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RC-08-275_Plans 12 , I � \ ®I l ® LHURRICANE METAL STRAP II ANCHOR EACH TRUSS (BY BLDR) ® u ® I 4 ., (O.H. � y 1 r TYPICAL OVERHANG DETAIL 1(1 -------- - - - - -- 0'-4* 1 1. I . C14 TB/FLF-V.10' -2" TB/EL .10' -2 I a J t 5 11 ST1 EXISTING R O O F Q EXISTING TRUSSES # _ 9,_3 1/2" ,- TB/r V.9 -3 1/2' — — — — �— SEE DET- 2 r ST I / ` SEE DET -1 nl N o 1 W 1 � 1 • I Y a- Q _ >n A -- - \ >I PIGGY HACK_ NEW TRUSS wi �` EX ISTING ` NG � E?�CISTING _ a TB/ELEV.10' -2' R OO F op � -... 1 O , _ 2 „ EXIS � 1 � ::.:.,;•::::`:::::::::., a ll TRUSS -------- - - - - -- -- I �9' -3 1 " 1 U) _... /2 1 / 1 '� i \ 1 � • ` 2X PT SLEEPER 1 TS /ELEV.9' -3 1/2' \� • -• � �\ (BY BLDR) / u. o� •\ DETAIL -2 •' „' -5' DETAIL -1 '�- - - - -'' I , HANEFR TYPE Truss / Girder Type of hanger Type to be used 1 1 2 L 3 4 S 6 r-- 7 ) 2' 8 J I1 ( r OSCAR CORRAL, P.E. civil eng.) sign & seal: state of florida regis ation #,12467 date: GRAVITY LOADS ROOF RIM WIND LOADS top chord: live load: Ds f Ps f exposure category: Type C dead load: psf bukring category. Type 11 bottom chord: live load: DO sf 00 sf wind velocity: 146 mph. dead load: 10 sf 00 sf mean roof heighL• 12' - 5' s t o t a l I C3 a d: 55 sf DO sf importance factor. 1.00 - duration factor: 33 00 7 (ASCE 7 -02 per FBC 2004 handling and erection general information shop drawing approval f5uparlor t®`umn av ato r®vtsions contractor: PINNACLE RESTORATION Care shall be exercised at all times to avoid damage through careless handling, storing and erecting. Draping of tru— date app, sses and /or other wood components shall not be permitted. n Approval of this layout is necessary before job address: 90 N.E. 106 ST. MIAMI SHORES FL. Erection brocin shall be installed to hold the truss true and plumb and in safe ''condition until ermanent truss bra — NOTE: All trusses are spaced at 24 O/C unless 3 E p g S fabrication can begin. Please verify all dimensions, STS cony and other permanent components, such as purlins and /or sheating, contribu4ing to the rigi ity of the complete noted otherwise roof structure are m place. truss layout, overhang details, number of trusses, description ADDITION TO FRANCO'S RESIDENCE + 2 Field bracing is not the responsibility of the truss fabricator, truss designer, nor 1 late manufacturer. Persons erecting NOTE: For roof trusses, it is the responsibility of pitch and bearing locations. Trusses will be built professional g y g, q is always required to prevent top— according to this drawing. •� " loll � — ', 07/11/08 TEMM S p a l n n the nd dineenoingdduringserection• and permanent bracing which may be re uir!d in specific applications, as shown the contractor to provide adequate drains model: trusses are cautioned to seek rofessional advice regarding erection brac�n whic • � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � drawing no. g g g at all times to prevent ponding. 8:500 n.w. 58 at. dodo: (305)591- 9918/19 the C the entire construction period, the contractor shall pr means for ode u distribution of loads so that m1ami fla. :331 66 brow®rd. 954 522 -8055 the arrying capacity of each truss, as specified in the engineering drawings, is nt exceeded. approved by date date: 06/30/08 s cal e: 3/16 dr.b TEMM • • ( ) • 1 4 17 6 II� I II' i I I III i II I Ii I J _ CITY COPY I� GENERAL NOTES: 1. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS I COMPLY W /APPLICABLE REQUIREMENTS OF THE 2004 EDITION OF THE REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. FLORIDA BUILDING CODE EFFECTIVE DATE NOVEMBER 1, 2005 SUPPLIMENT S TO THE FBC 2004. LO WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR ARCHITECT, THE CONTRACTOR AND THE OWNER. SPECIFICATIONS). 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO B. FLORIDA BUILDING CODE. LATEST EDITION. OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT C. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH REQUIREMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT OF FLORIDA BUILDING CODE, 2004 EDITION AND ALL OTHER APPLICABLE DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT FEDERAL, STATE, AND LOCAL CODES STANDARDS, REGULATIONS AND LAWS. BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER D. NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. UNDERWRITERS 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL E. WIND LOAD DESIGN (METHOD 2) PER ASCE 7 -02 AS PER FLORIDA CO NTRATO R. RESIDENTIAL CODE 2004 ANS ITS 2005 SUPPLEMENT 84403.9 TILE 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE S.F. THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE 240 PRECEDENT OVER SCALE. LAUNDRY ADDITION 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE 63 JOB UNLESS OTHERWISE NOTED OR SHOWN. MASTER BEDROOM ADDITION 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE S.F. ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A WATER DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT S. F. FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. S.F. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE EXISTING CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL EAST SIDE SETBACK SECTIONS OF THE SPECIFICATIONS. 15' - 0 " 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE SOUTH REAR SETBACK CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR 56' -11 CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS NORTH FRONT SETBACK THAT ARE SHOWN. EXISTING 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED 10' -1" AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF BUILDING HEIGHT ROOF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY EXISTING BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED 7,331 S.F. BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR S.F. AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK 508 S.F. CAUSED BY HIS OPERATION. S.F. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL 5' CONC. WALK DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE N WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, 0' -0" X 20"--0" COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY Z DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL FOR COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND C) PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. (2) CARS 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SH' - BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. Lu 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS w WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE Q APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR 1__ SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY cn DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL w GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER z ACCEPTABLE TO THE OWNER. 16. 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 OWN ER. 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, I � REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. MIAMI SHORES, FLORIDA S 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN LO (2) BEDROOMS (2) BATHROOMS COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE EXISTING ARCHITECT, THE CONTRACTOR AND THE OWNER. EXISTING USE: RESIDENTIAL 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO 1,054 OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT GARAGE A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT 240 DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT TOTAL BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER 1,294 THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. (2) BEDROOMS (2) BATHROOMS 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL 9 CO NTRATO R. PROPOSED USE: RESIDENTIAL SCOPE OF WORK 1) COVERT EXISTING GARAGE INTO A NEW FAMILY ROOM (240 S.F.) 2) RELOCATE EXISTING BATHROOM 3) RELOCATE EXISTING LAUNDRY (63 S.F.) 4) RELOCATE SPRINKLER PUMP 5) A 1 -12 -08 6) MASTER BEDROOM ADDITION (126 S.F.) FRANCO RESIDENCE I � S E MIAMI SHORES, FLORIDA S N LO (2) BEDROOMS (2) BATHROOMS N EXISTING ( N EXISTING USE: RESIDENTIAL PTD DRYWALL 1,054 S.F. GARAGE 0' -1 240 S.F. TOTAL / 1,294 S. F. (2) BEDROOMS (2) BATHROOMS YES 103 BATHROOM PROPOSED USE: RESIDENTIAL TILE 1,054 S.F. CONVERTED GARAGE 240 S.F. LAUNDRY ADDITION - - - - -- 63 S.F. MASTER BEDROOM ADDITION 126 S.F. TOTAL WATER 1,483 S. F. GROSS LOT AREA: 9,138 S.F. DATA EXISTING PROPOSED EAST SIDE SETBACK 14' -11" 15' - 0 " BE REMOVED SOUTH REAR SETBACK 62' -10" 56' -11 50' -0' NORTH FRONT SETBACK 26' -2" EXISTING WEST SIDE SETBACK 10' -1" EXISTING BUILDING HEIGHT ROOF 14' =0" EXISTING LANDSCAPE AREA 7,331 S.F. 7,126 S.F. CONCRETE /ASPHALT AREA 508 S.F. 525 S.F. I I I lei .10101R T i► /:1 I :l T►T1.11 LEGAL DESCRIPTION LOT 1 OF BLOCK 202, . "DUNING MIAMI SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOK 41, PAGE 78, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. EXISTING FENCE EXIST. WATER TO REMAIN V LINE AND METER 75' R �I I � S E D S N LO REMARKS N EXISTING ( N EXIST. PTD DRYWALL 15' 0 SELECTION BY OWNER 0' -1 FAMILY ROOM S TREET WOOD / 5' _____ " S S CK YES 103 BATHROOM TILE TILE EXISTING RES. I RES. WOOD STY RESIDENCE - - - - -- 104 No. 90 TILE I WATER RES. WATE 1 EXI S O I \ 1 11 �I � 0 S E D S N - ca REMARKS N EXISTING ( N EXIST. PTD DRYWALL 15' 0 SELECTION BY OWNER 0' -1 FAMILY ROOM S TREET WOOD SETBACK 49'_ _____ " S S CK YES 103 BATHROOM TILE TILE EXISTING RES. WATER RES. WOOD STY RESIDENCE - - - - -- 104 No. 90 TILE I WATER RES. WATE 1 EXI S O DRIVEWAY TO 1 11 BE REMOVED ® 3 1_091 31- 50' -0' 10' -1 SIDE SETBACK N a 5' CONC. WALK N W NEW N 0' -0" X 20"--0" Z DRIVEWAY FOR C) (2) CARS 24' PARKWAY 121 20' - 0 " 'L N.E. 106 STREET ' " P 0 S E D S � T E PLA REMARKS N SCALE: 1 / 1 6" — 1 ' — O" 30 S-011 i m 1 XI TI A P ` NC \ AFIELD 0� EMAIN m m AREA 0 NEW WORK, L-1 I EXISTING 22_" & 30" BANYAN 0 REMAIN WITH 10 FOOT BARRIER 2 Q DERM TREE COMMENT #1 3 -17 -08 S C, -I FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS 1 101 EXISTING EXISTING EXIST. PTD DRYWALL PTD DRYWALL 8' — SELECTION BY OWNER 102 FAMILY ROOM WOOD WOOD 2' -0" X 6' -8" 3 WOOD WOOD YES 103 BATHROOM TILE TILE WATER RES. WATER RES. WOOD NO NO 104 ROOM LAUNDRY TILE TILE WATER RES. WATE 1 RES. O �i 1O5 11 1 11 MULLION TO MATCH AWNING WINDOW ® 3 1_091 DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STRI REMARKS 1 EXISTING EXISTING EXIST. EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 20 SWING 2' -0" X 6' -8" 3 WOOD WOOD YES NO SELECTED BY OWNER S -1 30 BI -FOLD 2' -0" X 6' -8" WOOD WOOD NO NO ® FRENCH 2' -8" X 6' - 8 " ALUM. METAL YES YES O Cf HORIZONTAL SLIDER MULLION TO MATCH AWNING WINDOW WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS ® EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. ® u k 3 1 2 ALUM. & GLASS AWNING SELECTED BY OWNER S -1 C -'—E i i 6' -0" 4' -4" Cf HORIZONTAL SLIDER MULLION TO MATCH AWNING WINDOW ® 3 1_091 31- 11-2-08A 15 ' , 14 I " 13 9_ 2 ZONNING 1 1 -12 -08 COMMENT # 0 3 -17 -08 102 ; - 126 S. F. - MASTER .BEDROOM 0 � 'ADDITION ELEV. 12.3.3. '' N•GVD' REMOVE EXIST. WALL AND WINDOW 0 EXISTING BEDROOM 101 0 0 CL i F 1O 101 EXIST. A/C O BATH O � 1 CLI 0 V�l ii BLOCK UP WINDOW EXISTING DINING ELEV. 1 NGVD oy EXISTING LIVING ROOM 'T ELEV. 12.33 1 NGVD v 0 � EXISTING BEDROOM 101 I -11 LEGEND D EXISTING WALL NEW EXTERIOR 8" WALL 5/8" INTERIOR GRADE DRYWALL WALL PRbPnSED FLO(2) PLAN SCALE: 1/4 �— O" , 0 * ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL APPROVED * WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION Al-12 I -0 1 1 n, I 1 n,_v„ NEW HOT & NEW HOT & COLD SHOWER COLD INSTANT WATER HEATER NEW 11 -2 -08 NEW STEPS WINDOW A O NEW DOOR E E I 1 N E.W E • - LAUNDRY EXISTING 63:8.F. 104 - KITCHEN 1 1100 101 3 ' .0. 