16d NAILS, SEE DETAIL 1/S-3 A WRENCH AND NOT BY DRIVING 2"x6" TOP PLATE (2)H2.5, SEE SECTION 7/S-3 WIND LOAD DESIGN CRITERIA 65CE7-02 ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL W WITH A HAMMER. SOAP MAY BE BASIC WIND SPEED 120 MPH FABRIC SHALL CONFORM TO ASTM A185. USED ON THE LAG SCREW TO 4"x10" HIP RAFTERS: 8"x12" ROOF BEAM (2)5/8"0x16" LAG SCREWS w/ 11/2"0 IMPORTANCE FACTOR 1.0 FACILITATE INSTALLATION. WASHERS AND 4-16d NAILS EXPOSURE 'C ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. AT HIP RAFTER PEAK (2)1/2"Ox8" THROUGH BOLTS w/ 11/2"0 MEAN ROOF HEIGHT 15.0 FT ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED WASHERS AND HEX NUTS, SEE ROOF PITCH 5/12 (22.62 DEGREES) AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE DETAIL 6/S-2 INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF 8"x12" ROOF BEAM: 8"x16"x8" CMU COLUMN (2)5/s THREADED STUDS w/"0x28" WINDOW/DOOR DESIGN PRESURE SEE TABLE ON S-4 PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315.3"x3"x'/4" PLATE WASHERS AND HEX ALLOWABLE UNIT STRESSES SHALL BE PLASTIC DIPPED AFTER FABRICATION. NUTS, SEE DETAIL 4/S-2 CONCRETE: (PER ACI 318) ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE 8" CMU SUPPORT WALL (1)5/8"Ox28" THREADED STUD w/ OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, L 3"x3"xl/4" PLATE WASHERS AND HEX CONCRETE: WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED NUTS, SEE DETAIL 3/S-3 FOUNDATIONS f'c = 3000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REIN STRUCTURAL SLABS f'c = 3000 PSI 8"x12" ROOF BEAM (2)5/s"0x12" LAG SCREWS w/ 11/2"0 CMU CONCRETE FILL f'c = 3000 PSI MASONRY WASHERS, SEE DETAIL 4/S-3 REINFORCMENT ASTM A615 - GRADE 60 ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF WELDED WIRE FABRIC ASTM A185 N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MOR1 TYPICAL CONVENTIONAL ROOF FRAMING: SHALL CONFORM TO FLORIDA CONCRETE AND PRODUCTS ASSOCIATION SPE( RAFTER 2"x6" TOP PLATE SEE SECTION 6/S-3 STRUCTURAL STEEL: (PER AISC) ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROU, HIP RAFTER �2)1­12.5, 1)A35 STEEL BOLTS ASTM A325 WITH 1#5 AT: STAINLESS STEEL BOLTS AISI 304 • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, COLLAR TIE: RAFTER 8-12d NAILS, SEE SECTION 6/S-3 ALL OTHER STEEL ASTM A36 • EACH SIDE OF CONTROL JOINTS WELDING ELECTRODES ASTM A-233 E-70XX • AND AT A MAXIMUM SPACING OF 3'-4" O.C. HIP RAFTER 2"x6" TOP PLATE (2)H2.5 TIMBER: (PER NDS FOR WOOD CONSTRUCTION) LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. _ STRUCTURAL LUMBER SYP No. 2 BALD CYPRESS No. 2 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE Nom 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT 0 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. c SOIL BEARING PRESSURE 2000 PSF INSPECTED AND APPROVED. CLEAN-OUTS SHALL BE PROVIDED AT BOTTOM 0 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: c o OF FILLED CELL. H2.5 10-8dx11/ to �0 EPDXY ADHESIVE: PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTIC, A35 12-8dx11�2" ho ° 0 0 o SIMPSON STRONG-TIE "SET" ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ALL SIMPSON CONNECTORS IN o ° 0 TWO COMPONENT EPDXY ADHESIVE SLAP ELOW JOINT ERIEINFO C NGS, EXTENDING MENT 6"AMIN MUM.T LEAST 24 INCHES BEYOND THE OPENING. CONTACT WITH ACQ PRESSURE TREATED LUMBER SHALL HAVE ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED AS PER DETAILS THE MANUFACTURER APPLIED H2.5 A35 STRUCTURAL SHEET S-2 AND HAVE A MINIMUM MASONRY END BEARING 01 "ZMAX" FINISH MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. SUPPLEMENTARY NOTES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTUF DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) _ ELECTRICAL, AND PLUMBING DRAWINGS. (END ZONE = 6'-0") Kd = 0.85 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBI CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, AREA 10sf 20sf 30sf 40sf OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING W POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITI CONTRACT DOCUMENTS. INTERIOR +31.4 -34.9 +30.0 -32.6 +29.2 -31.8 +28.6 -31.2 PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS T ENDZONE +31.4 -42.0 +30.0 1 -39.2 +29.2 1 -37.6 +28.6 -36.4 EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DUR CONSTRUCTION. AREA 50sf 60sf 70sf 80sf IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABL POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION THE ENGINEER SHALL BE NOTIFIED. INTERIOR +28.2 -30.8 +27.7 -30.4 +27.5 -30.1 +27.1 -29.8 ENDZONE +28.2 -35.5 +27.7 -34.7 +27.5 -34.1 +27.1 -33.6 THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR DESIGN WIND PRESSURES. 2 ' A2 Fir-- I 1A/sUt-017 40A) � ,54-eir-r- WIP02) AOr «. D 11 -C- u6 X9' 5 G=' r�i�1CweObj�tLlt�d- � • I I I L - - -- -- -- -- -- - - --J I I I _ — _ - - _ — _ ..... — _ _ I i I + I u IU- u u u u u u u C U V1 { ! 11 I1 II li II � + I II II it II II II 11 II ( I u 0 0 u4 Al 0%4.,Ol ROOF f ZL AN 40W 5 w- womm— al 1/4' _ i'vol mifo 1 --q-1 2 TION46OUT440 51-D" t0'-4 " n I „ 001GROO I !D+ Pir 10 ON �r'�� % 111 . ' i I�Y •,� \ 4 �p t' to,'s ESC j ' I i I `"�`"•� i ! JCC"' i TION (EASE ) 4A2 A2 97— i i 1'I11 I ! DI I I it it ii � II all + + / I f C�An e. Dooru u u U u u 4-o 4 - f r.8...aco L/ .. ..._ . . _..._ . ..,.. ..._.. �. _. _._. ._._ _._. _... .,..._ ..� 161-04 r TION .(SOUTH) .. � "' REVIEWED FOR C FLOOR FLAN CITYOFA , SEE PERMITS F REOUIREMENTS REVIEWED BY: GRAPHIC SCALE ( FEET ) 1/4n = V-0" FILE 0 5 10 �b Y Zr �Fhr. 'rt Nrm� s/Hy I I I pq wrs SECTION SECTION ( SECTION_ � 3/4' . I'•0' 3/4' . I'-0' 3/4' . I,-0' D5cnt5 i�vfuwn�u l2wrn✓o rG. o }bg/ f 9cK 6Keo✓15 ow &M✓d. ���wGdo �yresr cofr8o aEa1RG oz 4RXM entu coo awo"to CROSS SECTION CROSS SECTION A7 IQ' . I1_011 A7 gyp• . It"ON i I I I I ----------------------- I - I I I I , I I _ I I ' .............:..._...._...-�.. EXTERIOR i W•. _...._.._......._........._................._._.._. ._......_..�._......�_........._.........._........... j ,k..A _.............................................................................................................. II y; I .l I i ....._..............._.................... .__..........._._...._...__.. I I I � 1 I = l I I I I � I 1..............................................._. .. U .............................., .............................................................................................__....._....... .........�....,........................................................................................................._. -_-_-____________.___ �� I I i INTERIOR W FXTEMOR II I I I I I LOT # 2102........._._....._...._._._...._.....__� o ... ......... _.._........_.._.................._..._._. II I I I EXTERIIOR, 4. I I I I I I 3 Story Wood&Coquina I _ i ^' #2104 I I I I I I I I I I t I I . EXTERIOR _ I I I I I �a O TREE LEGEND- Tree Removal Tabulations- Hardwoods(20 Trees) INCHES TYPE 124 Oak Street 0 BaCherry 13 Holly Unknown Oak Etolly 0 Palm 8 Unknown 1 t 5' 153 =TOTAL INCHES Hardwood Trees removed=10 SCALE: • Total Hardwood Inches Removed=78 31 10, x\ Replacement Requirement @ 50%=39 Inches Bay Cherry Sabal 1�)°I•,•�1 (11F-I)li d"V"(•111S I'VIE1IOR ?7 1/8" _ 11 _ off y 1'0-1-Xl,IL(J]ES SAVED EX14:R1011=4E TOTAL PALMS