326 PLAZA (324) - INTERIOR REMODEL DRAWINGS GENERALNOTES : GENERAL STRUCTURAL NOTES 21. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: SECOND FLOOR RENOVATION
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INT.
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL BUILDING CODES AND CRITERIA BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED,SHALL CONFORM TO TABLE 2304.9.1 OF THE FBC.
REQUIREMENTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE 32 _26 P LAZA
I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS,THE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS
2. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL AUTHORITIES FLORIDA BUILDING CODE, FLORIDA RESIDENTIAL CODE, AND THE CITY OF JACKSONVILLE BUILDING CODE AMENDMENTS. SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1997 EDITION) WITH A LEAD BORE
DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG
CODES IN FORCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC 2. DESIGN LOADING CRITERIA SCREWS. ATLANTIC BEACH ., FL
AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . .20 PSF
3. ALL FEES,TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND THE FILING OF ALL THE WORK FLOOR LIVE LOAD (RESIDENTIAL FLOORS I &2) . . . .40 PSF B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16"O.C.
GARAGE LIVE LOAD . . . . . . . . . . . . . .50 PSF OR 2000 LB POINT LOAD OVER 20 SQ INCH AREA LINO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND
WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL OBTAIN ALL HANDRAILS &GUARDRAILS . .200 LB POINT LOAD APPLIED IN ANY DIRECTION AND 50 PLF LOAD APPLIED ALONG TOP RAIL AT BEAM OR HEADER BEARING LOCATIONS.TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE 32233-5434
PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. INTERMEDIATE RAILS DESIGNED TO WITHSTAND 50 LBS OVER I SQUAREO FOOT NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST WIND . . . . . . . . . . . . . . . . . . . . . 120 MPH 3-SECOND GUST, EXPOSURE"C" CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-01,IN HEIGHT.
PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS (AS APPLICABLE) FOR ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO
LAWS. BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE
5. EACH TRADE IS EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES. SHALL NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. WITH 16d @ 12"O.C. AND LAP MINIMUM 4'-0"AT JOINTS AND PROVIDE EIGHT l6d NAILS @ 4"O.C. EACH SIDE JOINT.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH l6d NAILS @ 12" FOR HOMEOWNERS
6. THE CONTRACTOR IS RESPONSIBLE TO ALL TRADES UNDER THEIR JURISDICTION. WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY O.C.STAGGERED OR BOLTED TO CONCRETE WITH 5/8"DIAMETER ANCHOR BOLTS (WITH 7 MINIMUM EMBEDMENT)
AND MUST BE VERIFIED. @ 4'-0"O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER
7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE WITH l6d @ 12"O.C.STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES
CONSTRUCTION PLANS AND EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT OF ANY 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL NAILED TO ALL STUDS,TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7"O.C. NAIL 1/2"GWB WITH 5d COOLER VERNE SHORTELL & STEVE HARVEY
ERROR, OMISSION OR CONFLICT IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE
FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. NAILS AND 5/8"GWB WITH 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON
WORK. ALL CONFLICTS SHALL BE RESOLVED PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK. EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN-SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH
8. CONTRACTOR SHALL FULLY INVESTIGATE THE JOB SITE TO COMPARE THE CONTRACT DOCUMENTS AND EXISTING 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES OR NAILS @ 6"O.C.AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12"O.C. ALLOW 1/8"SPACING AT ALL
CONDITIONS RELATING TO CONSTRUCTION OF NEW WORK AND LABOR. THE CONTRACTOR SHALL INCLUDE COST PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK.TF E ENGINEER HAS NO OVERALL SUPERVISORY PANEL EDGES AND ENDS. ISSUE DATE : JANUARY 19 ,, 20 16
FOR ALL WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMIPLIED BY EXISTING CONDITIONS. AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE S 3ECIFIC WORKING CONDITIONS AT THE SITE AND/OR
THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER HAS NO DUTY TO C. ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE
INSPECT,SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING
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AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH
OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. AT ALL BEARING POINTS.TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR
WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE WILL NOT BE ACCEPTED. BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS
CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE ENGINEER FOR TOGETHER WITH l6d @ 12"O.C.STAGGERED.
7.
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9. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER ALL CONSTRUCTION MEANS,
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY F,
TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY
THIS REQUIREMENT. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR
THE CONTRACT DOCUMENTS. TO SUPPORTS AND NAILED @ 4"O.C.TO FRAMED PANEL EDGES,STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS _Nz
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AND @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTR JCTION. WHERE CONDITIONS ARE NOT
10. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY THE IMPACT ON ANY
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALLOW 1/8"SPACING AT ALL PANEL EDGES AND ENDS OF
EXISTING FUNCTION AND SHALL COORDINATE HIS WORK SCHEDULES PRIOR TO COMMENCEMENT OF NEW WORK
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SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH l6d @ 12"O.C. UNLESS OTHERWISE NOTED
WITH OWNER.
OTHERWISE.
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9. IT IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO PERFORM SITE OBSERVATION DURING CONSTRUCTION.
11. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL NEW WORK IN IN CONTRACT. CONTRACTORS SHALL
OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. ANCHORAGE
FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PROJECT OUTLINED IN THIS
SET OF PLANS.
GEOTECHNICAL 22. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED WITH 'EV (EPDXY TIE) OR "SET" HIGH STRENGTH
EPDXY GROUT AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH A
12. SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL NOT BE ALLOWED WITHOUT PRIOR 4
I.C.B.O. REPORT NO. ER 5279.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
L OF THE ARCHITECT.