00 NEW O CL R- LOCATED C "' ` NEW HR00 ® ' t NEW A 11 -2 -08 WALL TO BE I 4" 1 \LIVI V VLV .. 240 S.F. 102 a � EXISTING �� "NEW ... � DINING FAMILY ROOM. � 101 �ELEV. 12.33' NGVD. —� R S P `11= 2 -08 ' E H g XISTING I RIVEWAY TO OE REMOVED I 'i DRIVEWAY FdR (2� CARS UNDER SEPArATEI PERMIT ELOCATE EXIST. PRINKLER UMP � EW WINDOW GRES ORIZONTAL LIDER e �ct e co co J QNOw4- jo UI-Z O QFrnN a Y2W -00 arUZ�� Q� Q� �Q1 0 <w 0 W (-) Z J_0w LL V) -1 CI� V) �1 � u Q � � �I 0 Q Z Z J Z Z Z Z J Q J -1®Q i u Cf _ I 0 <w 0 W (-) Z J_0w LL V) -1 V) W Q � � Z 0 0 Q Z Z J Z Z Z Z J Q J -1®Q REVISIONS BY EXISTING EXISTING COLOR THRU TILE NEW ROOF TO MATCH EXISTING OWNER SUBMISSION DOOR WINDOWS ROOF BEYOND 5 -25 -07 „ ROOF ZBA SUBMISSION 14 - PEAK 6-21-07 0 BIDDING REV. O L - - - Q 1 -12 -08 PERMIT COMME T TOP OF Q2 3 -17 - 08 10' - BEAM WINDOWS 11 -2 -08 DIVISION 2 SITE WORK 1. N EW FO OTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED Fr n i l, COMPACTED FILL. 2.FILLUNDER BUILDING :COMPACTED WITH SAND: NOT MORE THAN 10 NEW 2X4 PT WOOD BUCK SECURE TO PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT NEW STRUCTURE „ L CN ACCEPTABLE. W 3X1 4 DIA. TAPCON ©12 O.0 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK 1 /2 / / i °O AND /OR SAND CONTAINING A MINIMUM OF 80 GYP i 1 WALL »FLOOR LARGER THAN WILL PASS THROUGH A 2 /� RING. BOARD 2 - p 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, °' ° 8 "X8" CONC W/1 #5'S INCLUDING DESIGNATED TREES, R OOTS ° ETC. FROM THE ENTIRE SITE. „ - a DOWEL MIN. 6 INTO FOOTING 0 0 0 0 GRADE AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS ,. - -� ° AND CONC. HEADER co UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" 1 /$ AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. GLASS �3 11 - - rn o � LL_ COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL ° � z w r ° 1 -12 -08 aU, °.� U U NO TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE A P�0"0S N 0�T� ELE VAT�O Q��Na APPR OVED MATERIALS FOR SITE GRADING. ° 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON NEW INSECT d _ EXISTING DOOR Y=w -� � U Z STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. 8 a SCALE: 1 / 4 " - 1 ' - O " TO BE REMOVED a � I BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED SCREEN INSTALL NEW WINDOW Lo jjt OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. NEW TO MATCH EXISTING 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 BACKER STUCCO P.S.F. FIN. TO 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT ROD CONCRETE MIN. EXIST. STRENGTH 3,000 PSI. COLOR THRU TILE EXISTING EXISTING +51.0 MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE SEALENT STEEL MIN. STRENGTH WINDOWS FRENCH DOORS -65.8 PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS 60,000 PSI. TO MATCH EXISTING DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN ROOF LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER ROOF TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 14' -0" &PROVIDE GROUND POISONING PER FHA M.P.S. j A UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH ® E T A L, M B o I Al-12-08 1 r SIDES OF FOUNDATION WALLS WHICH ARE NEW. SCALE 3 "= 1 ' - TOP OF �`' I NEW DIVISION 3 CONCRETE AND FOUNDATION BEAM 1 - T - - - - - - - - - - - - - - - HORIZONTAL SLIDER SEE STRUCTURAL DETAILS . .. WINDOW DIVISION 4 MASONRY RY , .. UNITS A.S.T.M C90 -70 GRADE A. g +56. 1. CO NCRETE MANOORY 'I 2. STORE MATERIAL UNDER COVER IN DRY PLACE. _ 56.2 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, N - 00 0 1 =� -08 �D CONCRETE MIN. SLEEVES AND 0 , 3 OTHER ITEMS SPECIFIED ELSEWHERE BUT REQUIRED TO BE FINISH STRENGTH 3,000 PSI. - I • SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT STEEL MIN. STRENGTH FLOOR 2'_p" i BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE 60,000 PSI. A C ° INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE � •I C) ° ►� - ° GRADE 0 HERE BLOCKS CKS A BUTS COLUMNS POURED PRIOR TO LAYING 0 P. COLUMNS, W 8 X12 CONC. W/4 #5 USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. Ld PUTTY 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" ° ° NEW p � 5'... ° aJ 1J BELOW GRADE AND TYPE "S" ABOVE GRADE d ° . NEW 2X4 PT WOOD BUCK SECURE WINDOW GROUT MIX 1 PART CEMENT 3 PARTS SAND :' TO STRUCTURE +54.7 0 S E D SOUTH E W/ 3"X1 /4 "DIA. TAPCON @ 12" O.0 -59.3 2 �' DIVISION 5 METALS , 1. TRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A ° SCALE : 1 /4 9 - 1 - O 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL 4- Q n SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED 4 ASPHALT PAINT ON EACH SURFACE. �` ' 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR EXISTING APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. ' NEW WINDOWS 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO _ 1 /2" ROOF WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND GYP.WALL 14 - 0 PEAK ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. BOARD DIVISION 6 CARPENTRY I 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN NEW 5/8" STUCCO TO NEW `�`� TOP OF APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. MATCH EXISTING �� CAULKING 10' -2" BEAM STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS - NEW - - - - - - - - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM 1/8 I EXTREME FIBER STRESS IN BENDING. NEW 2X4 PT WOOD BUCK SECURE GLASS TO STRUCTURE W/ 3"X1 /4" DIA. 57 2. FURRED SOFFITS: TAPCON @ 12" O.0 N A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER o0 ANCHORED TO MASONRY AT 4' -0" MAX. T � L �� HEAD • • , ' . ; . • • �' : • FINISH ® E B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 2 2' -p" FLOOR 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, - SCALE: "= 1 ' O " - - NEW - - - - - - - - - - - - - - - - - - - - TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD 3 - �� ; . 7�/C , „ SPECIFICATIONS C1 -72, AND CS -72 1 0- GRADE 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 X N 5. ROUGH HARDWARE. ANCHORS, SPIKES, NAILS, BOLTS, FREE FROM ALL PHYSICAL DEFECTS. • ETC. GALVANIZED NEW FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE EXTERIOR SCALE: / 4 " = 1 ' - O . FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. INSECT ', NEW SCREEN ( �I 1/8" NEW EGRESS V) METAL WINDOWS: I I GLASS WINDOW W A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS NEW i I III HORIZONTAL EXISTING US A2 - HP. BACKER I I III NEW SLIDER +51.6 WINDOW B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P ROD MARBLE -56.2 ROOF #ASA- 234 -1; CODE 29 -1, A.A.M.A. AND ILL 14' -0" � Z C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. SEALENT Z D. FRAMES AND SASH SECTIONS: MINIMUN .062 THICK, 6063 -T5 NEW 2X4 PT ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. I ® J E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE NEW WOOD BUCK ''� TOP OF (n Q SECURE TO - > (- REQUIREMENTS AS ESTABLISHED BY A.A.M.A. SLOPE II :: ' 10 -2 BEAM STRUCTURE 1 -2- 08 • .14 � 1 �;• •• � W DIVISION 9 FINISHES: MATCH EXISTING NEW 5/8" STUC I I / 3 "X1 /4 "DIA. 0 :. \ TAPCON ® 12 I- 0. C �. I� 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING I I I. w w B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. �I p ° v I i I I I W ® O C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON I ) I , 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. CONCRETE MIN. l ° "x8" C0NC. W/1 #5's „ S STRENGTH 3,000 PSI. MIN. 6" PENETRATION _ FL00 # R, I'I I'I I'I I'I 0 STEEL MIN. STRENGTH _ _ _ DRAWN 2. DRYWALL INTO JAMB CONC. BOTH 'I S I I .,, ., x 1 M.M. .�,� -:�� T.. , , I SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH 60,000 PSI. �: 1 I 1 ( 1 I I CHECKED ,- SIDES , MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES ' M.A.C. AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH DATE MANUFACTURER SPECIFICATIONS. 3 ® E TA�L S 0 L L NEW WINDOW NEW DOOR 5-21-07 3. PAINTING: - SCALE : 3 " = 1 ' - O " +54.7 +54.4 SCALE - 59.3 - 57.1 As SHOWN A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR .JOB NO. EXTERIOR PAINT AS APPLICABLE. O7 SHEET P'R O 'F��j 0 S E D WEST E LEVAT n. A 2 SCALE: 1 /4" - 1 ' -O" `�' OF 2 SHEETS f i I I I i 4 I I ERMIT Miami Shores ViNage APPROVED By DATE i ZONING DEPT BLDG DEPT 'f. _�' SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULA 11ONS t J Lu� !I' I n ti i ' I GENERAL NOTES: 1. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SC OF WORK COMPLY W /APPLICABLE REQUIREMENTS OF THE 2004 EDITION OF THE FLORIDA BUILDING CODE EFFECTIVE DATE NOVEMBER 1, 2005 SUPPLEMENT ) TO THE FBC 2004. 1 COVERT EXISTING GARAGE INTO A WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: NEW FAMILY ROOM (240 S.F.) 2) RELOCATE EXISTING BATHROOM A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). 3) RELOCATE EXISTING LAUNDRY (63 S.F.) B. FLORIDA BUILDING CODE. LATEST EDITION. 4) RELOCATE SPRINKLER PUMP C. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH REQUIREMENT OF FLORIDA BUILDING CODE, 2004 EDITION AND ALL OTHER APPLICABLE 5) 1 -12 -08 FEDERAL, STATE, AND LOCAL CODES STANDARDS, REGULATIONS AND LAWS. D. NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 6) MASTER BEDROOM ADDITION (126 S.F.) E. WIND LOAD DESIGN (METHOD 2) PER ASCE 7 -02 AS PER FLORIDA RESIDENTIAL CODE 2004 ANS ITS 2005 SUPPLEMENT R4403.9 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. FRANCO RESIDENCE 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE MIAMI SHORES, FLORIDA JOB UNLESS OTHERWISE NOTED OR SHOWN (2) BEDROOMS (2) BATHROOMS 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE EXISTING USE: RESIDENTIAL 1,054 S.F. ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A GARAGE 240 S.F. DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT TOTAL 1,294 S.F. FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK (2) BEDROOMS (2) BATHROOMS 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE PROPOSED USE: RESIDENTIAL 1,054 S.F. CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL CONVERTED GARAGE 240 S.F. SECTIONS OF THE SPECIFICATIONS. LAUNDRY ADDITION 63 S.F. MASTER BEDROOM ADDITION 126 S.F. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE TOTAL 1,483 S.F. CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS GROSS LOT AREA: 9,138 S.F. THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED DATA EXISTING PROPOSED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF EAST SIDE SETBACK 14' - 11" 15' - 0" SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY SOUTH REAR SETBACK 62' -10" 56' -11 BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED NORTH FRONT SETBACK 26' - 2 " EXISTING BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR WEST SIDE SETBACK 10' - EXISTING AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. BUILDING HEIGHT ROOF 14' -0" EXISTING 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS LANDSCAPE AREA 7,331 S.F. 7,126 S.F. SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL CONCRETE /ASPHALT AREA 508 S.F 525 S .F. DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY PATIO AND WALKWAY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. 