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440 NE 92 St (6)tc 4 J 5z. S, 5'CoNG• /10.05 4E ,t '1 p/P /ze HO/ .0. •( 4 � 1�-' 0 - - - 9 /,40 1/Adir - - pAV • N7 - 77 • 35, o0 i a2 &R 775 20,95 57o /4/24 eel . /00, ✓ (iJ /on 6o' ( , /4.89t( 7 4- 7 - 0 - 0 6.05 1710 5TVR y RES /Dc N 745 Wc, p oh/ cone. /4./0 3.¢ j • 7 7 A /c.•;/0 lot u• GD/S�G - P.. This property described as: The West 6" of Lot 6, all of Lot 7 and all of Lot 8, Block 49, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. PROPERTY OF: P';°, 6" Ne. 200, co, ose� ( iti - 2 N N r1rr VA LID wri IIo( rr r11C sl(:PXruwk aND OlE u*I(I.rA1. A.% ED SEAL OF ►LuetUA IJ('!'.` SED SIIKVEUIII Az. D . IA r ?M GOGA" r/o MQ A BOUNDARY 1 SURVEY t hereby certify that the survey repre- Fenced hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 61017 -6 Florida Ad,hative Cade pursuant to Section OZ.IIR Fla. Statutes There are no Ana. overlaps. easements appearing on the Nat. other than as shown hereto. - 92 sr /' /, 5. ,/ 'f S/ PL. r.oe. llAYtYOS AIID MANTA iso,1 ( 7 Phillips, Gladstone and Kathleen, 440 N.E. 92nd Street, i Miami Shores, o LANNES AND (; AR INC . LB. # 2098 • • SURVEYORS-MAPPERS-LAND PLANNERS :BEALE SMITH #5238 Office address: 359 Akazar venue. (oral Gables, Florida 3304 (305) 666.7909 195.1) 523 4663 FIEL,D DATE SCALE Ge /2 2/0 / SO DRAWN BY ,. Pagel of2 DRWG. NO 129669 GENERAL NOTES CODS= REQUIREMENTS - Private swimming pool and spas shall comply with chapter 424.s Florida Building Code, 2002. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (424.2.3). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, l992 "Standard for above g round / on g round residential pools± and NSPI -5," Standard for residential swimming pools± published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME A112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Not Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa if the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" g rate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System , 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of' two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of' 3 feet or located on two different planes± i.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fittingCs): shall be located in an accessible position at least ro inches and not g reater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of' the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure teat of not leas than 35 pal for 15 minutes. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gas supply requirements for water heaters. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Gras Piping - Gas piping shall comply with the Florida Building Code, Fuel G. Electrical - Electrical wiring and equipment shall complc2 with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 424.2.11.1 through 424.2.113 Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim out in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or Tess. Pool Fittin s - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. Hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device shall be installed. Exception 1s plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.T.M. 615 g rade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 psi sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic soils be discovered on excavation. They should be removed in their entirety. This pool requires 1500 psf bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of' the existing lot and residence are so indicated. The pool contractor shall verify all dimensions fn the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. In general, hold a distance of' 10 feet from overhead electric lines to on pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backfill - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Bac:kffll shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 % of the soils maximum density. A professional engineer will develop soil placement. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. Diviing - No diving board and no diving is allowed on any pool less than 8'0" deep and specifically d signed for diving. This pool is not deafened for diving unless specifically stated on the site plan. Horner Plans - This plan remains the property of I- lorner Consulting Engineers, inc. it is not transferable from one contractor to another with out written permission of Horner Consulting Engineers, Inc. NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 PAGE4 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CH ARLES W. YOCOM z z 0 1 0 I0 K) J LL. W J Q 0 W 0 3 Q J Q O ct W Z J W O a. Lt ) N e. PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED HANDHOLD 6" DETAIL NOTE: PAVER DECK BY OTHERS. 2 -"3 CONT. INTERLOCKING BRICK 10060' — - -- - r.,1 o /i? HORNER CONSULTING ENGINEERS , 6 6�6C PHONE NO: (954) 772 -4940 RNER •• •■ • • • r tr• . ■ . ■ f1 r■ A 11 T 1 A 1 1 f1 r"‘ r1 w I r r 1 T T ? /1 1.1 1 A v A 1 /1 _ ! / \ 1 L A ♦ r\ N.T.S. LOCATE 0 WATERL NOTE: PROVIDE A NAND HOLD NO MOE THAN 9" AOVE TN NORMAL WATER LEVEL. COPING: PATIO SET IN SAND ON COMPACTED FILL / -1 3/4" x 3/16" TAP CON. _/ REINFORCED CONC. SLAB TILE SLOPE IIIIII IIIIIIII v UJATER L — - 1 1 3 _ = IIIA-IIII .111 1111 0 FILTER ......-.... - • _ JlI I= IIIII1— IIIIIIIIIIII MIN VETICAL 2' -3" SHALLOW 3' -0" DEEP 5 e �� TO 6 ,� C C � 0. J - PUMP END END - OOL NOTE: PAYER DECK BY OTHERS, 2" COVER (CENTER) 6 " TOP 4 6" BOTTOM 1 3 PUMP, FILTER ANSI HEATER ANCHOR POINTS(TYP) HEATER APPROVED 0 p p C carcRETE❑ CCNC ET , � re .. . T = s i ❑ ❑ p NOTES: ANCHOR BOLTS THROUGH B BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP HEATER SHOWN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAB (4) 2 1/2" ANGLE BRACKETS (HEAT WITH (4) 1 3/4" x 3/16" TAP CON (4) 1/2" SELF TAPPING SHEET POOL EQUIPMENT 4NCNORINC�,. 4 FILTER HEATER) PUMP) AND METAL SCREWS. 18" FINISH W/ AT 10" O.C. EACH WAY. / STEELTEX FORM, / KRAFTBOARD OR EQUIV. 10" O.C. BOTT. CENTERED WALL SECTION } r a III ` • 5 "3 AT MIN. E.W. 11=11=11=h--1 I : 11 - - 6" TY 11 . 11:1 1 .11 11 1 . 1 1 1 1 PAVERS = 11 =11 = 1 =11 STEP DETAIL \ \� � // j ( FOR DEPTHS TO 6' -0" ) N.T.S. N loe':uv ❑ N.T.S. IMPORTANT NOTE: 15 ALLOWED ON ANY POOL DESIGNED FOR HYDROSTATIC ANTIVORTEX GRATE TO VALVE 1 1/2" {3E FASTENED WITH SCREWS 18" 9 2 P sTEPe L. A c NO DIVING BOARD AND NO DIVING: LESS THAN S' -0" DEEP AND SPECIFICALLY _ _ ( 1 DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING. 31 , . , Former+ p p MIVE p RESIDENCE 31' 6' 1 • TILE (TYP.) 1 WATER 1:1 MAXIMUM SLOPE MAIN LINE N.t.S. - `1) 11. 1 �� T�TILE 5 SLOPE DRAIN 11' SLOPE (TYP.) MAX. LONGITUDINAL POOL SECTION ROCK BED DETAIL N.T.B. _J WELL POINT WELL POINT +'3 10 "0.C, EA WAY (SEE TYPICAL WALL SECTION) SWIMOUT DETAIL g \ (TYP.) MAX. N.T.S. CONTRASTING TILE 0 EDGES 12" ARIES 3' '1 4' -0" MIN. 18" t0b0' N.E. 92ND STREET ��±± I s 1 T .®. Pi_ AN 1 1611 ( .. 1 0 J • . ' /P J. B. dJ TILE — r - -1 1.. E f 1 J .� 3/4" PVC COND. 1 8 SOIJD COPPER (tYP.) SCALE: 1" = 30' L w3 e 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) 1. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. *2 "TOTAL TOLLERANCE FROM UNIFORM RISER I-IT, 3. 240 SQ.IN MIN.AREA OF FIRST STEP DETAIL OP STEPS N.T.S. I Illna I I!l11� A BOND WIRE TO I I I I-}.I- - AIL SW I MOU DETAIL TERMINATE ON POOL DECK PREFAB. UGHT NICHE LIGHT NICHE DETAIL - N.T.S. WP MANUAL STARTER SWITCH (TYP) AUTOPILOT W/ TC MO TOR • • 2 "X30" SPILLWAY 0 - WALL 2" BELOW BEAM - 1' AUX. B AM < COPING TILE 2 PANEL COPING ` rr`ilrm�ra�`� =jj DIM. 15 TO 1 WATER LEVEL SPST TOGGLE SWITCH BLOWER WP GPI 10' t0 • MOTOR 111 - Ii TOP OF BEAM NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY / STATE: MIAMI SHORES, FL 20' FROM WATER '11r 6 „ WALL W / 0 6 �� O/C EACH WAY OR W/ 2 MAT OF "3 10 STEP aft 48" MIN. 18° HIGH BEN 41 , - 41,1 ` 1 =I mg UN BOXES (3) 12V TRANS. O/C EACH WAY. SEE TYPICAL WALL SECTION SECTION FOR DETAILS HCE# 02 133' - 10 JOB# DRAW► : :NOW P ATE:03 /04/02 PAGE GA5 fGN. SWITCH 3"12 IN 1/2 COND. L Co POOL DECK 2" t0 PUMP L ��. . I I" NON - CORROSIVE IN POOL AREA GROUND (2) 8" AUX. POOL DRAINS W/ ANTI-VORTEX GRATE SECURED W/ SCREWS. AUX. POOL DETAIL a MA j, U eiecA 41610 PE LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION ; 2 CON'. (2) SAM LIGHTS ALL BOXES, RAILS, LIGHT, W/ LOW WATER MOTOR, ECT. W/ "8 WIRE CUT OFF DEVICES ELECTRICAL D IAGRAM COUNTY: DADE COUNTY,FL N.T.B. CHARLES W. YOCOM I. TH15 SAFETY VACUUM RELIEF SYSTEM 15 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHE5 OF MERCURY. 