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510 NE 95 St (3)NE.. 74TH ST. 1 50 ' .n I`15 o N .. 14 .. 13 .. 14 •• 15 1 • WORK BEII\ CH � o u NEW LAUNDRY TOOL ROOM ROOM EXISTING BEDROOM I I I I I I NEW PANEL "C' _ _ _ J L r. ,� NEW EXISTIN V BATH OM DOOR EXISTING FLORIDA ROOM '-� r 1 1' 1-:'1 1 1 1 1 o - 0 NE.. 74TH ST. 1 50 ' .n I`15 o N .. 14 .. 13 .. 14 •• 15 1 N o in ,5L•EIZ l / 0/ e GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 9. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 11. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 12. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 13. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 14. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 15. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 16. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY I HE ARCHITECT, THE CONTRACTOR AND THE OWNER. 17. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1-72. AND CS-72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES ,4 REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH VANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. AREA OF NEW WORK 1 4 ELEV. 5.7' NG D 1 '_ 4 „ ALLEY ELEV. 5.28' NGVD ELEV. 5.99' NGVD 66' ELEV. 5.88' NG D EXIST. 1 STORY CBS. RESIDENCE #510 1ST FLOOR ELEV. +6.75 SIDEWALK N.E. 95TH ST. E P SCALE: 1 " =20' NGVD E j, 12'_0 EXISTING z - WATER METER 0 EXIST. BRICK PAVERS IN SAND TO BE REPAIR (2 CAR) 20' -0 "X20' -6" EXISTING METER EXIST. SEPTIC TANK & DRAINFIELD EV. 5.9' NGVD 100.00 f{? NEW ASPHALT DRIVEWAY ELEV. 5.82' NGVD ANO H w Q 1 SST E NE. 95TH ST. OC SCALE: 1 /4" 13 055 SCALE: 1 /4" _ 1 5 - 0" LEGAL DESCRIIFT ON LOTS 10 AND 11, BLOCK 55 MIAMI SHORES SECTION No. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA EVA EVAT ON ON NEW WOOD TRUSS ROOF EXIST. COLUMNS TO REMAIN NEW FLAT TILE ROOF A11 -4 -02 EXISTING WIINDOWS & DOORS TO REMAIN ON r r NEW WOOD TRUSS ROOF EXISTING WIINDOWS TO REMAIN NEW FLAT TILE ROOF SCOPE OF WORK 1) NEW ELECTRICAL PANEL & WIRING 2) NEW ROOF TRUSSES & TILE ROOF 4a' -a" Of / SCALE: 1 /4 "= 1 ' O / SOU EL SCALE: 1 / 4 3 5 - 1 0 " EXISTING WALL TO REMAIN 11 EX \G F OCR P EVA VA O '1 \11 4 -02 83 -25 -03 SCALE: 1/4 "_1 _0" EXISTING DOOR TO REMAIN N W ROOF OVE XI ST. A/C WALL NIT TO BE [UmOvr-O AN REVISIONS PERMIT SUBMSSION 10 -15 -02 PERMIT REVISION A11 -4 -02 PERMIT REVISION 83 -25 -03 ASBUILT 4 -11 -03 SHEET A-1 OF 1 SHEETS II BY DRAWN M.M. CHECKED M.A.C. DATE 7 -22 -02 SCALE AS SHOWN JOB NO. 02 HIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) , f , 0 (NEGATIVE) -4e.e -34.e _ 0 (NEGATIVE) -642_4 -56_e - 0 (NEGATIVE) - -64.e _ OVERI4ANG5 (NEGATIvE-) - -64.e _ EXISTING 4" CONC. SLAB ON COMPACTED FILL RF 6X6 # 10/10 GALV. MESH 0 (CORNER NEGATIVE) _ - -5'11 ® 4 0 (POSITIVE) - - +41.1 EXIST. WALLS (TYP.) \ EXIST. WALL TO REMAIN \ FIG. TYP. \ ..,_ \ HIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) 0 (NEGATIVE) -4e.e -34.e _ 0 (NEGATIVE) -642_4 -56_e - 0 (NEGATIVE) - -64.e _ OVERI4ANG5 (NEGATIvE-) - -64.e _ 0 (FIELD NEGATIVE) 0 (CORNER NEGATIVE) _ - -5'11 ® 4 0 (POSITIVE) - - +41.1 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318-95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI © 28 days All structural concrete 3000 PSI © 28 days Cement shall be portland type 1 conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C-33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A-615 grade 60 ASTM A-305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2-#5 5'-0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318-83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.1. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3'-0" to 8'-0" marked on foundation plan TC-1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30". SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slob for- plumbing, tub wt, electrical, mechanical shall be coordinated with related plans. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. ROOF ZONFS S-2 NEW 8"X12" TIE BEAM WITH (4) #5 ••■c4- ••—• ROOF TRUSS PLAN AND DESIGN APPROVED "AS TO LAYOUT AND DESIGN INTENT" BY ENGINEER. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION \11-4—O2 NEW 4"X2" W/5/8 0 THRU BOL7s @ 24" O.C. STAGGER A\11-4-02 I • A4-11-03 <zel 13'- RIDGE rr OOF F SCALE :1/2" 40'-0" 1 EXIST. TIE BEAM (TYP.) WOOD TRUSSES 2'-0" �C. SUBMIT SHOP DRAWINGS FOR PERMIT 9 0 " N A 24'-8" NG P 4 NY) 1114, 3 S-2 If *n al SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984-5974 sshofie@bellsouth.net REVISIONS PERMIT SUBMISSION 10-15-02 PERMIT REVISION A11-4-02 ASBUILT 4-11-03 DRAWN M.M. HECKED M.A.C. DATE 2-8-02 SCALE AS SHOWN JOB NO. 02 SHEET OF SHEETS 111111111111 98- 1016.02 SIMPSON MTSM16 (OR EQUIV.) EXISTING 8 "X12" CONCRETE BEAM 1/2" 0 BOLTS NEW. 2 "X6" 24" O.C. ATTACHED TO WALL W /TA °16 DADE NOA 98- 1016.02 SIMPSON MTSM16 (OR EQUIV.) 1"X4" P.T. FIRE STOP R -19 INSULATION 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. EXISTING 4" CONC. SLAB A11-4-02 REVISIONS PERMIT SUBMISSION 10 -15 -02 PERMIT REVISION A11-4-02 PERMIT REVISION A3 -25 -03 ASB U I TL 4 -11 -03 DRAWN M.M. CHECKED M.A.C. DATE 2 -8 -02 SCALE AS SHOWN JOB NO. 02 SHEET II FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. WOOD FASCIA NAILED 4" 0.C. 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" 0.C. SCREENED VENT PER SFBC SOFFIT TO MATCH EXIST. 3TUGGO ON METAL LATH ON 30# TIN TAGGED CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12" 0.0. AT INTERMEDIATE SUPPORT 2 "X NAILER 1"X4" P.T. FIRE STOP A11 -4 -02 L S C SCALE :3/4" = 1 '-0" 2 "X8" RAFTER @ 24" 0.C. N A11 -4 -02 ATTACH RAFTER TO CONC. BEAM W /SIMPSON MTSM16 FLAT TILE ROOF RAFTER SEAT 2 "X4" BRACING TRUSS @ 24" 0.0. AS PER MGF. SPECS. ATTACH W /MTL CLIP OR ANGLE R -19 INSULATION 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIAT SUPPORT (STAPLES NOT ALLO EXISTING 8 "X12" CONCRETE BEAM 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. 2" BY P.T. TO MATC PAINTED WOOD FAS(IA NAILED 4' 0.0 SCREENED VENT PER FBC EXIST. COLUMN TO REMAIN 4 "X12" WOOD MEMBER W /(2) 5/8" 0.0. THRU BOLTS @ EA. COLUMN 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. 2" BY P.T. TO MATCH PAINTED WOOD FASCIA NAILED 4' 0.0 SCREENED VENT PER FBC 3/16 CUT TOP OF EXIST. STEEL COLUMN. SLEEVE NEW STEEL EXTENSION TO NEW HEIGHT PRESSURE TREATED 1X6 AROUND EXIST. COLUMNS SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie @bellsouth.net NEW. 2 "X6" © 24" 0.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 SIMPSON MTSM16 R -19 INSULATION (OR EQUIV.) FIRE STOP 1"X4" P.T. 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. EXISTING 4" CONC. SLAB A11 -4 -02 SLOPE OF ROOF 3 1/2 AND 12 A11 -4 -02 FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) A11 -4 -02 N A3 -25- 03 SLOPE OF ROOF 3 1/2 AND 12 EXISTING 10 "X16" FOOTER CONT. EXISTING 10 "X16" FOOTER CONT. 2 1/2 12 \ S - 2 SCALE :3/4" = 1 ' -0" SEC A3 -25 -03 SAC SCALE :3/4"= 1 '-0" N 1 ,_ 4 „ NEW ROOF TRUSSES @ 24" 0.C. MANUFACTURER SUBMIT SHOP DRAWINGS 6" TOP CORD A11 -4 -02 XISTING 8 "X12" CONCRETE BEAM EXISTING 8" CONCRETE WALL EXISTING 10 "X16" FOOTER CONT. NEW ROOF TRUSSES @ 24" 0.C. MANUFACTURER SUBMIT SHOP DRAWINGS 2 "X6" TOP CORD A11 -4 -02 EXISTING 8 "X12" CONCRETE BEAM EXISTING 8" CONCRETE WALL EXISTING 10 "X16" FOOTER CONT. OF 2 SHEETS H. �1 e '2 - 1 *A (' off. 30 t 5u ArI( "'? 