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 LEGAL. DESCRIPTION COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR LOT 1 OF BLOCK 202, DUNING MIAMI SHORES SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL ACCORDING TO THE PLAT THEREOF AS RECORDED COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND IN PLAT BOK 41, PAGE 78 OF THE PUBLIC RECORDS PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE OF DADE COUNTY, FLORIDA CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR EXIST. WATER CONDITIONS THAT ARE SHOWN OR NOTED. EXISTING FENCE TO REMAIN LINE AND METER 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL _ _ _ _ 75� R BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. I � 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN - ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. I I ^� Ln 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. �� mm 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN I °, xi rl Prlc EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS I 1 A`N OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER - \ \ /FIELD ' I I L� CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF Iii I SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER �j \ PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO I i EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL , 1 AREA O ff MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR / NEW WORK I—I SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER N I wI I N SEPARATE CONTRACT BY THE OWNER. ? I --- - - - - -- 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS w i 15 0' - - - - -- ' -1 WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE Q S TREET SETS CK '- H S S CK APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY V) I EXISTING DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL r STY RESIDENCE ---- -- ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL w No. 90 GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER z ACCEPTABLE TO THE OWNER. EXI S I 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS DRIIVEWAY TO BE REMOVED 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 50 , ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SIDE SETBACK - -� 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT - �C� ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS ONE. WA AND SPECIFICATIONS. N w 1 11 ,� 11 N 0 -0 X 20 0 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. D �IVEWAY (2) CARS 0 24' PARKWAY 19. 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. 20. 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. N.E. 106 STREET 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER P FR C. )" F "" 0 S E D THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL S � T E P L A N CONTRATOR. SCALE: 1/1 6" =1' -0" FINISH SCHEDULE M K AREA FLOOR BASE WALL CEILING H T. REMARKS 1 01 EXISTING EXISTING EXIST. PTD DRYWALL PTD DRYWALL 8'-0": SELECTION BY OWNER 1 02 FAMILY ROOM WOOD WOOD 2' -0" X 6' -8" 3' -0" WOOD WOOD 1 03 BATHROOM TILE TILE WATER RES. WATER RES. WOOD WOOD NO NO 104 �� LAUNDRY ROOM TILE T I LE WATER RES. WATE RES. YES 0 LL 105 J ® cn l HORIZONTAL SLIDER L MULLION TO (MATCH AWNING WINDOW i DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS 1 EXISTING EXISTING EXIST. EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 20 SWING 2' -0" X 6' -8" 3' -0" WOOD WOOD YES NO t^ JOQ 30 BI -FOLD 2' -0" X 6' -8" 4 1 -4 11 WOOD WOOD NO NO p , p u ® FRENCH 2' -8" X 6' -8" ALUM. METAL YES YES 0 LL to J ® cn l HORIZONTAL SLIDER L WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESC IPTION EMARKS ® EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. E C 46 07 EXIST. ® 3' -0" 3' -0" 3 S -1 1 S -1 2 S -1 ALUM. & t^ JOQ SELECTED BY OWNER © 5 1 -0 11 4 1 -4 11 OL Li p , p u <w co 0 © �_ 60 >_ 4 4 LL to J ® cn l HORIZONTAL SLIDER L MULLION TO (MATCH AWNING WINDOW 15' . 1 . . 11 2 Q ZONNING COMMENT #1 3-17-08— EXISTING 22" & 30" BANYA 0 REMAIN WITH 1 FOOT BARRIER 2 0 DERM TREE COMMENT #1 3 -17 -08 TREE APPROVAL GRANTED PROVIDED THAT NO SPECIMEN - SIZED TREES (TRUNK DIAMETER GREATER THAN OR EQUAL TO 18 INCHES) ARE R MOVED, IN WHICH CASE A TREE REMOVA PERMIT � IS BEhUJR�D• '), i \ 1 i ' -11 i 13 1_1099 \ ! 2 v / 1� 1 -12 -08 0 102 126 S.F. - MASTER .BEDROOM' - ADDITION ca ELEV. 12.33. D' NGV A A A O F I Y O O BLOCK UP - -T -- ------------- WINDOW - -L -- - -- -------- L - -- Z REMOVE EXIST. WALL AND 101 WINDOW EXISTING DINING ELEV. 11.8;1' NGVD 0 EXISTING BEDROOM 101 0 0 — - ===i -- CL. F(D 0 EXIST. A/C O BATH O � O CL1 101 EXISTING LIVING ROOM ELEV. 12.33 ' NGVD 0 ►0 EXISTING BEDROOM 101 LEGEND O EXISTING WALL NEW EXTERIOR 8" WALL rmsms /m�.x./15/8" INTERIOR GRADE ' DRYWALL WALL NONE 0 EDN I - = SCALE: 1/4 t 1 50' * ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL APPROVED * WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION Al-12 1 _11 1 .. IS NEW HOT & NEW HOT & AREA OF COLD SHOWER COLD INSTANT NEW WORK WATER HEATER NEW NEW STEPS WINDOW ® NEW DOOR O Goo 0 0 ( I ;� Lul.j L WID 1 A. N E•W . 0 LAUNDRY 104 4 EXISTING 63:8.F. • 0 - =� KITCHEN 101 00 > (dE. C� • 103 0 0 NEW RELOCATED © ` HR00 • 0 vUj WALL TO BE I 4 REMOVED 240 S.F. • g 102 EXISTING .. NEW DINING '•FAMILY ROOM. \ 101 ELEV. 12.33' NGVD i "1 -12- 08 MIN III c F_ � XISTING RIVEWAY �f0 OE REMOVED '- " NEW 20' -0" X 20 '_ oil DRIVEWAY F�R (2� CARS UNDER SEPA�ATEIPERMIT �I on RELOCATE EXIST. SPRINKLER PUMP � NEW WINDOW EGRES HORIZONTAL SLIDER i c co co J W (D mo�� ac - r Q�10 W4- QpiCD�a Y S W — Qof z QNn Q N Ln DRAWN M. M. cn CHECKED C) W L� L Q Z Lj AS SHOWN 0 j. 07 l I SHEET Z z J Q JOQ OL Li p , p u <w co 0 0 0(11 -®W LL to J ® cn l Z L L_ �I 0 >5� I m DRAWN M. M. cn CHECKED M.A.C. W DATE Q Z AS SHOWN 0 Q 07 Z SHEET Z z J Q JOQ OL 0 <w 0 J -®W LL to J DRAWN M. M. CHECKED M.A.C. DATE 5-21-07 SCALE AS SHOWN JOB N O. 07 SHEET A o �I OF 2 SHEETS COLOR THRU TILE REVISIONS BY EXISTING EXISTING TO MATCH EXISTING NEW ROOF OWNER SUBMISSION DOOR WINDOWS ROOF BEYOND 5 -25 -07 ROOF ZBA SUBMISSION 14 - off 6 - 21 - 07 BIDDING REV. O Q 1 -12 -08 L - - - - - - - - - - - - - •- I TOP OF 10' -2" BEAM DIVISION 2 SITE WORK ?.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED r COMPACTED FILL I I I I I I r 2.FILLUNDER BUILDING :COMPACTED WITH SAND: NOT MORE THAN 10 NEW 2X4 PT WOOD BUCK SECURE TO - - - - - - - - - PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT NEW STRUCTURE I' _ _ _ _ _ _ :. { N ACCEPTABLE. 1 /231 W/ 3 "X1 /4 "DIA. TAPCON @ 12" O.0 I I I 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK GYP. I I ao I . AND /OR SAND CONTAINING A MINIMUM M OF 80 WALL {: I FINISH LARGER THAN WILL PASS THROUGH A 2 RING. BOARD I. I 2 Off FLOOR 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, 1 ° °a 8 "X8" CONC. 4 W/1 #5'S I :. INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. ° 0 ' -0 " GRADE co D D AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL AND ALL AREAS DOWEL MIN. 6 INTO FOOTING co 0 0 ' 1/8" �= c AND CONC. HEADER J W � UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8 AND AS OTHERWISE R TO REMOVE STUMPS, ROOTS, ETC GLASS ,� m o � o COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITI MATERIALS FROM SITE AN D STOCKPILE O N O En i °'' 1 1 -12 -08 a p o W APPROVED MATERIALS FOR SITE GRADING. nSE D NO" E LEVAT� NEW .:..:. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON "" EXISTING DOOR Y =w -�o INSECT STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. SCREEN ' - 8 SCALE: 1 / LI- = 1 - O TO BE REMOVED Q N Al BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED NEW STUCCO r "' INSTALL NEW WINDOW Lo TT ,. OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. TO MATCH EXISTING 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 BACKER P.S.F. FIN. TO 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT ROD MATCH CONCRETE MIN. MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE AND EXIST. STRENGTH 3,000 PSI. COLOR THRU TILE EXISTING EXISTING +51.0 PERCENT 95� OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS SEALENT STEEL MIN. STRENGTH TO MATCH EXISTING WINDOWS FRENCH DOORS -65.8 60,000 PSI. DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN ROOF LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER ROOF TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 14'-0" &PROVIDE GROUND POISONING PER FHA M.P.S. - UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH ® ETA I L J ° I 1� 1 - 12 - 08 SIDES OF FOUNDATION WALLS WHICH ARE NEW. 1 I - �� TOP OF ''� : ' '. , •. . •'• . I NEW SCALE: 3 1 - O BEAM HORIZONTAL DIVISION 3 CONCRETE AND FOUNDATION 10 -2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ of: SEE STRUCTURAL DETAILS) - SLIDER I .. WINDOW DIVISION 4 MASONRY 1. CONCRETE MANOORY UNITS A.S.T.M C90 -70, GRADE A. © I O +51.6 2. STORE MATERIAL UNDER COVER IN DRY PLACE. -56.2 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, Cj I 00 I ' "7 SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE CONCRETE MIN. FINISH 3' SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT STRENGTH 3 000 PSI. FLOOR 2' -0" I W BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE STEEL MIN. STRENGTH . 60 PSI. . • C INDICATED. DO NOT USES BLOCKS ABUTTING CONCRETE COLUMNS, UARE END pp pp ° A Q •I c - S COLUMNS POURED PRIOR TO LAYING . GRADE 0 0 ... WHERE BLOCKS ABUT .,. D D USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. , 8X12 CONC. W/4 #5 S 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 NEW W 1/2 PARTS SAND. ASTM C-270 AND ASTM C -90, USE TYPE "B" : °'.�: ° ° a WINDOW �! �l BELOW GRADE AND TYPE S ABOVE GRADE. ::,•; d NEW 2X4 PT WOOD BUCK SECURE FFD FED GROUT MIX 1 PART CEMENT 3 PARTS SAND. c TO STRUCTURE +54.7 0 P 0 S E D Sn� UTF�l E W/ 3X1 /4 DIA. TAPCON @ 12 O.0 _59 2 ° DIVISION 5 METALS -- :±�;: SCALE • 1 /4 � 1 , _�„ V) 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A a 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL 4- SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. = EXISTING 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. '. " WINDOWS NEW 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO = 1 /2" WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ROOF PEAK ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. GYP.WALL 14' -0" BOARD o_ DIVISION 6 CARPENTRY I I 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN NEW 5/8 STUCCO TO �) NEW ' TOP OF APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY MATCH EXISTING I CAULKING " BEAM STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN �I 10 -2 Z 75� SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - I - - _ - - L LL_ < ATEST EDITION STRUCT FRAMING MEMBERS TO 1,200 PSI MINIMUM NEW - - EXTREME FIBER STRESS IN BENDING. NEW 2X4 PT WOOD BUCK SECURE /8» TO STRUCTURE W 3 "X1 4" DIA. GLASS 2. FURRED SOFFITS: TAPCON @ 12" 0.0 A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT N 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER 00 B. FOR LOCATION AND EXTENT E ' OF FURRED AREAS, SEE DRAWINGS. 2 ® T A I L Q) H EAD FINISH ,. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, 2'_p" FLOOR I TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD - SCALE : 3 � = 1 - O „ = - : . 0 SPECIFICATIONS C1 -72. AND CS -72. 1 0 GRADE A. 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 S T N EAST ELEVAT�nN FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED NEW FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE EXTERIOR SCALE: 1 / 4- = 1 -0 99 FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. INSECT NEW SCREEN 1 id 1/8 " NEW EGRESS (n METAL WINDOWS: { I GLASS WINDOW W A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS NEW I I VI HORIZONTAL EXISTING US- A2 -HP BACKER I NEW SLIDER WINDOW -56 MARBLE . B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. ROD +56. 