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LDAD aEAR 11JG WALL - n1 N !C -SAF I G ----.__ . _ - ._ ._.._ .__ � r AC � CUPS D 1;I1 / l- LOAD A1r l i' ,ry APS ,oTSD BY SPECIAL ry Kf l' A PdI�I ' BOARD ,f { ��. it i z In HVAC SOFFIT U� C-� ABOVECIIJ 0 W N U `r NEW FRENCH DOORS NDV WINDOWSW UP o 5'-0"x6'---8" (2-3 --0 x5 -0 ) z I Z o W v a L El O U EXISTING ___�p (TYPICAL) CMU COLUMN 9'-10" 8'-10" W Q _WJ t > W CL -i CONCRETE T 4'-8" PATIO EW FRENCH DOORS U= O '-O"x6'--8 J U� NORTH ELEVATION W �, r7 WIRE SHELVING 8 5,_0„ SCALE: 1/4"=l'-O" Q U I 01) BEDROOM CLOSET r) 00 iD v J Q WIRE SHELVING a z LL WIRE SHELVING 6" STEP I ip �`'� W i+7 I Ld HVAC SOFFIT r ABGVE o EJ I NEW DOOR n � — �2'-8"x6'_8" 04 6" 57EP 6" STEP � r � HALLWAY ►� 1 SHOWER WITH GLASS I a ENCLOSURE AND DOOR PEDESTAL tp SINK I 0 a CONPA Q E LAUNDRY SOUTH ELEVATION I ^ 3'-6" 01 SCALE: 1/4"=l'-O" i a D-IFW - 10 10 e- -J NEW WINDOWS a O (3'-0"x5'-O")❑ z TOILET Q r j U. 7'-6" 3'-0" 1O'-1" O U 94RAGE V5 O a Ip Y m FLOOR PLAN I J = V SCALE, 1/4"=1'--0" J 00 z �4ffiI� = r a r �CL ) L Q EAST ELEVATION SCALE: 1/4"=l'-Om I FLOOR PLAN GENERAL NOTES: CASE EXIS ING 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. OPENING 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, TAXES, AND CERTIFICATES OF INSPECTION 3. THE CONTRACTOR SHALL EXECUTE ALL WORK SHOWN ON THE DRAWINGS AND IS I ENTITLED TO FINICAL COMPENSATION FOR ADDITIONAL WORK OC Gabriel M. Bove 2003 Copyright, Gabriel M. Bove, 200,3. 4. THE CONTRACTOR SHALL EXPEDITE THE ASSIGNMENT IN A MANNER CONSISTENT All rights reserved. Na part of this work may be used, reproduced, WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICES, MAINTAINING SAFETY, AND distributed, displayed or otherwise IN THE BEST INTEREST OF THE END USER communicated in any form or y any means without the prior, 5. THE CONTRACTOR SHALL COORDINATE THE DISCONNECT OF ELECTRICAL, HVAC, WEST ELEVATION �� r -��- FO P- '-7Vfl 1� � written consent of Gabriel M. Bove. CABLE, TELEPHONE, AND ANY OTHER UTILITY SERVICE WITH THE HOME OWNER SCALE: 1/4"=1'-O" IE� C-- 'T /C) /rW J) /:Z E- L A4 9E 7-/}l L,>� 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ,1, LOCAL JURISDICTION L 7. COORDINATE ALARM MODIFICATIONS AND FIRE DETECTION WITH OWNER'S EXISTING z o VENDOR / PROVIDER F- a- U Lr 8, ALL DEMOLITION, PHASED CONSTRUCTION, AND TIE IN DATES SHALL BE v COORDINATED IN ADVANCE WITH THE OWNER NEW FLOOR PIAN KEYED NQYES: DEMOLITION P N KEYED NOTES* z o 9. THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER IN THE EVENT a ALL CLOSET DOORS SHALL BE 2'-0"x5'-8" THAT THE EXISTING CONDITIONS ARE DIFFERENT THAN THOSE ASSUMED O CASE EXISTING OPENING p ALL INTERIOR DOGS SHALL BE 2'--8"x6'-8". 