1\1 01 4 xALV. nPtp__;, u 9,)(e:0 FA$Cto E.0 Ps t N . 'rq }rs }G; aP)e �! f 7/4" < . 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MAXWELL Goi4 *uvi'I.N(; AtiGll` ega IAA* INT ;Nit sOcr, KAI $44t4..,'t: , ICU @,1� Cor1t'aa: t F.B. 89-04 DRAWINGS 587-002 F.B. 99 -04 286 -197 F.B. 464 -04 286 -198 References No. Date Revision Descri'tion 13 Date 8/10/93 Scale 1 " = 20' SKETCH OF aRVEY MIAMI SHORES SECTION NO. 2 DADE COUNTY FLORIDA FOR'1 LEAVY, SKILES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 180 Northeast 188th. Street / North Miami Beach, Florida. 33182 Dade 663-4493 / Brorrard 483— ?180 / Job. No. 930754 Dwg. No. 293 -219 r ■ ■ %/ /l2/ / / /z/zi, LEGEND - Prvpsrty i::n■ • Chain Link rent. food Power Pore Centerline e Building Lin. s Concrete • La Omit Pavement Overhead VIre'. - (Telephone h Electric) Fd. 1/2" pipe Block Corner 0 50.00' Set 1/2" pipe and cop L.B. 113653 Fd. 3/4" pipe 0.47' S.W. RESIDENCE Set drill hole ;n concrete mo Fence Cl. 0.14' 0 0 S MIAMI SHORES SECTION NO. 2 LOTS 10 AND 11, BLOCK 55, PI_,AT BOOK 10, PAGE 37 DADE COUNTY, FLORIDA GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. N.E. 96th. STREET Asphoit Parking..•; GRASS - 1 3.'15' z i '42.14! // "14.71 • se. 1 Story Residence and Garage 40.04' N 89'56'34' W 1 4I.12' 29.56' S 89'56'34" E . 5' Conc. Serk. 1 �s 9t3 �'x 0 0 0 N Fd. dri!I hole 0.15' N.E. - Set 1/2 pipe - -- O.li. #. Fd. iron pipe 0.14' E. RESIDENCE - Set 1/2" p;pe and cop LO. /3653 SURVEYOR'S NOTES: SURVEYOR'S CERT1FICATION: 13 14 James W. Leavy, I'; Professional Lan State Of Florid, i6 Fortin, Leavy, Sidles, Inc 16 LOCATION MAP N.T.S. N.S 74tb. 91RUT Bearings shown hereon are based on an assumed meridian. of S 89'56'34" E for northerly boundory of tots 10 and 11 -- Lands shown hereon were not abstracted for easements and /or rights -of- -way of records. - Lands shown hereon are located in Federal Flood Zone x per community panel n0.120652 - 0093-,g dated 1- -20 -93 Lands shown hereon containing 12,874 square feet, or 0.295 acres, more or less. - Underground improvements not shown unless otherwise indicated. Aerial improvements and roof overhang not located unless otherwise shown. and /or underground encroachments The approximate location of all utilities shown hereon were determined from as- -built plans and /or on -site locations and should be verified before construction. Legal description shown hereon furnished by client. "This survey 1'h'u been prepared for the exclusive use of the entity (or entitfes) named hereon. The certification hereon doe's not extend to any unnamed party." We hereby certify that the attached "Sketch of Survey" of the above described parcel of land is true and correct to the best of our knowledge and belief as surveyed on August 10, 1993, under our direction and complies with the minimum technical standards set forth by the State of Florida Board of Professional Land Surveyors in Chapter 211111 -6 Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. to Firin veyor No. 2094 • 4 k 1 it valkC11,nkQs Sg_at 4 s' •� r t T� ip X {7a /. //-* �)6./ / •? 'e/ ,%1 pf2 h : ri /; //er. / ' `3 /S b.: , 1;/ /) 6 ./X6 ,U,( // 4 /, /// ; ;( . c(),.& 0.)e/ ,5 // t) / l /li ` °°,:A, . // c, v/;-/e, +), !1 1 '--,- - - - <D P 1 °r , • - _VI L. L A ;; ; 6'4; />` ttrj : t i ), 6 ; Tx• c; C f)Ce.: ;tit 0 nyn_..�yn Li!: t <1' + J i # fi j'a'r • t 4 L T111111111[111, 1111111J WITT ITTWE T• • M' 1 / /is':. "4 Oat' / / L ' 4� ��l J/ � ��✓ � � 'a ' `l r Y,f - �•�, + ' � -"s I i J r }. err:, l'r/7 fi t �F P tl 4�/! /�J .;,fry!; -A /a o rv,-f t a . . „ WI 1 4 IS , , ... Jj 2 ;:r•?" 1 '21.1 . )'.. , VA:S. = . ' n- )C A: -" ..^ tr'.777,17 i; L. • L.', „' 4 . 4. ±,"; s ;-% k' FREM �R£ Sroxtv RtcM: gib 17' , • , t : 4. • :" . • pipe 5.; 0. 71 , .-!:$ t,1 " = • itgit'::-f?17, .4 1 • ;111-ff 1:.7:: ,4•:" " - . • ti",rsk. rrf. Jar ' !" - 1 7 - . „ 1 :7 5 '7 "c-; •--*; 12 Co 'Vorp. itv - . _ . . r , , • - • , - ' • 1 3 1 , 4 • • - • - - 7177: - .t ` ' • `.- .... " .' ' „,,.: ....-,..........,.. »,•-•••••••;,'4"-r„...-""77'7.'-',.' -",, • . ,,---- -•." -••■•"," ; rr ''''''. - , :.4-,, .;,,, '''.• ' # • V'''' . ''''''''' ( -7-'- '7 * . -'"'7.7. , "i , „',,. , ' , • 1 .. ,,' „‘ ! ; :, , --' : ` . ' . - , ;' "• .* ' :'',, , .,' , _ .;... - ' * :: ' .. ,, , ,,:''' •'. : :.,i; , ':t ; - .,,,: ;,:, " `: -' '''' ' - ,' - ., % '!' ,, ■ - „ ' ? ' ' ': '' ''''' • ' '- ' ' - ,,. :::'-', ,- ," - , ,,, • - ' i .„ I . `-. , ,* . -.; • ...,- t PRoPoSE b t?Er7oVE out> R00 PROVIDE Q R N) Ett) ROOF i IF L X• 1- ST f'. c R E5 I aN .c41, ' � 0 40 L 1 s A,t_LaY L EX, 1 —STY - gs, RE51 5!0 0 0 0 0 0 0 100.00' -- a PLOT PLAN ssus Planning Board Action Council Action iami Jhores'illage F L O R 1 O A PLANNING BOARD AGENDA OF C 1WT ///3 ITEM NO. .574 Name of Owner /Applicant »I' I4 WsoneW /T.$E74Phone NoLdi9t) f3 - 232•L Address of Property, and /or Legal Description .S /D n/.6: 0: Nature of Request AWAewe DA GA' /LD//l/h ,17./1// ' Dom Peeffr/i Present Zoning Area of of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Zoning Change //e) E'/sI7I2-E i ed0C Sy' Ie re /i.s 4$s / /t5p1s}GC1), /7 W6 e',",, / /Ow Doe B6/ /L€) /Alt; 40f=G /G /46 Ti9 /S M/4e %e' J.' 9I/ eveeepi Sp 0 .BWI4' J . 6EC £d5 C'O) Council Action Required ,VO Date of Applicant Notification p .1\ o e f xo) Director of Building and Zoning Planning & Zoning Board 5. Request for approval o Michael Diese 140 NE 93 Street After a discussion. Mr. Smith moved to approve the orchid house as submitted. Mr. Forney motion and It passed unanimously. 5 A. Appeal of Building Official's dental of permit. Diane Watson Fitser 510 NE 95 Street Mr. LuBlen stated that the repair to exceed the 50% value of the building. Mr. Fitser stated a�ot�e approxlmatelyeS79000ed and that he estimated the repair Mr. Smith stated that the structure was listed as the tax roll and that was not In compliance with of Miami Shores Code. Che er a dis n gss Offic n ial. Sml Mr. mLaubenthalp ruling seconded the motion the Build g and it passed unanimously. A motion for adjournment was made at 9:05 P.M. .Lim. ✓i.. 2 la Veronica A. Galli, Secretary - 2 - tans for orchid house. L ap August 26, 1993 the plans for seconded the the structure would a duplex on the Village MC I ure Chairman 1 I , C . .1Af �y f)! A_' • t< • r S J .* • 413. r• :r t,t ct. t 4 1 O«1' oa /tta �c.Ir. t }i V,) t uef4t?t /4' eve 4Yt,c.e -f ACU, 0 i } c t's /L t/ t.G E t0 ./1. * , 1 '• .. tLt!, 'c_ • K 1 1. 1325 A trr 0 • t'. r:c y.7.0 - TO •_ 0 s_t 1 "t: G13.'`' 1.1 ( " t,s To. 6 A-0_ • S i `.) t C.t.•r• trfs ` �Y�1t.'� a 1: t (',' .) {' 1 1. it 1' onif1.10 t6A/14 •30 . _ t10, 2 1 . ,t 2 . r 2`.' t :. • } :;'L o E::14.1g U C3 _ • ( � _ `-t.1 ' S F es . I r , Y. t C , . ' . . * t 0'0 - & '-# • r.