WS-09-778_Plans 12 ENERAL NOTES STRUCTURAL NOTES z n m m m
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THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF SAMABI GROUP, INC. AND MAY NOT BE USED OR REPRODUCED IN ANY MANNER WITHOUT EXPRESSED 1. THE DESIGN OF BUILDINGS AND STRUCTURES OF REINFORCED UNIT MASONRY SHALL BE BY A REGISTERED PROFESSIONAL ENGINEER OF REGISTERED ARCHITECT TO COMPLY W/ SCO PE _
SECTION 2122.1 OF THE F.B.C. (2004 EDITION); THE PROVISIONS OF ACI 530 -02 / ASCE 5 -02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AND THE COMMENTARY ON ® � __ N N Z
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES; ACI 31802 AND ASCE 7 -02. CODE IN EFFECT FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2004 EDITION O� :D � �' �'
W RITTEN CONSENT.
IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE GENERAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS RCED MASONRY STRUCTURES TO COMPLY W/ SECTION O Q O O U O
rQUIRED TO COMPLETE ALL BUILDING SYSTEMS AND PROVIDE ALL NECESSARY APPURTENANCES FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER WITH QUALITY 2. THE REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OF RECORD SHALL FURNISH INSPECTION OF ALL. REINFO U m E N
RAFTMANSHIP WITHOUT INCREASING THE CONTRACT SUM OR CONTRACT COMPLETION DATE.
2122.4 of THE F.B.C. (2004 EDITION) AND ALL LOCAL RULES AND REGULATIONS. WORK CONSISTS OF ENCLOSURE OF EXISTING 438 SQUARE FEET COVERED TERRACE INTO PROPOSED LLJ ~ N o
000 PSF AND SHALL BEAR ON FIRM FAMILY ROOM AS PER CHAPTERS 5 Ft 6 OF THE FLORIDA EXISTING BUILDING CODE 2004 EDITION
ALL WORK DESCRIBED BY THESE DOCUMENTS MUST BE PERFORMED BY CONSTRUCTION PROFESSIONALS LICENCED 8: INSURED IN THE STATE OF FLORIDA (F.B.C. REQUIREMENT). 3. VISUAL INSPECTION OF SITE INDICATED THAT SOIL IS A MIXTURE OF SAND AND ROCK. FOOTINGS ARE DESIGNED FORASOIL BEARING VALUE OF 2,
L WORK SHALL BE PERFORMED IN ACCORDANCE W/ THE NATIONAL ELECTRIC CODE AND F.B.C.
COMPACTED SOILS CAPABLE OF SUPPORTING THIS LOAD. IF CONDITIONS ARE FOUND TO BE OTHERWISE, CONTRACTOR TO NOTIFY ENGINEER AND OWNER BEFORE PROCEEDING WITH
WORK. THE REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OF RECORD SHALL FURNISH A LETTER TO THE BUILDING OFFICIAL AFTER THE GROUND HAS BEEN BROKEN '� O
H W
E GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING THE WORK. IF THERE ANY DISCREPANCIES BETWEEN THESE SHALL NOTIFY THE ARCHITECT /ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED.
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PRIOR TO COMMENCING THE WORK, FOR CLARIFICATION. N u
INGS AND FIELD CONDITIONS, THE CONTRACTOR 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 -99 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3, PSI FOR BEAMS AND COLUMNS BUILDING AREA:
DO NOT SCALE THE DRAWINGS. REFER TO FIGURED DIMENSIONS. UNLESS OTHERWISE NOTED. FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 347(LATEST EDITION). TRANSPORTING, PLACING, CURING, AND DEPOSITING OF CONCRETE Q
SHALL COMPLY W/ ACI 301 -99. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE.
T O U
HE CONTRACTOR IS TO ACQUIRE ALL REQUIRED PERMITS FOR THE DEMOLITION, CONSTRUCTION, FINISHING, AND OCCUPANCY OF THE PROJECT. ALL WORK SHALL BE PERFORMED U
5. CHECK ALL DRAWINGS FOR EMBEDED ITEMS SUCH AS FLOOR, SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. CONCRETE COVER FOR REINFORCING SLAB EXIST. COVERED ENTRY 30 SF
ACCORDANCE WITH THE F.B.C., LATEST EDITION.
SHALL BE AS FOLLOWS: EXIST GARAGE 309 SF
ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR SHALL BE IN A NEAT AND WORKMAN -LIKE MANNER IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL FOOTINGS: 3 -INCH BOTTOM AND SIDES AND 2 -INCH TOP EXIST. LIVING AREA 1,425 SF STANLEY FARDIN, P.E.
OVERNING AGENCIES HAVING JURISDICTION. WALLS: 2 -INCH OUTSIDE FACE AND 1 i INCH INSIDE FACE PROP. TERRACE ENCLOSURE (FAMILY ROOM) 438 SF
SLABS:: 3 4 -INCH MIN. TOP AND BOTTOM FLORIDA P.E. # 58023
THE GENERAL CONTRACTOR IS TO PROVIDE, LOCATE AND BUILD INTO THE WORK ALL SUPPLEMENTARY MATERIALS (INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, COLUMNS: 1'-INCH TO TIES
A NGERS, SLAB DEPRESSIONS, PITCHES, ETC.) AS REQUIRED TO PROPERLY INSTALL, SUPPORT, BRACE, AND SHORE ALL BUILDING COMPONENTS WITHIN THE SCOPE OF THE PROJECT.
TOTAL AREA 2,2,02 SF
. THE GENERAL CONTRACTOR SHALL REPAIR ALL DAMAGES TO ANY EXISTING FACILITIES DURING CONSTRUCTION RESULTING FROM SUCH LACK OF CARE AND DUE DILIGENCE AND MAY 6. VAPOR BARRIER BENEATH SLAB TO BE 6 -MIL VISQUEEN. tr 21-0
iOT CLAIM MONETARY DAMAGES OR TIME DELAYS AGAINST THE CONTRACT SUM OR CONTRACT COMPLETION DATE. 7. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE
p. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF ALL TRADES TO INSURE THAT THE PROJECT IS COMPLETED BY THE CONTRACT COMPLETION DATE. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315 LATEST EDITION).
�. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EQUIPMENT TO BE REMOVED /RELOCATED, IF ANY. REMOVALS SHALL BE 8. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP- SPLICED 36 BARS DIA. OR V -6" MINIMUM
WHICHEVER IS GREATER (EXCEPT AS NOTED OTHERWISE ON DRAWINGS). ALL BARS AT END POINTS OF FOOTINGS, BEAMS QR CONTINUOUS HORIZONTAL ELEMENTS SHALL BE CONTINUED
TO FAR SIDE INTERSECTING ELEMENTS. FLOOD LEGEND
ORDINATED WITH THE OWNER. THE COST OF SUCH SHALL BE INCLUDED IN THE BID.
2. THE GENERAL CONTRACTOR SHALL PROVIDE AN ONSITE DUMPSTER IN A LOCATION COORDINATED WITH THE OWNER FOR THE DISPOSAL OF REMOVED MATERIAL /CONSTRUCTION 9. THE DESIGN OF BUILDINGS AND STRUCTURES OF REINFORCED UNIT MASONRY SHALL BE BY A REGISTERED PROFESSIONAL ENGINEER OF REGISTERED ARCHITECT TO COMPLY W/ Additions, Remodeling, Repairs &Combination SEAL
' THE DUMPSTER SHALL BE EMPTIED AT APPROPRIATE INTERVALS TO PREVENT OVERFLOW AND UNSIGHTLY CONDITIONS.
SECTION 2122.1 OF THE F.B.C. (2004 EDITION); THE PROVISIONS OF ACI 530 -02 /ASCE 5 -02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AND THE COMMENTARY ON ' DRAWN
�
i 3. IT IS THE INTENT OF SAMABI GROUP, INC. THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES; ACI 318 -02 AND ASCE 7 -02. FOLIO: 11- 2136 -001 -0570 ADDRESS: 318 NW 111 Terrace, Miami FL 33168
PF CONSTRUCTION AND OCCUPANCY. THE G.C. SHALL NOTIFY THE ARCHITECT /ENGINEER OF RECORD IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED BETWEEN THE LOT
!RAWINGS AND THESE REQUIREMENTS. ANY DISCREPANCIES WILL BE RESOLVED BY ARCHITECT /ENGINEER OF RECORD IN A TIMELY MANNER. � UNIT:
10: THE REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OF RECORD SHALL FURNISH INSPECTION OF AL ?: REINFORCED MASONRY STRUCTURES TO COMPLY W/ 9 BLOCK BLDG 3 REVISIONS:
SECTION 2122.4 OF THE F.B.C. (2004 EDITION) AND ALL LOCAL RULES AND REGULATIONS.
SUBDIVISION: New Miami Shores Estates PLAT BOOK: 57 PAGE: 80
I I 4. THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT /ENGINEER WITH RED -LINE AS -BUILT DRAWINGS FOR ALL FIELD CHANGES /ADDITIONS TO BE INCLUDED IN THE WORK.
11. INSTALL 8 "x8" CONCRETE SILL W/ 2- #5 AT ALL WINDOWS.
COST OF CON STRUCTIO -SCOPE OF WORK
I 5. SAMABI GROUP, INC. IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES, PRECAUTIONS, OR PROGRAMS RELATED TO THIS PROJECTS
iONSTRUCTION. 12. CONTRACTOR SHALL VERIFY ELEVATIONS, SIZES, DIMENSIONS, ETC. WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO I NTERIOR RENOVATION -COST OF WORK (MUST INCLUDE ITEMIZED LIST): $
THE ENGINEER OF RECORD FOR CLARIFICATION.
6. ALL WORK IS TO BE PLUM, LINE, SQUARE, AND ADEQUATELY SUPPORTED. FILL ALL VOIDS BETWEEN COMPONENTS. ALL ITEMS THAT DO NOT MEET SATISFACTION AS TO GOOD ADDITION COST OF WORK- S T. X (3 (3 C 5 S.F Q.FT. X T. STORAGE, SOFT. LIVING SPACE AGE, GARAGE, TERRACE $ ):$ 1 5,330
438 SOFT. OF CONS
T.
PRACTICES AND QUALITY CRAFTMANSHIP WILL BE REDONE AT THE G.C.'S EXPENSE.
L7. THE GENERAL CONTRACTOR IS TO MAINTAIN A SAFE SITE, CLEAR OF DEBRIS AT ALL TIMES. ELECTRICAL NOTES
Lowest Floor ev.(inc TOTAL COST OF WORK $ 15 ,330
L8. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO GUARANTEE THEIR WORK FOR A MINIMUM PERIOD OF ONE YEAR IN WRITING SUBMITTED WITH THE BID.
ELECTRICAL DESIGN IS DIAGRAMMATIC ONLY. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEV. FOR EXACT LOCATION OF ALL EQUIPMENT AND VERIFY W/ basement/sun areas ) Garage/ Storage Floor Adjacent Grade Elevation
Elevation (next to the all or the structure
9. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE OWNER. EXISTING 12.29' 11.88' 11.48'
WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. IT IS THE G.C.'S RESPONSIBILITY TO FORESEE ADDITIONAL CONDITIONS PRIOR TO COMMENCING THE WORK AND NOTIFY IN
NRITING THE ARCHITECT/ ENGINEER OF RECORD IMMEDIATELY. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE W/ THE N.E.C. (2002 EDITION) AND SHALL COMPLY W/ THE F.B.C. (2004 EDITION) AND ALL LOCAL RULES AND REGULATIONS. PROPOSED 12.29 FT. NGVD N/A FT. NGVD 11.48' FT. NGVD
D. ALL ASSEMBLIES REFERRED TO AS FIRE -RATED SHALL BE A MINIMUM OF ONE HOUR UNLESS OTHERWISE INDICATED. ALL PENETRATIONS THROUGH ANY RATED ASSEMBLY SHALL BE ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON
"ROVIDED W/ APPROVED PENETRATION RATED DEVICES. (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS.