WRITTEN APPROVA
10. GEOTECHNICAL REPORT NOTE: NO GEOTECHNICAL REPORT PROVIDED.ALL FOOTINGS TO BEAR 18"MINIMUM BELOW
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9'1�1�1,g
GRADE. ASSUMED SOIL CONDITIONS FOR THE REGION.
13. SUBSTITUTIONS WILL BE CONSIDERED WHEN THE SPECIFIED ITEMS CAN NOT BE OBTAINED, THE OWNER REQUESTS A
CONCRETE
CHANGE OR A SUBSTANTIAL SAVINGS CAN BE PROVIDED TO T HE OWNER.
RENOVATION
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23. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACE IN ACCORDANCE WITH IBC SECTIONS 1905,1906
14. OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIALS, CONTRACTS,
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AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF Fc' =2,500 psi AND MIX
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OR THE EXECUTION OF ANY WORK IN EXCESS OF ORIGINAL CONTRACT.
11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION.SHORING SHALL CONTAIN NOT LESS THAN 51/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A
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SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. SLUMP OF 5" OR LESS.
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15. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTE
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MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED N ACCORDANCE WITH
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24. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE 60, FY= 60,000 PSI. NO BARS
MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 12. EXISTING WALLS SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY
A
THE STRUCTURAL ENGINEER.
16. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD NOT LESS THAN I YEAR A. ALL NEW OPENINGS THROUGH EXISTING WALLS,SLABS AND BEAMSSHALL BE ACCOMPLISHED BY SAW CUTTING
AFTER APPROVAL OF FINAL PAYMENT. WHEREVER POSSIBLE. 25. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: PROJECT LOCATION
17. ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSE BY THIS WORK. ANY ASSOCIATED DAMAGE B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCAlION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. FOOTINGS AND OTHER UNFORMED SURFACES SAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
TO THE EXISTING BUILDING IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . .2"
C. SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED BY CORE DRILLING. (#5 BARS OR SMALLER) . . . . . I
18. THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM HAZARDS AT ALL TIMES. ALL EXISTING D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . 1 '/2
SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. SLABS AND WALLS . . . . . . . . . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"
EGRESS REQUIREMENTS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS, BROOM SHEET INDEX
CLEAN THE ENTIRE PROJECT AREA, AND LEAVE THE SITE IN A CLEAN CONDITION DAILY. CLEAN INTERIOR SPACES
PRIOR TO THE START OF FINISH PAINTING. SCHEDULE OPERATIONS SUCH THAT DUST AND OTHER CONTAMINANTS WILL 26. CAST-IN-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, DIMENSIONS AND ELEVATIONS.SEE
NOT FALL ON WET, NEWLY-COATED SURFACES. 13. CONTRACTOR SHALL CHECK FOR CRACKS AND OTHER DAMAGE AT ALL AREAS OF NEW WORK. ARCHITECTURAL DRAWINGS FOR ALL SLOPES, GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR,TEXTURE, AND
OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. A-0 SITE PLAN, EXISTING, DEMO, RENO & FRAMING PLANS
19. CONTRACTOR SHALL INCLUDE IN BID THE REMOVAL OF DEBRIS AND CLEANING AFTER ALL FINISIH TRADES. 14. ALL DAMAGED ITEMS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY A-1 EXTERIOR ELEVATIONS, REFLECTED CEILING PLAN
20. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS; DIMENSIONS THE ENGINEER OR ARCHITECT.
DESIGN CRITERIA A-2 BUILDING SECTION
GOVERN.
WOOD
21. CONTRACTOR SHALL SUBMIT FOR ARCHITECT'S AND/OR OWNER'S REVIEW PRIOR TO FABRICATION OR PURCHASE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH:
SHOP DRAWINGS, OR SAMPLES FOR ALL ITEMS AS REQUIRED IN THE CONTRACT DOCUMENTS. o 2014 FLORIDA BUILDING CODE (FBC)
15. FRAMING LUMBER SHALL BE KILN DRIED OR MC-1 9,AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. o 2014 FLORIDA RESIDENTIAL BUILDING CODE (FRBC)
22. CONTRACTOR SHALL DO ALL CUTTING, FITTING,AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL STANDARD GRADING RULES FOR WEST COAST LUMBER NO. o 2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)
o 2005 AMERICAN CONCRETE INSTITUTE (ACI 318)
PARTS OF THE PROJECT FIT TOGETHER PROPERLY. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
* MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10)
23. FLASHINGS,SEALANTS, CAULKINGS, AIR BARRIERS, VAPOR BARRIERS, WATERPROOFING MEMBRANES AND JOISTS AND BEAMS: (2X &3X MEMBERS) S.PINE OR HEM-FIR NO. 2 MINIMUM BASE VALUE, Fb=850 PSI
INSULATION SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY BEST (4X MEMBERS) S. PINE OR DOUGLAS FIR NO. I MINIMUM BASE VALUE, Fb= 1000 PSI THE FOLLOWING ARE THE DESIGN LOADS AND FACTORS THAT WERE USED IN THE STRUCTURAL DESIGN OF THIS PROJECT.