> . PROJECT: SHAD SHAFIE P.E. STRUCTURAL ENGINEER 844 N.E. 98th Street - Miami Shores, Florida 33138 Phone: (305) 984-5974 - E -Mail: sshafie @bellsouth -net ;d3406 A D' 2 ta S .z G c- JD Z'' C- PL A N.S G� r to g- riVeni / You Aid ez A Aff "( " Jc 6. sa . COMP. BY: DATE: JOB NO: PAGE NO: Ai') CA 4,c vC icy 1 9s E OUc✓'� tNIA („Al nJ QG 6, j F -re.t E 7µ.us.5 F ( 7„i d -r.9 . C "- M A I! € L&VIL. 4- - _ (L cc dl SHAD SHAM, P.E. Structural Engineer 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net STRUCTURAL CALCULATIONS PEDROSO RESIDENCE 510 N.E. 95 STREET MIAMI SHORES, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92n Street Miami Shores, Florida October 9, 2002 These calculations, prepared by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E. Its use or publication shall be restricted for use solely with respect to the specific project noted above. These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. /0- FtPE SHAD SHAFIE, P.E. Page 1 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Pedroso Residence WIND LOADS (ASCE 7 -98) Building Dimensions Width = Lengh = MRH (ft.) = 10 Scope = 3.00 Bldg. Cat. II V(mph) = 150 Exposure = C UPLIFT AT TRUSSES (WORSE CASE) Maximum Span = Overhang = Roof Uplift = 20.5 40 * See page 2 for wind pressures Uplift Per Truss = (Uplift)(Span)(1 /2) = Mean Roof Height Roof Slope - Inches per Foot Wind Speed 20.5 ft. ft. 3 €A -37.7 psf - 424 1125- lbs. v•1L, Use Simpson MTSM16 with 7 -10d nails (or equivalent) - Allowable Load = 860 lbs (4(: (hoc, Pr ha TNC Ot) CA, AA/Jct. Nvr aGo (L, O.K SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: WIND LOADS (ASCE 7-98) Building Parameters: ASCE 7-98 Data: Nor. to ridge: 20.5 Par. to ridge: 40.0 Mean Rf. Ht.: 10.0 Hurricane Zone: Yes Slope (in/ft): 3.00 Slope (deg.): 14.0 Bldg. Category: V (mph): Exposure: GCpi ( +): GCpi ( -): G (normal to ridge)• Gh (per to edge)• Mean (q) (psf): 11 (Tbl. 1 -1, p. 4) 150 (Fig. 6-1, p. 34) C (Sec. 6.5.6, p. 28) 0.18 (Tbl. 6-7, p. 62) 0.18 1.00 0.94 0.88 44.9 Height 0-15 10.0 Kz 0.85 0.78 q (psf) 48.9 44.9 • C Walls: 1 C Roof: Windward: Leeward: Nor. to ridge Par. to ridge Sidewalls: Pedroso Residence U8 0.51 1. 95 C 0.80 -0,50 -0.31 -0.70 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Windward: Nor. to ridge Leeward: h/L 0.49 Neg. Pressure Pos. Pressure Par. to ridge 0.25 0-5 ft. 5-1011. 10-20 ft. >20ft. 0.49 Page 2 Cp (Fig. 6-3, p. 42) -0.55 0.00 -0.90 -0.90 -0.50 -0.30 -0.55 Wind Normal to Ridge: 1 Wind Parallel to Ridge: P ( +0.18) P ( -0.18) Windward Wall: Height G P ( +0.18) P ( -0.18) 44.8 Windward Wall: Height G 0 0-15 34.4 26.3 42.5 0-15 36.7 28.7 10.0 31.6 23.5 39.7 10.0 33.7 25.6 41.8 Leeward Wall: -19.8 -27.8 -11.7 Leeward Wall: -13.1 -21.1 -5.0 Windward Roof: Windward Roof: Neg. Pressure -21.7 -29.8 - 13.6 0-5 ft. -37.9 -46.0 -29.9 Pos. Pressure 0.0 -8.1 8.1 5.10 ft. -37.9 -46.0 -29 0.0 -8.1 8.1 10-20 ft. -21.1 -29.2 -13.0 0.0 -8.1 8.1 >20 ft. -12.6 -20.7 -4.6 Leeward Roof: -21.7 -29.8 -13.6 Side Walls: -27.7 -35.7 -19.6 Side Walls: -29.5 -37.6 _ -21.4 SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: WIND LOADS (ASCE 7-98) Building Parameters: ASCE 7-98 Data: Nor. to ridge: 20.5 Par. to ridge: 40.0 Mean Rf. Ht.: 10.0 Hurricane Zone: Yes Slope (in/ft): 3.00 Slope (deg.): 14.0 Bldg. Category: V (mph): Exposure: GCpi ( +): GCpi ( -): G (normal to ridge)• Gh (per to edge)• Mean (q) (psf): 11 (Tbl. 1 -1, p. 4) 150 (Fig. 6-1, p. 34) C (Sec. 6.5.6, p. 28) 0.18 (Tbl. 6-7, p. 62) 0.18 1.00 0.94 0.88 44.9 Height 0-15 10.0 Kz 0.85 0.78 q (psf) 48.9 44.9 • C Walls: 1 C Roof: Windward: Leeward: Nor. to ridge Par. to ridge Sidewalls: Pedroso Residence U8 0.51 1. 95 C 0.80 -0,50 -0.31 -0.70 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Windward: Nor. to ridge Leeward: h/L 0.49 Neg. Pressure Pos. Pressure Par. to ridge 0.25 0-5 ft. 5-1011. 10-20 ft. >20ft. 0.49 Page 2 Cp (Fig. 6-3, p. 42) -0.55 0.00 -0.90 -0.90 -0.50 -0.30 -0.55 Effective Wind Area (ft`): 10 20 50 Internal Pressure Coeff. Zone 1: GC -1.00 GC -0.95 GC -0.91 Zone 1: -53.0 GC 0,30 GC 0.26 GC 0.22 External Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure -133.8 GC 0.30 GC 0.26 GC 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC 36.8 GC 0.30 GC 0.26 GC 0.22 Zone 5: Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6 to 36.8 GC 1.00 GC 0.96 GC 0.87 Fig. 6 Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 Effective Wind Area (ft`): 10 - 20 50 Internal Pressure Coeff. P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -53.0 -36.8 -50.7 -34.6 -48.9 -32.8 Zone 2: -88.9 -72.7 -79.9 -63.8 -66.4 -50.3 Zone 3: -133.8 -117.6 -111.3 -95.2 -79.9 -63.8 Wall Pressure: Zone 4: -57.5 -41.3 -55.2 -39.1 -51.6 -35.5 36.8 53.0 35.0 51.2 31.0 _ _ 47.1 - Zone 5: -70.9 -54.8 -66.4 -50.3 -59.7 -43.5 36.8 53.0 35.0 51.2 31.0 47.1 WIND LOADS (ASCE 7-98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All Toads in PSF) Page 3 The LG12 and MGT provide lighter load alternatives for girder tiedowns. The HGT -4 is sized for 4 2x widths This series provides high uplift resistance for wood frame and concrete block construction. Can be installed on trusses and beam with top chord slopes from 3:12 to 8'.12. Available in 2 -ply, 3 ply and 4 -ply widths. MATERIAL: LGT -14 gauge; MGT -12 gauge; HGT -7 gauge. FINISH: Simpson gray paint girder or beam, INSTALLATION: • When the HGT -3 is used with a 2 -ply gi shimming is required. Fasten to act as one unit. • Attach to grouted concrete block. CODE: BOCA, ICBO, SBCCI NER 432. 118 MGT 3% — HGT -2 3 5 ,6 5 HGT -3 4 7% FIGT-4 6 9 Anchor Dia. Concrete Girder 22 -10d 8 -10d 8 -10d Spruce - Pine -Fir Allowable Loads (133/160) 3655 6485 9035 9685 13 9 /le LBW.' washers for wood or ?' dia. washers for concrete (washers not suppfiedi I 2 Model No. Model No. 0.C. Dim Between Anchors 0.C. Dim 'Between Anchors Block Fasteners Fasteners 16 -10d Masonry Application Girder Avg ult 28333 29833 29137 Avg utt LGT2 13;6 — 7 -' /4x2' /4 Titen 14 -16d sinker 5531 1, Attached members must be designed to resist applied loads. 2. Allowable loads in 8" wide tie -beam using Simpson Epoxy -Tie; with 2500 psi tie -beam = 6.710 Ibs (HGT -2) and 8,750 lbs (HGT -3); with 3000 psi tie -beam = 7,395 Ibs (14GT -2) and 9,650 Ibs (HGT -3). Load values have been reduced to reflect actual ac. spacing of HGT 3 Addi�onai e ' anchorage products to designed by others. anchor ' 4. Allowable loads have been increased 33% and 60% for earthquake or wind loading: no further increase allowed. 11 11u`3 e'a1 1 iyisrsrx , ios The MTSM and HTSM offer high strength truss to masonry connections. MATERIAL: MTSM -16 gauge; HTSM -14 gauge FINISH. Galvanized. Some products available in stainless steel and Z MAX; see Corrosion Resistance, page 5. INSTALLATION' • Use all specified fasteners. See General Notes. • Attach to grouted concrete block. L MTSM16 16 20 HTSM16 16 HTSM20 20 Truss 7.10d 7.10d 8.10d 10 -10d Fasteners' Concrete Block 4- x,x2y Titen 4- y Titen 4-yx2ya Tden 4 -) x2y.Titen Avg Utt 1Od (133/160) 1000 1000 1260 1260 10dx1y" (133) (160) 840 1000 840 1005 1005 1000 1150 1150 Doug- Fir- Larch/So Pine Allowable Uplift Loads' 860 860 1085 1085 Spruce -Pine -Fir Allowable Uplift Loads' IOd 10dx1y' (133/160) (133) (160) 730 860 730 860 865 990 865 990 Model No. MTSM20 Typical HOT-2 Installation into Concrete ('/a" diameter standard washers required for concrete) 1. Loads have been increased 33% and 60% for earthquake or wind loading; no firther increase allowed 2. Twist straps do not have to be wrapped over the truss to achieve the bad. 3. Minimum end distance for Titens (MTSM) is 1W. Doug -Fir• Larch/ 5o. Pine Allowable Loads (1331160) 4200 8665 9685 9685 LGT2 Doug-Fir. spruce - Larch! Pine -Fir So. Pine Allowable Allowable Loads Loads (133/160) (133/160) 1780 1780 .