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS
1. THE GENERAL CONTRACTOR SHALL PROVIDE CUSTOM AND MULTI -COLOR PAINT SELECTIONS FOR OWNER'S APPROVAL. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM
THE DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR,
'2. THE GENERAL CONTRACTOR SHALL COORDINATE THE SELECTION OF ALL HARDWARE, LIGHTING 8: BATHROOM FIXTURES, APPLIANCES AND EQUIPMENT AND MISC. SPECIFICATIONS CONTRACTOR SHALL VERIFY THE CEILING FINISH AND SUSPENSION SYSTEM FOR THE SELECTION OF THE PROPER TRIM ANDSUPPORT ARRANGEMENTS OF THE FIXTURES. RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE M
BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT M
40T SPECIFICALLY CALLED OUT ON THE DRAWINGS WITH THE OWNER. J
THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP AGAINST DEFECT FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE AND ANY SUCH DEFECTS SHALL BE WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED I1,
r3. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR TRUSSES, STORM SHUTTERS, REINFORCING STEEL, WINDOWS, DOORS, CAST CONCRETE, ORNAMENTAL IRON, PROMPTLY CORRECTED BY HIM WITHOUT CHARGE TO THE OWNER. SUBSTANTIALLY IMPROVED OR DAMAGE AND THE FLOOR ELEVATION IS NOT IN COMPLI ANCE,
TEEL CONNECTORS, ORNAMENTAL WOOD, ETC. TO THE ARCHITECT /ENGINEER FOR REVIEW PRIOR TO COMMENCING THE WORK. THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI -DADE N Lij
CONTRACTOR SHALL NOT EXCEED OVERCURRENT PROTECTION OF ANY CIRCUIT. COUNTY CODE. CC
CONNECT NEW CIRCUITS C -27 AND C -29 TO EXISTING 150 AMPS PANEL @ GARAGE. 0' - 0" = 0' -0" NGVD
LIJ
( 'TERMITE PROTECTION NOTES N UJ
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT
O NEW CONSTRUCTION. ELECTRICAL RISER DIAGRAM KEY NOTES:
T (D (3)- # 1/0 THWN IN 1 -Y 2 _" COND. LEGAL DESCRIPTION:
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
XCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. Qz (3)- # 1/0 THWN w t -YZ" COND.
4 x`' Q (3)- # 1/0 THWN & (1)- #6 G IN 1 - Y2" CETID. LOT 9, BLOCK 3, OF NEW MIAMI SHORES S ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN U
F SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED W'f A CHEMICAL SOIL _
�- l (DAD GROUND IN �,",c. TO CWP & 2': PLAT BOOK NO. 51 AT PAGE NO. 8C t)�= .;1`NE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
( TREATMENT, INCLUDING SPACES BOXED OR FORMED. : " ,° CU RoOS's APART & . TIED 7O FOUNDATION , ' EEL
I POLE MOUNTED
I IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING I I TRANSFORMER
TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL NOTE: EXISTING INSTALLATION TO REMAIN IN PLACE.
DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. L _ CONTRACTOR TO FIELD VERIFY AND MAKE NECESSARY
ADJUSTMENTS AS NEEDED.
__________ UJ
I F SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT , ,,
AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, =
__ __ ' WALL
DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTUBING TREATED SOIL. EXTERIOR INTER((
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE 1
REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
2 DISCONNECT ' CLOAEDR NW 11 TERR.
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 PANEL - - - - - - - - - -
O - -
OOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING 15oA c' -
NITIAL LANDSCAPING AND IRRIGATION /SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY R ETREATED. M O
ETER LO
'TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE ,000 AIC 1 /24 C O U.
10
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE D EEMED AS APPROVED WITH RESPECT TO PRE- CONSTRUCTION SOIL TREATMENT FOR PROTECTION 10,000 IC 1zo z+OV ;m
O
i AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONT CONTROL COMPANY THAT CONTAINS THE a ®
o O V
FOLLOWING STATEMENT: 10' PARKWAY
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN M
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
® T--- W
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
GRADE :. r . ,1-,
` 5`CONC; �WK, '
_
( ' ( PENETRATION. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE - CONTAINING MATERIALS AND SHALL - L �75 00'
RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. wP -- - - - - -- ® 0
_ i ® 0 Z
U RG LARY /SECURITY NOTES -a° (MIN) i V_ DRIVEWAY
J pp
N EXIST. ASPHALT N i 0 M
1. ALL LOCKS ON EXTERIOR DOORS AND DOORS CONNECTING GARAGE AREAS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY MOVABLE DIRECTION AND IN
ELECTRICAL RISER DIAGRAM
tCCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN 3601.2 (F.B.C.)
' ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATE FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE SCALE: N.T.S. 9.90 15.25'
EAD BOLT MIN. 1 INCH THROW) WITH HARDENED BOLT INSERTS. I
3 THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS 0 17,
^'
( HALL HAVE MULTIPLE POINT LOCKS WITH 5/8 INCH MINIMUM THROW BOLTS WITH INSERTS. Load Center PANEL "C" 150 M.L.O. 20.30'
4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR, AT THE JAMB, HEAD, SILL OR AT 1p,,3w,1zo /24ov Demand 12.1 H'
I ttJ 3? 1 $ p
FETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO Demand No Demand Trip- Con - Wire Ciro. C1rc. Wire Con- Trip- No. Demand Demand o
Status Description Description Status ° o
CREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. V.A. V.A Pole dull sze No. No. S¢e durt Fble V A V.A. $ I EXIST. ONE STORY
1,200 20 1/2 12 'E' Lights and Receptacles A -1 A -2 Lights and Receptacles "E" 12 1/2 20 1,200
i5. JAMBS SHALL BE PROVIDED WITH APPROVED REINFORCED STRIKES INSTALLED WITH SCREWS AT LEAST 3" IN LENGTH AND PENETRATING SUB -BUCKS AT LEAST 1"
E' Lights and Receptacles A -3 A -4 Lights and Receptacles "E' CBS RESIDENCE
6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. "E' Lights and Receptacles A -5 A 6 AHU 1 "E' 6 1 50 9,500
12,000 50 1 6 "E' Oven /Range A -7 A -8 N F. F. E. 1 2.29 '
7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWING(ING) DOORS SHALL BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE A -9 A-10 Cond. Unit - 1 "E' 10 1/2 30 4,500
I NTEGRITY OF LOCKS AND LATCHES. 2,000 20 1/2 10 E Utility outlet @ Garage A -11 A -12 38.05' o
1.