LIVE LOADS: CODES IN EFFECT
* ALL WOOD EXPOSED TO WEATHER SHALL BE TREATED
BEAMS: (INCL. 6X AND LARGER) S. PINE OR DOUGLAS FIR NO. I MINIMUM BASE VALUE, Fb= 1350 PSI o FLOOR (SLEEPING AREA) 30PSF
o FLOOR (NON-SLEEPING AREA) 40PSF 5TH EDITION FLORIDA FIRE PREVENTION CODE
PRACTICES AND EVERY EFFORT SHALL BE MADE TO PROVIDE A BUILDING ENVELOPE WHICH IS FREE OF AIR LEAKAGE, POSTS: (4X MEMBERS) S. PINE OR DOUGLAS FIR NO, 2 MINIMUM BASE VALUE, Fc= 1300 PSI 9 ATTIC (WITH STORAGE) 20PSF (BASED ON NFPA1, FPC, 2012 EDITION)
THERMAL CONDUCTION/BRIDGING AND WATER/MOISTURE INTRUSION. PARTICULAR ATTENTION SHALL BE GIVEN TO (6X AND LARGER) S. PINE OR DOUGLAS FIR NO. I MINIMUM BASE VALUE, Fc 925 PSI * ATTIC (WITHOUT STORAGE) I OPSF
BUILDING ENVELOPE AND THROUGH WALL PENETRATIONS FOR WINDOWS, DOORS, HVAC, PLUMBING, ELECTRICAL OR * DECKS 40PSF 2014 FLORIDA BUILDING CODE, BUILDING
RECESSED EQUIPMENT. DISSIMILAR METALS UTILIZED FOR VARIOUS COMPONENTS SHALL BE SELECTED TO AVOID e ROOF 20PSF
2014 FLORIDA BUILDING CODE, RESIDENTIAL
GALVANIC ACTION. STUDS, PLATES & MISC. FRAMING: S. PINE OR DOUG-FIR NO.2 * STAIRS* 40PSF
*INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORM LOAD OR A 3001b POINT LOAD DISTRIBUTED OVER 2014 FLORIDA BUILDING CODE, MECHANICAL
24. ALL PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 4sqin.
DEFLECTIONS NOT TO EXCEED L/240 OF THE SPAN. 16. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH o RAMPS 40PSF 2014 FLORIDA BUIILDING CODE, PLUMBING
MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF * GUARDSMANDRAILS 50 PLF &200 LB POINT LOAD IN ANY DIRECTION GUARDRAIL INFILL COMPONENT
25. THE CONTRACTOR SHALL PROVIDE AND INSTALL NONCOMBUSTIBLE BRACING AND BLOCKING AS REQUIRED TO CONFORMANCE. 50PSF 2014 FLORIDA BUILDING CODE, ENERGY CONSERVATION
SUPPORT ANY WALL-MOUNTED FIXTURES, ACCESSORIES, EQUIPMENT,SHELVING, COUNTERTOPS, CABINETS, ETC. ALL 17. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH 2011 NATIONAL ELECTRIC CODE NFPA 70A FOR ONE & TWO FAMILY
WOOD BLOCKING OR BRACING SHALL BE PRESSURE TREATED, FIRE RETARDANT. IBC SECTION 2304. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. WIND DESIGN: DWELLINGS
* BASIC WIND SPEED (3 SEC. GUST) 120MPH
26. ALL FINISH HARDWARE SHALL BE ADA COMPLIANT AND SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA 18. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED 9 IMPORTANCE FACTOR 1 (TABLE 6-1) CODE OF ORDINANCES OF THE CITY OF ATLANTIC BEACH, FLORIDA
PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED o EXPOSURE
101 FIRE SAFETY CODE. c
WOOD AND CONCRETE OR MASONRY. o INTERNAL PRESSURE COEFFICIENT (GC
-pi) 0.18
27. CONTRACTOR SHALL PROVIDE AT CLOSE OF PROJECT 2 SETS OF OPERATIONS AND MAINTENANCE MANUALS WITH 9 BUILDING CATEGORY 11
ALL WARRANTIES AND GUARANTEES IN A 3 RING BINDER TO OWNER. 19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE" BY SIMPSON COMPANY, AS e END ZONES 5-0"AREA WITHIN OF ANY WALL CORNER, ROOF PERIMETER, ROOF RIDGE, OR
SPECIFIED IN THEIR CATALOG NUMBER C-2014. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, ROOF HIP. PROJECT DESCRIPTION
28. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT OR ENGINEER AS NOTED IN TITLE BLOCK. NO PART OF PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LO D CAPACITIES. PROVIDE NUMBER AND SIZE OF o ROOF CORNER ZONES 5-0"ROOF AREA WITHIN OF ANY SLOPED ROOF EDGE &WALURIDGE
THESE DOCUMENTS SHALL BE USED FOR ANY PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERSECTION
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CONSENT OF ARCHITECT ANID/OR ENGINEER. MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF 9 LAMBDA (A) 1.35 (figure 6-3) RESIDENTIAL RENOVATION OF EXISTING 567 G.S.F. 2ND FLOOR INTO
THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE a ROOF SLOPE 7-27 DEGREES
29. UPON COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE A CLEAN, DUST FREE SPACE. REMOVE LABELS, WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, o MEAN ROOF HEIGHT 25 FEET NATURALLY VENTILATED, NON-RENTED APARTMENT. (NO OVEN, NO
STAINS, GREASE, ETC. FROM ALL SITE EXPOSED INTERIOR AND EXTERIOR SURFACES. WASH AND SHINE GLAZING AND ALL NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) REFRIGERATOR OVER 4.4 C.F., BAR SINK (d) KITCHEN).
MIRRORS. PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, CONTRACTOR SHALL NOTIFY OWNER'S AS MEMBERS CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS"SERIES JOIST HANGERS. Nz.�l
ZONING DESIGNATION ARS-2
REPRESENTATIVE WHO WILL COMPILE A"PUNCH LIST"OF ITEMS TO BE CORRECTED PRIOR TO FINAL PAYMENT.