---- 7'/!— W Zro HGT-2 (HGT -3, HOT-4 similar) Install a minimum d 5.10d nails into the face MTSM16 MTSM20 Install a minimum o4 4-104 nails E- into the top SIMPSON Typical LGT2 Installation into Concrete MGT MGT Installation Typical MTSM20 Installation 14 '/16' M SL'9 / I ,, e It — ,f 1 1 •/ ' / , , r s ,. 5 4 ,F 21 k. .5 �Z/ /S 10 9 8 7 to 5 4 3 2 M SL'9 / V\ 14 /S 16 /1 /8 /9 20 z1 22 23 24 1, „ f // // ZZ // // // 50 f � CHARLES W. CARR PROFESSIONAL SURVEYOR AND MAPPER 9245 S.W. 44TH STREET FAX: 305 - 553 -9903 MIAMI, FLORIDA 33165 SURVEY NUMBER :02 -09 - 226 DATE OF FIELD SURVEY :SEPTEMBER 26TH, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: 2 '.f,TS 10 AND 11, BLOCK 55, "MIAMI SHORES SECTION No. ICCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT AGE 37, OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, ■LORIDA. ACCURACY: MINIMUM THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC), IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA TRANSIT AND A CHICAGO 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL AIA. ARCHITECTS, 373 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. PROPERTY ADDRESS: 510 N.E. 95TH STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED FOR: TOMAS PEDROSO AND JENNIFER O'DONNELL SUIIYCY NOM: 1. TIIE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITII EXISTING ABOVE GROUND IM_PRQVEMENTS LOCATED. NO UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. No ENCROACIIIIENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF TIIE !ASCRIBED PARCEL FOR RIGHTS INGRESS OR EGRESS IS SI1OWN UN 11119 SURVEY DRAWING. HOWEVER. THIS SURVEY DUES NOT PURPORT TU.REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS WAY U111ER 11IAN SHOWN UN THE RECORDED PLAT OR STATED IN THE LEGAL UESCRIPTIUN AS 11 APPEARS ON IIIIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DU EXIST, AND LANDS SHOWN IEREON WERE NUT ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - F OF RECORD. 'IIIIS SURVEYOR DID NUT RESEARCH 111E PARIICULAR SETBACKS AS - 1fE000IRED BY' TIIE ZUNINO OF, 111E DESCRIBED PARCEL. NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE "t.- ::OMPLIANCE WITH THESE ZONING REGULATIONS. '5. IIIE NURIII ARROW AND BEARINGS AS SHOWN, ARE DERIVED FROM 111E ASSUMED MERIDIAN UN TIIE RECORDED PLA 111E LEGAL UESCRIP TION TIIEREON.IF SAID DESCRIPTION IS A METES AND BOUNDS, OR FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND SHOWN ON 111E LOCATION- SKETCH. G. THE FLORIDA INSURANCE RATE MAP 0093J DATED 1 -17-95 _ CDMFIUNITY NU.Qf5Z NATIONAL FLOOD INSURANCE PRUG.RAM DELINEATES 111E HEREIN DESCRIBED LAND TO BE WITHIN ZONE - A ELEVATIUN_NLA FEET. IIIIS IS NOT A FLOOD ITAZARD ZONE. 1. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY. CUUNIY, STATE OR GEODETIC VERTICAL REFERANCE MONUMENTS. 8. 'HIS IS A LATH) SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE '1 /2 AND 11119 SURVEY COMPLIES WITII THE MINIMUM IECIINICAL STANDARDS ADOPTED BY TIIE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER GIG.LI -G', FLORIDA ADMINISIilATIVE CLUE, AND MEETS TIIE REQUIRE - MEN I S or 111E FLORIDA LAND' T I TLE' ASSOC TAT I ON. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060 STATE OF FLORIDA. SIGNED: eA6 �� Gi<� 3° h' 41 GL � LOCATION SKETCH: SCALE: 1' = 100 ' 9g TN LEGEND & SYMBOLS A - ARC LENGTH BM - BF.NCH MARK R - RADIJS • PWRTRAN - POWE TIV,NSFORIvER T - TANCO4T WV - WATER VALVE C - CI-101D R?.! - WATER )' ETEEA - D=! A(CGJJTRAL ANGLE) P k T - POWEP & TEL LNES HAAS - I+EASURED NTH - MANHOLE LID CALC - O.LCULATED CB - CATCH BASIN PCP - PEP-1ANENT CONTROL CO - CLEAN-OUT COVER POWT CL - Ca71iKLINE PRM - PFlMANENT REFER• CBS - CONCRETE. BLOCK STP.UCTt'R! MCI j) T - CONCRETE UTE P01_ PC - POIN OF CURVE CONC. - CONCRETE WW - RICH OF WAY FPL - FLO.R DA POWER Z LIGHT 3M •. BENH MART: EL - ELEVATION BASED ON 1929 NGVD R D IP - FUND RON PIPE END lR - FOUND IRO' ROD - C ER • ENCRO - ENCROACINGKT C L F - C1 Dr LINK F NC W M F - WIRE 1.ESA F:JNC 1 ? - TYPCAL (FOR SEVERAL) DH - DIOILL HOLE NTT - NAA a TAB N.D - NAB. a DISC P.O.B. - PGNT OF BEGINNING CTT MON - COUNTY MONUMNT P.O.0 -PORN OF COMTLNOMENT . PKG SP - PARKING SPACE C M - CONREIE MONUMENT HYD - FRRE. HYDRANT SAN S1VR - ■ANTTARY SERER H C PRO - HANDICAP PARKIN WR.f - WAFER hTARN U E - UTTUT• EAiEIC: T•(UL ESM'T) 35 3r 0.0 / Sy Ser PP I PP LOCATED IN: VILLAGE OF MIAMI SHORES. MIAMI -DADE COUNTY. FLORIDA 2403 �4) ¢o 0 I t) 0 F 3.5 r ?1 2 zz',4sP�.7 L r— moo P/a c'K W! - -? V 4.o /TJe LV.q Q 0 lora- /5 370 V 4 3o • - _ - Co ve.eerrE p " 2/ 4,0 6 t � A / Jro/ey o O �1 N .,3U/ L / / ✓G 00. 00 4777 LOT DETAILS: SCALE 1' = 15' 0 0 h O -- G : f / /z "/P oe N R vv .Jy S NE. 74TH ST. I - 50' In N15 03 N .. 14 .. 13 •• 14 .. 15 1 0 WORK BENCH 0 NEW LAUNDRY ROOM TOOL ROOM EXISTING BEDROOM I I 1 I NEW PANEL "C " L _ _ - L l. � EXISTING ROOM EXISTIN BATH OM O FLORIDA -I 1 � 1 l 0 o1 1 I o NE. 74TH ST. I - 50' In N15 03 N .. 14 .. 13 •• 14 .. 15 1 N o .- N ,5L•8L L ', a7 GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 9. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 11. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 12. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 13. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 14. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 15. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 16. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 17. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. AREA OF NEW WORK ELEV. 5.7' NGVD 2 ALLEY - �ELEV. 5.28' NGVD SCALE: -4"I EXIST. 1 STORY CBS. RESIDENCE #510 A b 1ST FLOOR ELEV. +6.75 100.00 FE WALK NGVD o b 9' ASPI,LT N.E. 95TH ST. 1 >> / 7 20' E NGVD r , 4 ir 4 EXISTING z - WATER METER EV. 5.9' NGVD --) - 1/1 I,- I, a ELEV. 5.82' NGVD AN EXIST. BRICK PAVERS IN SAND TO BE REPAIR (2 CAR) 20' -0 "X20' -6" EXISTING METER EXIST. SEPTIC TANK 8c DRAINFIELD AC 1 9 ' - tik t\ NO.H E SCALE: 1 / ° "= 1 ' -0" w 1- L�) w Z LOCA AP SCALE: 1" -100' LEGAL DESCRiPTUON LOTS 10 AND 11, BLOCK 55 MIAMI SHORES SECTION No. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA N NE. 95TH ST. ES E ,.l' -4" A11 -4 -02 ap SCALE: 1 /4 "= 1 ' -0" EVA EVAT ON NEW WOOD TRUSS ROOF ON REMOVE EXIST. COLUMNS NEW FLAT TILE ROOF Q11 -4 -02 EXISTING WIINDOWS & DOORS TO REMAIN \ 4 / EXISTING WALL TO REMAIN r 40 -0 SCOPE OF WOR 1) NEW ELECTRICAL PANEL & WIRING 2) NEW ROOF TRUSSES & TILE ROOF NEW WOOD TRUSS ROOF EXIST. A/C WALL UNIT TO REMAIN EXISTING WIINDOWS & DOORS TO REMAIN NEW FLAT TILE ROOF -4 „ LEVA 4\EAS SCALE: 1 /4" 1 ' -0" 00 SCALE: 1 /4" NC ON 4\SOU H E SCALE: 1/4 " =1' -0" VA ON A11 -4 -02 , 0 " 1 , -4 „ A11 -4 -02 EXISTING DOOR TO REMAIN NEW ROOF ABOVE EXIST. A/C WALL UNIT TO REMAIN AN REVISIONS PERMIT SUBMSSION 10 -15 -02 PERMIT REVISION &11-4-02 BY DATE 7 -22 -02 SCALE AS SHOWN JOB NO. 02 SHEET o In til e- ,SL'SZ L 14 1 13 1 14 1 15 1 1 EXISTING BEDROOM 55 l 0 - EXISTING LAUNDRY 0 _ EXISTING GARAGE I I I - - -J { . EXISTING ROOM _ 0 - i ' t -'' EXISTIN BATH OM O FLORIDA `., r ( 4. o In til e- ,SL'SZ L 14 1 13 1 14 1 15 1 1 V4 N o r N ,SL'8Z L GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 9. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 11. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 12. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN —LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 13. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 14. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 15. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLEI ED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 16. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 17. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. w 2 w Z NE. 74TH ST. OCA NE. 95TH ST. SCALE: 1 "_ 1 00' LEGAL DESCRU FT ON ON AP LOTS 10 AND 11, BLOCK 55 MIAMI SHORES SECTION No. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA SCOPE OF WOR 1) NEW ELECTRICAL PANEL & WIRING 2) NEW ROOF TRUSSES & TILE ROOF \ \ ANO s i / / SCALE: 1 /4" = 1 ' -©" SCALE: 1 /4 "= 1 ' -0" VA VAT ON NEW WOOD TRUSS ROOF ON REMOVE EXIST. COLUMNS NEW FLAT TILE ROOF EXISTING WIINDOWS & DOORS TO REMAIN i i NEW WOOD TRUSS ROOF EXISTING WINDOWS & DOORS TO REMAIN NEW FLAT TILE ROOF N) /2\ 40' -0" A_ S O U T E EXISTING WALL TO REMAIN EX F OOR P SCALE: 1 /4 "= 1 '_ C SCALE: 1/4 "_1 SCALE: 1 /4" = 1 ' - 0" VAT ON 2 EVA EXIST. GARAGE DOOR TO REMAIN NEW ROOF ABOVE AN O\ REVISIONS PERMIT SUBMSSION 10 -15 -02 BY CHECKED M.A.C. DATE 7- 22-02 SCALE AS SHOWN JOB NO. 02 SHEET OF 1 SHEETS GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 9. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 11. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 12. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN —LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 13. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 14. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 15. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLEI ED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 16. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 17. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. w 2 w Z NE. 74TH ST. OCA NE. 95TH ST. SCALE: 1 "_ 1 00' LEGAL DESCRU FT ON ON AP LOTS 10 AND 11, BLOCK 55 MIAMI SHORES SECTION No. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA SCOPE OF WOR 1) NEW ELECTRICAL PANEL & WIRING 2) NEW ROOF TRUSSES & TILE ROOF \ \ ANO s i / / SCALE: 1 /4" = 1 ' -©" SCALE: 1 /4 "= 1 ' -0" VA VAT ON NEW WOOD TRUSS ROOF ON REMOVE EXIST. COLUMNS NEW FLAT TILE ROOF EXISTING WIINDOWS & DOORS TO REMAIN i i NEW WOOD TRUSS ROOF EXISTING WINDOWS & DOORS TO REMAIN NEW FLAT TILE ROOF N) /2\ 40' -0" A_ S O U T E EXISTING WALL TO REMAIN EX F OOR P SCALE: 1 /4 "= 1 '_ C SCALE: 1/4 "_1 SCALE: 1 /4" = 1 ' - 0" VAT ON 2 EVA EXIST. GARAGE DOOR TO REMAIN NEW ROOF ABOVE AN O\ REVISIONS PERMIT SUBMSSION 10 -15 -02 BY CHECKED M.A.C. DATE 7- 22-02 SCALE AS SHOWN JOB NO. 02 SHEET OF 1 SHEETS HIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) 0 (NEGATIVE) -4e.e -34.e - ® (NEGATIVE) -66.4 -56.9 _ 0 (NEGATIVE) --` e -64.9 - OVER; -4ANG5 (NEGATIVE) - a`3 -64.9 - 04 (FIELD NEGATIVE) - - -51b ® (CORNER NEGATIVE) - - -59. ® 4 ® (POSITIVE) - - +41.1 REVISIONS PERMIT SUBMISSION 10 -15 -02 PERMIT REVISION 811 -4 -02 n 0 11 Lc) ILH 0 0 cr) o `f ( 111 I II IIII Zr W J I co cc w cn c °ciaw"- Q- �zcc N O Q =o = CJ0 N a aZ - ao Y Q N Q! M M < M L o INN Z J Z O Z Z < Q L� I) 0 Z LLJ � O CC c= I*I■■t BY GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. ROOF ZO \LS �E Lc; \D = i5 P-::., L; L) E LoAl _ L 3c) ■-- - � r i 1 �A�-' e irNL h C�-'r.` =c_TQ Cii-_ % v R - 1 ;.),;‘ 860 11.- ROOF TRUSS PLAN AND DESIGN APPROVED "AS TO LAYOUT AND DESIGN INTENT" BY ENGINEER. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION r A\11 -4 -02 A\11 -4 -02 A\11 -4 -02 0 N -4" EXIST. WALLS (TYP.) RIDGE EXISTING 4" CONC. SLAB ON COMPACTED FILL RF. 6X6 # 10/10 GALV. MESH EX NG FOUNDA SCALE :1/2 " =1 40' -0" OOF F ON P 0 " EXIST. TIE BEAM (TYP.) SCALE :1 /2" = 1 ' — © WOOD TRUSSES 2' -0" O:C. SUBMIT SHOP DRAWINGS FOR PERMIT EXIST. WALL FTG. TYP. NG AN SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie®bellsouth.net DRAWN M.M. CHECKED M.A.C. DATE 2 -8 -02 SCALE AS SHOWN JOB NO. 02 OF SHEET 2 SHEETS REVISIONS PERMIT SUBMISSION 10 -15 -02 PERMIT REVISION 811 -4 -02 n 0 11 Lc) ILH 0 0 cr) o `f ( 111 I II IIII Zr W J I co cc w cn c °ciaw"- Q- �zcc N O Q =o = CJ0 N a aZ - ao Y Q N Q! M M < M L o INN Z J Z O Z Z < Q L� I) 0 Z LLJ � O CC c= I*I■■t BY GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. ROOF ZO \LS �E Lc; \D = i5 P-::., L; L) E LoAl _ L 3c) ■-- - � r i 1 �A�-' e irNL h C�-'r.` =c_TQ Cii-_ % v R - 1 ;.),;‘ 860 11.- ROOF TRUSS PLAN AND DESIGN APPROVED "AS TO LAYOUT AND DESIGN INTENT" BY ENGINEER. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION r A\11 -4 -02 A\11 -4 -02 A\11 -4 -02 0 N -4" EXIST. WALLS (TYP.) RIDGE EXISTING 4" CONC. SLAB ON COMPACTED FILL RF. 6X6 # 10/10 GALV. MESH EX NG FOUNDA SCALE :1/2 " =1 40' -0" OOF F ON P 0 " EXIST. TIE BEAM (TYP.) SCALE :1 /2" = 1 ' — © WOOD TRUSSES 2' -0" O:C. SUBMIT SHOP DRAWINGS FOR PERMIT EXIST. WALL FTG. TYP. NG AN SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie®bellsouth.net I-IIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) 0 (NEGATIVE) -49.9 -34.9 - OZ (NEGATIVE) - 66.4 -56.9 - O3 (NEGATIVE) -79.9 -64.9 - OVERI -IANG5 (NEGATIVE) --1 -64.9 - O4 (FIELD NEGATIVE) - - -5110 0 (CORNER NEGATIVE) - - -59.1 0 4 ® (POSITIVE) - - +41.1 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 '1/2" Grade beams . . . .3" Beams 2" Slab 1 " PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at ecch level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' —O" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. AM opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. O 0 ROOF ZONES h Cs RIDGE FOU N DA SCALE : 1 /2" _ l ` O " 0' -0" EXIST. TIE BEAM (TYP.) WOOD TRUSSES 2' -0" O.C. SUBMIT SHOP DRAWINGS FOR PERMIT OOF F A NG P SCALE :1 /2 " -l' -O" O N A \ 00 0 SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie©bellsouth.net REVISIONS PERMIT SUBMISSION 10 -15 -02 DRAWN M.M. CHECKED M.A.C. DATE 2 -8 -02 SCALE AS SHOWN JOB NO. 02 SHEET BY OF 2 SHEETS I 1 i I` 8 9 1 WALLS EXISTING 4" CONC. SLAB ON COMPACTED FILL RF. 6X6 # 10/10 GALV. MESH . 1 « 8, « 6 - C • EXIST. (TYP.) \ \ EXIST. FTC. WALL 4 \ TYP. O O 0 \ \ : n N G XLI3 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 '1/2" Grade beams . . . .3" Beams 2" Slab 1 " PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at ecch level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' —O" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. AM opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. O 0 ROOF ZONES h Cs RIDGE FOU N DA SCALE : 1 /2" _ l ` O " 0' -0" EXIST. TIE BEAM (TYP.) WOOD TRUSSES 2' -0" O.C. SUBMIT SHOP DRAWINGS FOR PERMIT OOF F A NG P SCALE :1 /2 " -l' -O" O N A \ 00 0 SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie©bellsouth.net REVISIONS PERMIT SUBMISSION 10 -15 -02 DRAWN M.M. CHECKED M.A.C. DATE 2 -8 -02 SCALE AS SHOWN JOB NO. 02 SHEET BY OF 2 SHEETS NEW. 2 "X6" @ 24" 0.