2 ROOF O #ASA- 234 -1; CODE 29 -1, A.A.M.A. AND C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. SEALENT ILL 14' w 0" PEAK z D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 - T5 O ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. NEW 2X4 PT WOOD BUCK _ r• . E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE NEW : ' REQUIREMENTS AS ESTABLISHED BY A.A.M.A. SLOPE II SECURE TO TOP OF V) Q 1 fl STRUCTURE = �'' .. 1 p -2" BEAM - j NEW 5 8" STUC I I / 3X1 /4 DIA. (�,J DIVISION 9 FINISHES: / X , » © Q MATCH EXIS G f� TAPCON @ 12 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING O.0 B. STUCCO ON MASONRY: 5 8" THICKNESS IN TWO COATS. °° I _ W W C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON I. EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. ° I ' I I ' D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH 1 ON FRAME CONST. TO MASONRY CONST. CONCRETE N x8 CONC. W/1 #5 s I , I I ,I I. I Q' FINISH STRENGTH 3,000 PSI. ° MIN I I I' I I I I' I " FLOOR 6 PENETRATION ... - . � 2 0 ORa,wN 2. DRYWALL: STEEL MIN. STRENGTH I I ` INTO JAMB CONC. BOTH s- I' I m M.M. WITH DRYWALL IN ACCORDANCE 60,000 ( {• 1 (1 I. I •' SUPPLY AND INSTALL GYPSUM PSI. �I SIDES .. MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES 0 0 GRADE C l i �cKEo ivi . A. C. Q AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH NEW WINDOW GATE SPECIFICATIONS. MANUFACTURERS 3 DET SIL NEW DOOR 5 -2i -o7 SCALE 3. PAINTING - SCALE: 3" = 1 .4 -O" +54.7 +54.4 As ALE A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR - 59 .3 - 57.1 JOB NO. EXTERIOR PAINT AS APPLICABLE. ; J ` 07 I F SHEET �{ I�['n�OS W ELE VAT�ON.l� , � I � A 2 SCALE: 1 / 1 ` ° O 95 , ' OF 2 SHEETS A . i i I REVISIONS BY I OWNER SUBMISSION 5 -25 -07 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications CONCRETE BLOCKS Shall conform to the latest standards of Florida Building Code. All load bearing wall shall be ZBA SUBMISSION drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be 6- 21 BIDDING REV. with work. Contractor shall comply with all the provisions of the Florida Building Code 2004 edition & Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor 2& 1 -12 -08 specifications. Coordination of the work of all trades structural, discontinuous end of all to reinforcing, shall be hooked. Provide 2- 5 5 -0 long bent in the w 2005 supplements &the ACI 31 S 02 speclfl ( All discon p g, # 9 { shall provide opening at the bottom of reinforced masonry unit at each level for / PP P P 9 Y inspection. P plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure middle) corner bars at all corners. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry is contractor responsibility. No additional payments shall be made to the contractor, for the Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression walls @ 16" c.c. Extend wires 4" into concrete columns. contractor's failure to correct conflicting field conditions after the structure has been erected. members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" The engineers shall not be responsible for, nor have control or charge of construction means. the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, marked on foundation plan TC -1 Methods sequence, or procedures, or for safety precautions and programs. All change orders must scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per be signed and approved by the owners prior to approval by the architect and/ or engineer. #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: » CONCRETEMinimum compressive strength for all structural concrete shall be as follows (unless otherwise Columns . . . . . . . . . . . 1 1/2" Grade beams . . . .3" column reinforcing detail. Splice length for these reinforcing shall be minimum 30 . specified on the plan) Beams . . . . . . . . . . . . 2" Slab. . . . . . . . . .1 SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete Beams . . . . . . . . . . . . . . . . . . 3000 PSI @ 28 days cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, Columns 3000 PSI @ 28 days PRESUMPTIVE CAPACITY OF 2000 PSF BASED electrical, mechanical shall be coordinated with related plans. Slabs . . . . . . . . . . . . . . . . . 3000 PSI @ 28 days PREPARATION OF A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS ON VISUALLY INSPECTION. WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material All structural concrete . . . . . . . . . 3000 PSI @ 28 days FOUNDATION BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN IF A BEARING CAPACITY OF LESS THAN shall be used where wood is in contact with concrete. Lumber grade and species for roof Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply OBSERVED AND THE FOUNDATION CONDITIONS ARE 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL trusses shall be determined by truss fabricator. with ASTM C -33 and the FBC2001 HVZ. Aggregate shall be clean and well graded SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. BE NOTIFIED BEFORE PROCEEDING WITH WORK. EO with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing ' W t° J 1 manufacturer's printed direction and shall be free of calcium chloride. laboratory. Contractor shall submit all test result to engineer. -Cnv°�° a Cn 4- U I— Z D-' Cq O QL a YSLd Q of COLUMN SCHEDU TOP STEEL: CLEAR COVER BOTTOM STEEL: CLEAR COVER HIGH ROOF DESIGN WIND PRESSURE Lo FOUNDATION S C H E D U L E BEAMS . SLABS 1" BEAMS 2" SLABS 1." _ ... ...... ... SLABS ON GRADE . . .1." SLABS ON GRADE ... ZONE GROSS UPLIFT NET UPLIFT WALL PRESSURE " " 8 X8 CONCRETE COLUMN FOOTING . 3 FOOTING 3 TC - MARK SIZE REINFORCING REMARKS (P.S.F.) (P.S.F.) (P.S.F.) W/1 #6 IN FILLED CELL WF -1 12" X 16" 2 #5 CONT. E � I XISTIN CONT. SIZE OF REINFORCING BAR Q1 (NEGATIVE) -47.6 -37.6 _ 8"X12" B - BOTTOM BAR SPACING CENTER TO CENTER (NEGATIVE) -74.9 -64.9 CONCRETE - Q2 TC- COLUMN W/4 #5 CONT. AND W F -16 12" X 16" 2 #5 CONT.& #4@48" C.C. S.W. CONTINUOUS Q3 (NEGATIVE) -114.3 -104.3 - # 3 TIES @ 8 O.C. C - TOP BAR OVER SUPPORT LOCATION OF BAR OVERHANGS (NEGATIVE) -122.8 -107.8 - � " 4 5 S — ONCONTINUOUS END 4 10 B 4 8 X12 CONC. COLUMN W/ ' # E TOP BAR AT N / —� 0 (FIELD NEGATIVE) - - -59.6 T. AND 3 TIES @ 8 O.C. -�- _ _ C -3 CON # „ � �� Q (CORNER NEGATIVE) - 68.8 AND 3 DOWELS @ 12 O.C. INTO TYP STEEL SLAB S i # lo, lo, _1 .*1 i 11 � EXISTING COLUMN (POSITIVE) - - 54.5 DOWELS SHALL BE EMBEDDED ,� �� ( D � � �� 3 W /HILTI HIT HY150 EPDXY SYSTEM n 2� O 4 CONNECTORS SCHEDULE of ® 0 BEAM SCHEDULE 0 DESIGN ALLOWABLE I\ I SIZE ELEV. REINFORCING #3 STIRRUPS E. END UNIT TYPE NOA # NAILING UPLIFT UPLIFT I I MARK REMARKS $ _ 174 a - 48 ft INCHES TOP A B D C E NO. SPACING INCH ❑1 USP - TAPL -16 1246# 1350# 02- 0102 -03 11 -16D NAILS TO TRUSS lO Q > 10^ n =12.0 ft ROOF ZONES ❑2 2 -USP RT -24 1530# 2040# 01- 0912.05 18 -16D TRUSS / � < so A 'mil TB -1 8X12 2 # 5 2 # 5 4 @ 8 " C.C. & 12 " C.C. 3❑ USP RT -24 450# 1020# 01- 0912.05 11 -10D INT TRUSS TB -2 8X16 2 # 5 2 # 5 @ 6" O.C. 4 USP RT -24 450# 1020 01- 0912.05 11 -10D INT TRUSS AND 3 3/16 0 TAP CONS � 0 INTO TIE BEAM NOTE: PROVIDE #3 STIRRUPS 4 @ 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE TIE BEAM. IL_ lJl PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM V) THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". N � 14 9- 6 $p U 728# 3 - 6 6 - , _ G 550# 11 'lam 0 1 Tc -1 rc - 7 U 450# 0 O c- G 440 ICI 0 — = t — — — = -- # �� ;N # BAR DOWEL @ I_ _ � JI f _f I T I 12" OC. INTO -I--C� T6 - 1❑ �--�, E) - EXISTING T.C. 0 I WF 16 O TC -1 I � - � I w I I I I I I I m co ' 1 1 -12 -08 WI EPDXY GROUT .N _ I w .a r I 1 I ,- 1� -12 -08 1 NEW 4 CONC.. SLAB. WITH I. (1YI-ICAL) C m .6„X,6„ W1.4XW1 -. 4 W: W. F. rc -, w � I _ U 600# N Tc -, �• I EXIST. 4" CONC. _ I I m .� G 440# 11 :. EL V. 1.2.33 N.GVD. — - - -- ---- - - - - -- •, •... , „ •, SLAB W 1 0 1_ 1! 1_ 1! ! 11 1 I ~ ~ I I- - - U 450# 1, /# ICI I I I I I I - - - - -- --- - - - - -- GA. 6 X6 MESH -1-� -- I ; 4 — G 44O 1 . 11 •. _ TB 1 # L r100000 WF_ 1 c�- TC- Tc 1 � I I I 1 -4 I I TB I I 2 -- - - - - -- - -- I I - -- - - - - - -- -- - t 5� c � . T 1 4 TB TC -1 WF -1 c -, EXISTING 0 0 LJ I— WF -1 o WF 16 ,.� I I TB I EXIST. 4 CONC. SLAB z o v I � I I -i I I l I 1 w a o IL I oo I I ❑ m af REMOVE EXIST. o N w � I I U 728 I j I I I I I L >5� NEW 2 "X8" @ —I I I # I I I I ____ _ I I WALL & WINDOW x I I I G 550# I _ _ — _ I BLOCK UP cv I I 16 O.C. ROOF I I I I __�[_$__ _ - U 785# G 1210 • EXISTING � � � �- _, JOISTS # rc I------------- - - - - -- I l l T I. 'A _ � F - 1 II I- - - - - - - - - - - - - - - - - - - - -J rc 1 ^ I EXISTING WF -1 WF -1 a TB 2 �, o. I I j I 0 r�! o 0 2X10 JOIST @ 12 OC. v I I a _ I I I I I I I I I— . ; ;. m rc 1 I : I't Of O O 4 — — — — II a N N WALL TO E I I �I ID L�- REMO D tw 4" CO C. SLAB I I I PRE - ENGINEERED ROOF _� @ EXISTING RESIDENCE @ TC X6 " kl1.4XW1'.4 W. W', F. TC - 1 I I TRUSSES @ 24 O.C. ELEV. 12.33 NGVD 0 I4 a I I W/5/8" PLYWOOD SHEATING & 10d NAILS @ 6 O.C. zo Z EXIST. 6i CONC. FL I I � r t-om 1=� ^I I I INTERIOR & 4" O.C. X x o 1 a I I I BOUNDARY X �`' X �' S EW � . � II N N FAMILY ROOM °• I I 1 1 W Ln L WF - ELEV. '12.3 NGV I I I ao I I rc -1 TB -- - - - - -- -� I I Z 0 EXISTING a a I I I I - - -- - - - -- ------------ - - - - -- _ II 2 "X10" JOIST @ 12" 0C. a I I I I I I I I J W i L rc- 0 rc- I I I I I I I J _ - ] �:-- -- r•• TERMITE STATEMENT I I I I I L_ TB _J I Q WF -16 ® - � -. � �i l II CONC. SLAB /FOOTING SHALL I WF -1 '- ' REST ON 6 MIL. VAPOR BARRIER I I I I O W EXIST. 4" CONC. I L_ TB J U W ON CLEAN, PRE — CONSTRUCTION I ---------- - - - - -- I 1 -12 -08 SLAB W / #10 IL ------------- - - - - -J LL_ V? C� „ a 1 -12 -08 SUBTERRANEAN TERMITE TREATMENT GA. 6X6" MESH AND WELL – COMPACTED FILL EXTENDED 5-0" BEYOND BLDG. FOOTPRINT AS PER FBC 1816.1.7 DRAWN A CERTIFICATE OF COMPLIANCE t1.1t1. SHALL BE ISSUED TO THE BUILDING CHECKED M.A.C. DEPARTMENT BY THE LICENSED DATE PEST CONTROL COMPANY THAT 5 -21 -07 CONTAINS THE FOLLOWING STATEMENT ED A. LANDERS P.E. ALE As S HOWN FOR THE PREVENTION OF SUBTERRANEAN FDOPOSED STRUCTURAL ENGINEER JOB NO. PROPOS 07 TERMITES. TREATMENT IS IN ACCORDANCE 7850 N.W. 146 STREET FO U N DAT �O N P L/� N WITH THE RULES AND LAWS ESTABLISHED � � SUITE 509 FL. 038398 SHEET � BY THE FLORIDA DEPARTMENT OF „ , „ MIAMI LAKES, FL 33016 S SCA 1/4 .9.9 = 1 — O AGRICULTURE AND CONSUMER SERVICES SCALE: 1 /4 = 1 (305) 823 - 3938 OF 2 SHEETS .2 i I REVISIONS BY ONER ROOF SHEATHING NO TE : 5 25- 07 EMISSION EXISTING ZBA USE 5 8" PLYWOOD SHEATING 6-2 SUBMISSION BEAM EXIST. PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE 6 -2, -07 TO REMAIN IN PLACE CONNECTED TO TRUSSESS W 10d N „ @ 6" O.C. INT. & 4" O.C. BOUNDAR (1) #4 TYP. #6 DRILLED 6" INTO EXISTING &SET WITH EPDXY GROUT (TYP.) \ \ \\ N'S NEW 4 CONC. SLAB $» EXISTING COLUMN (TYP.) \\ \ W /6x6- W1.4XW1.4 WWF NEW 8" X 12" CONC. //. ON 6 MILL VAPOR BARRIER COLUMN �r 3 W/ 4# 5& \ \\ o \ \\ ON WELL COMPACTED FILL. 3 TIES @ 12" C.C.. #5 @ 12 /\ \\ COLUMN REINFORCING EXISTING #5 @ 24 C.C. DRILLED R -30 INSULATIO \\ \ \\ \` NOT SHOWN FOR $" " FLOOR / // // // , 6 INTO EXISTING W/ \ / \/\ ALL CELLS BELOW GRADE CLARITY. „ SHOULD BE FULLY GROUTED EPDXY GROUT OR INTO UPS RT24 @ 4 -0 O.C. Je w ,� FILLED CELL AT EXISTING T - \� 1 #6 VERTICAL REINFORCING IN MASONRY WALL. Quo GROUTED CELL @ 48” C.C. (TYP.) q ".C) cqo EXISTING �� a w i- En a FOOTING \� \\ ` \ 1 /2" GYP. BD. OVER 1 x Y = z - co < U /� NEW 12 "x16" CONT. CONCRETE WD. FURRING @ 16" O.C. EXIST ROOF a COMPLIES WITH SEC. 104.2(C) \ / FOOTING W/ 2 #5 CONT. REINF. EXISTING ROOF OVERHAN OF SFBC. SUPPL. 