20. WOOD FASTENERS
EXISTING EXTERIOR WALLS: WOOD 2X6S @ 16" O.C. AT EAST & WEST
30. ALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PROPOSED DESIGN DOES NOT INCREASE LOT COVERAGE OR IMPERVIOUS AREA.
INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. ALL SURFACES SHALL BE PROPERLY PRIMED A. NAILSIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOvVING 1
WALLS, 2X4S AT NORTH & SOUTH WALLS. 1" OSB SHEATHING TYVEK AND
SPECIFICATIONS: 2 1
OR PREPARED PRIOR TO INSTALLATION OF FINISHES. IVY
CEMENTITIOUS FIBERBOARD LAP SIDING (FIRST FLOOR) AND SHINGLES
31. PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS ON A PROPERLY PREPARED SIZE LENGTH DIAMETER 0
SURFACE, WHICH SHALL BE STRAIGHT AND SMOOTH. MINIMUM ONE PRIME COAT AND ONE FINISH COAT. FINISH 6d 2" 0.113" CODESUMMARY (SECOND FLOOR).
COAT SHALL COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. BRICK SHALL BE 8d 2-1/2" 0.131 EXISTING FIRST FLOOR : CONCRETE SLAB. EXISTING 100 AMP ELECTRICAL9
THOROUGHLY CLEANED/DUSTED WITH A NYLON BRISTLE BRUSH AND SOAP/WATER SOLUTION AND ALLOWED TO DRY 10d 3" 0.148" CLIMATE ZONE 2A, WARM-HUMID PANEL AT FIRST FLOOR EAST WALL. EXISTING PLUMB ING LINES (d) WEST 00
THOROUGHLY BEFORE PRIMING/PAINTING. ED l2d 3-1/4" 0.148" HEAVY TERMITE INFESTATION AREA Nzzw
32. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND BE FREE OF 16d BOX 3-1/2" 0.135" FENESTRATION U-FACTOR =.40 (ACTUAL .30) WALL. NO EXISTING CONDITIONED SPACE. SOFFIT-VENTI LATE D ATTIC. lov
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHAL_SUBMIT NAIL SPECIFICATIONS TO THE ENGINEER FENESTRATION SHGC = .25 (ACTUAL .24) LL
VIBRATION. EXISTING SECOND FLOOR: 20" DEEP WOOD TRUSSES 0 2' O.C. WITH -I',
(PRIOR TO CONSTRUCTION) FOR REVIEW AND FOR APPROVAL. MINIMUM INSULATION IN WALLS = R-13 %ZZ., 2 a
MINIMUM INSULATION IN FLOORS = R=13 PLYWOOD SUBIFLOOR. w
33. CONTRACTOR SHALL TAG KEYS FOR ALL EQUIPMENT, DOORS, ETC.AND PROVIDE TO OWNER AT CLOSE OF
PROJECT. B. NAILS- PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING MINIMUM INSULATION IN CEILING = R-38 EXISTING ROOF: WOOD TRUSSES @ 2' O.C. Lu
WITH NO COUNTERSINKING PERMITTED.
4�
EXISTING WOOD DECK
X
M A P 0 F S U R V E Y REMOVE REMOVE
EXISTING 2x 4 WOOD STUDS @ 16"O.C. EXISTING EXISTING
LOT 11 , BLOCK 10, PLAT No. 1 , SUBDIVISION "A ATLANTIC BEACH, AS WINDOW WINDOW
EXISTING 2x 6 WOOD STUDS @ 16"O.C. TO BE RELOCATED. TO BE RELOCATED.
L
RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF MaW Ann Myler,Architect
DUVAL COUNTY, FLORIDA. .\\.-EXISTING 2'-8"W x 6'-8"H DOOR 2003 Woodmere Circle
REMOVE EXISTING Jacksonville, FL 32210
NON-CONFORMING REMOVE EXISTING EXISTING RETRACTABLE
STAIRWAY. REMOVE PARTIAL HT./GUARDRAIL AWNING. (904)553-7526
EXISTING TRUSS FOR WALL TO REMAIN. landma@bellsouth.net
RELOCATION IF
p L Z PU13LIC ROAD UNDAMAGED. AIR 0017019
OF 'WAY PAVED EXISTING FLOOR TO FLOOR HEIGHT:
80 RIGHT EXISTING J' PLUMBING I ST FLOOR TOP OF CONC SLAB TO EXISTING FLOOR TO FLOOR HEIGHT:
2ND FLOOR TOP OF FLOOR SHEATHING 11'-9" 2ND FLOOR TOP OF SUBFLOOR TO
10 PALM 250.00 SUPPLY AND 2" DRAIN
'19 D 1/2 IROIN LINES BOTTOM CHORD OF ROOF TRUSS 8'-]
J.9-939 FIELD ON CORNER No CAP EXISTING 100 AMP
250-00' FIELD P E, ELECTRICAL PANEL
.00
SET I le IRON 1.0, EXISTING 2x 6 WOOD STUDS @ 16"O.C.
FoUND A le 'Rot' PIPE LB 3672 C� I
PIPE LB 157' 0 0.4 0 EXISTING 2x 4 WOOD STUDS @ 16"O.C.
2! -TI
50.00 0 EXISTING GARAGE STYLE DOORS
9.87t FIELD rn x
C
7) > REMOVE DUMBWAITER. REMOVE DUMBWAITER.