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 SIMPSON MTSM16 (OR EQUIV.) 1"X4" P.T. FIRE STOP A11-4-02 REVISIONS PERMIT SUBMISSION 10 -15 -02 PERMIT REVISION ®11 -4 -02 DRAWN M.M. CHECKED M.A.C. DATE 2 -8 -02 JOB NO. 02 SHEET SCALE AS SHOWN OF L SHEETS 11111■111■ FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. WOOD FASCIA NAILED 4" 0.C. 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" 0.C. SCREENED VENT PER SFBC SOFFIT TO MATCH EXIST. STUCCO ON METAL LATH ON 30# TIN TAGGED CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 1 0.C. AT INTERMEDIATE SUPPORT 2 "X NAILER 1"X4" P.T. FIRE STOP m11 -4 -02 2 "X8" RAFTER @ 24" 0.C. ON m11 -4 -02 ATTACH RAFTER TO CONC. BEAM W /SIMPSON MTSM16 FLAT TILE ROOF RAFTER SEAT 2 "X4" BRACING TRUSS @ 24" 0.C. AS PER MGF. SPECS. ATTACH W /MTL CLIP OR ANGLE R -19 INSULATION 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.0. 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. 2" BY P.T. TO MATCH PAINTED WOOD FASCIA NAILED 4' 0 C SCREENED VENT PER FBC EXISTING 8 "X12" CONCRETE BEAM SLOPE OF ROOF 3 1/2 AND 12 FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) m11 -4 -02 3 1/2 12 EXISTING 10 "X16" FOOTER CONT. \NA S MEMO S -2 SCALE :3/4" = 1 ' - O" CTHON NEW ROOF TRUSSES @ 24" O.C. MANUFACTURER SUBMIT SHOP DRAWINGS 2 "X6" TOP CORD A11 -4 -02 EXISTING 8 "X12" CONCRETE BEAM EXISTING 8" CONCRETE WALL N EXISTING 10 "X16" FOOTER CONT. SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie @bellsouth.net FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. WOOD FASCIA NAILED 4" O. '-' 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" O.C. SCREENED VENT PER SFBC SOFFIT TO MATCH EXIST. STUCCO ON METAL LATH ON 30# TIN TAGGED CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORT 2 "X NAILER 1"X4" P. T. FIRE STOP 2 "X8" RAFTER @ 24" O.C. 2 "X BLOCKING Q ATTACH RAFTER TO CONC. BEAM W /SIMPSON MTSM16 FLAT TILE ROOF RAFTER SEAT 2 "X4" BRACING TRUSS @ 24" O.C. AS PER MCF. SPECS. ATTACH W /MTL CLIP OR ANGLE R -19 INSULATION 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" O.C. 5/8" EXTERIOR GRADE PLYWOOD W /8d COMMON NAILS @ 6" O.C. @ PANEL EDGES & 12" 0.C. AT INTERMEDIATE SUPPORTS EXISTING 8 "X12" CONCRETE BEAM 3 ,_ 0 " MAX SIMPSON MTSM16 (OR EQUIV.) EXISTING 10 "X16" FOOTER CON T. R -19 INSULATION 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. EXISTING 4" CONC. SLAB WALL SEC \S -2 SCALE :3/4 " =1' -0" NEW ROOF TRUSSES @ 24" 0.0. MANUFACTURER SUBMIT SHOP DRAWINGS 1 ,_ 4 „ 2 "X6" TOP CORD EXISTING 8 "X12" CONCRETE BEAM EXISTING 8" CONCRETE WALL EXISTING 10 "X16" FOOTER CONT. SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 - 5974 sshafie @bellsouth.ri CD CD E-- CD w r w J L ., CO w r , W 4 w Q = N O U ▪ Q Y zQ < N ■ DRAWN AA AA VOLTAGE:120 / 240 V, 1 PH, 3 W MAIN: 2P -200 A M. BKR. EXISTING PANEL 'A 10 KAIC TYPE: EXISTING MOUNTING: EXISTING DUPLEX RECEPTACLE - + 18" CIRCUIT DESIGNATION SPECIAL PURPOSE OUTLET POLE AMPS. VOLT AMP. BATTERY BACK UP CONNECTDw+j NEAREST WIRE / COND. SIZE UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED WIRE / COND. SIZE ;VOLT AMP. POLE AMPS. GROUND FAULT INTERRUPTOR CIRCUIT EY DESIGNATION A � C A C EXISTING RANGE 2/50 2,400 FIELD. MINIMUM 7' - 6" AFF 3 6 AWG 01 02 02 EXISTING 2 a' 14 AWG 321 1/ 15 EXISTING LTS. / REC. SPACE 2,400 03 03 04 j 1/15 EXISTING LTS. / REC. SPACE NEW PANEL C 2/60 6,594 SEE RISER 05 06 2 '~ 8 IN 1 " C ! 3,840 1/15 / 2/40 EXISTING LTS. / REC. EXISTING A/C C/U 321 6,594 Or 07 08 j 3,840 NEW LTS. / REC. EXISTING W / H. 2/30 EXISTING LOAD 1 /20 1,200 EXISTING 2 1 O AWG 2 # 12 AWG 09 1 10 2 ;' 10 A VG 2,250 1 /15 1/20 2/30 EXISTING W EXISTING LOAD i 1/20 720 2 # 12 AWG 11 12 2,250 SPACE EXISTING LOAD 1/20 1,500 2,500 2 12 AWG 13 14 2 =' 12 AWG 1,500 1/20 SPACE EXISTING LOAD EXISTING LOAD j 1/20 1,500 2 # 12 AWG 15 16 2 # 12 AWG 225 1 /20 SPACE EXISTING LOAD EXISTING LOAD j 1/20 700 2 # 12 AWG 17 18 2 # 12 AWG 225 1/20 EXISTING LOAD EXISTING LITS. & RECS. 1/20 225 2 # 12 AWG 19 20 2 '12 AWG 225 1/20 EXISTING LOAD EXISTING LITS. & RECS. i 1/20 225 2 12 AWG 21 22 2 12 AWG 1,200 1 /20 EXISTING LOAD EXISTING S. APPLIANCES 1 1/20 j 1 2 # 12 A 1 23 24 2 # 12 AWG I 6,594 1 /20 EXISTING LOAD EXISTING S. APPLIANCES 1/20 1,500 I 2 # 12 AWG 25 26 2 # 12 AWG j 5,594 1 /20 EXISTING LOAD EXISTING LITS. & RECS. 1/15 225 2 # 14 AWG 27 28 2 14 AWG 225 1 / 15 EXISTING LITS. & RECS. EXISTING LITS. & RECS. 1/15 225 2 # 14 AWG 29 30 2 14 AWG 225 1/15 EXISTING LITS. & RECS. EXISTING A/C AHU 2/60 5,400 2 ? 6 AWG IN 1" 31 32 SPACE 5,400 33 34 SPACE EXISTING LOAD 1/20 I 1,500 2 # 12 AWG 35 36 SPACE SPACE 37 38 L SPACE SPACE I 29 40 1 SPACE SPACE 41 42 I SPACE LIGHT & RECEPTACLES LOAD © 3VA *SQF T = 1,2 n SOFT 3 VA = 3600 VA ON 16 CK T S. = 225 VA ELECTRICAL LEGEND iA cD(t) (R). ♦ O SINGLE POLE TOGGLE SWITCH - DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MID) 125 V, WITH BATTERY BACK UP CONNECTDw+j NEAREST KITCHEN OR BATHROOM LIGHTING UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL - FLUSH MOUNTED CIRCUIT DESIGNATION GROUND FAULT INTERRUPTOR DISCONNECT SWITCH ELECTRIC MOTOR INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM TV. WALL MOUNTED LUMINAIRE, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF VOLTAGE:120 / 240 V, 1 PH, 3 W MAIN: 2P -125 A MLO NEW PANEL "C" TYPE: GE 10 KAIC MOUNTING: SURAFACE CIRCUIT DESIGNATION POLE AMPS. VOLT AMP. WIRE / COND. SIZE # W`IRE / COND. SIZE VOLT AMP. POLE CIRCUIT DESIGNATION A B A B AMPS. EXISTING WALL A/C 1/ 0 1 ,440 ' EXISTING 2 12 AWG 01 02 EXISTING 2 a' 14 AWG 321 1/ 15 EXISTING LTS. / REC. 03 04 EXISTING 2 14 AWG 321 1/15 EXISTING LTS. / REC. SPACE 05 06 EXISTING 2 14 AWG 321 1/15 / EXISTING LTS. / REC. EXISTING LTS. / REC. 1/15 321 EXISTING 2 # 14 AW'G Or 08 NEW 2 14 AWG 321 1/15 NEW LTS. / REC. EXISTING W / H. 2/30 2,250 2,250 EXISTING 2 1 O AWG 09 11 10 12 NEW 2 # 14 AWG NE VV 2 # 14 AWG 321 321 1 /15 1/20 NEW BEDROOM REC. ( * ) NEW BATHROOM LTS. /REC. EXISTING W/D 2/30 2,500 NEW 3 # 10 IN 1/2" C 13 14 SPACE i 2,500 15 16 SPACE I SPACE 17 18 SPACE 6 EXISTING 3 2/0 IN 2" C EXISTING FPL METER 1 PH, 2P -200 A 120 / 240 V, NEMA 3 R SERVICE RATED. ELECiR N.T.S. OVERHEAD ________, \-� SERVICE ENTRANCE S TO EPL POLE EXTERIOR WALL OF THE MAIN HOUSE EXISTING 3 # 2/0 IN 2" C I C.W. PIPE EXISTIN PANEL 3R EXISTING # 4 CU CAL RISER DIAGRAM GENERAL ELECTRICAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 5 ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 8 . ALL CONDUCTOR SHALL BF COPPER. ALL MATERIALS SHALL BE U.L. APPROVED. ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. N'W 3 # 4 1 N 1-1/4" C EXISTING (2) 5/8" DIA x 1 OFT GHD DRIVEN GALVANIZED STEEL RODS SPACED 6 FT APART MINIMUM. 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL 9RINC IT TO THE A / E's ATTENTION AND AT NO EY T RA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 10 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 11 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 12 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 16 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 17 . EXACT POINT AND METHODS OE CONNECTION SHALL BE DETERMINED IN FIELD. 