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CIL CIL _ 4 m q 0 0 2 O m 4 ®. ELEVATOR w m ° :OPTIONAL m A3W - 394' ELEVATOR 38-0 ois 42"HI HRAILING W/ UP UP 4 HIGH RAILING W/ o,s om WOOD TOP RAIL, ' — PWDR 1 i TYP. ...... TY PWDR4 Q EQ, iED Ed M: BATH i 'T 21 SF 3 3 21 SF q M. BATH �L TY B, SF - '_212' 4 4'-8 4'-8 4 5-9 irz5'-212'P 91 SF ®' 59,2” WALL IIPEs• AH ERN TOWN o M CLOSET tIHCH., D90 SF 1 3 3 1 i 4'-012 M. CLO SET� WALL TAG: DESCRIP710R(INTERIOR TO 60 SF - DINING HOUSE 2 w»ro wnu I ,��; 3 a� 3 /913F/ s'-swcH BO SF /_. �� �nnNc wau 1 PARTY/DEMISING WALL' L- !�/� 2 SEESHEETA502 4-4 O O O STAIR,B L:.. �. ;...�. .�.�. ....a ..�..� ......+ *� 7fi SF O 0 N b CIL C/Lb 658E 2� EXTERIOR WALL: T-5'_7'-0' 2-0" 2 q•-3 3�-0��. a-003F0��.. .... 4-3, ,. 2 .. Z 7-0 .' 2-0 3-�.... :.. 2'-0" 3'-0" W - O 5/8' DRYWALL/ 2X6 WOOD FRAMING/ R-19 BATT INSULATION/ 2ND N D F LOO R 6' 7/8"ZIP WALLS YSTEM/ METAL LATHE/SCRATCH COAT (TOOTH UP)/ BROWN COAT/FINAL SMOOTH STUCCO FINISH. CIL C/L 5 CIL 3 8 Q 2' S.. - 2'-5" 3 3 CIL 5 CIL CIL PLAN 27'-1- 3 ;� Lil8'-D" 27'-1^ � EXTERIOR WALL 41-0' I 41'-4" 5/8 DRYWALL/ 2X6 WOOD FRAMING/R-19 BATT INSULATION/ CIL 1 ME .-- - ME WIDE STANDITAL ROOF BELOW ATNG SEAM _. - 7/8" ZIPWALL SYSTEM/ WOOD FURRING STRIPS/4" PNTD. HARDIE P d N b ,N FLOOR PLAN 0 T 4' 8 NORTH SCALE: 114"= 1'-0" 05mW... ro)e mer BREEZEWAY. SUBMIT LAP SIDING (OR EQUAL) _ f SAMPLES TOARCHITECT 7 © TYPICAL INTERIOR PARTITION WALL Dale 10/142019 Drawn. By A403 5/9'DRYWALU 2X4 WOOD FRAMING 5/8"PNTD DRYWALL. 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HARDIE LAP SIDING (OREOUAL) ® TYPICAL INTERIOR PARTITION WALL 5/8" DRYWALL/ 2X4 WOOD FRAMING 5/8" PNTD DRYWALL. 5❑ STUCCO WINGWALL - SMOOTH STUCCO FINISH COAT/ BROWN COAT/ SCRATCH COAT (TOOTH UP)/ 7/8" ZIPWALL SYSTEM/ METAL LATHE/ SCRATCH COAT (TOOTH UP) /BROWN COAT/ SMOOTH STUCCO FINISH COAT. MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E:In/o@MacooArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: #AR96004 No. Description Date 7 Revision 7 03/10/20 AHERN TOWN HOUSE 3R® FLOOR PLAN Project Number ##### Date 10/142019 Drawn By CS Checked By MWM a A 202 Scale As indicated N 6 BALCONY. TYP. 13'_5. 7-10 O w � 2'-40 , _ CIL 6-7” 42" HIGH POWDER COATED � e CA io 4 - 2�10'� VENT SHAFT w \ SEALOFLEXSYSTEM TO EVE CANTED DECKIZED ::SHAFT BEDRM 18 W CLOS.1 D 9-0 • BATH i 91 SF -CIL RAILING. TYP. C/L Z7 BATH L 91 SF 3'A CL S 4D :r BEDRM 4B NISH. SAND VULCANIZED FINISH. FI SEAL O FLEX SYSTEM CANTED <• `? fO 019 �! � 778 SF w 17 SF °t4 O - � N CIL ;� ® ,• o SEAL O FLEX SYSTEM CANTED DECK TO REgEVE SAND VULCANIZED FINISH. in A N 2SF `"444 o'er° 176 SF - ois - _ DECK TO RECIEVE SANDVULCANIZED - m 1 b r, A302 FINISH. 4 w oos 4 5 ,o . N A301 A302 e N '' .4 5'r _.4 (off O w .: ?� — CAN TOHALL1 DRAIN. _ ® 1018F -��' 4•_3. HALLS ooa m - 161 SF CANTTO DRAIN. N m 27.x,. A m � m A300 o -oo om 002 oos O � o r ^' 4 4. O DN CANTTO DRAIN. CANTTO DRAIN. 4 ® 4 con - 2 w 5 v n' LINEN ---- LINEN ON m w 2 4Y HIGH RAIL W/ .. AREA FOR OPTIONAL ELEVATOR HVAC 1B , 7 SF •.-. 2 CI — 7 SF HVAC 4B AREA FOR OPTIONAL ELEVATOR - METAL HANDRAIL. 11 9F o _. _ F 4Z' HIGH RAIL W/ METAL HANDRAIL C/L 0is BEDRM to 176 SF S •, (ROOF DECK OF •-0 _ 4 - 4 BEDRM 4A 176 SF 0 s CIL O / BREEZEWAY BELOW) ° E° e EO E w WALL TYPES: CIL —_ -.-_,. c c c C29 SFC - ��. ... - cc STAIR iC CIL CIL STAIR 4C - 7 ....�, C S 4C LO 29 SF � - ... �. ...,..: a C /L WALL TAG: DESCRIPTION (INTERIOR TO EXTERIOR) ,�.. . - . , 11 4 2'0" 24)' 2'-0" ry 68 SF o --'- °" '' �.� Il fib SF , �I -�� —L'1 �2 0" 2 0 2.0 7� PARTY/DEMISING WALL. yI�7=9" 2'0" 19'_4•. 3 2 \LI 3 - 19' 4" SEE SHEET A 502 — __ __ EXTERIOR WALL: S/8" DRYWALL/ 2X6 WOOD FRAMING/ R-19 BATT INSULATIOW A 3W 7/8"ZIPWALL SYSTEM/ METAL LATHE/SCRATCH COAT (TOOTH 1 UP)/ BROWN COAT/ FINAL SMOOTH STUCCO FINISH. A 403 EXTERIOR WALL FLOOR PLAN 11 2' 4' 8' NORTH SCALE' 1/4 = i'-0' 5/8" DRYWALL/ 2X6 WOOD FRAMING/ R-19 BATT INSULATION/ 7/8" ZIPWALL SYSTEM/ WOOD. FURRING STRIPS/ 4" PNTD. HARDIE LAP SIDING (OREOUAL) ® TYPICAL INTERIOR PARTITION WALL 5/8" DRYWALL/ 2X4 WOOD FRAMING 5/8" PNTD DRYWALL. 