CA _<
0 0 0 STORE COMPONENTS IN STORE COMPONENTS IN
(_4 _)> FIRST FLOOR FOR OWNER FIRST FLOOR FOR OWNER C
0 CA 9- C
FUTURE RE-USE. RE-USE. <
CA
n 6_11
;0
>
ER :;0 C) a
0
C E u
13.7 Cn -;0
30.0
62
K_2 '�FIRST FLOOR EXISTING & DEMOLITION K_37'\�SECOND FLOOR EXISTING & DEMOLITION
0
n �,_A___.01)SCALE:,V4" V-10" �-1A___0VSCALE:,y4" V-0"
STOR\�
-Two C:
Fn
::�i CA AME
FR X
MATCH EXISTING FINISHES AND MATERIALS
NCE X PATCH REMOVED WINDOW OPENING TO
RE9 D E 01 -r- SEAL
324 r 0
LA 0 -0
No. S 0 '"P, �77 NEW 2'x 6'
26 STORAGE BIFOLD
and 3 DOOR
(y) CLOSET
0 <
NEW J'MOISTURE RESISTANT GWB. TAPE AND SEAL ALL SEAMS, —3 ui x
0 TERMINATIONS,PENETRATIONS,ETC.PER MANUFACTURER'S NEWfGWB, Sz
. (-A 0 INSTRUCTIONS. PAINTED,ENTIRE 2nd RELOCATED
0 &W x 4'-4"H
too 0 rn
FLOOR INTERIOR 01 QUEEN SINGLE HUNG
6.2 0.7 x BED WINDOW.
G i _j UJ
-n 0 BAMBOO PLANK HEADER(2) 0
N co
rn 0 91 LOT 9 OPEN SIDE OF STAIRS TO HAVE HANDRAIL 34-38"H.RE-USE EXISTING FINISH FLOORING TO 0 0 2x8s OR(1) E
10.3 HANDDRAIL'S WOOD TOP CAP WITH NEW HORIZONTAL ST.STL. BE SELECTED BY i — w 2x12 E
C14 x 0 0
G TENSIONED METAL CABLE RAILING,SPACED SUCH THAT A 4"SPHERE OWNER.TYPICAL u h >1
EXCEPT @ = <
co CAN NOT PASS THROUGH CLEAR SPACE BETWEEN CABLES. 10 3:
NCp,F E 6 BATHROOM. CN C
C 13. >
LOT 1 3 p �-TH C) 19.0 C)
WoOD C)P,\( C
2nd C14 F_
STEPS E lo
WOOD DECK NEW HOT MIN.22"x30"ATTIC HATCH <
_n WATER HEAT NEW MINIMUM 34"H GUARDRAIL. EZ-HATCH R-42 OR EQUAL 0
U
RE-USE EXISTING WOOD TOP CAP WITH __j .._1D ry
0-) BY PLUMBIN NEW HORIZONTAL ST.STL.TENSIONED >
CONTRACT NEW 2x4 WD.STUDS @ 16"O.C.WITH J'MOISTURE RESISTANT GWB EA. METAL CABLE RAILING,SPACED SUCH 0
0 00 PROJECT DESCRIPTION: SIDE. TAPE AND SEAL ALL SEAMS,TERMINATIONS,PENETRATIONS,ETC. THAT A 4"SPHERE CAN NOT PASS NE 2x681 <
THROUGH CLEAR SPACE BETWEEN U. W < u_
L SECOND FLOOR INTERIOR PER MANUFACTURER INSTRUCTIONS FOR AIRTIGHT STAIRWELL/2114D CABLES. REF IG. DOOR r_4
j 11 .8 BUILD—OUT. FLOOR ENVELOPE. 110 V�ATEJ <
,-WWD 7UPF 7j- CERAMIC TILE _j CY)
30.3 FLOOR TO BE ,C o- (y)
x 7. 20 TREADS @ I I" SELECTED BY %_0 -�o N
xIIST�NG 111-9 19 RISERS @ 7.47"EACH= 11'-10" OWNER UJ CN
BAR (y)
T.O.CONC.@ I ST FLOOR TO T.O.FINISH FLOOR @ 2ND FLOOR NEW PLYWOOD SHEATHING SUBFLOOR S ) S OWE C? m
I V-10".CONTRACTOR SHALL VERIFY. SINK — (n 4—
STOR NEW 3W x @ REMOVED DUMBWAITER. EN I URE
0 4'-4"H SINGLE SEALPERIMETER. > 1 0 C14 u
0 0 HUNG (y) W 0
FRAME 1 77D.W. (0
WINDOW. -1 F z
_n ARAGE HEADER(2) Cn ncD 2 V)
G 2x8s OR(1) <
_j
30.3 1 11 .8 it 2x12
C: <
RELOCATED 3'W x 4'-4"H SINGLE HUNG NEW 3'Wx3'H SINGLE HUNG WINDOWS- E
7. 0
0- .:19.0.3' FoUND Ile IR014 WINDOW.HEADER(2)2x8s OR(1)2x12 MATCH EXISTING MANUF.&HEAD HT. HEADERS -
RF TION A C PIPE. NO (2)2x8s OR(1)2x 12 0 >
_TEN I- OWNER'S EXISTING 3W LAV/VANITY L_
0. FoUND 1/2 TO BE RE-USED. 0
x x 0 No CAP
6 CHAIN 0.1' ......................... )NOOD i.0'
............ 6 RE13AR
FENCE �x
UNK, 0.6! EAST
5 FIELD FENCE �4FIRST FLOOR PROPOSED FLOOR PLAN D F OOR PROPOSED FLOOR ILAN
4�
F D I le IRON 0.4! 49.7 +_ I
P E, No CAP -0 SCALE:,V4" = V-0" -0
LOT 10 Q?S C L -0
LOT 12 STAIRS BELOW SHOWN
@ STAIR LANDING: DASHED
LOT 14
NOTES: GENERAL NOTES: 2 x 8 LEDGERS DRAWING TITLE:
THIS IS A BOUNDARY SURVEY. 2x8W/ LUS28 SITE PLAN,
2 x 8 LEDGERS
NO BUILDING RESTRICTION LINES AS PER DIMENSIONS ARE CLEAR,TO FINISH FACE 2-2 x 12 W/ E EXISTING,
PLAT. DIMENSIONS UNLESS INDICATED HU212 SLOPED 2 x 8 W/ LUS28
OTHERWISE. HANGERS ON P.T. HANGERS TYP. DEMO, RENO
NORTH ARROW PROTRACTED FROM PLAT.
