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08-1384-004CONDENSING UNIT 6' MIN. FASTEN C.U. TO o • ANCHORED 2 X 4 PRESSURE TREATED WOOD SUPPORTS - - -- �,. CONCRETE BASE W/ —� 6X6 -10/10 WWF 6" MIN. CONDENSING DETAIL N.T.S. 0 WI Z H W ly O, wl 0- 5' (2) 1/8" STAINLESS STEEL I —DOWN WIRE TO TANKLESS HURRICANE WINDS (TYPICAL.) SECURE CABLE TO W/H PAD USING ANCHOR BOLTS. — B CONTROL CONNECTIONS 6" MIN, S-4 I AIR TEMP. CONDENSER 95 F AIR TEMP. ENT. EVAP., DB /WB HR 1/2 32 COND. M.C.A. 12 COND. MAX. FUSE :............................. ZONE 5 VOLTAGE, PHASE 23OV/10 CONDENSING UNIT MODEL +54.60 PSF A.H.U. MODEL — MANUFACTURER ........................................................................................................................................................................... -73.20 UNIT TYPE SPLIT, DX 4 "0 26 GA 1.- 00 R -410A SMOOTH SURFACE I I ....... ...... ............. 22 "x32 "x12" DRYER EXHAUST 3/8" LIQUID LINE 1/4" THRU WALL Q (2) 1/8" STAINLESS STEEL CABLE TIE —DOWN WIRE TO WITHSTAND HURRICANE WINDS (TYPICAL.) SECURE CABLE TO CONCRETE PAD USING ANCHOR BOLTS. — POWER do CONTROL CONNECTIONS 6" MIN, HEATER CAPACITY (BTU /HR) 4" MIN. AIR TEMP. CONDENSER LIQUID LINE W/O INSULATION SUCTION LINE W/ 1 -1/2" ARMAFLEX INSULATION do VAPOR BARRIER HVAC HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTOR X FIRF DAMPER(S) X .,VOKF DAMPER(S) X FIRE RATED ENC OSURE X X CEILING ASSEMBLY X STOPPING FIRE X SMOKE CONTROL X 6040HR ZONE ...4 +51.40 PSF - 5G.00 12'3" 6'--1" 6' -1" 10' -1i„ AHU #2 TV ROOM Ln I \� \\ N I \� N \ \\ 1 /4 "LIQ. 1/2 "GAS LINE \\ UNDER S� \\ 4„ a 5'- 7" �o LAU DRV D 32" x H.C. 5 -- 32" x 30" H.C. DOOR �o \\ BATH I, S � SOOsw.in.) \\ I � , II A/C SCHEDULE UNIT NUMBER AHU -2 SUPPLY CFM/ 0/A CEM 353 SENSIBLE CAPACITY, BT'J /HR. ............................... . _.. - - ........... .............. ............................... .... LATENT CAPACITY, BTU /HR. — TOTAL CAPACITY, BTU /HR. 12,000 HEATER CAPACITY (K.W.) 3.9 HEATER CAPACITY (BTU /HR) — AIR TEMP. CONDENSER 95 F AIR TEMP. ENT. EVAP., DB /WB 80/67 COND. M.C.A. 12 COND. MAX. FUSE 15 VOLTAGE, PHASE 23OV/10 CONDENSING UNIT MODEL PUZ— A24NHA A.H.U. MODEL PCA —A24GA MANUFACTURER ........................................................................................................................................................................... MITSUBISHI ............................... UNIT TYPE SPLIT, DX SEER OR EER 13.4 SEER REFRIGERANT TYPE R -410A ................................................................................................................................................................. AHU DIMENSIONS (HxWxD) ............................... _..... 12"x31 "x9" ........... .. ......... ........ . ..... COND UNIT DIMENSIONS (HxWxD) ....... ...... ............. 22 "x32 "x12" SUCTION LINE 3/8" LIQUID LINE 1/4" io 00 I DO P RCH LIVING ROOM LEVE 6" 1" 111-7„ 36" x 80" S.C. DOOR 4 +54 so -59.30 PSF ZONE +52 30 PSF 6" x-68 10 611 EXHAUST FAN BROAN 100 CFM. 6° MODEL -688 Q 120V/1 PH 7! W /BACKDRAFT DAMPER W /4 "O X 25 GA. M TL. DUCT THROUGH OVERHANG W /BIRD SCREEN KITCHEN FLOOR PLAN Am- afm SCALE: 1/4" = 1'- 0" EXISTING DINING ROOM DEN III THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC 2004 & 2006 SUPPLEMENT. R4409.13.5 TERMITE PROTECTION ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." SOIL STATEMENT: SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND /OR ROCK). PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT FROM AN ARCHITECT OR ENGINEER TO CERTIFY THE PRESUMTIVE SOIL BEARING CAPACITY. R4404.4.3.1 SOIL COMPACTION FILL SUPPORTING CONCRETE SLAB SHALL