3 & #3 @ 18 C.C. SHORT WAY. TO REMAIN EXISTING TIE BEAM EXIST. MASONRY WALL 1/2" GYP. BD. OVER WD FURRING CONNECTING TYP L DET AND R -5 INSULATION I I CA I� � � � ® � � � � � � � "PIGGY- BACK" TRUSS DETAIL EI LLED CEEE ( NEW 3 TO E E O ST ® C" LU M N EI NE® TO EXIST® STAIR DETAIL SECTION 1 2 S 2 NTS _ s -2 SCALE 3 4 -1 - 0 s -2 SCALE 3/4 = 1' -0" 6 E XIST./NEW R OOF S -1 SCALE :3/4" = 1 ' - O " 2 "X BLOCKING 2 "X6" RAFTER @ C) 24" O.C. ATTACH RAFTER TO CONC. BEAM W /USP TAP L16 USP RT 24 AT FINISH ROOF TO BE NAILED, METAL CONNECTION ROOF SHEATHING NOTE EACH RAFTER MUD GLUED, OR CLIPPED OVER USE 5/8" PLYWOOD SHEATING 0 HOT MOPPED FELT ON 30# TIN PLYWOOD ROOF SHEATING SHALL BE TAGGED FELT ON 5/8" EXT GRADE CONNECTED TO JOISTS W /8d NAILS n CDX PLYWOOD ATTACHED W /10d COLOR -THRU FLAT @6 C.C. ALONG PLYWOOD BEARING, III S AT 4" O.C. AT PANEL 6 "C.C. ALONG EDGES & 6 "C.C.@ COMMON NAILS TILE TO MATCH EXISTING EDGES AND 6" O.C. AT INTERMEDIATE INTERMIDIATE SUPPORTS. SUPPORT (STAPLES NOT ALLOWED) SHOP USPUH26 2 "x8" @ 16" O.C. ATTACHED M�N 3"X 3" 26 GA. TO WALL W /TAP16 DADE NOA METAL DRIP W/ 02- 0102.03 "� 1 X2 PT. NAILER RAFTER SEAT Qo CONT. o o l o l 00 00 00 1 0 1 : 0 WOOD FASCIA NAILED 3 0 .. •: �> 3 3/16 � � TAPC NS � 4" O.C. TB- s• o ° X 3 26 GA. INTO EXIST. TIE BEAM METAL DRIP W/ " WOOD FASCIA BOARD 2 X (RAK EXISTI 1"X2" PT. NAILER - TO MATCH EXISTING NAILED TB 1 RAKED CONT. ;. 4" O.C. 1"X4" P.T. FIRE STOP EXISTING �z Ld TIE BEAM PAINTED WOOD FASCIA TO REMAIN NAILED 4' O.C. '•° .' STANDARD HOOK „ : � -'• NEW 1"X4” P.T. 6 EMBEDMENT (2) #5 CONT. FIRE STOP LL Q SOFFIT TO MATCH EXIST. TB -1 END BRACING AT 6" '- " DRILL & EPDXY TB -1 „ STUCCO ON METAL LATH 6'-o" O.C. EXISTING 8"x12 CONCRETE TIE BEAM ON 30# TIN TAGGED CDX TB -1 INTO EXISTING W/4 #5 CONTINUOS & #3 STIRRU S ol PLYWOOD ATTACHED W 10d 4 @12 & 48 C.C. AND 2 60 „ / TRUSS @ 24 O.C. AS LONG #5 BENT AT CORNERS , COMMON NAILS AT 4 O.C. PER MGF. SPECS. = w 8X8 W /(2) #5 S NEW R -30 AT PANEL EDGES AND 6 m O.C. AT INTERMEDIATE ^I � INSULATION SUPPORT NEW R -30 I 1 /2" GYP. BD. OVER WD FURRING INSULATION MIN. 2 COATS (5/8 ") OF STUCCO NEW 1 /2" GYP. BD. TO MATCH EXISTING AND R -5 INSULATION ATTACHED TO TB -1 (RAKED) #6 BAR IN FILLED CELL EXISTIN #5 @ 40' IN FULLY TO UNDERSIDE OF 8 "X12" CONC. RAKED CAP RESIDE E NEW TIE COLUMN GROUTED CELL 30 LAP MIN. TYP. NEW WOOD R OF JOIST TIE BEAM W /( (2) #5 TO BE DRILL 4) #5'S AND a STIRRUP @ 12 , O.C. W/ ROOFING EPDXY INTO EXISTING #6 BAR IN FILLED CELL OUT- LOOKERS AND "X" BRACINGS FOOTING (6" MIN.) AT TRUSSES 48" LAP MIN. TYP. (2) # 5 TO NEW FOOTING 1 X 4 P.T. WD. FURRING FIRESTOP (TYPICAL) NEW ENCLOSED PROVIDE HORIZONTAL TRUSS ELEV. 12.33 N GVD MASONRY REINFORCEMEN U) GARAGE • • 4" CONC. SLAB ON GRADE @16" O.C. EXTEND THIS Ta ��. d Z ADD (3) #5 TOP AT COLUMN REINFORCEMENT MIN. 4 .6 MIL VISQUEEN W/6 X6 W1.4XW1.4 W.W.F. LOCATION DRILL & EPDXY INTO TIE COLUMNS AT COMPACT SOIL TO NEW FLOOR TO MATCH & EPDXY INTO EXISTING EACH END 95% DENSITY EXIST. HEIGHT 6 " MIN. _ TERMITE TREAT U 12 "X16" 0 O CONCRETE FOOTING w W/(2) #5 CONT. 1 2 EXPANSION V) (n ELEV. 12.33 NGVD JOINT J „ 4" CONC. SLAB ON GRADE 3 MIN. COVER W/6 X6 W1.4XW1.4 W.W.F. Q Li EXIST. CONC. SLAB EXISTING NEW (3) #5 CONT. (TYPICAL) 6" EMBEDMENT EXISTING FOOTING GRADE GRADE BEAM BEAM DRILL & EPDXY INTO WF -16 NEW FOOTI N G JINT TO REMAIN 1 2" EXPANSION 4 O EXISTIN FOOTING DRAWN WF -1 WF -11 M.►vi. N C TO E X � ST ® C�M C° EOU N DAT�ON D�,TE $„ 10 , -1 „ $ n 7 5 -21 —07 ED A. LANDERS P.E. SCALE AS SHOWN S -2 N.T.S. STRUCTURAL ENGINEER JOB NO. 7850 N.W. 146 STREET O7 L L SECTION 5 A ll_ L S E C T I O N SUITE 509 FL. # 038398 SHEET 4 MIAMI LAKES, FL 33016 2 S -2 SCALE :3/4" = 1 ' -O" S - 2 SCALE :3/4" = 1 ' -O" (305) 823- 39 38 OF 2 SHEETS 1 4 2 / i 1 I REVISIONS BY OWNER SUBMISSION 5-25-07 ZBA SUBMISSION 6 -21 -07 Q BIDDING REV. A.R.G. 2 -8 —OS I I I I i I I to J I I- W \ SYMBOL LEGEND ! I I m ° �` °° Ut -Z � X CM T CL SYMBOL DESCRIPTION a ~ af Y2w -00 Q /AF50 CEILING MTD. /WALL MTD. ILLUMINATION OUTLET. U � < to A5 LETTERS - DENOTE PANEL, NUMBER - DENOTES CIRCUIT NUMBER lu d I TT /A - DUPLEX RECEPTACLE - VERIFY MOUNTING HEIGHT 15/20 AMP /120 VOLT 20A., 125V, 3 WIRES GROUNDING TYPE DUPLEX RECEPTACLE WP GFI MO ( UNTED AT 300mm 12" ) A.F.F. GFI - GND FAULT INTERRUPTER, WP- WEATHERPROOF 15A OR 20A,125V, 3 WIRES GROUNDING TYPE SINGLE RECEPTACLE 300mm (12 ") A.F.F. S a 15 A, 125 VOLTS SINGLE POLE TOGGLE SWITCH 1.2 m (4' -0 ") A.F.F. LETTER - DENOTES LIGHTS SWITCHED S 3/S4 15A., 125 VOLTS THREE WAY SWITCH 1.2m (4' -0 ") A.F.F. 15A., 125 VOLTS FOUR WAY SWITCH 1.2m (4' -0 ") A.F.F. S D DIMMER SWITCH, TYPE AND SIZE AS INDICATED S M MANUAL MOTOR STARTER SWITCH WITH OVERLOAD PROTECTION E -25 H@/Qj WALL MOUNTED /ABOVE HUNG CEILING - JUNCTION BOX N W.P. �,,� � JUNCTION BOX AND DIRECT CONNECTION TO EQUIPMENT ', I ""U AS INDICATED ON PLANS i N E - 7 � � E 28,30 IWH UNDER COUNTER DISCONNECT SWITCH: 2 - NUMBER OF POLES 60 - SWITCH SIZE, * I N / �� (SEE PLUMB. DGWS FOR SPECS) 2 60 J * _FUSE SIZE PER MANUFACTURER OF EQUIPMENT RECOMMENDATIONS ( 260 1 (CONTRACTOR SHALL PROVIDE ALL n N \ IWH If FINAL WIRING CONNECTION) u ® MAGNETIC MOTOR STARTER FURNISHED BY OTHER SECTION E -9 Ld OF SPECIFICATIONS, INSTALED BY ELECTRICAL CONTRACTOR / N E -7 EXISTING METER COMBO �� _ i� E -7 AND PANEL "E" T 0 N N y SEE RISER / E -25 (F) EXHAUST FAN - CEILING MOUNTED MASTER BEDROOM k I I — y I ADDITION N �# N E -15 W.F. I ER N E -15 GFI 3R 3R W.P. PB PULL BOX I N DINING E N EE E N N ENCLOSED CIRCUIT BREAKER 1.5m 5' -0 A.F.F. SIZE AND RATING AS EXISTING TO REMAIN G GFI ° 00 G I - - J L _ N , P. ( F E o r N INDICATED ON PLANS E -15 m ELECTRICAL SERVICE METER. SURFACE MOUNTED. BEDROOM E -11 E -23 N O E -25 �/ y o� pppp EXISTING TO REMAIN N E -1"3E 3 E -13 E E E �t ICI LIGHTING AND POWER LOADCENTER E -7 EXISTING NEW LAUNDRY WAD 23 GFI II-!!— E 27 KITCHEN _ E N F I n!:� 3D SPECIAL OUTLET. SIZE AS SHOWN IN PLANS. NUMBER - DENOTES SIZE. E - 9 E E E -11 E_2 I +,. E NEW GFI HOMERUN TO PANEL (U.O.N. 12 AWG IN 16 (1/2 ") CONDUIT. I GFI E E MW E E E- ' CL. 21 N - 3 I 0 MARKS DENOTE - NUMBER OF WIRES (HOT OR SWI LEGS) W ' P E E - 7 E - 11 E E E N 0 LONG MARK - NEUTRAL, NO MARK - NEUTRAL & ONE HOT WIRE E -25 E E -17 DARK CIRCLE SYMBOL - GREEN GROUND E -2 NEW R L A D E- u E -7 E-9 E E -11 E -13 E E -1, E CL. TH 0 V d FOR EXACT LOCATION N E N E 2 N E -4 N E - 19 _ I _V BRANCH CIRCUIT OR FEEDER CONCEALED IN CLG. WALL OR SLAB I _ _ _ _ I - _ _ I LIVING ROOM E E N N W.P. CL. CL _ J111NUVVU' FLEXIBLE CONDUIT - NO LONGER THAN 1.8m (6' -0'). E -22,24 I E EXISTING T REMAIN E -17 E -17 E -32 E- GFI I �/ � Ir E-25 CONDUIT STUB -UP 2 603R E O E E E WpE E -19 N O BATH AH U E CONDUIT STUB -DOWN EXIST . TO REMAIN E -9 60 E -13 N ER RELOCATE EXIST. F(*) E -13 E -2 NEW 9 PUMP L U BRANCH CIRCUIT OR FEEDER UNDERGROUND E -11 E -2 FAMILY ROOM E -1 ,20 1 E EXISTING CABLE TV OUTLET - MOUNTED AT 300mm (12 ") A.F.F. E FI1 CL. I E DINING E N N E -19 E -29,31 E -9 1 1 N E -17 E -17 N 2 3 0 3R �� F * T 300mm 12 A.F.F. E - () ONE OUTLET MOUNTED A Q TELEPHONE ( ) E E E E_4 N E 19 O AUTOMATIC SINGLE STATION SMOKE DETECTOR (120V) WITH BATTERY BACKUP E -5 N E -13 SEE DETAIL. A.F.F. - ABOVE FINISHED FLOOR. A.F.G. - ABOVE FINISHED GROUND. E -5 N N O CEILING FAN (CONTRACTOR TO PROVIDE BRACED JOINTING BOX) E E -32 E -32 D O AS PER NEC -314 E -9 E E CARBON MONOXIDE DETECTOR N E -19 1v E -19 A CO CO DETECTOR WITH BAT. BACK UP. GFI N BEDROOM E -5 EXISTING TO REMAIN E E -25 E -5 N Tr 'n VI I LETTER SYMBOLS ( Z O E — EXISTING TO REMAIN Q Z ER — EXISTING RELOCATED ' (SHOWN IN NEW LOCATION) I N — NEW DEVICE TO BE INSTALLED \ J R - EXISTING TO BE REMOVED r I 0 Lu ALL DEVICES ARE NEW UNLESS OTHERWISE INDICATED BY SYMBOLS ABOVE. ' L E C T FD\ II * ALL EXISTING RECEPTACLES IN BATHROOMS, OUTDOOR OR WITHIN 6" OF SINKS SHALL BE REPLACED WITH NEW / � -9 9 _ " _j W G.F.C.I. TYPE, LEVITON # 6598 -1 OR EQUAL. SCA . 1 / 4 1 0 L V THE EXISTING BRANCH CIRCUIT NUMBERS SHOWN ON THIS PLAN PLAN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL RE —USE ALL POSSIBLE EXISTING BRANCH CIRCUITS SERVING THIS AREA. PROVIDE AS —BUILT DOCUMENTS TO REFLECT ACTUAL CIRCUITS USED. PROVIDE NEW TYPED PANEL SCHEDULES DIRECTORY REFLECTING EACH RESPECTIVE BREAKER USED. DRAWN O CONTRACTOR TO VERIFY AND PROVIDE ALL NEW AND EXISTING SMOKE DETECTORS CIRCUITS TO S. L. VI BE EXTENDED TO AFC CIRCUIT BREAKER SERVING BEDROOM LT. 120V AC WITH BAT BACK CI-: CC, <ED UP. A. R. G DAT1E 09-21-07 SCALE AS SHOWN REYES- GAVILAN JOB NO. CONSULTING ENGINEERS INC. 07 \ 16252 N.W. 79AVENUE SHEET ` MIAMI LAKES, FL 33016 TEL 305.828.0644 ` FEB I , J FAX 305.828.6484 �0��' : � � �� Email. reyesgavilaneng @bellsouth.net i C.A. No. 84641 P.E. No. 48181 O F 2 SHEETS f i I REVISIONS BY OWNER SUBMISSION 5 -25 -07 ZBA SUBMISSION 6 -21 -07 BIDDING REV. A.R.G. 2 -8 -08 GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. TYPE: VERIFY AND SELECTED BY OWNER MAINS AMPS: 200 A 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT PANEL E MOUNTING: FLUSH TYPE MAINS: M.C.B BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EXISTING LOCATION: EXISTING TO REMAIN VOLTS: 120/240 V., 1 PH.,3W. N.E.C. WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER: SEE RISER AIC: 1 O AIC DISCONNECTS, PANEL BOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD FEEDER CHANGES BEING AFFE0TED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE NO. POLE KVA DESCRIPTION WIRE C NO. POLE KVA DESCRIPTION WIRE C COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA MENTIONED CHANGES AT NO EXTRA COST. 1 2/50 12.0 RANGE OVEN 3-#6, 1C" 2 1/20 1.50 EXIST. SMALL APPLIANCE BRANCH 2- 12 1/2' COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH 19 . CONTRACTOR SHALL COORDINA TE ALL HIS WORK WITH OTHER TRADES IN OTHER TO 3 4 1/20 1.50 EXIST. SMALL APPLIANCE BRANCH 2- 12, 1/2" � IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL ** " I-' to ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED 5 1 1/15 .37 ( )EXISTING GENERAL LIGHTING 2- 14, 1 2 6 1 20 1.50 • EXISTING WASHER 2- 12, 1 2 J w r FOR FAILURE TO DO S0. CIRCUIT WIRING AND RACEWAY', AS SHOWN ON THE AIR CONDITIONING DRAWING OR 7 1 15 .37 (* *)EXISTING GENERAL LIGHTING 2- 14 1 2 8 2 30 5.00 EXISTING ELECTRICAL DRYER 3- 10, 3 4° a o � uj IJ 00 SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS , 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL 9 1/ 20 .37 ( * )EXISTING GENERAL LIGHTING (SD) 2- 12 1/2" 10 Q V) o w U I— Z O-' THE SITE PRIOR TO COMMENCING / BIDDING WORK. REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 11 1/ 15 • EXISTING GENERAL LIGHTING 2-#14. 1/2 12 1/20 1.20 EXISTING REFRIGERATOR 2- 12 1/2" a 0 3 a 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR EQUIPMENT OR PART OF 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR 13 1/15 37 EXISTING GENERAL LIGHTING 2-#14 1/2" 14 1/20 1.20 EXISTING DISHWASHER 2 - #12, 1/2 Y z tai - ao STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS THE INSTALLATION. 15 1/15 .37 EXISTING GENERAL LIGHTING 2-114, 1 1 2" 16 20 .80 EXISTING GARBAGE DISPOSAL 2-#12, 1/2" a z a N SHALL BE RESTORED TO MATCH ADJACENT AREAS 17 1/15 .37 EXISTING GENERAL LIGHTING 2 - #14, 1/2" 18 2/60 10.70 AHU (SEE MECH. DGWS FOR SPECS) 3 6, 1 "C o 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 19 1/15 .37 NEW GENERAL LIGHTING 2 - #14, 1/2" 20 10. KW HTR r DRILLING ANY STRUCTURAL SUPPORT MEMBER. 