5❑ STUCCO WINGWALL - SMOOTH STUCCO FINISH COAT/ BROWN COAT/ SCRATCH COAT (TOOTH UP)/ 7/8" ZIPWALL SYSTEM/ METAL LATHE/ SCRATCH COAT (TOOTH UP) /BROWN COAT/ SMOOTH STUCCO FINISH COAT. MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E:In/o@MacooArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: #AR96004 No. Description Date 7 Revision 7 03/10/20 AHERN TOWN HOUSE 3R® FLOOR PLAN Project Number ##### Date 10/142019 Drawn By CS Checked By MWM a A 202 Scale As indicated CSINGLE 'LY DUROLAST 1/4"/12"PITCH -+ 1/4"/12"PITCH ROOFING MEMBRANE, SINGLE PLY DURMAST X114"/12 1/4"/12" fMBRANE,ER OR EQUAL OVER �--1/4"/12" 1/4"/12' PITCH PITCH - FURRED OUT PITCHED FURRED OUT PITCHED OR EQUAL OVER 1/4 /12 PITCH TYPICAL. ROOFTYPICAL. / j FURRED OUT PITCHED 1/4"/1 'PITCH 17 ROOF. TYPICAL I 114--1 12"PITCH --� 1/4" / 12" PITCH 1 114"!12"PITCH 11/4"�12"PITCH } 1147112 PITCH CRICKET CONDITION 1/4"/12"PITCH114"/1 1/4!'/ 12 1/4 / 12' - 1/4 /12 PITCH PITCH -+ PITCH PITCH 1/4 / 12 PITCH 1/4 /12 PITCH SINGLE PLY D� ROOFING MEMBRANE, CRICKET CONDITION OR EQUAL OVER FURRED OUT PITCHED ROOF. TYPICAL. 1j 1/4"/12"PITCH -1/4"/12"PITCH - 114'112" PITCH il4"112' PITCH 1/4 //2 PITCH z —14'112"-- 1/4"/12" CRICKET CONDITION PITCH PITCH-+ � 1/4 /12PITCH.\ —114"112"PITCH 1/4"/12"PITCH -+ 1/4"/12"PITCH i -1/4"/12 PITCH SINGLE PLY DURMAST X114"/12 1/4"/12" fMBRANE,ER ROOFING MEMBRANE, OR EQUAL OVER �--1/4"/12" 1/4"/12' PITCH PITCH - FURRED OUT PITCHED ROOF. TYPICAL.- OR EQUAL OVER 1/4 /12 PITCH TYPICAL. / j ROOF PLAN NORTH SCALE: 1/4"=1-4' i i fl,I I TIE INTO LMSTING 1/4"/12'PITCH ST—TURF j I SINGLE PLY DUROLAST ROOFING MEMBRANE, OR EQUAL OVER FURRED OUT PIT F PICA �/4„'/ 72” PITCH -+ ROOTYL. f i/4" 112" PITCH 1111"1 IZ' PITCH 1/4"112" PITCH -� I _. _. 114" 112" PITCH 114 112" PITCH 1/4" / 12 114"112" PITCH PITCH % - CRICKET CONDITION _ 1/4"/12" PITCH //4" / 12" PITCH --� i 1/4" 11 CRICKET CONDITION \f X114"/12 1/4"/12" fMBRANE,ER UROLASTPITCH SINGLE PLY DUROLAST J ROOFING MEMBRANE, FURREDOOF. OR EQUAL OVER 114 112 PITCH TYPICAL. 1 FURRED OUT PITCHED 17 ROOF. TYPICAL I 1/4" f 12" PITCH --- 1/4" 112" PITCH 114"!12"PITCH -+ } 1/4" / 12" PITCH 1/4"/12"PITCH114"/1 j - 1/4 /12 PITCH PITCH CRICKET CONDITION 1/4 /12 PITCH — 1/4!'l 12" PITCHLO //4" / 12" PITCH --� i 1/4" 11 X114"/12 1/4"/12" fMBRANE,ER UROLASTPITCH PITCH FURREDOOF. 114 112 PITCH TYPICAL. 1 Ty= MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchiteM.com PH: 904. 249 -ARCH (2724) www. MaCcoArchitects. com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: #AR96004 AHERN TOWN HOUSE ROOF PLAN Project Number # Date 10/14/2019 Drawn By CS Checked By MWM A 271/4�" Scale V 1 A 600 1 A 402 T.O.STRUCTU_ RE_� 3' 0�• 2-1. 2' 0.. 2.-0•. 2. 0.. 2'-0"34�_11. – _ STAIR TOWER TOP PLATE_& e3c�vr 2'-0" �DLEVEL TOP PLATE ., N 5 c E-2 — 3 1"SQUARE POWDER COATED {PTD. a (PTD. _ (PTO.METAL RAILING W! METAL TOP. SMOOTH SMOOTH ry SMOOTH TYP. ooz - STUCCO) aoz STUCCO) ❑ aoz Y STUCCO) SPACING PER CODE iq _ 3RD FLOOR PLAN_ 22 4" O O - O 2ND LEVEL TOP PLA7E� Al ii (4" PNTD LAP) (4' PNTD IAP) 20''4.. © 71811 EF (4- PNTD LAP O° �✓ O° O° O° O°.. o —(4" PNTD LAP)q 4 ? III °�- _ (DI 4' PNTD LAP) - - - -2ND FLOOR�PL�AN� (PTD. SMOOTH STUCCO) O 0 (PTD. SMOOTH STUCCO) T.0..1ST LEVEL PLATE ® (PTD. SMOOTH STUCCO) 9•_0•• ../003 ® N 003 ® 003 N LI 1ST FLOOR ESTABLISHED GRADE PNTD CMU, STACKED BOND EAST COURT YARD ELEVATION W'PNTD LAP, TVP. —TMD. SMOOTH STUCCO, 4- PNTD LAP, TYP. WALL W/SOLID 2"TOP 1 1 2 2 A 401 A 400 A 403 T.O. STRUCTURE _ _ _ _ --- _ – _ – _ _ _ _ _ _ _ _ – _ _ – _ _ – S- AIR TOWER TOP PLATE 33' 1111" ' _0 i, 0„. 