10. WHEN THE JOB IS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL A P t'L O II E c� PREPARE A PUNCH LIST OF ITEMS AND REVIEW THEM WITH THE OWNER AHU DOOR SHALL BE 3'-0"x6'-8". CITY ()F/1iLA,Y i IC . E,1CN BUILDING OFFICE W 11. FINAL PAYMENT TO THE GENERAL CONTRACTOR SHALL BE MADE WITH IN 15 �4 INTERIOR WALLS SHALL BE PAINTED GYPSUM BOARD. N Q DAYS OF COMPLETION OF THE PUNCH LIST TO THE SATISFACTION OF THE ENDUUN 1 ,,3 ZOU3 USER. 5Q CEILINGS TO BE APPROX. 8'-0" A.F.F. MATERIAL NOTES PROVIDE WOOD PLANK SIDING. By" a ,[ I 1. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED D J-BOX IN WALL WITH CONDUIT TERMINATING AT EXISTNG PANEL FOR FUTURE HOT TUB. a JOB NO. 2. SLAB ON GRADE SHALL BE PLACED OVER VAPOR BARRIER AND TERMITE 8� L k6rr r TREATED SOIL HOSE BIB. Sie 1 DRAWN: SCS 3. SEE STRUCTURAL DRAWINGS FOR MEMBER SIZES, UPLIFT DEVICES, NOTES AND - - DETAILS 0067 -� I Q �-� � CHECKED: .SAB pj�j G SCALERS NOTED ISI fl ,� 2 f10;J A - 1 Qrj� DRAWING NO. I 2 DESIGN DATA MASONRYNOTES: 1. MINIMUM 28-DAY COMPRESSIVE STRENGTH (FC ') OF W CAST-IN-PLACE CONCRETE........................... 2500 PSI 1. THE TYPE OF MORTAR PROPOSED FOR USE MUST CONFORM TO C270, TYPE 5 1 1 -3 I UF' I a W u" .............................. M OR S GREY. LU A) DEFORMED REINFORCING BARS...............................................ASTM A615-60 I I W ~ Ln 2. THE CONTRACTOR SHALL ADEQUATELY AND CONTINUALLY BRACE ALL MASONRY WALLS EXISTING FRAMING U `n B) WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND ASTM EXPOSED TO WIND AND/OR OTHER LATERAL LOADS DURING CONSTRUCTION UNTIL THE / \ i i _ N A8 W ENTIRE STRUCTURE IS STABLE. D ❑ 1 � i3O O C) CONCRETE MASONRY UNITS SHALL CONFORM TO I I > O Q ASTM C90; F 'M = 1500 PSI. 3. CONCRETE MASONRY UNITS: CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR �` / g'-1O" I 8'-1 O" I z L0 Cl:_� C D TIMBERS SHALL BE SOUTHERN YELLOW PINE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS , GRADE "N", TYPE I, MEDIUM TEXTURE. EXISTING SQUARE ( O W m iz `'0 UNITS SHALL BE MODULAR DIMENSION, NOMINAL SIZE AND SHALL INCLUDE ALL SPECIAL 16" CMU COLUMN I I W �7 O "? fb=1200PS1 DoSHAPES AND SIZES TO COMPLETE THE WORK, BE FREE OF CRACKS, CHIPS AND SURFACE _ I I J C7 � m DEFECTS NOTICEABLE AT A DISTANCE OF 12" FROM EXPOSED WALL. f----- -- --- __- -� �'� d z Ld DESIGN LOADS - STANDARD BUILDING CODE 4. REINFORCEMENT: '-' I I 4'-8� I I Q � - _-_ ._ _ -_ _ _ -I.1 I W 0 J z A) LIVE LOAD: I C" �' , I J O � z STAIR AND LANDINGS.................................................................................10OPSF A) HOLD VERTICAL REINFORCEMENT FIRMLY IN PLACE. PLACE HORIZONTAL wj _I I I L_.- - I I o REINFORCEMENT AS MASONRY WORK PROGRESSES. 0 ro B) WIND LOADS ARE AS NOTED ON THIS DRAWING. 