18 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 19 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 20 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. NEW 2P -100 A DISC. SW. SERVICE RATED. NEVA 3P. 13 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 4 THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 21 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 22 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. 23 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. J - NEW ONE # 8 IN 1/2" C GROUND LEVEL EXTERIOR WALL OF THE SMALL HOUSE I INTERIOR WALL OF THE SMALL HOUSE NEW 3 # 4 IN 1 -1/4" C NEW' - 5/8" DIA x 1OFT GHD DRIVEN GALVANIZED STEEL RODS 111 it m • C -10 N C -10 N C -10 EXISTING BEDROOM C -14 ALL EXISTING ELECTRICAL ITEMS ARE TO REMAIN AS IS UNLESS OTHERWISE NOTED. EXIST. A/C WALL UNIT r c- 02 1 LIGHT & RECEPTACLES LOAD @ 3VA *SOS T EXISTING 0ATHRO E EXIST. C -02 W/H H • C -09,ti 2 SCALE: 1 PANEL "A' LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 50,519 VA FIRST 10 KVA CO 100 % 10,000 VA 40,519 @ 40 % 16,208 VA A/C LOAD 10,800 @ 65 % 7,020 VA TOTAL DEMAND LOAD = 33,228 VA 33,228 VA / 240 V = 138 A NOTES: ALL BRANCH CIRCUITS ARE EXISTING TO REMAIN AS IS EXCEPT NEW PANEL "C" A/C COOLING AND HEATING LOAD ARE NON CONCURRENT PANEL "C" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 13,187 VA 13,18/A / 240 V = 55 A NOTE: ( *) PROVIDE AFCI TYPE BREAKER EXISTING WOOD BIN E C.) r, EXIST. _ WASH w C -17 C -02 E -02 C -13.15 4 , EXIST. DRYER - -04 II.f.I. 1 , c -06 I I E 4V C-07 E0 74-9 C - 06 E C -06 E _ EXISTING GARAGE C -06 u.i EXISTING 'RASH SIN o SOFT * 3 VA NEW PANEL "C" (Th (Th E C -01 C-07 ELECTRICAL. FLOOR FLAN EXIST. A/C WALL UNIT 1 0 2 ,24 C -06 • E NEW 2P -100 A DISC. Sw. (SEE RISER) CK rS. VA RE ¥E S- G A VI L A N CONSULTING ENGINEERS, INC. Aristides Reyes- Gavilan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 T EL:1305) 828 -5205 FAX:(305) 828 -6484 megaelec @ bellsouth.net • 1 • • • • •, ••` • • , •� • • • ' • • • •.• • • • • • • • • • • • • • REVISIONS OWNER SUBMSSION 7 -26 -02 B Y C- < LO LLJ 0 0 0 m Ci 0 a_ < LLJ Z - _I 0 Q Q U � 0 - F- Z W Ldp 0 J J -LL1 U.! L,J C J DRAWN O.R.G. H_..: _ A.R.G. DA 77 8/21 /02 SCALE AS SHOWN JOB N O. 02 SHEET s OF 1 SHEETS CHARLES W. CARR PROFESSIONAL SURVEYOR AND MAPPER 9245 S.W. 44TH STREET TEL: 305 - 221 -3416 MIAMI, FLORIDA 33165 FAX: 305 - 553 -9903 SURVEY NUMBER :02 -09 -226 DATE OF FIELD SURVEY :SEPTEMBER 26TH, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOTS 10 AND 11, BLOCK 55, "MIAMI SHORES SECTION No. 2 ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI COUNTY, 4 FLORIDA. ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MiINIMUM TECHNICAL STANDARDS (61G17-6 FAC), IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA TRANSIT AND A CHICAGO 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL AIA. ARCHITECTS, 373 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. PROPERTY ADDRESS: 510 N.E. 95TH STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED FOR: TOMAS PEDROSO AND JENNIFER O'DONNELL suB3L/tY ils_I CS;_ 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. No UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NU ENCROACHMENTS WERE NOTED BY TIIIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FUR RIGHTS OF INGRESS OR EGRESS IS SHOWN UN THIS SURVEY DRAWING. HOWEVER. THIS SURVEY DOES NOT PURPORT TU .REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS-OF WAY OTHER MAN SHOWN UN THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST, AND LANDS SHOWN HEREON WERE NOt ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - OF OF RECORD. (I. TIIIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY TIIE ZONING OF 111E DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SIIUWN, ARE DERIVED FROM THE ASSUMED MERIDIAN UN 111E RECORDED PLAT, TIIE LEGAL UESCRIP TIUN THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS, OR FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND SHOWN ON TIIE LOCATION SKETCH. G. 1IIE FLORIDA INSURANCE RATE MAP 0093 J BATED 7-17 795 COMMUNITY NU._ ]Q p 652 NATIONAL FLOOD INSURANCE PROG,jl/IM DELINEATES 111E HEREIN DESCRIBED LAND TO BE WITHIN ZONE XX ELEVATION_N /A _FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. FLEVAIIUNS ARE BASED UPON NAIIUNAL GEUUETIC VERTICAL DATUM AND BENCH RANKS ARE CITY, COUNTY, STALE OR GEODETIC VERTICAL REFERANCE MONUMENTS. 8. his IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLURIUA STATUTE 1 1/2 AND THIS SURVEY COMPLIES WITH TIIE MINIMUM IECIINICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT 10 CHAPTER 61G17-G. FLORIDA ADMINISTRATIVE. CODE, AND MEETS THE REOUIRE MENIS OF 111E FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060 STATE OF FLORIDA. 30 GL� LOCATION SKETCH: SCALE: 1' = 100 ' 41. 94 :'' S7' LEGEND d SYMBOLS A - ARC LENGTH BM - BSICH MARK R - RADIUS PWRTRAN - POWc'RTRANS T - TANG WV - WATEJt VALVE C - CHORD RTI - WATER h c{TER A - DE TA('ENTRAL ANGLE) P k T - POWUt & TEL I ..'DES MEAS - MEASURED MH - MANHOLE LID CALC - CALCULATED CB - CATCH BASIN PCP - PERMANENT CONTROL CO - CLEAN-OUT COVER POINT CL - (TERLDE PRM - PERMANENT REFERENCE CBS - CONCRETE BLOC; STRUCTURE MONUMENT - CONCRETE UTE POLE PC - POINT OF CURVE CONC. - CONCRETE R w - RIGHT OF WAY FPL - FLORIDA POW t G LIGHT T BM - BENCH MARK EL - E1ENATION BASED ON 192 0 NGVO FND IP - FOUND RON PIPE END IR - FOUND IRON ROD CLR - Cy=_AR ENCRO - ENCROACrDENT C L F - CHAIN LINK FE.NC M F - 'IRE )€SH FEND TYP - TYPICAL (FOR SEVERAL) DH - DRIILL HOLE NIT - NAIL k TAB N/D - NAP' & DISC P.O.B - POINT OF BEGINNING CTY MON - COUNTY MONUIvENT P.O.0 -POINT OF COMhEENCEhEENT PKG SP - PARKING SPACE C M - CONCRETE MONUMENT Hl'D - FIRE HYDRANT SAN SWR - SANITARY SEWER H C PRO - HANDICAP PARKING W/M - WATER MAIN U E - UTILITY EA E ENT (OTC. ESM'T) YtiW,rq t I 35 0. r,+/..0 sh/ V, .'QC) N `C1 Zon`ng - „_ py r o v� d LOCATED IN: VILLAGE OE MIAMI SHORES. MIAMI -DADE COUNTY, FLORIDA 2/. v 3 _?4 Tti5 r \ , Q PP r j n/' / h 0 / _ / 1 It) 7T zz / a 1-// 7 Z7 --- 80 / /e /W S P /6.2o 1 1-14. 3.0 Co.4C. 4e re /fr„ fiN 4 N ..30/L Y//k/ ,SLFj9 /5/ 49 � A .S L.4/ oC). ov 47.7 LOT DETAILS: SCALE 1' = 15' c 0 P1 ?.s (1),:vv.. t. \A' i M UI \ r✓ L7. f'I ■.r./ `Y '11. Z LS J 'Si I 2% 88 �- 1 r// ° lopr ,/ ,/ ,/ - ./ -- .. ,, d -- 5,c',z, SL 8Z/ 14 la '/6 8 7 6 5 4 3 e3 CHARLES W. CARR PROFESSIONAL SURVEYOR AND MAPPER 9245 S.W. 44TH STREET TEL: 305 - 221 -3416 MIAMI, FLORIDA 33165 FAX: 305 - 553 -9903 SURVEY NUMBER :02 -09 -226 DATE OF FIELD SURVEY :SEPTEMBER 26TH, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOTS 10 AND 11, BLOCK 55, "MIAMI SHORES SECTION No. 2 ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI COUNTY, 4 FLORIDA. ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MiINIMUM TECHNICAL STANDARDS (61G17-6 FAC), IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA TRANSIT AND A CHICAGO 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL AIA. ARCHITECTS, 373 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. PROPERTY ADDRESS: 510 N.E. 95TH STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED FOR: TOMAS PEDROSO AND JENNIFER O'DONNELL suB3L/tY ils_I CS;_ 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. No UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NU ENCROACHMENTS WERE NOTED BY TIIIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FUR RIGHTS OF INGRESS OR EGRESS IS SHOWN UN THIS SURVEY DRAWING. HOWEVER. THIS SURVEY DOES NOT PURPORT TU .REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS-OF WAY OTHER MAN SHOWN UN THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST, AND LANDS SHOWN HEREON WERE NOt ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - OF OF RECORD. (I. TIIIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY TIIE ZONING OF 111E DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SIIUWN, ARE DERIVED FROM THE ASSUMED MERIDIAN UN 111E RECORDED PLAT, TIIE LEGAL UESCRIP TIUN THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS, OR FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND SHOWN ON TIIE LOCATION SKETCH. G. 1IIE FLORIDA INSURANCE RATE MAP 0093 J BATED 7-17 795 COMMUNITY NU._ ]Q p 652 NATIONAL FLOOD INSURANCE PROG,jl/IM DELINEATES 111E HEREIN DESCRIBED LAND TO BE WITHIN ZONE XX ELEVATION_N /A _FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. FLEVAIIUNS ARE BASED UPON NAIIUNAL GEUUETIC VERTICAL DATUM AND BENCH RANKS ARE CITY, COUNTY, STALE OR GEODETIC VERTICAL REFERANCE MONUMENTS. 8. his IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLURIUA STATUTE 1 1/2 AND THIS SURVEY COMPLIES WITH TIIE MINIMUM IECIINICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT 10 CHAPTER 61G17-G. FLORIDA ADMINISTRATIVE. CODE, AND MEETS THE REOUIRE MENIS OF 111E FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060 STATE OF FLORIDA. 30 GL� LOCATION SKETCH: SCALE: 1' = 100 ' 41. 94 :'' S7' LEGEND d SYMBOLS A - ARC LENGTH BM - BSICH MARK R - RADIUS PWRTRAN - POWc'RTRANS T - TANG WV - WATEJt VALVE C - CHORD RTI - WATER h c{TER A - DE TA('ENTRAL ANGLE) P k T - POWUt & TEL I ..'DES MEAS - MEASURED MH - MANHOLE LID CALC - CALCULATED CB - CATCH BASIN PCP - PERMANENT CONTROL CO - CLEAN-OUT COVER POINT CL - (TERLDE PRM - PERMANENT REFERENCE CBS - CONCRETE BLOC; STRUCTURE MONUMENT - CONCRETE UTE POLE PC - POINT OF CURVE CONC. - CONCRETE R w - RIGHT OF WAY FPL - FLORIDA POW t G LIGHT T BM - BENCH MARK EL - E1ENATION BASED ON 192 0 NGVO FND IP - FOUND RON PIPE END IR - FOUND IRON ROD CLR - Cy=_AR ENCRO - ENCROACrDENT C L F - CHAIN LINK FE.NC M F - 'IRE )€SH FEND TYP - TYPICAL (FOR SEVERAL) DH - DRIILL HOLE NIT - NAIL k TAB N/D - NAP' & DISC P.O.B - POINT OF BEGINNING CTY MON - COUNTY MONUIvENT P.O.0 -POINT OF COMhEENCEhEENT PKG SP - PARKING SPACE C M - CONCRETE MONUMENT Hl'D - FIRE HYDRANT SAN SWR - SANITARY SEWER H C PRO - HANDICAP PARKING W/M - WATER MAIN U E - UTILITY EA E ENT (OTC. ESM'T) YtiW,rq t I 35 0. r,+/..0 sh/ V, .'QC) N `C1 Zon`ng - „_ py r o v� d LOCATED IN: VILLAGE OE MIAMI SHORES. MIAMI -DADE COUNTY, FLORIDA 2/. v 3 _?4 Tti5 r \ , Q PP r j n/' / h 0 / _ / 1 It) 7T zz / a 1-// 7 Z7 --- 80 / /e /W S P /6.2o 1 1-14. 3.0 Co.4C. 4e re /fr„ fiN 4 N ..30/L Y//k/ ,SLFj9 /5/ 49 � A .S L.4/ oC). ov 47.7 LOT DETAILS: SCALE 1' = 15' c 0 P1 ?.s (1),:vv.. t. \A' i M UI \ r✓ L7. f'I ■.r./ `Y '11. Z LS J 'Si I 2% 88 �- 1 ✓ ✓ SL'Rz/ N Ni I' M 14 /5 '/6 17 /8 /9 20 ZI Z2 e3 1, 1, /, // ,/ „ ./ ./ ,. 50 CHARLES W. CARR PROFESSIONAL SURVEYOR AND MAPPER 9245 S.W. 44TH STREET TEL: 305 - 221 -3416 MIAMI, FLORIDA 33165 FAX: 305 - 553 -9903 SURVEY NUMBER :02 -09 -226 DATE OF FIELD SURVEY :SEPTEMBER 26TH, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOTS 10 AND 11, BLOCK 55, "MIAMI SHORES SECTION No. 2 ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI COUNTY, 4 FLORIDA. ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MiINIMUM TECHNICAL STANDARDS (61G17-6 FAC), IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA TRANSIT AND A CHICAGO 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL AIA. ARCHITECTS, 373 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. PROPERTY ADDRESS: 510 N.E. 95TH STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED FOR: TOMAS PEDROSO AND JENNIFER O'DONNELL suB3L/tY ils_I CS;_ 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. No UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NU ENCROACHMENTS WERE NOTED BY TIIIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FUR RIGHTS OF INGRESS OR EGRESS IS SHOWN UN THIS SURVEY DRAWING. HOWEVER. THIS SURVEY DOES NOT PURPORT TU .REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS-OF WAY OTHER MAN SHOWN UN THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST, AND LANDS SHOWN HEREON WERE NOt ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - OF OF RECORD. (I. TIIIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY TIIE ZONING OF 111E DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SIIUWN, ARE DERIVED FROM THE ASSUMED MERIDIAN UN 111E RECORDED PLAT, TIIE LEGAL UESCRIP TIUN THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS, OR FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND SHOWN ON TIIE LOCATION SKETCH. G. 1IIE FLORIDA INSURANCE RATE MAP 0093 J BATED 7-17 795 COMMUNITY NU._ ]Q p 652 NATIONAL FLOOD INSURANCE PROG,jl/IM DELINEATES 111E HEREIN DESCRIBED LAND TO BE WITHIN ZONE XX ELEVATION_N /A _FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. FLEVAIIUNS ARE BASED UPON NAIIUNAL GEUUETIC VERTICAL DATUM AND BENCH RANKS ARE CITY, COUNTY, STALE OR GEODETIC VERTICAL REFERANCE MONUMENTS. 8. his IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLURIUA STATUTE 1 1/2 AND THIS SURVEY COMPLIES WITH TIIE MINIMUM IECIINICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT 10 CHAPTER 61G17-G. FLORIDA ADMINISTRATIVE. CODE, AND MEETS THE REOUIRE MENIS OF 111E FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060 STATE OF FLORIDA. 30 GL� LOCATION SKETCH: SCALE: 1' = 100 ' 41. 94 :'' S7' LEGEND d SYMBOLS A - ARC LENGTH BM - BSICH MARK R - RADIUS PWRTRAN - POWc'RTRANS T - TANG WV - WATEJt VALVE C - CHORD RTI - WATER h c{TER A - DE TA('ENTRAL ANGLE) P k T - POWUt & TEL I ..'DES MEAS - MEASURED MH - MANHOLE LID CALC - CALCULATED CB - CATCH BASIN PCP - PERMANENT CONTROL CO - CLEAN-OUT COVER POINT CL - (TERLDE PRM - PERMANENT REFERENCE CBS - CONCRETE BLOC; STRUCTURE MONUMENT - CONCRETE UTE POLE PC - POINT OF CURVE CONC. - CONCRETE R w - RIGHT OF WAY FPL - FLORIDA POW t G LIGHT T BM - BENCH MARK EL - E1ENATION BASED ON 192 0 NGVO FND IP - FOUND RON PIPE END IR - FOUND IRON ROD CLR - Cy=_AR ENCRO - ENCROACrDENT C L F - CHAIN LINK FE.NC M F - 'IRE )€SH FEND TYP - TYPICAL (FOR SEVERAL) DH - DRIILL HOLE NIT - NAIL k TAB N/D - NAP' & DISC P.O.B - POINT OF BEGINNING CTY MON - COUNTY MONUIvENT P.O.0 -POINT OF COMhEENCEhEENT PKG SP - PARKING SPACE C M - CONCRETE MONUMENT Hl'D - FIRE HYDRANT SAN SWR - SANITARY SEWER H C PRO - HANDICAP PARKING W/M - WATER MAIN U E - UTILITY EA E ENT (OTC. ESM'T) YtiW,rq t I 35 0. r,+/..0 sh/ V, .'QC) N `C1 Zon`ng - „_ py r o v� d LOCATED IN: VILLAGE OE MIAMI SHORES. MIAMI -DADE COUNTY, FLORIDA 2/. v 3 _?4 Tti5 r \ , Q PP r j n/' / h 0 / _ / 1 It) 7T zz / a 1-// 7 Z7 --- 80 / /e /W S P /6.2o 1 1-14. 3.0 Co.4C. 4e re /fr„ fiN 4 N ..30/L Y//k/ ,SLFj9 /5/ 49 � A .S L.4/ oC). ov 47.7 LOT DETAILS: SCALE 1' = 15' c 0 P1 ?.s (1),:vv.. t. \A' i M UI \ r✓ L7. f'I ■.r./ `Y '11. Z LS J 'Si I 2% 88 �- 1