1 8. SINGLE, SWINGING EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE NOT LESS THAN 1 -3/8 INCHES THICK.
A - -1-
-13 A -14 Bectnc Water Heater I.E. 10 1/2 3D 4,000
I
1,200 20 1/2 12 P. Lights and Receptacles A -15 A -16 /
9. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1 1,500 20 1/2 12 "E' Refrigerator A -17 A -18 Dryer (Laundry) "E' 10 112 40 5 ,000 I
0. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 INCHES OF INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH 1,200 20 v2 12 "E' Lights and Receptacles A -19 A-
I- 26.10'
AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD 297.1. 15 E' Lights and Receptacles A 21 A -22 Washer (Laundry) E' 12 1/2 20 1,500 ( PROP. FAMILY ROOM ,�; EXIST.
1,500 2D 1/2 12 "E' small Appliances A-23 A -24 Lights and Receptacles "E' 12 112 20 1,200
1. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO F.F.E. 12.29' - T ANK NK
SEPTIC I
" "E' Small Appliances A -25 A -26 Lights and Receptacles "E' I T I
�OMPLY WITH THE ARCHITECTURAL ALUMINUM MFGS. ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3.
1,200 20 1/2 12 NEW Lights and Receptacles A-27 A -28 Spare
2. LOCKS IN EXTERIOR WINDOWS SHALL COMPLY WITH SECTION 3104 (F.B.C.) 1 20
,0 2D 1/2 12 NEW AHU-2 A -29 A -30 Spare 15.00' I
IP) `
;W
I3. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS.
EXIST.
f J AN 2000
EXIST c,
) O.H. /` DRAINFIELD /-
ELECTRIC PANEL "C" ELECT WIRE / I v _
'I � By
MISCELLANEOUS NO TES Li ) :
Receptacles 1,764 S.F.) 5,292 V.A.
(, g hits and P tacles Exist. c 3 V.A. /S.F.
Small Appliances 2 Circuits @ 1,500 V.A. 3,000 V.A. w _ _ _ _ _ _
1. ALL STRUCTURAL COMPONENTS OF THIS BUILDING (ROOF, SHELTERING WALLS, BEAMS AND CLADDING) ARE DESIGNED TO COMPLY W/ ASCE Refriigerator 1,500 V.A.
OF CHAPTER 1 6 OF THE FLORIDA BUILDING 7 -02 AND REQUIREMENTS IN CODE (2004 EDITION). Oven /Range „ 12,000 V.A.
Dryer 5,000 V.A. EXIST.
2. PROVIDE APPROVED SHUTTERS FOR ALL DOORS, WINDOWS AND GARAGE OPENINGS WHICH DO NOT HAVE A MIAMI -DADE COUNTY PRODUCT E>,BjIH 4,000 V.A. POWER POLE
APPROVAL NUMBER. Washer (Laundry) 1,500 V.A.
I 3. TIE BEAM TO BE 8 "X12 CONC. BEAM W/ 4 #5 (TYP) EXCEPT WHERE NOTED OTHERWISE. TIE BEAM OPENINGS SHALL BEAR MIN. 8" ON THE Utility Outlet 2,000 V.A. �mMJ 75.00'
( MASONRY WALL AT EACH END OVER THESE OPENINGS.
Lights and Receptacles New (3 V.A. /S.F.) (438 S.F.) 1,314 V.A.
35,606 V.A.
i 4. ALL GLASS WITHIN 12" OF LOCKING MECHANISM SHALL BE SAFETY GLASS. EXIST.
1O ALLEY
1st 10,000 V.A. @ 100% 10,000 V.A. WATER METER
5. ALL MATERIALS & EQUIPMENT WILL BE INSTALLED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS. Next 25,606 V.A. @ 40% 10,242 V.A.
6. FOR OUTSIDE WINDOWS OR DOORS OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, AirCond. - 1 (Exist.) 9,500 V.A.
i SPECIAL KNOWLEDGE OR EFFORT. CLEAR OPENING SHALL NOT BE LESS THAN 20" IN WIDTH AND 24" IN HEIGHT, 5.7 SQ. FT. IN AREA TO _ Air Cond. -2 (New) 1,200 V.A.
COMPLY WITH SECTION 1025.4 OF THE FBC (2004 EDITION). THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVED THE Total Load = 30,942 V.A.
'FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR.
(30,942 V.A.) / (240 V.) = 128.9 Amps 5
Overload Protection @ 115% S ITE PLAN
(1.15) * (128.9) 148.3 Amps
SCALE: 1/8" = V -0 ° � JANUARY 21, 2008
Exist. 150 Amps Service is adequate. Connect New Circuits to Exist. Service.
dnotl✓ U
DOOR SCHEDULE: WALL LEGEND ELECT. LEGEND u m m �,
NOTE 1: ' N N ..
# SIZE THICK. MATERIAL TYPE PRESSURE (PSF) PRODUCT CONTROL NO. MNFR NOTES CAST -IN -PLACE LINTEL W/ 2 #5. INSTALL 3 "x2 "x Y STEEL ANGLE ® � o
- N N -t z
-- INCANDESCENT LIGHT EA. SIDE OVER DOOR AND EXTEND 16" INTO CONC. TIE BEAM. o 2 o o o
1 3'-9'x6'-8" 1-314' STEEL SWING 44.2 / +40.6 02 1211.12 JELD WEN NEW 8" C.M.U. WALL EXIST. C.M.U. WALL TO REMAIN SEE DETAIL (DOOR LINTEL /TIE BEAM) ON SHEET 3. U
4 -- RECESSED LIGHT (H.H.) W E L
NOTE 2: REMOVE EXIST. WINDOW Et FILL OPENING
�_<; I NEW INT. PART. WALL 0 EXIST. INT. PART. WALL TO REMAIN SCONCES Q
-- W/ CMU. MATCH EXIST. FINISH INSIDE Et OUTSIDE.