3RD LEVEL TOP PLA31'TE i” SQUARE POWDER COATED - a METAL RAILING W/ METAL TOP. TYP. - - m – – – – – – – – _ – (PTD. SMOOTH STUCCO) – _ _ w _ – - – 3RD FLOOR PLAN 2ND LEVEL TOP_ PLATT 20' 4" 10 - (PTD. SMOOTH STUCCO) 4" TD. LAP 4" PTD. LAP ® _ 3 10 A 402 2ND FLOOR PLAN T.O. 1ST LEVEL PLATE ® 9,_0•. i all --- -� - - 1ST FLOORy �TASLISHED GRADE LOUVERED FENCE TO MATCH PTD COURTYARD FRONT PTD SMOOTH GROUP OF (8)METAL MAILBOXES LOUVERED FENCE TO MATCH PTD. LAP, ON STAIR TOWERS. TYP. – GATE BEYOND. STUCCO, TYP. W/ LOCK MOUNTED TO LAP, ON STAIR TOWERS. TYP. WALL. TO BE SPECIFIED. USE RUBBER GASKETS TO SCREW INTO STUCCO FINISH. TYPICAL NORTH ELEVATION MARK MACC( ARCHITECT INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVE NUE JACKSONVILLE BEACH, FL 32250 E. nfo@MacccArchitW com PH: 904. 249 -ARCH (2724) MARK MACCO, AIA NCARB FLORIDA REGISTRATION: #AR96004 No. Description Date 7 Revision 7 03/1020 AHERN TOWN HOUSE ELEVATIONS Project Number Date 10/142019 Drawn By CS Checked By _ MWM A 301 sale 1/4" = 1'-0" BUILDING CODE DESIGN CODE: 2017 FLORIDA BUILDING CODE -. RESIDENTIAL ASCE 7-10. FLOOR AND ROOF DESIGN CRITERIA FLOOR LOADING (Cd = 1.0). ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 12 PSF TOP CHORD DEAD 10 PSF (SHINGLES) TOP CHORD LIVE:. BALCONIES 60 PSF ALL OTHER AREAS 40 PSF TOP CHORD LIVE 20 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE: NO STORAGE 10 PSF LIMITED STORAGE 20 PSF STORAGE 30 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE 0 PSF - LIVE LOAD DEFLECTION L/360 - LIVE LOAD DEFLECTION L/240 TOTAL DEFLECTION L/240 (0.75" MAX) TOTAL DEFLECTION L/780 WIND CRITERA WIND SPEED Volt 130 MPH WIND SPEED. VP- 101mph EXPOSURE CATEGORY 8 BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY II BUILDING HEIGHT < 30' - ROOF PITCH 7:12 WINDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA (SQUARE FT) WIND ZONE DESIGNATION INTERIOR ZONE END ZONE 0 - 10 -- +18.2 -19.8 +18.2 -24.4 11 - 50 +16.3 -17.9 .10860.4 51 - 100 +15.5 -17.0 +15.5 -19.0 GARAGE DOOR (1) CAR 8'x7' +16.3 +15.5 (2) CAR 16'x7' -17.9 -17.0 WIND LOADING NOTES: 1. THE. VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE PERMITTED 2. PLUS -PRESSURE AND MINUS = SUCTION. COMPONENT AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE -3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD SHEATHING TETRA GRIP .11312%" 0 6" EDGE AND FIELD FLOOR SHEAhI1NG NOTES t FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED WALL SHEATHING SPECIFICATION ITYPICAL NAILING MIN, 316 24/16, APA RATED OSB OR 0.131"x21¢' 0 6" O.C. EDGE: 12" O.C. FIELD. -PLYWOOD STRUCTURAL 1 SHEATHING 0:131"x212" 0 3" OG AT TDP AND BOT PLT WALL SHETHING NOTES: 1. SHEAATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE TOP PLATE. 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. 4. PANEL EDGE BLOCKING IS ONLY REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2.4 SPFn2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS. 5. AT SHEARWALLS, EDGE NAILING IS DECREASED TO 3" O.C., SEE PLAN FOR LOCATIONS CLASSIFICATION ALTERNATE LEVEL II SYMBOLS LEGEND ® INTERIOR LOAD BEARING WALL METAL STRAPPING AND CONNECTOR FASTENING Si CONNECTOR ARSON FLO USP FASTENERS ANCHORAGE CONNECTOR FL$ FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) 35 10446.1 MEAL .17244.23 12-0.131x1'/," QUANTITY. BU44 10860.4 PAU44. 17239.13 12-0.162x21/2" Ie"0x6" THEN MG __________- WALL THE SHEARWALL SHEATHING BU66 .10860.4 PAU66 17239.13 12-0.162x2'/" %"0x6" TITER MG (:S16 O.C. EDGE & 6" O.C. "IN THE 10852.2 RS150 17244.27 11-0148x3" EACH END EITT2Z 0.131' 16d COMMON 10441.1 DTB-TZ 17219.1 8 '/a xi'/z SDS '/".6" THEN HD H2.5A EXTERIOR 10456.3 RT7 17236.11 5-0.131. 21/" EA. END HB TYP .10446.13 RT8. 17236.11 5-0.131. 