2x4 STUD 0 1 s O.C. I i I 5'..-o I O B) TIE LAP SPLICES SECURELY TO PREVENT DISPLACEMENT. o WITH 7/16" OSB SHEETING I I 0 I 10 r- -- --- -_. _ - - 1 �J- � GENERAL NOTES C) COLD BEND ALL BARS. DO NOT STRAIGHTEN OR OTHERWISE REPAIR DAMAGED to I °D ( 1"CO W Q I OC REINFORCEMENT. DO NOT INSTALL KINKED OR DAMAGED REINFORCEMENT, I I I 1 0 r--- -- - --- -- - �' - 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 0 rt nn r� D) PROVIDE ONE #5 BAR MINIMUM EACH SIDE OF ALL OPENINGS AND CORNERS. 0-1I I I I 'r, I I ( I V va 2. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE STANDARD BUILDING I CODE AS ADOPTED BY DUVAL COUNTY AND WITH ALL APPLICABLE PROVI 5. GROUTING: NO GROUTING WILL BE PERFORMED UNLESS CELLS HAVE BEEN INSPECTED I I= ElI I ❑ n 6" STEP SIONS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT. AND THE GROUTING OPERATION AUTHORIZED BY THE PROJECT SUPERINTENDANT. I 11 1 CONCRETE NOTES A) ASSURE THAT GROUT CORE IS CLEAR FROM MORTAR DRIPPINGS AND J OTHER DEBRIS. 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-96, SPECIFI- 5" STEP -- - CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY SUP- 8) DO NOT EXCEED (6') IN HEIGHT FOR GROUT LIFTS. 1 Is" STEP i L'- - PLEMENTAL REQUIREMENTS CONTAINED IN THE FOLLOWING NOTES. NEW 4" CONCRETE -1 3 I � (1-17I C) CONSOLIDATE GROUT FOR FILLING REINFORCED CELLS IN PLACE BY SLAB 2. UNLESS OTHERWISE NOTED, REINFORCING SHALL BE IN ACCORDANCE WITH "THE ACI VIBRATION OR OTHER METHODS WHICH INSURE COMPLETE FILLING I `� DETAILING MANUAL, SP-66." OF THE CELLS OR CAVITIES. \ co 1 I 1 1 3. CONCRETE SLUMP FOR SLABS/FOUNDATIONS SHALL BE A MAXIMUM OF 4". D) STOP GROUT 1 1/2" BELOW TOP OF MASONRY WHEN GROUTING IS TO BE STOPPED FOR ONE HOUR OR MORE. 4. READY MIX CONCRETE SHALL COMPLY WITH ASTM C94 AND AS SPECIFIED BELOW. I I I 1 8" CMU W/REINFORCEMENT LO5. CONCRETE AND RELATED MATERIALS: i• r- I 1 1 A) PORTLAND CEMENT: ASTM 0150, TYPE AS REQUIRED. ---�---�--�- - - -`�---- - o I L -- -__.. - � ._ _.� _ - - --- B) NORMAL WEIGHT AGGREGATES: ASTM C33. C WATER: POTABLE. 20 ❑ L - - --. . _....-- - - ._.� - � .._ _ - - _. __ - � J D) AIR-ENTRAINING ADMIXTURE: ASTM C260. E) WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. 3, 1„ Q -32 3'---1" 7'-6" 3'--a" 10'-1 " W O 11, oC F) REINFORCING STEEL: 4 SIM LU Q O I) DEFORMED REINFORCING BARS: ASTM A615. RAFTER & CEILING BAND CONNECTORS C T S-1 i II WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND A82. CEILING BAND TO TOP PLATE (LATERAL LOAD) 3-16d TOE NAILED AT 24-O.C. MAX. WALL SECTION I O N Z J LL_ RAFTER SILL TO RAFTER LATERAL LOAD 2-16d TOE NAILED AT 24 O.C. MAX. AND W A-21 CLIP G) CURING COMPOUND: ASTM C309, TYPE 1 AND 1D, NON-RESIDENTIAL, RAFTER SILL TO CEILING