1 - CATEGORY II GLAZING (TEMPERED GLASS) IN ALL SWINGING, FIXED AND SLIDING DOORS. $ - - SWITCHES NOTE 3: INSTALL 80 CFM EXHAUST FAN IN EXIST. BATHROOM W/ 4" 0 DUCT
EXIST. OPENING TO BE FILLED "E' EXIST. TO REMAIN N u
3 $ -- 3 -WAY SWITCHES THRU ROOF to -
FAN SHALL BE "BROAN QTRE 080FLT" OR APPROVED EQUAL. ' r AWN O
0 $ -- DIMMER INSTALL AS PER MANUFACTURER'S INSTRUCTIONS.
U
0 WINDOW SCHEDULE -- CEILING FAN /LIGHT NOTE 4: CONNECT NEW CIRCUITS C -27 Et C -29 TO SPARE C EXIST. 150 AMPS
# SIZE HEAD MNFR TYPE PRESSURE (PSF) PRODUCT CONTROL NO. / 0/ -- EXHAUST FAN PANEL IN GARAGE. INSTALL #12 WIRE IN %" CONDUIT WITH 20 -A STANLEY FARDIN, P.E.
BREAKER C EACH CIRCUIT FLORIDA P.E. # 58023
A 3'- 1 "x4' -2" 6' -2" PGT SH -45.44 / +41.90 06- 0706.04 sD - - SMOKE DETECTOR
B 3'- 1 "x4' -2" 6' -2" PGT SH -45.44 / +41.90 06- 0706.04 C EQUIPMENT SCHEDULE
C 3'- 1 "x4' -2" 6' -2" 1 PGT ISH -45.44 / +41.90 06- 0706.04 UNIT- -- 110 VOLT OUTLET
D 3'- 1 "x4' -2" 6' -2" PGT SH -45.44 / +41.90 06- 0706.04
MANUFACTU "L OR EQUIVALENT ® -- 220 VOLT OUTLET
MODEL S090HE
CONTROL NO. 07- 0711.04. TYPE MINI SPLIT DUCTLESS DISCONNECT - -
L SHUTTERS AS REQUIRED: NU -VUE (PRODUCT B�
INSTAL Q )
POWER 115V- 1ph -60 Hz EXISTING SEE SHEET 11 FOR GENERAL NOTES.
CAPACITY 330 CFM r "E" - - SEAL
FINISH SCHEDULE SEER 13 ; NO PLUMBING WORD ASSOCIATED WITH THIS PROJECT DRAWN BY:
ROOM FLOOR WALLS CEILING BASEBOARD TRIM COOLING CAPACITY 800 BTU /H
HEATING CAPAC 9,8 BTU /H REVISIONS:
FAMILY ROOM TILE 1/2" DRYWALL PAINT WHITE 1/2" DRYWALL PAINT WHITE WOOD WOOD MAX FUSE SI 20 A
MIN AMP ITY 9.5 A
LI UI INE EVAPORATION 114"
Q (EVAPORATION) y, Q
W&ION LINE 1/2" -
53' -1"
I
I
COV. ENTRY
-- z
PLANTER
R
LIVING PORCH _
M
J
LL.
Ld
1,
to
EXIST. CEMENT TILE ROOF I O
p BEDROOM N
I I' If
i W
EXIT. BUILT -UP ROOF LIVING ROOM Ln
(IN 5OOD CONDITION) I ® >
TO REMAIN
SEE NOTE 1.7
Exist. 4 "x10" Wood Beam I" 2 CLOS.
BATH - /C
A
+/' T 2" �I I +12.29'
B ^ x72" Conc. Tie Beam w/ 4 q5 Cont. TOP OF �,i - FIN. FLOOR
- -- -- -- -=- - ----------- -- - - - - -- i. L9
--- ---- -------- - -- -- ----------------- --
W
° PANTRY LINEN W
CLOS. I V
1 - 1 o
0 I
A.A.
EXISTING
E%ISTING -44.2 psf -45.4 psf 45.4 psf ' Z."TING Lj
+40.6 psf +41.9 psf +41.91 psf
I.
2" M.O. M.O. 38 "x8 -- , +0 _p O
I III I III I
O D x52" M.O. 38"x52". --- - - - - -- - ------------------------- - - - - -- - - -- - - - - - - - - - - o FI -R SEE NOTE 3. I��� �°' Ln
U .
' 4 " - GRADE UTIL. ROOM KITCHEN 0 O
SMOOTH STUCCO FINISH 'E' Q LLI
TO MATCH EXIST.
e DINING ROOM e, BEDROOM , ^
LIJ V)
�O �
V �/ M
- BATH 1 ® {� N LLI
REAR ELEVATION
� -- SEE NOTE 2.
O
SCALE: 1/4" = 1' -0" - - e O
z 3
-- --
C 27 C 27 / �Yi�.. JO 00
EXIST. 150 -A ` . - ... rn
ELECT. PANEL l Af4&-IJNIT
v ipt�v C-c -eD tL M
€ -(� f� 4('T
-56 HED - E g Le L 1
,
C -27
'000�/ I i
r D
_--- -- ----- - - - -
e , e ,
EXIST. CEMENT TILE ROOF GARAGE_
C-27 o
I �!
FAMILY ROOM
EXIST. BUILT -UP ROOF +12.29
(IN GOOD CONDITION) FIN. FLOOR
TO REMAIN
C 27
I _
II II -
+/- 7 2" Exist. 4 "x10" Wood Beam
TOP OF T.B. - - - - - -- -- ; .y r a.
8 "x12" Conc. Tie Beam w/ 4115 Cont. I 23'x" $" _ �� , .i ; �� i
J
- ------------------------- - - - - -- - - - - - -- - - -- ��
3 C -27 C -27
I JAN 2000 16
I
~ C D I 4.. C 27 00 BY : -� -� -- - -- - --
GFI,WP A B
O O Z I XISTING 0 O
I
EXIST. ELECT. 1
-45.4 psf I -45.4 psf METER 8: DISC.
I " " " "
+41.9 psf ' +41.9 psf 6 -0 7 , -11 3 , - 6 r
-5
+0' 0" M.O. M.0 38 "x52" M.O. 38 "x52 FIN. FLOOh
5 -0 4
- - - - -------------------- - - - - - -- -----------------
o f
GRADE SMOOTH STUCCO FINISH
TO MATCH EXIST.