ADDED:41 @ 10"=410" 0-� C7�(- EXTERIOR REMOVED INTERIOR REN{OVED HARDWOOD TREE HARDWOOD TREE 1 SAVED HARDWOOD UNDER-SIZED HARDWOOD Plant Schedule- Common Name Botanical Name Qty Size Sabal Palm Sabal Palmetto 50 Concrete Retention Wall-+13.67 NGVD-to bring up grade- 10'-14' Set back at 7'-6" from Northern property line 6'High Jarith Aluminum Fence GENERAL NOTES: Chinese Fan Palm LiVstonia chinensis 27 Mutli 1. ALL PLANTS MUST BE HEALTHY VIGOROUS MATERIAL, Needle Palm Rhapldophyllum hystnX 50 15 Gal Sewer Line FREE OF PESTS AND DISEASE. "Blueberry Flax Dianella tasmanica 60 1 Gal 2. ALL PLANTS SHALL BE FLORIDA#1 OR BETTER AS DESCRIBED Building set back 10'-0"from property line as per Sonya Doerr IN GRADES AND STANDARDS FOR NURSERY PLANTS. 'Agapanthus Agapanthus aficanu3 80 1 Gal 3. ALL PLANTS MUST BE TRIANGULARLY SPACED UNLESS OTHERWISE NOTED. !Japanese yew Podocarpus macrophyllus 30 30 Gal Stucco Column Stucco Column 4. ALL EXISTING VEGETATION AND TREES MARKED TO REMAIN k MUST BE PROTECTED,WATERED AND FERTILIZED AS NEEDED Holly Fern Cryptomium Falcatum 160 1 Gal Existing Fence I � THROUGHOUT THE TOTAL CONSTRUCTION PROCESS. Jasmine Trachelospermum aslaticum 270 Per Tray ' 5. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND Viburnum Viburnum suspensum 31 7 Gal �F �_ ■ ■ ■ ■ ■ ■ ■ 0 OWNER a Viburnum Hedge SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE T OF WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR !'Seasonal Color Varies 20 Per Tray REPAIRING ANY AND ALL DAMAGE DONE TO ALL UTILITIES AS A RESULT OF THE LANDSCAPE WORK. 6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING * ALL QUANTITIES SHOWN ON THE PLANS PRIOR TO PRICING WORK. 7, ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH VIBURNUMHEDGE ACCEPTABLE REGIONAL HORTICULTURE PRACTICES.THIS IS TO I St. Augustine Floratam-"Classic" 3700 Per S.Q 1 I INCLUDE, BUT NOT LIMITED TO,PROPER PLANTING MIX,PLANT . s I Mulch (AS NEEDED) 17 Yards BED AND TREE PIT PREPARATION,PRUNING, TAKING OR GUYING, WRAPPING,SPRAYING,PLANT FERTILIZATION,PROTECTION, (Tractor AS NEEDED) ` AND ADEQUATE MAINTENANCE UNTIL THE FINAL ACCEPTANCE 2 Per Day * I OF THE OWNER. _ 8. STANDARDS SET FORTH IN"AMERICAN STANDARD FOR Fill Dirt (AS NEEDED) 18 Per Yard Y STOCK"REPRESENT GUIDELINE SPECIFICATIONS ONLY ,' 3 MIX (AS NEEDED) 1 O NURSER Per YardAND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR Holly Fern 10 PLANT MATERIAL. Demolition (AS NEEDED) 24 Per Hour r Save existing trees at _ I ' Property line Debris Removal 3 Per Can 1 * NOTE: ALL PLANTING AREAS TO BE IRRIGATED WITH 100%COVERAGE y ,. - Container Gardens-Under separate Contract Existing Neighbor's fence All plant quantities to be verified at the end of installation and billed accordingly. * I NOTE: PLANT QUANMIES INCLUDE ADDITIONS TO LOT#2104 DOG * �UN 1 1 1 Podocarpus Hedge 1 ` Tram plantedDune Daisy * ar Gray Granite stone Existing Sabal Palms 1-�-iF-�-�- ■ � � � _ �`-`` ,'r ,;: , r �. � Chinese SO Chinese Fan Palm Podocarpus Hedge Utility Pole r fA ,a t Eli k J � fi _ w A a, A/C A/C A/C 1 c - i Tk Stepping Stones Fn 4 z. s r:, - n r , t .w Seasonal Color � � N Podocarpus Hedge � • ■ GARAGE k� GARAGE Jarith Aluminum Fence ■ `• � Line of Balcony above con a X '�#t `riyur` s:• 3 Story Wood d & Coquina Container Gardens #2104 ' ■ / Existing Conical ;.t' Y ting form Ligustrum Podocarpus Hedge t SAVED TREES • Seasonal Color Chinese Fan Palms, E TR ■ SOD Existing Philodendron ........:. Transplanted Raphi Transplanted Rapids Flax ` Flax ■ Holly Fern , ■ w ENTRY 110 LOT#2102 x: , - son SOD . VIBURNUM HEDG 1 ° , Stucco Column - : ■s•■ ■ ■ ■s■■■ sss�■ssss. ■ ■ ■ I �, ■ ■ ■sssm ss.