BE COMPACTED UNDER THE SUPERVISION OF SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY COMPACTION TEST FOR ALL LAYERS & 98 PERCENT FOR FOOTING. CHAPTER 9 B -53: RADON RESISTANCE PROVIDE 6 MIL.VAPOR BARRIER AT CONCRETE SLAB TO COMPLY WITH CHAPTER 9 B -53 �:1Aa7:Z�Z�7�1 W. I. CL. U r A/C CL. BEDROOM I I ii EXHAUST DUCT TO SCREENED EXHAUST FAN (26GA. VENT. 24" GXA SHEET METAL TOILET EXHAUST TO OVERHANG SCREEN N.T.S. INTRUSION & BURGLARY SECURITY NOTE: ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, LATCH BOLT BY KNOB; LATCH BOLT DEAD- LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE WITH PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED. CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION. MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN- THRUST AND OF HARDENED OR CONTAIN INSERTS. AT DOUISLE DOORS SECOND DOOR SHALL BE PROVIDED WITH HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2" PAIR OF HINGES WITH NON - EXPOSED SCREWS AND NON - REMOVABLE PINS BY SET SCREW IN BARREL. MAIN ENTRANCE DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION ANGLE OF OUTSIDE WHEN DOOR CLOSED. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 49" OF INSIDE LOCKING DEVICE OF DOOR SHALL COMPLY WITH A.N.S.I.297.1. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING - EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY AMERICAN NATIONAL STANDARDS, INSTITUTE'S STANDARD 297. SLIDING GLASS DOOR CON- STRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN -LOCK POSITION. ACCORDING TO ALUM. ASSOC- STANDARD FOR FORCE -ENTRY RESISTANCE AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS. ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE DIRECTION, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED FROM THE OUTSIDE - OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMEM80NS, ELfbHT10NS AND AlJGLES AND ALL OTHER EXISTING CONDITIONS PRFORTO COM_MENC114G ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPRO'Jc ALL ICJ; CRMATIaN ON D ?.FwINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ARCHITECT BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS 5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT PROJECT. PLEASE NOTE - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. LEGAL DESCRIPTION LOT 1, BLOCK 9 OF "BIRD ROAD ESTATES" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 19 AT PAGE 76 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. I, loiL TO BE b , 11 ` U � r (365.5 sq.ft_) UJ ��n W b , r DEMOLISH uL � M 0 qq Q a.. Z w Cl) 2 Q m o H n.0a O j (0 � D 17.00' 1 Q 1 .::.. . b� . 2 0' _ -1. _ :: - IN b " 5_650 ONE STORY N ,o.H.L.O z.... ONE STORY M ;' D.H.L. r , z RES 6250 ELECT.SERV N RES #� 6250 ELECT.SERV uJ LOT 2 o _. W LOT 2 BLOCK 9 o 3.G5' 15.40, o, C a. BLOCK 9 O 11.c0' 3.cs 15.40' I t" � v : Q O U : :... O A/CLJ _. p , IL d v F. 1_45' CL � . 0 0 O ,°n o N a 1.45' CL -- `, o a 11.30 o m �— O ,°, o N Y 4 w 14.10' M ®/ ~ W. w 14.10' m ©/ Z -.- uj 11 -. N ' Y Y - ' Z LOT 1 Z o I?: LOT 1 ` U IK BLOCK 9 -, _ ° BLOCK 9 Y ii'� :: Y j -.� , :o . j 3.45 cn } 3.40' 5, _..I _ ao' c.o0 pp ....................: 1.00' 6.00' p LL METAL SHED c, uI o u p:.. _ SHED GONG nI o U O F- 1.40' CL ' 4' CHAIN LINK FENCE 3 O O' 1.40' CL _ _ 4' CHAIN LINK FENCE - MOO 0' 61.00' - 61.00' __ o WOOD C� a o U ;:: I' i o WOOD U CD a Ln I SOLE o , LOT 10 o p POLE o �i L 7 LOT 10 o O m BLOCK 9 I ~ o BLOCK 9 m F p .. .. . .. DEMOLITION PLAN SCALE: 1 "- 20' SITE PLAN SCALE: 111- 20' LL O tn � U � W UJ M M W uL � M 0 qq Q Z w Cl) 2 Q m o H O p (0 � D Q Drawn rY PUERTO /CBS (305) 262 -8075 Checked: M. LOPEZ Date: 11/25/08 Sheet: Project # 08 -115 3