2
LEFT ELEVATION
FLOOR PLAN F °.
v y�
SCALE: 1 /4" = 1' -0" �� _ � �� ��
. SCALE: 1 /4 - 1 -0 �
JANUARY 21, 2008
DESIGN CRITERIA m -I-�
s- �coA
JAM N f, cmmm :N
® q)
3 "x2 "XY" STEEL ANGLE OVER DOOR ROOF LOAD D >n U�
EXTEND 16" @ EACH END INTO DEAD LOAD 25 PSF O O O E o
CONC. TIE BEAM. 2
UQc�c��
LIVE LOAD 30 PSF W m � 0_ E N
55 PSF m U °
- - Ns
?:
CODE IN EFFECT. FLORIDA BUILDING CODE 2004 ..N m 0
4 —
.
m
$„ *T4 `,_) WIND LOAD (PER ASCE 7 -02) 146 MPH, CATEGORY. II, EXPOSURE. C � N �
k
I D P = 35.04 PSF (MAIN SPAN) �
W� AML
Op£ /NC P = 26.77 PSF (BOTTOM OVERHANG) v
U
e ' EXIST. 3 "x10" RAFTERS �. NEW 3 "x10' RAFTERS NEW 8"X12" CONIC. TIE BEAM
EXIST 3x10" RAFTERS NEW 3 "x10 RAFTERS (SEE DETAIL BELOW FOR LOCATION) NET UPLIFT P = 35.04 - 25 = 10 .04
EXIST. TWIST STRAP ANCHORED
TO REMAIN U = [(2 x 18/2 x 10.04)] + [(2 x 2) x (10.04 + 26.77)] = 327.96 LB.
STANLEY FARDIN, P.E.
TO EXIST. PE BEAM AND RAFTER DOOR � I N T E � /TIE BEAM DETAIL
TO REMAIN 8- 16d NAILS ®RAFTER USP RT -2D W/
8 - FLORIDA P.E. # 58023
EXIST. WOOD TRIM
LOAD CALCULATIONS
EXIST. 8 "x12" CONIC. TIE BEAM & 4- X16" x 2- TAPCONS EXIST. 8 "x12" CONC. TIE BEAM
2_
TO REMAIN INTO EXIST. CONIC. PE BEAM
TO REMAIN
3 X 1
(NOA: 01- 0912.05; 1,020# UPLIFT) JOISTS ® 12 O.C.
--��
M = (1/8) WL 12 = (1/8)(1.33)(55)(18)(12) = 35,551 IN--LB I-2- 03
EXIST. 8 CONIC. MASONRY WALL EXIST. 8" CONIC. MASONRY WALL J4" TYPE "x" G.W.B. 3
S = M / fb = 35,551 / 1 ,200 PSI = 29 .63 IN (REQUIRED)
TO REMAIN TO REMAIN wooD CASING 2 2 3
S = bd / 6 = (2.625)(9.5) / 6 = 39.48 IN (PROVIDED)
2 X 4 RABITTED JAMB SINCE 39.48 IN IS GREATER THAN 29.63 IN THE USE
3 3
EXIST. RAFTER NEW RAFTER
I I W /(2) #10 FINISH NAIL SEAL
' I I I II' @ 1 STUD MIN. 1" EMBED OF 3 "x1 O" RAFTERS IS OK FOR COVER AT FAMILY ROOM.
I
4 DRAWN BY:
II I 2X4 PT WOOD DALL = L / 360 = (18)(12) 360 = 0.60 IN (ALLOWABLE DEFLEXION)
RAFTER SUPPORT Et ANCHORAGE @ EXIST. WALL .� ;; BLOCKING 4 REVISIONS: -
- WOOD CASING DAcT = (5/384)WL / El 4
SCALE 3/4 „ - 1 - — = (5)(1 .33)(55)(18)(1 ,728) / (384)(1.6E6)(187.55) = 0.57 IN (ACTUAL DEFLEXION)
METAL STUD FRAMING c� �`^'1 -�
�-
® 16” O.C.
1<t" TYPE "X" G.W.B.
WHERE EXIST. RAFTERS ARE 0 24 O.C. I NTERIOR DOOR JAMB COLUMN S C H E D U L E
®NEW RAFTERS INSTALL / INSTALL ADDITIONAL NEW 3 "x10" RAFTERS
(1) USP RT -20 / CENTERED BTWN EXIST. RAFTERS (12 ")
W/8 -16d NAILS 0 JOIST AS SHOWN
AND 8- 16d NAILS 0 WOOD BEAM / WOOD TRIM MARK SIZE REINF. NOTES
(NOA. 01- 0912.05 UPLIFT / / / / 1X4 P.T. WD FURRING Sc 8 "x8" CONC. COL. 2— #5 DRILL & EPDXY GROUT 6" MIN. INTO CONC. FTG.
EXIST. 3 "x1D" RAFTERS 5 / 8" G.W.B. STRIPS AROUND OPENING
IN
0 24 ° O.C.TO REMAIN & 6" LONG DOWELS INTO EXIST. WALL @ 24" O.C.
(1) #5 REBAR IN FILLED WOOD DOOR FRAME W /(2)
CELL ON BOTH SIDES #10 PHILLIPS FLAT HEAD
OF OPENING (TYP.) SCREW SPACING PER MFGR.
/ EXIST. HURRICANE CLIP SOL PR A PPROVAL.
DCO E C 1 8 CONIC. . COL 3 STEEL EXIT
0 EACH RAFTER TO REMAIN "� x8 " " x3 °� S. 3 STEEL COL. TO REMAIN IN PLACE op
WOOD DOOR
r
(1) NU VUE NVTH 2
W /8- 10d NAILS INTO WOOD BEAM AND
1 EMBEDDED 4" INTO CONIC. TIE BEAM i J
NOA: 04 0510.03' 1117 UPUFT V-
( # )
INSTALL STRAPS AT SAME SPACING AS RAFTERS P.T. 2 x a WD. eucK ATTACHED
W & . 4" CORROSION
E E
// W
24'• � ( N EXIST.) TO COL W 1 RESISTANT APPROVED CONC.