■s. ■ ■ r T X r . t b H , : MULCH PATH x �, k: Exist 1l� \�/\\,, SOD SOA SOD .S Plumbago ' W 3' 20' 3' Add 41,10"Min.10'-14'CT Sabal Pahns Call box for Gate Plumbago Needle Palm Add new Sabal Palms to existing Chinese Fan Palms 20th S New Water Meter to be Installed Remote controlled retractable gate on stainless rail 1� 5' NOTE; ALL TRADES RESPONSIBLE FOR LOCATES FOR UTILITES-PRIOR TO BEGINN New Electric Service to be Installed 3' 10' Sewer Line in Easement to be Located and Connected Construction Site Management DRAINAGE LEGEND: IMPERVIOUS SURFACE CALCULATIONS- Dumpster Location,Portolet ••` • Silt Fence Sediment Barrier-(ASTM D-4632)22"wide LOT # 2102: 00 and Contractor Parking Designated Portolet with bottom 4" of Fence entrenched Total Sq Ft 6,656 CPublic ity o as dashed rectagled areas . Drainage Flow Direction - - - 9.6 9.2 0 Down spout connection to 4" PVC Schedule 40 Pipe 50% Rule 3,328 11.11 12"SurfaceDrainage Boa connection to 4"PVC Schedule 40 Pipe Non Permeable Total 25035 4"PVC Schedule 40 Pipe terminating in Tree Well (Cabana, Pool & Paver Deck) 9 2 3"PVC Deck Surface Drain(Color compatible with Deck Finish) As Percentage of Total< 31% 11.9 tied to 4"PVC Schedule 40 Pipe LOT # 2104: 4000 0 011100-4. 10.5 Total Sq. Ft.= 65123 w .� n s a Wall— • • IWAN • • � . . a M st f3:� s 50% Rule 39061 .5 Silt Fence Non Permeable Total 4,290 • (House and Paver Driveway) ■ . IS"Min. 16" FLOW Id 13.67 12 $ 12,8 ) % '' As Percentage of Total< 71% ♦� : 18"Min. 4,# •` 14.5 11.5 \2" ., 1 Property Line to Cabana 10'- 8' 001, - CABANA 31- 011 Silt Fence Installation Detail 44'-4" Property Line to CMU Wall 7' 6" .. . � ... , SILT FENCE INSPECTION dl:MAINTENANCE- 4' i 5'-QInspect Silt Fence before anticipated storm events and within 24 hours Property Line to Fence after the end of a storm event of.05 inches or greater,and at least once every 14 days. ti r Sediment should be removed once it has accumulated to one-half the Tree original height of the barrier.Filter fabric should be replaced whenever •a 1 .2 f it has been deteriorated to such an extent that the effectiveness of the f fabric is reduced.Silt Fence should remain in place until the disturbed ` areas have been permanently stabilized.All sediment accumulated at 010.5 ------------ -------------- the fence should be removed and properly disposed of before the fence 5'-off ■ is removed. z n a ■� POO ■a r • L • ♦ . Itis... Itis. , • i 12' X 21' a■r■ a' Arc A/C a/c a Pool Coping grade @-+13.2 13 95 •' ♦• �• •0+ ,_•1 fr • �•• / 1 5'-o" i 3.0 ! 1 .0 1 i ' • 1 1 EXISTING DWELLING AND HARDSCAPE 1268 s s ,�.f•� 12.8 �,.,, 1 i • 20',X 24' X 38 Dee LOT # 2104 • Portolet 1 1 aR • . i` Contractor 1 1 • ) _ . Parking 1 *no*A AM TAM 1 r iKS1 , 1 13.74 • l Roll-Off1 Dumpster r i Location iW21,102 Contractor . � _. .:—° Itis,. • �I — Itis Itis. ___ Itis. ___ — — sm � MW••■ate• ' •. ■ •11 ■ a,aamen■aaaa ■a aa a a8 aasamaa■aml0■■■m■aemm r � 4 l _ 1 •.� _1 1 .7 12.10 11.2 ■ 12.2 , MUM PAM r { i` �• i • Existing Paver Apron ♦ 1 _. ♦ • i •� 1a rItiswoo • `• •♦ `ItItt ■•rr■■ran■■ ■■ ■■�•■�■•ts•�•■■NAMa t�•t■■�rr� • �Itttt� �It■� `•■ •Now 11.45 ;11.48 ; Storm Drain . i1 . _._._........................._•_._._._•_. Benchmark Set P.K on Edge of Pavement(Elev.=10.65) stain Silt Guard 1100 EXISTING PAVER APRON uction site 20th Street 10.53 10-11 !1'/ ( ------------ a � _ ao-i9� ao-iz� ao-9) — =- ,- - - - - - � Int = _ _ _ _ _ _ _ _ _ _ _ _ _ _ { I II \ ► � I ► I \ : / � � NHd � I — — �l II Vic awII II � a �o:) II � _ I = ao-,sI ole f _ 0I N { o w � 6e N II :)I 1 WO o I I 1 N II I wonolzv a 0—C3 9 M .. �1