21 1/20 •37 NEW TOILET GFI 2 - #12, 1/2" 22 2/40 4.51 CU SEE MECH. DGWS FOR SPECS 3 - #8, 3/4 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN 23 1/15 .37 NEW GENERAL LTG (GFI TYPE BKR) 2 - #14, 1/2" 24 NOT CONCURRENT LOAD FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN OTHERWISE. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 25 1/20 1.20 EXISTING OUT DOOR LTG 2 - #12, 1/2" 26 1/20 1.20 MICROWAVE 2 - #12, 1/2" 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT 24 . EXACT POINT AND METHODS Q CONNECTION SHALL BE DETERMINED IN FIELD. 27 1/ 20 . EXISTING EF 2 - #12 1/2 28 2/60 11.5 EXISTING I.W.H 3 - #6, 1 "C C 1 2 REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE 29 2/20 2.40 EXISTING RELOCATED SPRINKLER PUMP 3 - 12 # � / ° 30 COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 31 32 1/20 .37 NEW GENERAL LTG 2 - #12, 1/2 AREAS. 26 . ALL ROUGH IN DIMENSION ARE', TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. r33 i - - SPACE -- 34 1 /20 - SPARE -- 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA 1 - - SPACE -- 36 1 /20 - SPARE AIR CONDITIONING SYSTEMS AS SHOWN ON THESE DRAWINGS AND PER OTHER LIGHTING LUMINARIES TO HAVE' FINISH COLOR TO MATCH ARCHITECTURAL WINDOW 38 APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 40 FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 39 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 28 ALL SMOKE DETECTORS SHALL BE IN FERLOCKED, SERVED FROM BEDROOM LIGHTING BRANCH 41 42 10 . ALL CONDUCTOR SHALL BE COPPER. AND SHALL BE INSTALLED AT LEAST I, 36" ANY HVAC DIIH=LIS> =R GRILL LIGHTS & RECEPT. LOAD = 1368 SQFT X 3 VA = 4,104 VA : 11 CKTS = 374VA WITH NFPA 72 SECT. 8 -1.24. TOTAL CONNECTED LOAD: SEE LOAD LIGHTS &RECEPTACLES LOAD = 374 VA 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 29 .BEDROOM BRANCH CIRCUITS MIST BE PROTECTED WIfN' C AKERS ANALYSIS 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' As PER NEC 210 -12 CONTRACTOR SHALL REPLACE ANY EXISTING WIRING INCONSISTENT WITH THIS SCHEDULE. FLAME SEAL. 30 CONTRACTOR SHALL PROVIDE AT EACH ELECTRICAL PANEL WITH A PERMANENT INDEX AND h_� I� L � L A�j 9 /�•!//��r /� SERVICE MAIN IDENTIFICATION ( * *)- CONTRACTOR TO PROVIDE AND VERIFY A.F.C.I. TYPE BREAKERS IN ALL BEDROOMS PER NEC- 210.12. �J" i� 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, ! 1 1Fv vA -p NEW WORK AND COUNTER DETAILS 31 LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. (E)- EXISTING BRANCH CIRCUIT TO REMAIN AS IS. NOT ON THE SCOPE OF WORK PROVIDED FOR REFERENCE ONLY . 7 � �•�� ° 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 32 ALL NEW LUMINARIES FIXTURES AS SELECT BY OWNER. COORDINATE EXACT LOCATION WITH 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL ARCHITECT ry— TO LEVITY 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES ). LOAD ANALYSIS EXISTING PANEL "E" ry 0 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. (BASED ON 120 / 240 V, 1 PH, 3W) 1368 SF * 3va /SQf = 4,104 VA TOTAL CONNECTED LOAD = 41.800 VA 45,904 VA Vd ELECTRICAL GENERAL NOTES FIRST 10 KVA @ 100%= 10 ,000 VA 35,904 VA VA ® 40 % = 14 ,361 VA a� Q0 4" DIA. (OR SMALLER) SECTION A -A O LUMINAIRES (LIGHT FIXTU ABOVE BATH TUB & SHOWER SHALL 24,361 TOP VIEW STEEL PIPE, COPPER BE VAPOR PROOF & IIVSTALLIED IN COMPLIANCE W/ NEC PIPE, EMT OR CONDUIT 410 -4(d) AC LOAD 0 100% = 10,700 VA 0 O ALL EXTERIOR LUMINAIRES (LIGHT FIXTURES) SHALL BE U.L. LABEL 0 � A MIN. 1/2" DEPTH FOR DAMP & WET LOCAT�ONS TOTAL DEMAND LOAD = 35,061 VA HILTI FS 601 1/2" BEAD FIRESTOP SEALANT HILTI FS 601 O COMMUNICATIONS CIRCUIT, SHALL COMPLY W/ ANSI /EIA /T1A -570, RESIDENTIAL & 36,081 VA / 240 V = 146. AMPS LIGHT COMMERCIAL TELECOMMUNICATIONS WIRING STANDARD • ° a O LUMINAIRES (LIGHT FIXTURES) IN CLOSETS SHALL BE INSTALLED IN r >: . ' a :`• . COMPLIANCE W/ ARTICLE ,410.8. REFER TO NEC CODE FIGURE 410.8. EXTERIOR HOUSE WALL INTERIOR HOUSE WALL O ALL BRANCH CIRCUITS THAT SUPPLY 125 V, 1 0, 15 AND 20 AMP OUTLET'S 0 A INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC - > 2 FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT (NEC 22 0. 12 (B)) MIN. 4-1/2" THICK CONCRETE FLOOR /WALL OR ANY U.L. MIN. 3" THICK MINERAL WOOL EXISTING OVERHEAD 200 A _s'I CLASSIFIED CONCRETE BLOCK WALL ( MIN. 4 PCF) TIGHTLY PACKED ' SERVICE CONTRACTOR TO VERIFY WITH F.P.L. I NOTES: \ / 1. MAXIMUM DIAMETER OF OPENING = 6 AFCI BRANCH 2 SMOKE 2. ANNULAR SPACE = MIN. 0" (POINT CONTACT), MAX. 2 ". / \ CIRCUIT IN ALARM r M ETER I PANEL 3. WALLS REQUIRE 1/2" OF SEALANT FLUSH WITH BOTH SIDES. SLEEPING AREA. 120V "E" I i I LINE SIDE EXISTING METER I OF SWITCH. COMBO I M.C.B ,METAL PIPE THROUGH CONCRETE S WITCH LEG PHASE CONDUCTOR � _ I _L OK AIR J SWITCH -------------------- - - - --i FLOOR/WALL O F BLOCK WALL I ALL ELECTRICAL EQUIPMENT INDICATED BY A DASHED LINE I OR RECEPTACLE. I IS EXISTING TO REMAIN I I --------------------- - - - -J / /� N.T.S. j v , F RATING = 2 -HR. I S M O K E ALARM CONNECTION DETAIL CONTRACTOR TO VERIFY AND PROVIDE EQUIPMENT w T RATING - 0 -HR. GROUNDING CONDUCTOR AS PER NEC 250 -122 14 EXIST. N.T.S. C.W. NOTES: j�,v ¢ N.T.S. C.W.P. INSTALLATION INSTRUCTIONS FOR UL No. CAJ 1149 1 DO NOT CONNECT TO GFI CIRCUITS. (A _ 1 STEP 1 - PREPARATION: ALL SURFACES MUST BE CLEAN, SOUND, DRY AND FROST FREE PRIOR TO APPLICATION OF MATERIALS. 2. OPERATION OF A SWITCH (OTHER THAN A CIRCUIT BREAKER) OR A GROUND - FAULT _L 6' MIN I 9 W _ W STEP 2 - BACKING MATERIAL: PACK MINERAL WOOL TIGHTLY AROUND THE PENETRATING ITEM TO THE DEPTH SHOWN IN THE CIRCUIT- INTERRUPTER SHALL NOT CAUSE LOSS OF PRIMARY (MAIN) POWER. SMOKE CONTRACTOR TO VERI 2-5/8"X10' W 0 DRAWINGS, AND RECESS IT BELOW THE TOP SURFACE OF THE FLOOR (OR BOTH SURFACES OF A WALL ) TO ALLOW PROPER SPACE ALARMS POWERED BY AFCI- PROTECTED CIRCUITS SHALL HAVE A SECONDARY GND RODS ' n AND PROVIDE NEW 1 4 r 1 tJ J FOR THE FIRESTOP MATERIAL POWER SOURCE. NFPA 72, CHAPTER 11. CU GND (NEC -250) �J — STEP 3 - FIRESTOP SEALANT: APPLY THE FIRESTOP SEALANT OVER THE BACKING MATERIAL TO THE DEPTH SHOWN. IF THE PIPE 3. INTERCONNECT ALL SMOKE DETECTORS IN SUCH A WAY THAT THE OPERATION 0� z IS OFFSET TO ONE SIDE, APPLY A 1/2 BEAD OF FIRESTOP SEALANT AROUND ITS CIRCUMFERENCE WHERE IT CONTACTS THE WALL OF ANY SMOKE DETECTOR WILL ACTIVATE EACH SMOKE DETECTOR SOUNDING ALARM. OR FLOOR. 4. EACH SMOKE DETECTOR SHALL BE LOCATED A MINIMUM OF 36" AWAY FROM A WALL PENETRATIONS REQUIRED FIRESTOP SEALANT ON BOTH SIDES. LEAVE COMPLETED SEAL UNDISTURBED FOR 48 HOURS. BATHROOM OR KITCHEN DOOR OPENING OR ANY A/C SUPPLY DIFFUSER OR A/C RETURN AIR GRILL. EXISTING ELECTRICAL RISER DIAGRAM N.T.S. DR S 1_,]VI CH E KED A.K. [SATE 09 -21 -07 REYES- GAVILAN SC ALE CONSULTING ENGINEERS, INC. AS SHOWN JOB NO. 16252 N.W. 79AVENUE O7 MIAMI LAKES, FL33016 SHEET TEL 305.828 FAX 305.8284 Er 1.. reyesgavilaneng @bellsouth net E 2 ' C.A. No. 84641 P.E. No. 48181 F ;� OF 2 SHEETS f i I REVISIONS BY OWNER SUBMISSION 5 -25 -07 ZBA SUBMISSION 6-21-07 Q BIDDING REV. A.R.G. 2 -8 -08 c PERMIT COMMENT 2 3 -17 -08 HVAC NOTES LEGEND J W r- 1. GENERAL d AxB Cn _ 0 ; _ to A. ALL WORK SHALL BE DONE in accordance with the Florida U RECTANGULAR DUCT INSIDE DIMENSIONS a N o w 4- Building Code and with all applicable regulations. 10 "0 U U N o B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. I I I I I I I I I I I I I I I I I FLEXIBLE ROUND DUCT INSIDE DIMENSIONS Q iW — C. V) - a y X: Co C. ARRANGE AND PAY for all permits licenses, inspections and tests. X0 r- Obtain the required certificates and present to owner. ® SUPPLY AIR, CEILING MOUNTED REGISTER Q M N D. GUARANTEE: The completed installation shall be fully guaranteed DRAWING NOTES M LO against defective materials and /or improper workmanship fora RETURN AIR, CEILING MOUNTED REGISTER TT minimum of one year for material and labor. Compressors shall be THIS IS AN EXISTING RESIDENCE WITH EXISTING HVAC SYSTEM guaranteed for a period of five years. CEILING EXHAUST FAN SCOPE OF WORK IN THIS CONTRACT INVOLVES NEW AN D SYSTEM E. As built drawings shall be submitted to owner at the completion AS SHOWN. REFER O TO T HEAT LO CUILATI N LL BE REPLACED of project. SUPPLY AIR, SIDE WALL MOUNTED 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive �f RE TURN AIR, WALL MOUNTED REGISTER literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. �CD —� CONDENSATE DRAIN PIPING 3. DESIGN PARAMETERS: CU SHALL BE INSTALLED AS PER FBC SECTION A. Outdoor design temperature (Summer): 91 0 7 DB and 777 WB T PR COOLING THERMOSTAT 301.13, Ml BC. TO RESIST THE HURRICANE FORCE WINDS. B. Outdoor design temperature (Winter): 46F i REFER 0 DWG M -2 FOR DETAILS. C. Indoor design temperature (Summer): 78'F DB REF. S &R REIRIGERANT SUCTION & LIQUID LINES D. Indoor design temperature (Winter): 727 DB UC UNDER CUT ZONNING 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and RA RETURN AIR cooling mode minimum setting of 70 F. The thermostat shall be arranged COMMENT #1 1 to prevent the simultaneous operation of heating and cooling. CFM CUIPIC FEET PER MINUTE 3 - - EF— EXI1AUST FAN. CU -1 W/ 4" HIGH 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. CONCRETE PAD. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 4 "0 DRYER EXHAUST DUCT TO WALL n 7. MATERIALS: BEDROOM CAP W/ DAMPER. DRYER DUCT SHALL IL u A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, BE INSTALLED IN COMPLIANCE AS p p nro, dehydrated for refrigerant use. Sized as shown on drawings or as HVAC NOTES ADDITION PER FBC SECTION 504. IL_ILJI per air conditioning equipment manufacturer's recommendations. �/ B. INSULATION: Refrigerant suction piping shall be insulated with 1Q EXISTING FLEXIBLE DUCT 1, CEILING EILING 4 L—� 1/2 r� DIFFUSERS IN THIS AREA thick foamed plastic insulation, fire retarding type. REBALANCE AS NOTED Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's Q CONNECT NEW DUCTWORK TO EXISTING F -- L DUCT. PROVIDE TRANSITION AS 000 O F � approved adhesive and gray tape. REQUIRED . VERIFY EXACT LOCATION I I EXISTING o o C. DUCTWORK: BEFORE JOB COMMENCEMENT. I I ® W D D a. All supply air ductwork shall be fiberglass duct board, Q 4 " EXISTING O TOIL DINING ET EXHAUST DUCT fabricated and installed as per latest edition of SMACNA UP TO ROOF CAP W /BIRDSC,REEN TO 1 0 CFMNEW "Fibrous Glass Duct Manual ". 1 -1/2" thick R -6.0 REMAIN. OTHERWISE, EXHAUST SHALL 16a 0 CFM BE PROVIDED' EXISTING — LAUNDRY b. All exhaust ductwork shall be galvanized sheet metal ® NEW 4 DRYER EXHAUST DUCT 6 0 0 duct not lighter than 26 gage TO WALL CAP W /DAMPER. EXISTING KITCHEN �/ C. All duct dimensions are clear inside dimensions. Q EXISTING RECIRCULATING KITCHEN BEDROOM 1D— NEW L� 150 CFM HOOD IN THIS AREA TO REMAIN; r 30 C M 4 "0 TOILET EXHAUST d. Flexible insulated ductwork with 1 1/2" thick fiberglass �� ;[- OTHERWISE, IT SHALL BE PROVIDED I �1 8 DUCT TO WALL CAP insulation with FRK vapor barrier, class I air duct, U.L. v W /BIRDSCREEN. R -6.0 MIN. © NEW PROGRAMMABLE THERMOSTAT 220 CFM D. CLOTHES DRYER EXHAUST:: Q EXISTING AHU -1 TO BE REPLACED 014 8 NEW R BAT RO * Installation: clothes dryers shall be exhausted in accordance with ® EXISTING CU -1 TO BE R / �_ U the manufacturer recommendation and as per section 504/502.6 /FMC ® FULL SIZE DISCHARGE NEW 250 CFM 8 „ TZ 14X14X14 n * Makeup air: Installations exhausting more than 200 CFM shall be PLENUM. - - - - -- I I I DISTRIBUTION IL�i�I provided with make up air. Where a closet is designed for installation ® 3/4 "0 CD TIE -IN TO EXISTING CL' CL 1 6 j j BOX or a clothes dryer exhaust ducts shall not extend into or through CD PIPING IN PARTITION ALL. EXI TING I I ducts or plenums. VERIFY EXACT LOCATION BEFORE O T 22X22 LIVIN ROOM 012X8 30 CFM 18X12 * Dryer ductwork: 26 a. min. galvanized steel, having a JOB COMMENCEMENT C © 170 GFM n!!