PLUMBING FIXTURES TO BE SELECTED 4 x 4 WD. POST
0 10 20 40 100 C
ANGLES AS PER FIELD SURVEY: BY OWNER. FIXTURES SHALL 2-2 x 8 W/ LUS28
& FRAMING
CONFORM TO ATLANTIC BEACH 2 x 12 STRINGERS-04 HANGERS 3-0"CLEAR FRC M GWB FI',IISH FACE C:
A 89059'09" a) i
SCALE: 1 20' ORDINANCE SECTION 6-61 -WATER HU212 SLOPE (CLOSET FLOOR) @ WEST WALL TO GWB FINISH FACE E
B 89057'16" HANGERS @ TRUSS PLAN
CONSERVATION REGULATIONS FOR
MAXIMUM FLOW RATE. NEW 20" DEEP WOOD 0 SCALE AS SHOWN
WATER CLOSET 2 GALLONS PER FLUSH. KICKER PLATE TRUSS- Q)
MATCHING EXISTING z ISSUE
SHOWER HEAD 2.5 GPM 00 0
LAVATORY FAUCET 2 GPM 0 -0- NO. DATE:
SINK FAUCET 2.5 GPM 0 1 PERMITTING 01-19-16
Q)
ALSO SEE COVER SHEET EXISTING 20" DP.
FOR ADDITIONAL TRUSSES @ 2' 0.C.
STRUCTURAL NOTES
2-2 x 12s @ T.O.STAIR
W/MTL. HAN4�- T�O
CARRIAGE v;
2x8s @ 16"O.C. CHECKED MAM
W LUS28 HANGERS
TYP. DRAWN
E MAM
0
............ u DATE ISSUED 01-19-16
NEW PLYWD. v;
C I
SHEATHING SUBFLOOR 0
PROJECT No. 2015-324-326
AT REMOVED
DUMBWAITER/NEW DRAWING NO.
LANDING
c A-0
@�E D I �R I�RO�PO�IED�FRA�MI�NG�PLA�N
SC
_O�00
AL
...........I .......... ........................ ....''I'll...................... GENERAL ELECTRICAL NOTES & SPECIFICATIONS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT ADOPTED NATIONAL ELECTRIC
CODE (NEC) AND LOCAL CODES APPLICABLE TO THIS TYPE OF INSTALLATION.
2. ALL WIRING SHALL BE THIN SOLID COPPER. CONDUIT SHALL BE ELECTRICAL METALLIC Mary Ann Myler,Architect
T[1 EE 2003 Woodmere Circle
STING WINDOWS NEW 3'Wx4'-4"H SINGLE HUNG TUBING (EMT), RIGID STEEL (�'MINIMUM), OR MC CABLE WHERE ALLOWED BY CODE. WHERE Jacksonville, FL 32210
-------------- EIFIL- EILL EIEI[:] WINDOW-MATCH EXISTING MC CABLE IS USED, PROPER SECUREMENT AND SUPPORT AT INTERVALS NOT EXCEEDING 6 FEET
REMOVE EXISTING WINDOW. SHALL BE FOLLOWED PER NEC ART. 330. (904)553-7526
PATCH AND SEAL OPENING TO 711-IL ET171 landma@bellsouth.net
MATCH EXISTING MATERIALS USED ------------—TTT'==
(OSB SHEATHING,TYVEK, 3. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH PHASE CONDUCTORS, UNLESS OTHERWISE AIR 0017019
SHINGLES) EXISTING WINDOWS IDENTIFIED IN THIS PLAN.
P7— I I I I I A 4. ALL CONDUCTORS SHALL BE #12 AWC UNLESS NOTED OTHERWISE IN THIS DRAWING OR
II__+_ I T.O.SUBFLOOR I V
VT'I 'I PANELS SCHEDULE.
EXISTING SHINGLES @ 2nd FLR. 1111 _4�ri III I
LEVEL 5. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS
NOTED OTHERWISE. ALL OTHER BRANCH CIRCUITS SHALL INCLUDE A GREEN GROUND WIRE
0
I SIZED AS SHOWN IN THIS DRAWING. CN
u
El 7T-77-1
EUE] 6. EQUIPMENT AND LIGHTING SHALL NOT EXCEED THE POWER REQUIREMENTS SPECIFIED IN THE
EQUIPMENT AND LIGHTING SCHEDULE.
T.O. CONCRETE
JT7. LIGHT SWITCHES SHALL BE 48"A.F.F. UNLESS NOTED OTHERWISE. OUTLET RECEPTACLES
E] T.O. WOOD DECK/DRIVEWAY
SHALL BE MOUNTED 18"A.F.F. UNLESS NOTED OTHERWISE. SWITCHES AND RECEPTACLES MAY <
2" BELOW GARAGE CONC.
I SLAB FLOOR. BE FIELD LOCATED TO ACCOMMODATE SERVICE TO DEDICATED EQUIPMENT AS LONG AS IT IS
A MINIMUM OF 18"A.F.F.