21/z" EA.. END HTS16 UNLESS OTHERWISE NOTED 10456.6 HTWi6 17244.8 8-0.148x1'/" EA. END VERTICAL HTS20 10456.6 HTW20 17244.8 12-0.148x1'/2" EA, END L14 HTT5 11496.2 HTT5 17324.2 26-0.162x2/" %'0 ROD EPDXIED 8" MINI I TT20B 11496.3 LTT20B 17219.3 10-0.148x2'/ " '/"x6" TITEN HD ISTA72 10456.7 LSTW12 17244.8 6-0.148x3" EA END IISTA24 10852.9 MSTA24 17244.18 9-0.148x3" EA END PITS12 10456.8 MTW12 17244.8 7-10dx1'/" EA. END ' ABBREVIATIONS BN BEAM PSI POUNDS PER SQUARE. INCH BCT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOOT EA EACH SPE SPRUCE PINE FOR EOR ENGINEEROFRECORD SYR SOUTHERN YELLOW PINE EQ EQUAL THIRD THROUGH EXI EXTERIOR TR THREADED ROD ED', FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HCRIZ HORIZONTAL O.C. ON CENTER LVI LAMINATED VENEER LUMBER .OSB ORIENTED STRAND BOARD NO MONOLITHIC PERP PERPENDICULAR - PSF POUNDS PER SQUARE FOOT SYMBOLS LEGEND ® INTERIOR LOAD BEARING WALL ®. BUILT-UP POST IN THE WALL 0.113X2%` RING SHANK. 0 6" O.C. EDGE AND >� GABLE X -BRACE OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) METAL SIZE, JACK (2)2X8-1/2 HEAKING STUD 0.113X21¢" RING SHANK. 0 6" O.C. EDGE AND DESIGNATES SHETHE QUANTITY. FIELD. (4' O.C. WITHIN 4' OF ROOF EDGE) --- HIDDEN LINE DESIGNATES SIDE OF - 0.113X26" RING SHANK. 0 6" O.C. EDGE AND __________- WALL THE SHEARWALL SHEATHING OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES Ed COMMONS 0 3" (SEE NOTE 1BELOW) 112" O.C. EDGE & 6" O.C. "IN THE 314" 0.148" FIELD" 3" 0.131' 16d COMMON ROOF SHEATHING SCHEDULE �ROOF SHEATHING SPECIFICATION ABBREVIATIONS ?4s 24/16, APA RATED OSB 0.113X2%` RING SHANK. 0 6" O.C. EDGE AND SHINGLE OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) METAL 15/32" 32/16, APA RATED OSB OR PLYWOOD SHEATHING 0.113X21¢" RING SHANK. 0 6" O.C. EDGE AND Ed COMMON. (SEE NOTE 1 BELOW) FIELD. (4' O.C. WITHIN 4' OF ROOF EDGE) TILE 19/32" 32/16, APA RATED OSB 0.113X26" RING SHANK. 0 6" O.C. EDGE AND 236" OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) 0.148" (SEE NOTE 1BELOW) 112" NOTE 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL qq GENERAL NOTES THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING:. STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATHING, ETC TO SUPPORT CODE SPECIFIED LOADS. ITEMS NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS -TO -TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTURAL FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM: GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE. FINISHED STRUCTURE. THEY. DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT. THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND; TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REOMT'S. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT. SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO N01 SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. :SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AN' ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WTH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF. ANY DISCREPANCY OR OMISSION. - CONTRACTOR HAS SALE. RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND. PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED .PLANS AND. SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR END & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED. OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK,FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYR), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN .PINE q2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SERA) - - ALL WALLS SHALL BF BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT WITH. CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD -TO -WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS, NO TOE OR END NAILING SHALL BE PERMITTED (DON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALL BLS FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS. GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC, SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). - - ADHESIVE FOR REINFORCING: DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL, MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS. UNLESS NOTED OTHERWISE. BOUNDARY OF ABBREVIATIONS NAIL SIZE LEGEND BIA BEAM IS LENGTH DIAMETER NAIL LENGTH DIAMETER Ed COMMON. 