EXIST. 4 "x10" W000 BEAM
SCREW ANCHORS W /MIN 1 -1/4
EMBEDMENT. 6" FROM TOP AND
BOTT. SPACING ®18" C/C W O
TO REMAIN
8" C.M.U. (FILL CELL
SEALANT REQUIRED FOR N
NEW 3 "x10" RAFTER / %!:r. ADJACENT TO JAMBS) EXTERIOR APPLICATIONS af
NEW 8 "x12' CONC. TIE BEAM TYP. `Z
SEE SHEET 1 FOR STRUCTURAL MOTES.
SMOOTH CORNER BEAD (TYP.) W
STUCCO FINISH. - N 0- P f ^
EXIST. 3 "x10" RAFTER V
P 1 • ° -
EXTERIOR DOOR JAMB L B I N G WORK ASSOCIATED C I A TE D DUI TH THIS P �� 0 J E C T. 0
J
RAFTERS Et NEW TIE BEAM DETAIL V J
SCALE: 1/2" = 1' -0"
TINTED GLASS ALUM. FRAME uj
SEALANT
MARBLE SILL
EXISTING BUILT -UP ASPHALT ROOF TOP OF WINDOW SILL �..�
(IN GOOD CONDITION) TO REMAIN RAKE & CAULK
CONIC. SILL
3 ° x10" RAFTERS (SEE RAFTER DETAILS THIS PAGE)
1" X 4" P.T. W _
FURRING STRIPS - - `, /�
R -19 INSULATION AROUND OPENING ® ®° (2) #5 REBAR x I C TI V
� „ +12.29' ' ,t �
TYPE "X" rh W
/ FIN�R FLOO O
G.W.B. '' fig" SMOOTH
STUCCO FINISH O
I O in
1 8" C.M.U. ® • , u
Y" DRYWALL CLG ON 1x3 uj .do
TOP - OF --T.B. -- ( +, -7 - ' -2 M
-------- - - - - -- ----- - -- ) ...................................... FURRING STRIPS @ 16" O.C. � w
ADJUST AS NECESSARY TO • WINDOW JAMB
MAINTAIN EXIST ROOF SLOPE Y" PT FIRE STOP
REMOVE EXIST. WINDOW & FILL c , r
• EXIST. 4"x10" WOOD BEAM OPENING W/ 8 CMU WALL
SMOOTH STUCCO TO REMAIN �'l c O
Z
FINISH 0 7
ri 111 o z
8 "x12' CONIC. TIE BEAM 00
W/ 4 #5 CONT. & 2- 36" BARS BENT @ p - NEW 8 "x12" ; SC °'
0
CORNERS. PROVIDE 4 #3 TIES @ 12" O.C. _� a CONIC. TIE BEAM _ LL_ M
J �n 8" CMU WALL
AT CORNERS AND 48' O.C. ELSEWHERE (TYP)
I 68W�U •C��4°x�' *4=- d�@N6- �,tAB
Y" DRYWALL ON 1"x2" PT
8" CONC. MASONRY FURRING @ 16" O.C. AND I c
BLOCK WALL R -5 INSULATION
-1 60 V_ 'c
ad
SECONDARY CONIC. POUR ON TOP OF EXIST,
SLAB W/ 6x6 #10 WWM TO MATCH F.F.E. OF
DRILL & EPDXY GROUT EXIST. STRUCTURE.
LL
# TRUSS TYPE HORIZ. J 1 — #5 REINF. INTO ";
EXIST. I ® C -1 ao
REINF. EVERY 2ND COURSE 0 - CONC. FOOTING AS SHOWN +1� ' 0
cn I FIN. FLOOR I
I I
N I
I
co I
" #5 REINF. IN FILLED CELLS ul
l @ LOCATION SHOWN ON
PLAN EXISTING
FOOTING I
#5 VERTICAL REINF. IN FILL EXIST. 10 "x16" CONC.
CELL 0 EA. SIDE OF OPENINGS FOOTING TO REMAIN i If i y1 I iJ
AS SHOWN (TYP)
FILL CELL DETAIL I �� y � 2008
I�
SECONDARY CONC. POUR
(W/ 6x6 #10 WWM) ON TOP OF EXIST ___ __ s
SLAB TO MATCH FINISH FLOOR ------------ - - - - -- --------------- - - - - -- ------------------ - - - - -- T - --
ELEVATION OF EXIST. STRUCTURE . ® ® ® o,
• --- ----------- - - - - --
FINISHED GRADE �Y°
5C 4„ C-1 (T CMU WALL
MISCELLANEOUS DETAIL C -1
( T YP)
TOP OF SLAB ( +O' -O ") SCALE: N.T.S.
.: 1•.
24 -0
CONSTRUCT 4'x3'x4" CONC. SLAB
W/ 6x6 #10 WWM ON WELL
----- - - - - --
- -J COMPACTED FILL (TYP)
EXIST. 10"x16" CONC. FOOTING
&
3
4" CONIC. SLAB TO REMAIN FOUNDATION PLAN 1s ,
SCALE: 1/4" = 11' -0"
WALL SECTION DETAIL
SCALE: 3/4 = 1' -0" JANUARY 21, 2008
<: v In tLo
comm
�(10?J`J
WOOD TRIM ....
(1� ON
—I _N
1X4 P.T. WD FURRING STRIPS AROUND OPENING
G.W.B.
(1) #5 REBAR IN FILLED WOOD DOOR FRAME W /(2) ALUM. FRAME O O
Ys" TIN 0 Q
Ln
CELL ON BOTH SIDES #10 PHILLIPS FLAT HEAD TYPE "X" G.W.B. TINTED GLASS O _
OF OPENING (TYP.) SCREW SPACING PER MFGR. SEALANT NEW 8'X12" co N
PRODUCT APPROVAL. WOOD CASING MARBLE SILL U GONG`. TIE BEAM (Y7 Q
SOLID CORE TOP OF WINDOW SILL J 1.0 _ 41
III WOOD DOOR
2 X 4 RABITTED JAMB _, .... ... _
:,:.. .. / {2) #10 FINISH NAIL , ;,, RAKE & CAULK
yy - '
0 1 >. _ _ _�
' I i. I f I'I INTO CONIC. SILL
STUD C/C MIN. 1" EMBED o I r ,
1., X 4" P.T. IN
0
.'. FURRING STRIPS - '` .