JOIST & BAND CLATERAL LOAD 2-16d AT 24 O.C. MAX. SCALE: 1/2"--1'-0" o OG CLEAN. L & M CURE BY L & M CONSTRUCTION CHEMICALS OR SONOSIL RAFTER TO TOP PLATE OR STUD 1--EA. ST22 W/12-10d NAILSUPLI FOUNDATION PLAN CD o a BY SONNEBORN BUILDING PRODUCTS. RAFTER TO HIP & VALLEY RAFTER 1-EA. LSU26 SCALE: 1/4"=1'-0"HIP OR VALLEY RAFTER TO RAFTER SILL 1-EAI. HCP2 & ST22 STRAP � � W (.) m WOOD NOTES: NAILING SCHEDULE NORTH J h- 1. STRUCTURAL TIMBER SHALL BE SOUTHERN YELLOW PINE (Fb=1200PS1) CONNECTION NAIL SIZE SPACING OR NUMBER Fz JOIST TO SILL TOE NAIL 8d COMMON 3 V" Z 2. FASTENERS AND METAL DEVICES SHALL CONFORM TO TIMBER INSTITUTE STANDARDS. TOP OR SOLE PLATE TO STUD 15d COMMON 2 a J 3. FASTENERS SPECIFIED AS SIMPSON SUBSTITUTIONS ARE ACCEPTABLE AS LONG CEILING JOIST TO PLATE Sd COMMON 3 AS THEY HAVE EQUAL OR GREATER CAPACITY. DOUBLE STUDS 10d COM ON 24 O.C. r ~ DOUBLE TOP PLATE 10d COMWON 16 0.C. --7/16" SHEETING NEW Q 4. SEE PLANS AND SCEDULES FOR ADDITIONAL INFORMATION. NEW P x STUD @ 16'UC, 1/2'0 A.B. @ 2'-0' Of. WITH (2'x2'x1/8' PL WASHER) DESIGN WIND PRESSURES (PSF) 1-#5 ROD COMPONENTS & CLADDING WALLS 4' CONCRETE SLAB 4" CONC SLAB STRUCTURAL 3'-0"(MIN) TRIBUTARY AREA CONCRETE LANDING NOTES AND ZONE 10SF 100SF GREATER GRADE THAN SOOSF !12 EQUAL (BUT NOT GREATER THAN 7 1/4') DETAILS -36.3/+34.1 -32.3/+30.1 -29.7/+27.5 4' MIN COVER ' CMU " 4° EQUAL 5 BOWEL @ 32' D.C. ® -42.9/+34.1 -35.2/+30.1 -29.7/+27.5v� 4 @ 32'RC, 10' (MIN) , • M. TURNED EDGE C Gabriel er Bove 203 Copyright, Gabriel M. Bove, 2003. A N D I N G S TA R All rights reseryp ed. No part of this vJ'S CONT work may be used, reproduced, distributed, displayed or otherwise f� communicated in any form or 6y 20' (MIN) any means without the prior. WIND INFORMATON written consent of Gabriel M. Bove. CONCRETE FOOTING (FBC 1606.1.7) BASIC WIND SPEED --- 120MPH 1o",ca-e,30" SECTION SCALE: NONE SECTION Z SCALE: NONE SECTION 3 SCALE: NONE Cn WIND IMPORTANCE FATOR - 1.00 En z Z 0 BUILDING CATEGORY - II BOTTOM CHORD OF EXISTING FLOOR FRAMING 0 h V � U) WIND EXPOSURE - CATEGORY'% U z o B EXISTING 4-16d NAILS SIMPSON DTC o BUILDING TYPE - PARTIALLY ENCLOSED �0 h FLOOR JOISTS (EACH SIDE AS INDICATED) BQI 0 i EXISTING SLAB NEW �-2-16d NAILS INTERNAL PRESSURE COEFFICIENT t0-Z0%4 I i QA COMPONENTS/CLADDING - SEE FBC 1606.2.5 iQ ` AND TABLES THIS SHEET N 2x6 HORIZ BLOCKING ® 1'-6" U.C. O SIMPSON DTC NEW 4" THICKNEW WOOD BLOCKING a CONCRETE SLAB �-AS REQUIRED. COMPONENT AND CLADDING LOADING DIAGRAM " AA 6" STEP JOB NO. ,• 2x4 0 16 O.C. VERT DRAWN: SCS #4 BAR STUDS AT 16" 2-H7 (1-EACH SIDE) CHECKED: JAB AT EVERY STUD TP WALL BRACING DETAIL SCALERS NOTED S - 1 SECTION 4SCALE: NONE SECTION 5 SCALE: NONE S ECTI N 6 SCALE: NONE DRAWING NO.