T.O.1 sf FLR. SLAB 0'-O'k 8. LOCATIONS OF RECEPTACLES FOR PLUG-IN EQUIPMENT AND FEED FOR DIRECT-CONNECT
EQUIPMENT ARE APPROXIMATE AND SHALL BE APPROVED BY OWNER PRIOR TO FINAL
INSTALLATION.
9. EXTERIOR A/C MAINTENANCE RECEPTACLES SHALL BE INSSTALLED USING RIGID NEMA 3R 7)
RATED CONDUIT ANND RECEPTACLE BOX.
ri__�NORTH ELEVATION _�EA
2 ST ELEVATION 10. NO MORE THAN (3) CURRENT CARRYING CONDUCTORS PER HOMERUN ARE ALLOWED.
�,�-2 SCALE:,V4" I-,�-2 SCALE:,V4" 1'-0"
11. A LICENSED ELECTRICAL CONTRACTOR SHALL BE PRESENT AT ALL TIMES.
SEAL
12. LIGHTING FIXTURES, FANS &SWITCHES BY WILL BE SELECTED, PURCHASED AND INSTALLED BY 0
NEW 41 OFF-RIDGE VENT, SEMCO OWNER.
CI
WEATHERVENT OR EQUAL. INSTALL 21
ABOVE EXIST.TRUSSES, PER 0
............... 13.SWITCH AND OUTLET COVERS SHALL BE WHITE.
MANUFACTURER'S INSTRUCTIONS.
AT'
ABOV
MANL
EIE JE
0
LLID, LIE11-1 NEW 3'Wx4'-4"'H SINGLE HUNG L) >1
1_11_11= NEW 3'Wx3'H SINGLE HUNG WINDOW-MATCH EXISTING
NEW 3'Wx4'-4"H SINGLE HUNG-------_---. EE11-1 WINDOW
(VINYL DUAL GLAZED LoE >
EDE= Q)
ARGON FILL WITH GRIDS, LLT7
TYPICAL) WINDOWS- MATCH
EXISTING WINDOW CETI <
MANUFACTURER,SIZES, HEAD 0
HEIGHTS AND EXTERIOR EXISTING WINDOWS >
CASINGS, TYPICAL. FLASH PER u (1)
T.O.SUBFLOOR 0
MANUFACTURER
V) <
INSTRUCTIONS TO PROVIDE <
_j
AIR AND WATERTIGHT BARRIER 11 1A I I <
AT EACH WINDOW/DOOR _j
0- u
PENETRATION,TYPICAL.
"0 -40 <
4 N
CEILING LEGEND uj
4 4 C?
4 4
ITT] > 1 0 C%4
—EXISTING DOWNSPOUT LIHLI z
2 CN V)
T.O. CONCRETE 0 <
Q)
CEILING MOUNTED SURFACE LIGHT FIXTURE M a) _j
F—
EXISTING GARAGE DOOR,' T'0* WOOD DECK/DRIVEWAY C: <
2" BELOW GARAGE CONC. 0
ADJUSTABLE TRACK LIGHT FIXTURE E
—.-----EXISTING HARDIBOARD LAP SLAB FLOOR.
SIDING >
PENDANT LIGHT FIXTURE
0
T.O.I sf FLR. SLAB 0'-0"
WALL MOUNTED LIGHT FIXTURE
PUCK SHELF LIGHT FIXTURE -a
(_3_-�SOUTH ELEVATION
A-2 )SCALE:,V4" F-0" CEILING FAN LIGHT FIXTURE >
DRAWING TM_E:
-------4i x EXTERIOR
G E
'D ELEVATIONS.,
8'A.F.F. CEILING MOUNTED EXHAUST FAN,NUTONE WITH 4!'
(I Y ATT/UVERS
DUCT OR EQUAL.VERIFY DUCT WILL FIT BETWEEN
WALL TOP PLATE&BOTTOM OF ROOF SHEATHING REFLECTED
QUEEN UNDER WALL CABINET LIGHT FIXTURE CEILING
TO I ST FLOOR BED E
CLG.LIGHT FIXT. Z) PLAN
u
DUPLEX OUTLET RECEPTACLE MOUNTED 1 9'ABOVE SCALE: 1/4" 1'-0"
FINISH FLOOR TO BOTTOM OF PLATE UNLESS NOTED
OTHERWISE ISSUE
T7WITCH @ TOP LANDING GFC1 GROUND FAULT CIRCUIT INTERRUPTER NO. DATE:
0 WID WATERPROOF 1 PERMITTING 01-19-16
F- 7 N. 22"x3O"ATTIC HATCH (XX") A.F.F. MOUNTING HEIGHT ABOVE FINISH FLOOR 0
C:
-HATCH R-42 OR EQUAL
EXISTING 100 AMP SWITCH
$
ELECTRICAL PANEL
DATA WALL OUTLET MOUNTED 18"ABOVE FINISH
FLOOR UNLESS NOTED OTHERWISE CHECKED MAM
E DRAWN MAM
0
TELEPHONE WALL OUTLET MOUNTED 18"ABOVE u DATE ISSUED 01-19-1
FINISH FLOOR UNLESS NOTED OTHERWISE 0
PROJECTNO. 2015-324-326
0
COUNT R ISH7 C
SHER GFCI DRAWING NO.
a]
u
COMBINATION TELEPHONE/DATA WALL OUTLET a)
c
9 2 MOUNTED 18"ABOVE FINISH FLOOR UNLESS NOTED
6"DUCT TO EXISTING
V/ H EXTERIOR SOFFIT A- I
2 11 N Li., b" PLAN
/`�IFIIRST FLOOR LIGHTING, SWITCHING AND OUTLET PLAN COND FLOOR LIGH1 WITCHING AND GUILET
1\1�_�ISCALE:X" = 1'-0" '\�L�ISCALE:X" = V-0"
GENERAL NOTE:
CONTRACTOR SHALL REVIEWAND COMPLY WITH FBC, ENERGY CONSERVATION, SECTION 402.4
REQUIREMENTS FOR BUILDING THERMAL ENVELOPE SEALING AND FENESTRATION AIR LEAKAGE MAXIMUMS.