2$" 0.131' 10d COMMON 3" 0.148" Ed RING SHANK 236" 0.113" 10d: RING SHANK 3" 0.148" 10dx9/2" 112" 0.148" 12d COMMON 314" 0.148" 1 Dd 3" 0.131' 16d COMMON 3X." 0.162" GENERAL NOTES THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING:. STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATHING, ETC TO SUPPORT CODE SPECIFIED LOADS. ITEMS NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS -TO -TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTURAL FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM: GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE. FINISHED STRUCTURE. THEY. DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT. THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND; TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REOMT'S. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT. SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO N01 SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. :SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AN' ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WTH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF. ANY DISCREPANCY OR OMISSION. - CONTRACTOR HAS SALE. RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND. PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED .PLANS AND. SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR END & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED. OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK,FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYR), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN .PINE q2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SERA) - - ALL WALLS SHALL BF BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT WITH. CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD -TO -WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS, NO TOE OR END NAILING SHALL BE PERMITTED (DON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALL BLS FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS. GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC, SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). - - ADHESIVE FOR REINFORCING: DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL, MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS. UNLESS NOTED OTHERWISE. BOUNDARY OF ABBREVIATIONS BIA BEAM PSI POUNDS PER SQUARE INCH BOT BOTTOM PSL PARALLEL STRAND LUMBER CIAU CONCRETE MASONRY UNIT PT PRESSURE TREATED D13L DOUBLE - SF SQUARE FOOT Elk EACH - SPE SPRUCE PINE FURS EOR ENGINEER OF RECORD SYR SOUTHERN YELLOW PINE EQ EQUAL THEO THROUGH EXT EXTERIOR TR THREADED ROD FPC FLORIDA BUILDING CODE TYP TYPICAL F'.- FOOT UON UNLESS OTHERWISE NOTED FIG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER L14 LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PERP PERPENDICULAR PSF POUNDS PER SQUARE FOOT GENERAL NOTES THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING:. STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATHING, ETC TO SUPPORT CODE SPECIFIED LOADS. ITEMS NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS -TO -TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTURAL FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM: GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE. FINISHED STRUCTURE. THEY. DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT. THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND; TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REOMT'S. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT. SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO N01 SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. :SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AN' ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WTH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF. ANY DISCREPANCY OR OMISSION. - CONTRACTOR HAS SALE. RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND. PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED .PLANS AND. SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR END & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED. OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK,FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYR), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN .PINE q2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SERA) - - ALL WALLS SHALL BF BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT WITH. CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD -TO -WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS, NO TOE OR END NAILING SHALL BE PERMITTED (DON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALL BLS FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS. GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC, SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). - - ADHESIVE FOR REINFORCING: DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL, MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS. UNLESS NOTED OTHERWISE. BOUNDARY OF - RATED SHEATHING, - SHEATHING - SEE GENERAL NOTES. EXAMPLE OF PANEL EDGE W/ BLOCKING WHERE REQUIRED - BY GENERAL NOTES NAIL SPACING AT - SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED O _. (UNBLOCKED) PANEL EDGE - (TYPICAL) NAILING TO - - - INTERMEDIATE SUPPORT IS 6"- MAX. (LION) .STUDS, ROOF - TRUSSES, OR FLOOR. JOISTS. - SHEATHING NAILING DETAIL 50.0 SCALE: 3/4" = 1'-0" 0 J U S Z Z J b LLI if W � Q U In W Uuj Zm� V) LU _ u 03.2]20 Christopher I S,bouri0 PE FL PEN71461 PIAN NAME AHERN ELEVATOR SSE No, LIFT -20-0106 ISSUE DATE PERMIT 03.2]20 REVISIONS DATE 0L O LL Z 2 V w O Z LLJ �Q Z Z rn > 0 LLQ >O o LU = LLJ U w F_ Ln FIELD ALTERATION cern swig SCALING DESIGN CRITERIA AND GENERAL NOTES SHEET 50.0 SHEET OF 3 RECESS ELEVATOR SIMPSON HTT5WITH 1'-0"" INl'0 SLAB THREADED ROD ' EPDXIED 8" MIN (TYP) I'. 1 \ I (2)2x12 w/2 -2x4 ELEVATOR SUPPORT W/A34 ANGLE AT TOP L PLATE EACH SIDE OF SUPPORT FOUNDATION PLAN SCALE: 1/4" = 1'-0" 2x6 STUDS 0 16" O.C1 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-H'\ CONTINUOUS 8" CMU WALL PIT DIMENSIONS AS -REQUIRED BY ELEVATOR DEPTH OF PIT AS REQUIRED BY ELEVATOR - MANUFACTURER 12" MIN. -1/2x6" TITAN HD 0 24" O.0 LEVATOR HAFT WALL. #5 DOWEL BARS 048" O.0 & EA CORNER I IT GRADE 'V7 12" DEEP CONCRETE FOOTING.. w/ #40 12" O.C. E.W. TOP & BOT. IST LEVELWALL FRAMING PLAN SCALE: 1/4' = V -O" (2)2x12 w/2 -2x4 ELEVATOR SUPPORTW/A34 ANGLE AT TOP -- -_ PLATE EACH SID% QF SUPPORT NEN! 2x6 WALL 0 16 SPACING _ DEC STUD (TYP) CONNECT END. STUDS TO EXISTING W/SDWC15600 0 16" DEC tzI I i 1 $)2x10- - (3)2x6 �7-I 2ND 8 3RD WALL FRAMING PLAN SCALE: 1/4" = I' 0" BEAMEAM TO BEAM BEAM III 2ND 8 3RD FLOOR FRAMING PLAN SCALE: 1/4' - V-0' NEW 24 WALL 016" O.0 CONNECT END STUDS TO EXISTING W/SDWC15600 0 16" O.0 3)2x6 (2)PLY LVL TO MATCH FLOOR DEPTH \_(2)SDWC15600 BEAM TO BEAM �(2)PLY LVL TO MATCH FLOOR DEPTH --1 SYMBOLS LEGEND ----- DESIGNATES FOOIING UNE DESIGNATES SAWCUT UNE ® INTERIOR LOAD BEARING WALL DESIGNATES AAP RECESS r ---- HEM OR MUSS SEE PLAN DESIGN TES THE NUMBER F PLYS OF (2)2x8-1/2HEADER HEADER SZE, k UACN/x NG STUDS NEEDED FOR HEADER OPEN NG SYMBOLS LEGEND i�INTERIDIR BEARING DESIGN TES SHEARWITIL. THE HIDDEN LINE DESIGN TES SOD OF WALL THE ,ISW NAILING ,I SHEAR -1 SHE TS TO BE APPLIED. SIGN 8e @ a DEE BE COM ONS® BB04 / S" O C EDGE & 6' O.C. N THE FIELD' DESIGNATES THE NUMBER OF PLYS:OF (2)2x8-1/2 _ HEADESTUDS DSRNEED DEFPZHEADER OPENING. ---- BEAM OR 1RUBS, SEE PLAN ANCHOR LEGEND WALL STUD SCHEDULE LOCATION „LATE STUD SIZE EIGHT k. SPACING ExTERIOR 9'-1'. 