N
T xx
2X4 PT WOOD AROUND OPENING
P.T. 2 X 4 WD. BUCK ATTACHED a . ': - .,,.. q) TO COL
,1_... ,t BLOCKING a ® (2) #5 REBAR
.•-« .. W /1/4" CORROSION ......
RESISTANT APPROVED CONIC. WOOD CASING , O
SCREW ANCHORS W /MIN 1 -1/4" ,
EMBEDMENT. 6" FROM TOP AND
BOTT. SPACING @ 18" C/C METAL STUD FRAMING 3'e" TYPE "X" -
8 C.M.U. (FILL CELL SEALANT REQUIRED FOR ® 16" O.C. G.W.B. S,�" SMOOTH
>5 -
ADJACENT TO JAMBS) EXTERIOR APPLICATIONS " TYPE "X" G.W.B. STUCCO FINISH
TYP. w D.RIL1_ & EPDXY GROUT STANLEY FARDIN, P.E.
%" SMOOTH CORNER BEAD (TYP.) u�
a" c.M.u. 1 — #5 REINF. INTO EXIST. FLORIDA P.E. # 58023
STUCCO FINISH. ° - . -CONC. FOOTING AS SHOWN
EXTERIOR DOOR JAMB INTERIOR DOOR JAMB WINDOW JAMIE (2- 2 -` - ° �
N
MISCELLANEOUS DETAIL
x EXISTING
FOOTING _
SCALE: N.T.S.
SEAL
EXIST. 3 "x10" RAFTERS FI'L'L CELL DETAIL : - DRAWN BY:
TO REMAIN
REVISIONS:
EXIST. HURRICANE CLIP
@ EACH SIDE OF RAFTER
TO REMAIN C S
(1) NU -VUE NVTH -24 MARK SIZE REINF. NOTES
�\ W /8- 10d NAILS INTO WOOD BEAM AND sc 8 "x8" CONC. COL. 2— #5 DRILL & EPDXY GROUT 6" MIN. INTO CONC. FTG. —_
v EMBEDDED 4" INTO CONC. TIE BEAM 8c 6" LONG DOWELS INTO EXIST. WALL Q 24" O.C.
(NOA: 04- 0510.03; 1,117# UPLIFT)
�b c � 8 "x8" CONC. COL. 3 "x3" STEEL EXIST. 3 "x3" STEEL COL. TO REMAIN IN PLACE
EXIST. 4 "x10" WOOD BEAM
TO REMAIN
00
NEW 8 "x12" CONC. TIE BEAM `o
V_
' M
J
LL
SEE SHEET 1 FOR STRUCTURAL NOTES. vi
ui
NO PLU B NG WORK ASSOCIATED WITH THIS PROJECT
Ln
uj
a f to
0
EXISTING BUILT -UP ASPHALT ROOF z
(IN GOOD CONDITION) TO REMAIN V
- EXISTING 3 "x10" RAFTERS TO REMAIN
R -19 INSULATION V)
LLJ
U Ln
Y" DRYWALL CLG ON 1x3 EXISTING �--
TOP OF T.B +1- 7' -2 "� FURRING STRIPS @ 16" O.C.
*JUST AS NECESSARY TO
MAINTAIN EXIST ROOF SLOPE j4 PT FIRE STOP +12.29' I-,
O
FIN. FLOOR Ln
• Ei IST. 4 "x10" WOOD BEAM
U. v
SMOOTH STUCCO TO REMAIN o LLJ
FINISH U
8 "x12" CONC. TIE BEAM � j� W
W/ 4 #5 CONT. & 2- 36" BARS BENT @
� • P
CORNERS. PROVIDE 4 #3 TIES @ 12" O.C. N
AT CORNERS AND 48 O.C. ELSEWHERE
REMOVE EXIST. WINDOW & FILL r
OPENING W/ 8" CMU WALL O r
%" DRYWALL ON 1"x2" PT
8" CONC. MASONRY FURRING @ 16" O.C. AND Z 3
BLOCK WALL R -5 INSULATION 0 Z
J
I
S
C
O O M co
8" CMU WALL
I
(TYP)
CONSTRUCT 2'- 4 "x3'x4" CONC. SLAB
ON WELL COMPACTED FILL (TYP)
#9 TRUSS TYPE HORIZ.
REINF. EVERY 2ND COURSE
I
I
I
I
I
I
I
SECONDARY CONC. POUR ON TO OF EXIST. SLAB
TO MATCH F.F.E. OF EXIST. STRUCTURE.
#5 REINF. IN FILLED CELLS
@ LOCATION SHOWN ON +12.29' I ® C 1 eo �?
PLAN FIN. FLOOR I O
I
I
I
I
SECONDARY CONC. POUR
(W/ 6x6 #10 WWM) ON TOP OF EXIST
I
I
SLAB TO MATCH FINISH FLOOR
I
FINISHED GRADE — ELEVATION OF EXIST. STRUCTURE
I
I
I
#5 VERTICAL REINF. IN FILL EXIST. 10 "x16" CONIC.
CELL 0 EA. SIDE OF OPENINGS FOOTING TO REMAIN I
TOP OF SLAB ( + - 0 ' — O) AS SHOWN (TYP)
,.
CO - - - - -J
'I
4"r
I
SC
O C- C -
C -1
- T
O 8" CMU WALL O
L - - - -- - - - --
(TYP)
EXIST. 10"x16" CONC. FOOTING 8 6 -10 8 7 3 8 7 -3 8
& 4' CONC. SLAB TO REMAIN
24'-0"
CONSTRUCT 4'x3'x4" CONC. SLAB
ON WELL COMPACTED FILL (TYP)
WALL SECTION DETAIL FOUNDATION PLAN -
SCALE: 3/4" = 1' -0" SCALE: 1/4" = 1' -0"
DECEMBER 14 2007
U
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CITY
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APPROVED LATE
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ELECTRICAL
4 M C9
PLUMBING DE ;"% i
MECHANICAL
BLDG. 1 11 dg
SUBJECT TO CORhI'LIA vVITH ALL FEDERAL .
STATE AND COUNTY RULE's AND REGULATIONS'