NEW 4' LONG OFF-RIDGE VENT
FLASH PER VENT/ROOFING Mary Ann Myler,Architect
MANUFACTURER INSTRUCTIONS. 2003 Woodmere Circle
......... Jacksonville, FIL 32210
(904)553-7526
12 landma@bellsouth.net
3 AIR 0017019
EXISTING ASPHALT SHINGLE ROOFING,
UNDERLAYMENT AND SHEATHING
NEW MIN. R-38 BATT INSULATION.SEA
ALL SEAMS IN TOP PLATE AND PROVIDE
PERIMETER GUIDE/SLOT TO KEEP
INSULATION FROM BLOCKING S
jj
VENTILATION OPENINGS.
EXISTING GUTTER
EXISTING PERFORATED VINYL
CONTINUOUS SOFFIT/VENT
V)
0
EXISTING PRE-ENGINEERED WOO
TRUSSES @ 2'-0"O.C.
U-
NOTES:
0 <
EXISTING (2) 2X4 TOP PLATE 0
0!� 0
U- REFER TO FBC, ENERGY
NEWJ'GWB CEILING. TAPE AND SEAL 0 CONSERVATION TABLE R402.4.1.1 "AIR
0
ALL SEAMS AND PENETRATIONS. BARRIER & INSULATION INSTALLATION" EXISTING SECOND FLOOR
0 AREA OF WORK
EXISTING 2X4 WOOD STUDS @ 16"O.C. NEW WOOD CROWN MOULD, BASE 0
u
(2X6s @ EAST&WEST WALLS) MOULD AND CASINGS TO BE SELECTED
0 BY OWNER
EXISTING SHINGLES ON TYVEK ON�'OSB
C:
SHEATHING 0
0 u
NEW�'GWB @ WALLS C6 .C_
0 V;
NEW MIN. R-13 BATT INSULATION @
EXTERIOR WALLS
NEW BAMBOO FLOORING ON EXISTING (D
PLYWOOD SUBFLOOR, INSTALLED PER uj
MANUFACTURER. SEAL
0
Q:f C:
0
NEW MINIMUM R-1 3 BATT INSULATION INSTALLED TO� 0
j 00
MAINTAIN PERMANENT CONTACT WITH HE UNDERSI U-
70 .2
THE SUBFLOOR DECKING PER FBC, ENERGY
CONSERVATION R402.2.7.SEAL ALL SEAMS IN
SU BFLOORINCLU DING PERIMETER.
NEW CONTINUOUS TYVEK WEATHER BARRIER, 0
CONTINUOUS @ BOTTOM OF TRUSSES E
E
0
u >1
:F T.O.LANDING TO T.O. FIN.FLR.
11i UP
>
0
V) u_
u <
Q) __j = (y)
RE WAL CL u (y)
0 *._0 C%4
RESISTANT GWB EA.SIDE OF2x4 WD.STUDS LAID FLA F @ RE-USE EXISTING HANDDRAILS WOOD TOP CAP '0 <
16"O.C. SEAL ALL SEAMS. WITH NEW HORIZONTAL ST.STL.TENSIONED METAL CN Lu (y)
NEW STAIR ENCLOSU L P DIRTION-J'MOISTU R OPEN SIDE OF STAIRS TO HAVE HANDRAIL 34-38"H.
CABLE RAILING,SPACED SUCH THAT A 4"SPHERE
GWB CAN NOT PASS THROUGH CLEAR SPACE BETWEEN 7t:
EACH SIDE. SEAL ALL SEAMS, TE�MIINATIONS, CABLES.2"SQUARE ST.STL. POST @ TOP &BOTTOM > 0 u
2X4 WD.STUDS @ 16"OC. WITH MOISTURE RESISTAN GWB
T7
PEN ETRATIONS.
OF EACH LANDING PLUS I INTERMEDIATE RAIL AT
MIDPOINT OF LONGER STAIR RUN.
2 V)
DOUBLE 2 x TOP PLATE @ STAIR: /CARRIAGE..———............................... a <
fx
0
0
j
U- E
EXISTING FIRST Ica V)
D D >
V) cz
FLOOR
U- 0 0
LO
CR C�
C�
0 U
V) <
Lu
0
<
ED
0 Cl?
DRAWING TITLE:
(D
E
WALL
(20) WD.2x TREADS @ I I" SECTION
(19) WD. 1x RISERS @ 7.47"EACH I]'-10" C:
EX TING WOOD DECK SURROUNDING T.O.CONC. @ 1 ST FLOOR TO T.O. FINISH FLOOR @ 2ND FLOOR I]'-10".
EXI TING BUILDING CONTRACTOR SHALL VERIFY.
(2) WD.2xl 2 STRINGERS C)
-0 SCALE AS SHOWN
ISSUE
NO. DATET
1 PERMITTING 01-19-16
r
CHECKED MAM
E DRAWN MAM
0
u DATE ISSUED 01-19-16
PROJECT No. 2015-324-326
.5 DRAWING NO.
(D
�IWALL SECTION
A-2 JSCALE: 3/4" V-0"
0 A-2