1.4 SPF42 0 16" OL. EXTERIOR - SPF#2 6 116' O.C. g 21,4 SPF42 0 12" o.C. EXTERIOR �%TO SPF92 016' O.C. INTERIOR 2.4 SPF42 616' O.C. INTERIOR 2p0 2x8 SPF42 0'IS' O.L. W MAx 2.4 SPF#2 0 12" DC 49Y.YOF2 1.) WALL STUDS SI` pFIEA ON PLAN SUPERSEDE THIS TABLE 2) uINUDM STUD SZE AND SPACING ARE SHOWN. GO CHITECTIURgLAREpNREMENY E TSTUD EZE. TO MEET 3)LLOWF1EI S SPRUCE PINE FIN.. STP DENOTES SOUTHERN 4.) ISE SYPY2 FOR ALLTOP LLATES S AN SOLE P 5) F PLATE OF INTERIOR LOAD BEARING WALLS TO CDNGRICE SLAB M./16a MASQlAl CUT NNLS 616" D.C. MINIMUM ALSEE 2/S2.0 FOR ADDUONAL ANGHONS AT GHEASWLS GENERAL NOTES 1. SEE DETAIL 2/520 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. Z. SEE SHEET SO.O FOR ROOF AND FLOOR. SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF. MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 3/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/SO.0 . INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH. SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE .FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL. EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING - CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY. SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -I LD OZ Z J OU DLu :m Q�W�auNW 0Lu z:�mF� V1�ZgN��a 03.27,20 Christopher I Sx6ourin PE FL PE#71461 PIAN NAME AHERN ELEVATOR SSE No. LIFT-ZO-0106 ISSUE DATE PE—T 03.29.2 REVISIONS DATE O L LD Z W LD W O Z W ZZ� W 0 J 0 =LU uLLI LL V) FIELD ALTERATION SCALING Tw FOUNDATION FRAMING PLAN SHEET C J 1.0 SHEET 2 OF 3 ROOF RAFTER PER PLAN UPLIFT CONNECTOR AND (2) 12d TOENAILS EACH SIDE OF RAFTER. WALL SHEATHING—,CEILING JOISTS PER w/ (5) 10d COMMON WIRE NAILS EA. END RAFTERS. (TYPICAL) .2x4 BLOCKING AT PANEL JOINTS SHEATHING BREAK BEAM TO TOP PLATE SDWC15600 0 32" O.0 SHEATHING _ BREAK 10d COMMONS ® 8" O.C. BLOCKING AT :L JOINTS 2X6 WALL STUD 16" O.0 (TYP.) 1 2x6 RAFTERS 24" O.0 PAIRED WITH 2X6 CEILING ' JOIST m ROOF PLAN SCALE: 1/4" = 1'-0" TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Wi TH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 2x4 BLOCKING AT PANEL JOINTS SHEATHING BREAK SOLE PLATE ANCHOR, SEE 1/51.0 SEE SCHEDULE ON FOR FOOTING �i, ELEVATOR SECTION 51.1 SCALE 1/2" 1'-0' INFORMATION SHOWN ON THESE. DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THATMIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SYMBOLS LEGEND HTS16 DESGNATEs UPLIFT CONNECTON. J (.D O FRAMING w.M NOTrc -- ® a Z I u, FOR TYPICAL RODE SHEATHNG AND FRAMING, SEE 5 EET 50.0. N j W 2. FOR SPE IC UPLIFT CONNECTORS, SEE PLAN MIN ()sDWC CONNECTOR. D. Q = vrt 3. FOR GENERAL DESGN SPEORMAT1ONS SEE SHEET a F- ELI nI = Q IS Ny A(2)H2CT CLIPS ON 1'/r" MDE LUMBER, PLACE CLIPS Q U Z y F Q DIAGONALL CROSS DOUBLE OP PLATE IRCM EACH OTHER. , /� � LD Q P m V ILYZUN XO@i TRUSS (U^ w FASTENING DETAILS STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 112110 Ch rlslopher I Sabo m PE FL PE�714G1 TRUSS TIE DOWN WITH SIMPSON SDWC PIAN NAME ITE RNELEVATOR Rafter to Top Plate shown SSE N. Truss to Top Plate similar LIFT -200106 aphmal z21f• 1a v 3f1' ISSUE DATE I' MIT F3 27,20 51UD DIRECTLY BELOW TRUSS "Ida REVISIONS DATE SDWC15600 TOP PLATE TO STUD SDWC15600 tl€ 1. sloped—roof rafters mor he slopes up to old maudmg 0 12:12 pitch aM muN he birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE r —� STUD NOT DIRECTL BELOW TRUSS SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) ,1 ®Do not install SDWC in hatched ar 1/2" MIN MAX 12 0 u z W (� E2 0 Z w i Z Z X30 Lu 0 N IIL....LLL w 7- LLI U<w ^Z)^' Lr) FIELD ALTERATION Rafter or Truss 2x4 BLOCKWG AT 5' minimum edge SHEATHING PANEL JOINTS " BREAK splice) 10d COMMONS SCALING from -op pateOF ® 8" O.C. splice OHsel ror fuu �m�es STUD NOT DIRECTL 2—PLY LVL BEAM TO TOP PLATE MATCH FLOOR R SDWC15600 a 32" O.0 DEPTH 2x4 BLOCKING AT PANEL JOINTS SHEATHING BREAK SOLE PLATE ANCHOR, SEE 1/51.0 SEE SCHEDULE ON FOR FOOTING �i, ELEVATOR SECTION 51.1 SCALE 1/2" 1'-0' INFORMATION SHOWN ON THESE. DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THATMIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SYMBOLS LEGEND HTS16 DESGNATEs UPLIFT CONNECTON. J (.D O FRAMING w.M NOTrc -- ® a Z I u, FOR TYPICAL RODE SHEATHNG AND FRAMING, SEE 5 EET 50.0. N j W 2. FOR SPE IC UPLIFT CONNECTORS, SEE PLAN MIN ()sDWC CONNECTOR. D. Q = vrt 3. FOR GENERAL DESGN SPEORMAT1ONS SEE SHEET a F- ELI nI = Q IS Ny A(2)H2CT CLIPS ON 1'/r" MDE LUMBER, PLACE CLIPS Q U Z y F Q DIAGONALL CROSS DOUBLE OP PLATE IRCM EACH OTHER. , /� � LD Q P m V ILYZUN XO@i TRUSS (U^ w FASTENING DETAILS STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 112110 Ch rlslopher I Sabo m PE FL PE�714G1 TRUSS TIE DOWN WITH SIMPSON SDWC PIAN NAME ITE RNELEVATOR Rafter to Top Plate shown SSE N. Truss to Top Plate similar LIFT -200106 aphmal z21f• 1a v 3f1' ISSUE DATE I' MIT F3 27,20 51UD DIRECTLY BELOW TRUSS "Ida REVISIONS DATE SDWC15600 TOP PLATE TO STUD SDWC15600 tl€ 1. sloped—roof rafters mor he slopes up to old maudmg 0 12:12 pitch aM muN he birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE r —� STUD NOT DIRECTL BELOW TRUSS SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) ,1 ®Do not install SDWC in hatched ar 1/2" MIN MAX 12 0 u z W (� E2 0 Z w i Z Z X30 Lu 0 N IIL....LLL w 7- LLI U<w ^Z)^' Lr) FIELD ALTERATION Rafter or Truss 5' minimum edge distance -full values (with or Splice may De in upper or " without a plate lower plate splice) SCALING from -op pateOF splice OHsel ror fuu �m�es STUD NOT DIRECTL BELOW TRU55 ROOF PLAN AT TOP PLATE SPLICE 8 WALL SECTION HEET SIA SHEET 3 OF 3 6-0- WALL \ ,\'.' \• \ \LOWHEIGHT LOWERED FENCE TOS "\ •\ \\ \�\ \.\ \ '.'6'-0' WALL LOWHEIGHT LOUVERED FENCE TO `UNITS.\ \' \ \` \ `\\\\.CONCEAL (2)AC �I \ ...;CONCEAL (2)AC UNITS.. \' \. \. \\�'....,'�'� \.\\ \\ \ \� ' �\ • \' \ \\ �A GATE - ___ _______\____ ____ _ 1 2 2 ' A 403 A 403 A 301 A400 A407 4 AC NIA L [^ AC 31 0 KICMISK 3, S.. AC I T-3" 31•-P' CIL 5 2 6vDq 0 (/ L— SkveR ` WH c C it e FURR-WALL6"FOR MlS1 - \ S 2 - LAUNDRY EQUIP. \ TURF BLOCK PERMEABLE 6 j A4 - GI SURFACE, TYP. 3,145 SF LAUNDRY EQUIP. o 1 GARAGE 3 6 A-002 0 i 5573E CIL �- SLOPE 114":17 iv I 4 SLOPE 1/4':17'–� SLOPE 14'12" 4 io I® 27-T' g•_5• 6•_3• m SLOPE 1 ' 12—� N " - 6' 3„ 8' 6., 22'-T' oza - _ 3 3 - GARAGE PROVIDE OPENING FOR ® 557 SF PALM TREE, TYP. 4 .... ..�, 2 14 r i i Rte. _ � 1_ � in mo I CIL n ,(. 4'4' ... 1 STAIR 3 m \ 1z 1 CIL , S L oavtrd P. n EXTEND FIRE RATED WALL TYPE �I (W9 PARTY/DEMIS�INP 1 5 C2 PARTY/DEMISING WH FURR-WA 5 1 WALL, TYP. 2 LAUNDRY E 6' FOR LAUNDRY EQUIP, FURR-WALL 6" FOR b CIL ll o LAUNDRY EQUIP. I 6 - ry Oc I I -�— SLOPE 1/4":72' COURTYARDAREA - j C!L o s GARAGE 5 GL SLOPE 1/,':12"-- e b SLOPE il4 12 t SLOPE 1/4"'.12" 0 L I. d 548 SF ry p7j 22._7. t3' 5'• 6'-3!' '` 22-T IS GARAGE 2 548 SF e 4 0 PROVIDE OPENING FOR PALM TREE TYP. 2 2' 3 3 2 A 401 STAIR 2 STAIR. CIL 6 - \ (J 1 oio CIL A 400 - 5 r rn CIL 1 �WH !L I. 1 PARTY/DEMISING w WH PA C 67eveR O RTY/DEMISING 1 WALL, TYP. WS) EXTEND FIRE RATED WALL TYPE (WS WALL, TYP. FURR-WALL 6" FOR -WALL 6" FOR LAUNDRY EQUIP. LAUNFURR DRY EQUIP. — Ory CIL �' - � TURF BLOCK PERMEABLE I 0 I 8o- SURFACE, TYP.3145 SF CIL ro ou 23',"•23._3,, o� I . CIL ,N orzo 4� n aao L4 1 ^ V ♦ G561 SF d iN SLOPE 7/ ":12 2 N,A300 GARAGE 1 SLOPE ''12 3 ois 561 SF 7/6' �� A402 S OPE 1/4":12"" I SLOPE 1/4":17 - - 12 T' AREA FOR OPTIONAL ELEVATOR, g" q T RECESS SCAB IO pL ELEVATOR.' i RECESS SLAB 7 -0" 4 0 12'-7' 12 6 8 i omZ:I j r / � o a CA 5I v N — CIL oW 3❑ Y 4'1' HIGH PNTD. `t-------- i ___P v oAC AC AC � AC � S CMU WALL. 3 3 - m 3L FRONT GATE 3 (STORAGE 77n-� UNDER STAIR) L J (STORAGE UNDER STAIR) LOWHEIGHT LOUVERED FENCE TO CONCEAL (2) AC UNITS. A 4'-0" 23' 2" T-10" 1ST. -FLOOR.PLAN 0 7 4 8' NORTH SCALE: 114"z 1'4r LOWHEIGHT LOWERED FENCE TO CONCEAL (2) AC UNITS, 2" 4'Z' MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchltects.com PH: 904. 24&ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: #AR96004 AHERN TOWN HOUSE FIRST FLOOR PLAN Project Number Date — 1 0/14 2 01 9 Drawn By Cs Checked By MWM A 200 r Scale – _-