� D ry 9 9 9 0 R/A I R/A 1100 W /PLENUM smooth interior surface with joints running in the direction 1l. PROVIDED GASKET DOOR EXIS 1 I 1 15 50 — CFM of airflow and without sheet metal screws or other fasteners in the air stream. Maximum length shall not exceed 25 feet. ® RUN REFRIGERANT PIPING IN BAT 3 AHU -1 EXISTING wall caps shall be provided with back draft damper. CLG SPACE. I (3.5 TN) NEW CD 12 C DINING FAMILY ROOM O / 9 ALL —_ —_ 8. Provide metal round fittings with scoop at all flexible duct connection IM, ECH. ROOMS SHALL BE BE IN IN MIN. to supply duct. C J R ES ALL A OUND THE FAN COIL UISIFS. 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and I 1 air conditioning systems. Submit four copies of Test and Balance Report to owner for approval. 1 18 0 CFM 10. CONTROLS: Air conditioning units shall be started and stopped thru individual thermostat. Individual thermostats shall start /stop supply EXISTING V EXISTING FIRE PLACE fans and activate cooling /heating systems as selected. BEDROOM W/ INTAKE TO REMAIN 11. Mechanical plans in general, are diagrammatic in nature, and are to be read in conjunction with arch. Plumbing, electrical and structural plans and shall be considered as one set of documents. Duct and piping offsets, bends and transitions will be required to provide and install a complete functional system and shall be provided by the contractor at no additional cost to the owner. 12. Contractor shall verify job conditions prior to ordering, fabrication or installation of materials or equipment. Notify architect /engineer of any conflicts before fabrication. V) W Z 0 Q Q Z U_ _J 111- J Q p% 0 W U Z W ® J W LL 0 DRAWN A.J.M. CHECKED M H A.R.G. DATE 9 -18 -07 FL � L A II � SCALE u u EYES -G ILAN AS SHOWN SCALE ^ L E 1 / 4 > > — 9 O 9 > CONSULTING EN INEERS, INC. JOB NO. J H 16252 N. 79AVENUE 07 MIAMI LA ES, FL 33016 SHEET TEL 305.828.0644 FAX 305.828.6484 G. u�wu u t Email. reyesgavilaneng @bellsouth.net C.A. No. 8464/ P.E. No. 48181 1 OF 2 SHEETS I i REVISIONS BY OWNER SUBMISSION 5 -25 -07 ZBA SUBMISSION 8 -21 -07 COORD. REV. 2 -8 -08 A.R.G. ATTACH ROOF CAP AS SPLIT AC UNIT SCHEDULE :: :,:: �: _. ; +'.:':: :'' " "r. ".''. .•,.;;;.• ,. :,. 1¢:',;...`;.,:. WOOD JOIST & DECK. PER FBC REQUIREMENTS. UNIT DESIGNATION AHU -1 l DADE COUNTY EDITIONS STRUCTURE ST OF LOW PROFILE ROOF CAP AREA SERVED SEE PLAN FLOOR ABOVE OR ROOF EQUAL TO NUTONE MODEL CEILING No. 845. LOCATION UTILITY ROOM SCREWS FASTENERS. t0 4" MIN. SUPPLY AIR DUCT CONNECTING DUCTWORK OPERATING WEIGHT, LB 150 ALL FULL SIZE DISCHARGING PLENUM HANGER WIRE c0 4' MIN. MODEL NUMBER FY4ANF042000 UNIT WALL F C UNIT AROUND 12 GAUGE MIN. t o / (MIN.) DUCT _j w t` SEER 13 Q DISCONNECTED SWITCH EXHAUST FAN CABINET m o LZ oD TOTAL AIR, CFM 1400 FAN SECTION d � N in Z FAN COIL UNIT TO BE MOUNTED vi ROOF o OUTSIDE AIR, CFM 0 WITH WALL METAL SHELVES. SHEET METAL CHA NNEL Q V) o w U z� 1= REFRIGERANT PIPES F- SYSTEM EXTERNAL STATIC PRESS IN OF WATER 0 .4 R c.I o U FROM COND. UNIT INIG FAN MOTOR HP1/2-29 U = CEILING INTAKE GRILLE SUSPENDED CEIL�:. Q w rn CL w . -FLA . o TiAIN COIL SECTION SEE ARCH. DRAWINGS i - N ( ) z ELECTRICAL SERVICE AVAILABLE 208-240/l/60 Y z LJ - aD EF -1 NEOPRENE PADS AM Fl t1�T SVrttCH N IY U Z Lt- M.C.A. (AHU +HTR) 53.8 � � WN a ¢ N M.O.C.P. (AHU +HTR) 60 METAL SHELVE EXHAUST FAN DETAIL I ( �QN� TYPICAL OF 2 k� DUCT HANGER DETAIL M d' Lh J DESIGN AIR FLOW, C,FM. 1400 FILTER N.T.S. N.T.S. 30 G, SHEET METAL EXHAUST TOTAL CAPACITY, MPH 41.0 0 Y'� MBH DUCT UP TO ROOF CAP SENSIBLE CAPACIT ,, 31.5 TERMINATE 6' ABOVE U ENTERING AIR TEMP.,, WB 80/67 F DB FINISHED ROOF. PROVIDE 0 / RETURN AIR PLENUM COIL MODEL NO. - - -- BACK —DRAFT DAMPER FLOOR VENTILATION FAN SCHEDULE ROOF CAP DETAIL FILTER CLEANABLE /1 N.T.S. HEATER KW 240 V ELECT. 10 KW SUPPORT FROM UNIT DESIGNATION EF -1 a ELECTRICAL SERVICE AVAILABLE 208-240/l/60 1 1/2 " X 26 GA. GALV. UNDERSIDE OF STEEL HANGER STRAP w �, STRUCTURE. AREA SERVED TOILET ( 0 = i ... ,•.5. r te.., •. ,s.,r ,•..; . .. •.ter. .. �. ,:••:.`�'':' 5 .C. ) SHEET METAL PLENUM 4"0 EXHAUST UNIT DESIGNATION CU -1 '• FAN 'S • C •, .UNIT ..• MOUNTING DETAIL OPERATING WEIGHT, LBS 19 WITh 4 ROUND DUCT CONNECTION I- -- N0. OF FANS � 1 N.T.S. TYPICAL RESIDENCE UNfI') DUCT ADAPTER. z ( LOCATION CEILING CONDENSER FAN F.L.A. - H.P 1.1-1/5 AIR DUCT (SEE PLAN VIEW) c� AMBIENT AIR TEMP. I 'F DB g5 NOTE: NO COMBUSTIBLES ALLOWED IN A/C CLOSET. LOW FRICTION LOSS FAN TYPE CLG. BLOWER 4 "0 EXHAUST CONDENSING TEMP. ','F DB -- BRANCH TAKE -OFF FITTING SHEET METAL OR a DUCT DISCHARGE z NO. OF COMPRESSORS 1 METAL ROUND FITTING TOTAL AIR CFM 50 ALUMINUM WALL ° o __ QUADRANT OPERATOR TO BE CAP ' PLAN VIEW z CAPACITY REDUCTI EA. OUTS DRIVE TYPE DIRECT OUTSIDE INSULATION EA j — L.R.A. . 17.9 -112.0 PROVIDE INSULATION GUARD v COMPRESSOR F.L.A. C FAN WHEEL TYPE CENTRIFUGAL F— rating = 2 Hr WHERE NECESSARY o ELECTRICAL SERVICE AVAILABLE 208 -240 1 60 CAJ5052 T— rating =;; Hr AIR FLOW - -- AIR FLOW FAN TIP SPEED FPM MAX. Jo OPERATING WEIGHT, L65 150 p DESIGN MANUFACTURER CARRIER SEAL JOINT W/ 5' MAX. FAN SPEED, RPM - -- 1 DUCT SEALER AND 4' OPENING d MODEL NUMBER 24ABA342AO03 4 B TAPE y� z TOTAL STATIC PRESSURE IN OF WATER � Q M.C.A. 23.5 C.P. 40 : •. — I M.0 FAN MOTOR HP. NON OVERLOAD 0.7 AMPS SHEET METAL ... .. ( ) A ' ° PLENUM ADAPTER p SUCTION (IN. OD) 7/8 AIR FLOW 4 0 DRYER FAN MOTOR STARTER TYPE WALL SWITC H EXHAUST DUCT LIQUID (IN. OD) 3/8 r • . FRONT VIEW , � • , � INSULATE TOP INSULATED FLEX. DUCT ION IN. OD > 80 FT. 7 8 : • . • STARTER FURNISHED BY MC EXTERIOR WALL SUCT OF DIFFUSER. AND OF SAME SIZE LIQUID IN. OD > 80 FT. 3/8 AS HANGER STRAP ° ELECTRICAL SERVICE AVAILABLE 120-1-60 e SEAL JOINT WITH DUCT L� ..... ...... - -- - -- UNITS SHALL BE PROVIDED WITH SEALER AND TAPE -L�- NOTES. 1.- ALL FAN COIL FACTORY INSTALLED CIRCUIT BREAKER. 4A n ZONES 1.5 2.- THERMOSTAT SHALL BE PROGRAMMABLE TYPE. 3.— DESIGN I i BASED ON CARRIER OR APPROVED EQUAL. DESIGN MANUFACTURER BROAN 0 DRYER EXHAUST WALL CAP DETAIL DIFFUSER W/ OPPOSED MODEL NUMBER S50U N.T.S. 4 thic BLADE DAMPER SERVICE SWITCH YES 1 Floor or Wail assembly = " l�oncrete O p ADAPTER ROUND TO SQUARE Ld ® Steel Pipe — 16 (or smaller) Sch las heavier) steel. IF REQUIRED SMOKE DETECTOR ( U.L. APPROVED) NOL�_ ® Pipe Insulation —Nom. 2' thick fiberglass (Min. 3.5 pcf) 9 insulation, with Min. >z to Max. 1 ___ H VA C DESIGN REQUIRES: YES N AIR DISTRIBUTION SCHEDULE annular space between the insulation FIRE DAMPER and the perimeter of the opening. to CONSTRUCTION ALUM /PLASTIC � DUCT SMOKE DETECTOR SYMBOL TAG USE TYPE ACCESS O w PRIES MFG. & MODEL NO. REMARK ® A) TREMstDp WS — wrap strips, wrapped 4 times around Of the insulation. p MULTIBLADE BACK DRAFT DAMPER YES U 10 4 p V i B TREMsto WBM —Min. mastic applied within annuls to � FIREDAMPER(S ) P PP annulus DUCT CONNECTION DETAIL w BIRD SCREEN NO on top of wrap strips, and Min. DAMPER(S) SUPPLY ALUMINUM TITUS CEILING mastic applied within annut!;s between N.T.S. SMOKE DAMPE i SOLID STATE SPEED CONTROL qO O.B.d. AIR CEILING DIFFUSER PP a NO T1TUS 250 —AA MOUNTED opening and last wrap strip Layer. FIRE RATED ENCLOSURE THERMOSTAT CONTROL NO NOTE: For walls apply TREMstop WS & WBM to both surfaces of wall. FIRE RATED ROOF FLOOR RETURN ALUMINUM — TITUS RETURN FACTORY FABRICATED CURB NO CEILING ASSEMBL O AIR RETURN GRILL MODEL 301F REGISTER FIRE STOPPING RETURN � FILTER AND FILTER FRAME NO 0 RETURN TWO HOUR RATED �, ALL AND 0 C WALL GRILL DNS SMOKE CONTROL AIR 23R REGISTER �� O 0 SLAB PIPING PENETRATION. NOtI =: S using metal connections must be usin lass fabric and mastic (Gr-M) ® U NOTE: 1. ALL AIR DISTRIBUTION DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION. EP XG TION: � IL�I When construction pressure class To I %Uj3. or less 2. FINISHES AND TYPES OF MOUNTS SHALL BE COORDINATED and sheet metal surraces are cleaned carefully U!_ listed WITH ARCHITECTURAL DRAWING. COORDINATE COLOR FINISH pressure- sensitive aluminum tape may be used. 3. DESIGN IS BASED ON TITUS OR APPROVED EQUAL. 1/8' 0 STAINLESS STEEL WIRE CABLE All connections of fibrous glass duct equipment and / metal duct must be mechanically attached 12'Cmaxa on (MIN. OF 2) ANCHORED TO CONCRETE PAD centers. 4. MAX. ACCEPTABLE FACE VELOCITY THROUGH NET FLEE AREA: 400 FT /MIN. WITH 3/8 TURNBUCKLE FOR ADJUSTMENT PERFORATED—/ ERF ❑RATED I 5. 30 MAX NOISE CRITERIA VENT CAP 12' MIN. CONDENSING UNIT GFM t 5� FASTEN C.U. TO 2" GALV. CLOSURE SL OPE 1/8'/ FT. AC UNIT STEEL CHANNEL USING 1/4" GALV. STEEL BOLTS, NUTS & WASHERS WITH ISO MODE PAD. AT EACH CORNER. 3' • ; LINE OF BLDG. 3/4' UNI ❑N FASTEN CHANNEL TO " #10 X 1Y4' SHEET META CONCRETE USING 3 / 8 SCREWS 12 - (MAX) O.C. ROUND WEDGE ANCHORS, 90' SOLDERED MIN. 2 PER S ONE ®EACH END OF f ELBOW. (TYP.) CONDENSATE TRAP DETAIL CHANNEL AND EMBEDDED 2' DEEP. FIBROUS GLASS DUCT 2" GALV. STEEL CHANNEL (TIP.) 22 GAUGE SHEET METAL, FLANGE 1 " 1 r. X X 1 " CHANNEL • •• ' \ —CAULK ONES WITH 1 1/2 X 26 GA. GALV. SCREWS OR POWDER i . ' �.i:'`� •• ;�r� "• + ELASTOMERIC FASTENED TO CONCRETE PAD. MATERIAL AT BOTH METAL FLANGE STEEL HANGER STRAP ACTUATED FASTNERS � � � •• � � � � � � � ENDS. STRUCTURE (TYP OF 2) DUCTWORK WITH EQUIPMENT CONNECTIONf DETAILS. WALL CAP ANCHOR BOLT OF 500 POUNDS N.T.S. DUCT MINIMUM PULL OUT CAPACITY. (TYP.) NOTE: ALL CONDESATE UNIT SHALL BE ANCHORED TO THE CONCRETE SLAB, ON THE INSIDE OF THE UNIT, W/ AN ANCHOR BOLT OF 500 POUNDS MINIMUM PULL OUT CAPACITY. V) CEILING FAN. CONDENSING UNIT MOUNTING DETAIL Q N.T.S. Lj CEILING GRILLE W z W FL❑ ❑R U THROUGH THE WALL W VI TOILET EXHAUS N.T.S. DIRiMWN A.J.M. CH EC K E D A. R. ii. GATE 9-18-07 SCALE EYES- GAVILAN AS SHOWN ONSULTWO ENGWEERS, INC. JOB NO. 16252 N.W. 79AVENUE 07 MIAMI LAKES, FL 33016 SHEET TEL 305.828.0644 FAX 305.828.6484 M 2 Email reyesgavdaneng @belisouth net U C.A. No. 84641 P.E. No. 48181 ' 2 OF 2 SHEETS `�E 1 � EXISTING WATER METER TO REMAIN REVISIONS B Y OWNER SUBMISSION 5 -25 -07 ZBA SUBMISSION GENERAL PLUMBING NOTES 5 PLUMBING FIXTURE CONNECTION SCHEDULE BIDDING REV. A.R.G 1. A. ALL WORK SHALL BE DONE in accordance with the Florida I 1 2 - 8 - OS Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the WATER plumbing work. NO, DESCRIPTION DRAIN COLD HOT REMARKS C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. I D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and/or improper 9 9 ' / WC WATER CLOSET 3' 1/2' FLUSH TANK, 1.6 GPF workmanship for a minimum of one year for material and PLUMBING SYMBOL LEGEND _NEW 3/4' DOMESTIC WATER SERVICE labor. LAV LAVATORY (COUNTER TYPE) 1 1/2' 1/2' 1/2' PROVIDE 2.0 GPM FAUCET (12.$ FU AS PER TABLE E 103,3(2) PBD 2004 E. ALL HORIZONTAL SANITARY PIPING 3' and larger shall slope SYMBOL DESCRIPTION at 1/8 inch per foot minimum, unless noted otherwise. per foot minimum, unless w noted otherwise. All piping 2' and SH SHOWER (NOTE 1) 2" 3/4 3/4' BASIN BY ARCH. (PROVIDE 2.5 GPM SHOWERHEAD) I DISTANCE BETWEEN WATER LINE smaller shall slope at 1/4 Inch per foot minimum. i AND DRAIN FIELD SHALL NOT BE 1/2 PROVIDE 2.5 GPM FAUCET LESS THAN 10. OTHERWISE, SLEEVE SK SINK 1 1/2" 1/2' 2. SHOP DRAWINGS: Contractor shall submit for approval, within SANITARY LINE I SHALL BE PROVIDED FOR WATER LINE. 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water W CLOTHES WASHER 2' 1/2" 1/2' BY OWNER, PROVIDE RECESSED BOX, - - - - - - - - - VENT LINE heaters, and plumbing fixtures. No work shall proceed without GUY GREY T200 OR EQUAL the approval of these submittals. 1/2' - WITH S.O.V. AND VACUUM BREAKER CD CONDENSATE LINE H.B. HOSE BIBS I ( I I I I I to 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect -- r and shall be furnished and installed by this contractor. - - -� - -- GATE VALVE I I I I I I w -.4- W Fixtures shall be complete with drains, traps, supplies and m0Eru-,00 any other accessory required. - -- - I I ( I I I I 'M tri COLD WATER LINE o- i r Q V) 0 � w 4. MATERIALS: NOTES: 1. ALL SHOWER HEADS SHALL BE OF THE ANTI- SCALD, PRESSURE BALANCE TYPE. - - --- HOT WATER LINE I I ( I I I I v v N O A. PIPING: 2. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. a � rn T o a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, 3. PLUMBING FIXTURES SHALL COMPLY WITH REFERENCED STANDARDS AS PER FBC 2004 PLUMBING SECTIONS 406 THROUGH 421. � I I I I I I y = w - 00 Schedule 40. P PLUMBING FIXTURE DESIGNATION b. Domestic water. Copper pipe, Type L with sweat wrought z Q D_' Q �" � . F C ❑ FLUSH CLEAN OUT copper fittings. Type M In concealed spaces is acceptable. Isolate piping from concrete with FD FLOOR DRAIN I r- insulating material. c. Domestic water supply assembly. Chrome finish tubing FLOOR PENETRATION I I I I I I I with angle shut off valves. B. Insulation: COVER SECURED WATER HAMMER ARRESTOR a. Hot water & hot water return: Provide 1/2" thick fiberglass WITH SCREWS p A pipe insulation with jacket and self sealing flaps. DRAWING NO , 5. PIPING TEST AND DISINFECTING: THREADED C.O. PLUG Co WALL CLEAN OUT i A. Test: All sanitary and domestic water supply piping shall FIN. GRADE VTR VENT THRU ROOF be tested for leaks before piping is concealed or connected I to equipment and plumbing fixtures. :i::<r' °f'° *_';;k::: C000 CLEAN OUT ON GRADE 1- THIS IS AN EXISTING RESIDENCE WITH EXISTING PLUMBING B. Disaffection: All domestic water in p' I i`'I'i?I:` :::::::,k " °" * FIXTURES. THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: P 9 shall be ?:r: :r'`; i I X I S TI N G S P TI C I Y 9 HOSE BIBS W/ VACUUM disinfected b introducing a solution of calcium ANK & D R AIN hypo chlorite of 50 parts per million of chloride and as BREAKER AND SHUT -OFF VALVE a -) NEW LAUNDRY. I I IELD ITO MAINI I per AWWA Standards. 4 X 6' DIA. CONCRETE R HEATER RELIEF LINE b -) EXISTING BATHROOMS TO BE RELOCATED AS SHOWN. 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm PAD FLUSH W /FIN. GRADE and domestic water piping before starting any work. Notify SLIP JOINT c -) REFER TO ARCH. DWG FOR SEPTIC SYSTEM EVALUATION. I Architect /Engineer of any deviations from design drawings. S.D,V. SHUT - OFF VALVE 7. CLEAN OUTS: I I TIE -IN TO EXISTING PIPING VERIFY LOCATION A. Wall: Josam 58890 -15 i I AND INVERT BEFORE ROUGH -IN. NOTIFY ENGINEERS I L _ _L _ _L _ _ _L _ J FOR ANY DISCREPANCIES. I 8. CONTRACTOR to fire protect and seal all openings and pipe I I penetrations thru fire rated walls and ceiling. Materials and EXTERIOR TYPE methods of fire rating shall be approved by the local product control approval department and shall be U.L listed. 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings I and when required to access mechanical equipment and valves. Doors shall be recessed type, fire rated if in fire rated wall or ceilings. FACE OF WALL As manufactured by Karp model RDW and KATR. 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawin s g I I I REFER TO ARCHIT. DWG prior to bidding to fully familiarize himself with project. FOR SEPTIC TANK- DRAINFIELD EVALUATION. O I ' I STAINLESS STEEL COVER I I SCREWED TO THREADED C,7. PLUG, I I I L d L� !1 d I I I (f ) WAL I I O TYPICAL CLEAN OUT DETAIL N.T.S. I T CONNECT TO EXISTING 4" BLDG. DRAIN. Q I I VERIFY EXACT LOCATION &INVERT I N r 1 11 ✓ ' I BEFORE JOB COMMENCEMENT MAADDITIO R BEDROOM EXISTING BLDG So. VAL EXISTING C00 COOL 2 1/2" H 2'AAV (2 WAY) NEW HOT AND COLD WATER SHOWER TIE -IN TO EXISTING 314' CW LINE RUNNING AT CRAWLING SPACE. r I _ _ _ _ _ _ , - VERIFY EXACT LOCATION BEFORE 1 000 EXISTING JOB COMMENCEMENT _ 1 I T D DINING -- SK EXISTING 3/4 DOMESTIC WATER SERVICE L EXISTING IWH TO BE 4UNDRY NEW (12.8 FU AS PER TABLE E' 103.3 (2) PBD 2004 RELOCATED AS SHOWN EXI RING 2 °ASV I L I - EXISTING KITC EXISTING WATER METER TO REMAIN BEDROOM EXISTING KITCHEN FIXTU S 3 TO REM NEW y' EXISTING BLDG. SO. VALVE O O - REFER TO PLUMBING FLOOR S ,� a °° µ PLAN FOR CONTINUATION ./ 4 O - � LOCATED TIE -IN TO EXISTING 3/ CW LINE EXISTING BATHROO RUNNING AT CRAWLING SPACE. 3/' TO REMAIN N EW_ H R 00 4'(20 FU) VERIFY EXACT LOCATION BEFORE" COOG �� BLDG. DRAIN. JOB COMMENCEMENT 2 WAY � ECT TO EXISTING 4 BLD G. DRAIN. - - - - - - - - EXISTING 4 " RI INVERT EXACT LOCATION & (9 FU) BLDG. DRAIN. ' �� CL V I BEFOR JO MMENCEMENT � I , 3 / 4 • � � r --- - - - - -- — EXISTING LIVING ROOM w \ 1/2 2' AIR ADMITTANCE ` \. I �` i EXIST. A z w \� ;', 2:' �� 1 BATH 1 coot \ \ 1 EXISTING NEW Q ' � VALVE (TYP.) 1/ HB ' I SK I WATER HAMMER I _J W CO I 3' (2 WAY) �\ I! ��\ '> �> ARRESTOR (TYP.) 1 CL ( DINING FAMILY ROOM n — ` I 3/4 I LL NOTE: v 1 / , / 1 1 n MINI -SHOCK ABSORBER 1 . 1 Q LAV " • SMALLER ZO SHALL BE ED AT 1 /4' /FT " �, `\ '' '/ SK I' TYPE "AA "(TYP.) L _ _ _ _ _ _ _ _ _ _ _ _ _ _J 2i CO 2 4 (11 FU) • ALL HORIZONTAL DRAIN PIPE 3 "0 OR LARGER EXISTING 3' V W �[ LJ SHALL BE SLOPED AT 1 /8 ° /FT. MIN. �I 3/4 ' d \' W � SH W EXISTING IWH TO BE 3/4" 2' WC 3'(7 FU) RELOCATED AS SHOWN `` ' I I� r 1 V ® I W 3 . EXISTING SH I � I 1/2' ,\ I LL V) � (� L\I BEDROOM I SANITARY PIPING ISOMETRIC - NTS 1/2' \ 1/2" '4 �\ DRAWN LAV C H Et:'!c ED A.R'v. - WC DATE 9 -18 -07 SCALE WATER PIPING ISOMETRIC - NTS R EYES -G ILAN AS SHOWN CONSULTING EN INEERS, INC. JOB NO. 16252 N.V'l. 79AVENUE 07 MIAMI LAKES, FL 33016 SHEET TEL 305.828.0544 P L U M 8 N G F P L AN / r' F 305.828.6484 u u ��w u � u � u / Em reyesga� SCALE: 1 /4 " 1 ' O ' GSA o. 8464/ .E. No. 48181 OF 1 SHEETS F;:77 I ' I ' I CITY SAD COPY d E FEE D CHOQ! 90 MA e � MIAMI. 0 co YED AV AV 0 m AV I 'I i PE ne MIAM SHORES VI UA 5 �p :IF o < � Is APPROVES J'' ATE I J�l� FEB e c ccc -- � 4 1 /0 ' I a t STRU _ E U s S ELECTRICAL c -* e c _ c c c PLUMBING � —* X 0 (f . , MECHANICAL s ,— � � a r _ g fV w._ SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND RE�t�LAT € ®i�lS -u` 2s1 AH II REVISIONS BY E D OWNER SUBMISSION ROOF SHEATHING NO TE: AU 0-4 2008 5 -25 -07 EXISTING USE 5/8" PLYWOOD SHEATING ZBA SUBMISSION EXIST. PLYW(;OD SHEATING ��`'"� "" 6 -2, - D7 PLACE PLYWOOD ROOF SHEATING SH - 183 BIDDING REV. BEAM TO REMAIN I CONNECTED TO TRUSSESS W 10d N 0 - 1 2 - 08 ,s » @ 6" O.C. INT. & 4" O.C. BOUNDAR PERMIT COMMENT LL (1) #4 TYP. 2 ,s REVIS 3 —,7 —Oa #6 DRILLED 6" INTO 7-29 Q 7 -2s —oa EXISTING & SET WITH EPDXY GROUT (TYP.) NEW 4" CONC. SLAB 8 EXISTING COLUMN (TYP.) \\ \\ \ — .4XW1.4 WWF n \ / \/\ W /6x6 W1 NEW 8" X 12" CONC. 3 ON 6 MILL VAPOR BARRIER COLUMN W/ 4 # 5 & \ \\ \ \\ \\ ON WELL COMPACTED FILL. \/\ \ \/ # 3 TIES @ 12 „ C.C.. #5 @ 12” COLUMN REINFORCING # @ 24" C.C. DRILLED R -30 INSULATI) EXISTING \\ \ \\ \„ NOT SHOWN FOR a 6 INTO EXISTING W/ a FLOOR ALL CELLS BELOW GRADE \\ \ \ CLARITY UPS RT24 ©4 _ EPDXY GROUT OR INTO ' -0" O.C. J W SHOULD BE FULLY GROUTED d m o lz 00 FILLED CELL AT EXISTING � .—�„ _ go #6 VERTICAL REINFORCING IN ' MASONRY WALL. < V) ° aLd� \ \\ \ " 4 QwCo a GROUTED CELL @ 48 C.C. (TYP.) ❑ EXISTING /\ 1/2" GYP. BD. OVER lx FOOTING �/ \ „ WD. FURRING ©16" O.C. EXIST ROOF NEW 12 x16 CONT. CONCRETE ; LO \ _ � COMPLIES WITH SEC. 104.2(C) LO \ \/ \ T. REINF. OF SFBC. SUPPL. 3 FOOTING W/ 2 #5 CON EXISTING ROOF )VERH AN & # @ 18 C.C. SHORT WAY. TO REMAIN EXISTING TIE BEAM EXIST. MASONRY WALL 1/2" GYP. BD. OVER WD FURRING C u t'N NNECTING T DETAI AND R -5 INSULATION "PIGGY— BACK" TRUSS DETAIL EI LLED CELL CO N N ECTO O N ( NE W Cu REINF9 TO EX I ST® STAIR D ETAIL 3 TO EXIST® COL.0 M N SECTION 2 � „ - EXIST,/NEW ROOF S - - 1 0 6 _ s -2 SCALE 3/4 -1 0 SCALE 3 4 S 2 NTS S -1 SCALE :3/4 "= 1 -O 2"X BLOCKING ° 3horres veils e APP ftY A 2 "X6" RAFTER @ ZONIN Uff 24 O.C. ATTACH RAFTER TO CONC. �. o ROOF SHEATHING NOTE SLOG �� USP RT 24 AT Ld BEAM W /USP TAP L16 EACH RAFTER FINISH ROOF TO BE NAILED, METAL CONNECTION USE 5/8" PLYWOOD SHEATING SUMkCrT0 > MUD GLUED, OR CLIPPED OVER PLYWOOD ROOF SHEATING SHALL BE STATE MD COUNrYM AeGUItAnONS 0 HOT MOPPED FELT ON 30# TIN CONNECTED TO JOISTS W /8d NAILS @6 "C.C. ALONG PLYWOOD BEARING, TAGGED FELT ON 5/8" EXT GRADE W _ 6 "C.C. ALONG EDGES & 6 "C.C.@ CDX PLYWOO D ATTACHED / 10d COLOR THRU FLAT COMMON NAILS AT 4" O.C. AT PANEL TILE TO MATCH EXISTING INTERMIDIATE SUPPORTS. „ EDGES AND 6 O.C. AT INTERMEDIATE pp� 2„ �1 2 SUPPORT (STAPLES NOT ALLOWED) NEW M\N S USPUH26 USPUH210 3"X 3" 26 GA . REVISION A METAL DRIP W / 7 -29-08 (2)2X6 LEDGER PT. CIII (0 1"X2” PT. NAILER RAFTER SEAT W/5/8" KWIK CONT. o l o i s BOLTS 0 "16" O.C. o l ol o0 00 00 r 3 "X 3" 26 0 GA. t WOOD FASCIA NAILED • + ' METAL DRIP W/ 3 3/16 TAPC NS 0 4" O.C. TB— :; ° 1 "X2" PT. NAILER INTO EXIST. TIE BEAM RAK EXISTI CONT. - '':' 2)( BLOCKING U V) 2 "X WOOD FASCIA BOARD TO MATCH EXISTING NAILED TB -1 RAKED Ld EXISTING ` 1 "X4" P.T. FIRE STOP 4" O.C. ° PAINTED WOOD 2" X FASCIA :;.::•-: TIE BEAM ° NAILED 4' O.C. TO TO REMAIN MATCH EXISTING STANDARD HOOK „ „ ; 6" EMBEDMENT NEW 1 X4 P. T. (2) #5 CONT. FIRE STOP��- END BRACING AT j 6" '- " DRILL & EPDXY TB -1 ' 6 —0 , O.C. EXISTING 8 x12 " CONCRETE TIE BEAM 0 STUCCO ON METAL LATH TB -1 INTO EXISTING SOFFIT TO MATCH EXIST. TB - W/4 #5 CONTINUOS & #3 STIRRU S ON 30# TIN TAGGED CDX P 10d 4 @12" & 48" C.C. AND 2 -60" / TRUSS @ 24 0. C. AS LONG #5 BENT AT CORNERS 8X8 W /(2) #5'S PLYWOOD ATTACHED W NEW R -30 COMMON NAILS AT 4" O.C. PER MGF. SPECS. Q AT PANEL EDGES AND 6" I m INSULATION O.C. AT INTERMEDIATE w I SUPPORT NEW R -30 2 COATS (5/8 ") OF STUCCO 1/2" GYP. BD. OVER WD FURRING INSULATION MIN. NEW 1 /2" GYP. BD. IS TO MATCH EXISTING AND R -5 INSULATION ATTACHED TO TB -1 (RAKED) 6 BAR IN FILLED CELL EXISTIN #5 @ 40 "C.0 IN FULLY a NEW WOOD UNDERS OF S "X12" CONC. RAKED CAP # RESIDE E GROUTED CELL 3U LAP MIN. TYP. NEW TIE COLUMN JOIST TIE BEAM W /(4) #5'S AND (2) #5 TO BE DRILL a STIRRUP @ 12" O.C. W/ ROOFING & EPDXY INTO EXISTING #6 BAR IN FILLED CELL OUT— LOOKERS AND "X" BRACINGS FOOTING (6" MIN.) AT TRUSSES 48" LAP MIN. TYP. (2) #5 TO NEW FOOTING 1 X 4 P.T. WD. FURRING FIRESTOP (TYPICAL) NEW ENCLOSED PROVIDE HORIZONTAL TRUSS ELEV. 12.33 N GVD V) MASONRY REINFORCEMEN GARAGE @16" O.C. EXTEND THIS T : °—`° 4" CONC. SLAB ON GRADE ADD (3) # 5 TOP AT COLUMN REINFORCEMENT MIN. 4" .6 MIL VISQUEEN W /6 "X6" W1.4XW1.4 W.W.F. LOCATION & EPDXY INTO TIE COLUMNS AT COMPACT SOIL TO NEW FLOOR TO MATCH &, EPDXY INTO EXISTING EACH END TERMITE TREAT 6 MIN. EXIST. HEIGHT 12 "X16" 00 CONCRETE FOOTING W GVD W/(2) #5 CONT. JOINTEXPANSION � ELEV. 12.33 N _ .. J..- 7";-y •• •i' •'�7�•• �f_`' 4,,. .t' .T� �'.: �• j ', � -. _!-r ^ i-^rT: t'�.'�, . , Q •' ' 4" CONC. SLAB ON GRADE P -O PI 1 3 MIN. COVER W /6 "X6" W1.4XW1.4 W.W.F. Q C. SLAB (TYPICAL) EXIST. CONIC. NEW (3) #5 CONT. 4 6" EMBEDMENT EXISTING FOOTING 3 BEAM BEAM TO REMAIN DRILL & EPDXY INTO WF -16 1/2" EXPANSION EXISTING FOOTING NEW FOOTING JOINT DRAWN M.M. WF -1 WF -1 CHECKED N To E M.A.C. F U N D TON DATE 5 -21 —07 8" 10 8» ED A. LANDERS P.E SCALE AS SHOWN S - N.T.S. STRUCTURAL ENGINEER JOB NO. 7850 N.W. 146 STREET O7 SUITE 509 FL. # 038398 SHEET WA LL 5 4 S W ALL SECTION , MIAMI LAKES, FL 33016 S -2 SCALE :3 4-" = 1 ' -O" S - 2 SCALE :3/4" = 1 ' -O" (305) 823 -3938 1 E; 2 OF 2 SHEETS t , t W0 c � 0 i I I I j 1 i i I � 1 l OWE OT T-1 I I i I I� I I I I , � I,I I