2. THIS SYSTEM 15 A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPPMENT OCCUR 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME 4112.1913M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. TH15 SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LINE LENGTH MUST NOT EXCEED TI-4E TOTAL LENGTH OF THE MAIN DRAIN LINE. S. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE 4 (2)90' BENDS 1) 90' BEND N POOL z uj E — — 0 cn? I" VENT LINE 6 11 SAFETY VACUUM RELEASE SYSTEM (SVRS) N.T.B. 0 a to 2" SUCTION MAIN DRAIN 2" SUCTION MAIN DRAIN LEGEND ❑ 2 WAY VALVE ❑ CHECK VALVE ® 3 WAY VALVE AIR BLOWER 2 Tee 3 WAY VALVE PIPING SCI- 4EMATIC 100 GPM 60' TDN AUTOPILOT IN -LINE C4- ILORINATOR N.T.S. - PRESSURE GAUGE AND AIR RELIEF VALVE 3 WAY VALVE NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 PAGE3 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 ,SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CH ARLES W. YOCOM 0 co N N N 4 .. u z 0 z Z 0 < I IL 0 M to J W J L.L. W 0 3 J 0 w z J W 0 a. to N GENERA NOTES CODE REQUIREMENTS - Private swimming pool and spas shall comply with chapter 424.s Florida Building Code, 2002. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (424.23). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of' a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Desin, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on g round reefdentiai pools± and NSPi -5," Standard for residential swimming pools± published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME 4112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Not Do not use or operate pool or spa if the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of' two s uction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of' 3 feet or located on two different planes± i.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. The suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible position at least 8 inches and not greater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, Fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure teat of not less than 35 psi for 15 minutes. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of' a recognized testing agency, and shall include a consideration of combustion air, venting and as supply requirements for water heaters. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Comas. Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Resfdential Pools shall comply with section 424.2.11.1 through 424.2.11.3 Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim out in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of' pool water in 12 hours or less. Pool F1ttin s - Pool fittings 51'1(311 be of an approved type and deafen as to be appropriate for the specific application. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. Hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device sha11 be installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.T.M. 815 grade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 per sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic s oils be discovered on excavation. They should be removed in their entirety. This pool requires 1500 psf bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. In general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backffil - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backffll shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 % of' the soils maximum density. A professional engineer will develop soil placement. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. Diving - No diving board and no diving is allowed on any pool less than S'0" deep and speciFically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. Horner Plans - This plan remains the property of Horner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permission of Horner Consulting Engineers, Inc. NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 PAGE 4 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 ,SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL BOOK 10 CHARLES W. YOCOM O O 4 co N N N llfl � 0‘ v 0` ,� 6 z Z X O I LL IL 0 0 1) J W J 0 W 0 3 J lL O LU Z_ J W O Q.. L() 1() N Ln I. THIS SAFETY VACUUM RELIEF SYSTEM 15 A NON - MECHANICAL VENT SYSTEM TI-IAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM 15 A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPPMENT OCCUR 3. FOOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME AI12.19.5M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX ( ) FPS. D. CI -BECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. &. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. VENT OPENING MUST BE COVERED WITH WIRE ME6I -4 SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE 90' BENDS 4 (2) 7 E \-(I) 90' BEND POOL 1" VENT LINE I" VENT LINE SAFETY VACUUM RELEASE SYSTEM (SVRS) x 111 — 2" SUCTION MAIN DRAIN N.T.S. 2" SUCTION MAIN DRAIN \\1 LEGEND ❑ 2 WAY VALVE ❑ CHECK VALVE ® 3 WAY VALVE 3 WAY VALVE 3 WAY VALVE BOWER 2"2" Tee PIPING SCHEMATIC ti¢ 100 GPM TDH N.T.S. AUTOPILOT IN-LINE CHLORINATOR - PRESSURE GAUGE AND AIR RELIEF VALVE NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL JO{N K JR PE LICENSE - 41410 21/2" Tee HCE# 02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL PAGE 3 OF 4 CHARLES W. YOCOM Mfi /Pig) 0 4 ,^ N N N .. v 6 Z W Z X © < L.L. a_ 0 J W J Q 0 N.. W 0 J Q J Q 0 W z J ct W 0 a. N NOTES: ANCHOR BOLTS THROUGH BASE (I 3/4" x 3/16 ") (TAP COW FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 13/4" x 3/16" TAP CON AND (4) I/2" SELF TAPPING SHEET METAL SCREWS. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVNG. THIS POOL 15 NOT DESIGNED FOR DIVING. 11' SLOPE (TYP.) MAX. 31' 31' 1:1 MAXIMUM SLOPE WATER LINE MAIN DRAIN ' SLOPE LONGITUDINAL POOL SECTION N.T.S. ( MAX. CONTRASTING TILE e EDGES Z 4 :3 * 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) 1. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. t2"TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MIN.AREA OF FIRST STEP DETAIL OP STEPS N.T.S. PUMP FRAME FILTER LANK MOUNT AND HEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB 11 -- 11M1111 I�IIl�II�l��� FILTER / CS PUMP, FILTER AND HEATER ANCHOR POINT8(TYP.) 3 PUMP HEATER POOL EQUIPMENT A,NCNORINC->a., 12" ARIES 3' WP MANUAL STARTER SWITCH (TYP) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER 3 cy 48" MIN. uQ a" 3 MIN. r T POOL DECK (3) JUNCt. BOXES SPST TOGGLE SWI TC4-4 I l" NON - CORROSIVE I COND. (2) SAM LIGHTS (1) SAL LIGHT W/ LOW WATER CUT OFF DEVICES (3) 12V TRANS. 3 "12 IN 1/2" COND. AUTOPILOT W/ TC ELECTRICAL DIAGRAM PUMP PR BLOWER MOTOR GA8 IGN. SWITCH IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ "8 WIRE HANDHOLD DETAIL N.T.B. LOCATE e WATERLINE NOTE: PROVIDE A HAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. NOTE: PAVER DECK BY OTHERS. 18" STEP DETAIL N.T.S. HYDROSTATIC VALVE 1 1/2" WELL POINT WELL POINT DETAIL ANTIVORTEX GATE TO BE FASTENED WITH SCREWS ROCK BED N.T.S. LIGHT NICHE DETAIL W/P J.B. 3/4" PVC COND. 1 #8 SOLID COPPER BOND WIRE TO TERMINATE ON POOL DECK PREFAB. LIGHT NICHE COPING 2 "X30" SPILLWAY 0 WALL 2" BELOW BEAM 6 " WALL W/ 0/G EACH WAY OR W/ 2 MATS 01 3 010" O/C EACH WAY SEE TYPICAL WALL SECTION FOR DE 2 -"3 CONT. COPING TILE �IUATER LINE MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END 6" MIN. NOTE: PAVER DECK BY OTHERS. 5" TO 6" .I. APPROVED FIN15N s TILE - (TYP.) °3 a 10 "0.C. EA WAY (SEE TYPICAL WALL SECTION) SWIMCUT DETAIL N.T.S. TILE - ( TYP.) (2) 8" AUX. POOL DRAINS W/ ANTI VORTEX GRATE SECURED W/ SCREWS. TYPICAL WALL SECTION ( FOR DEPTHS TO 6 -0" ) N.T.S. SJIMOUT DETAIL N.T.S. 1' 2 '1 WATER LE VEL AUX. BEAM 4 IING TILE TAILS IN L PUMP AUX. POOL D ETAIL INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL N.T.S. SLOPE STEELTEX FORM, KRAFTBOARD OR EQUIV. *3AT10 "O.C. E.W. BOTT. CENTERED 2" COVER (CENTER) 6" TOP 46 " BOTTOM W /*3AT10 "O.G. EACH WAY. DIM. 15 TO TOP OF BEAM STEP 10060 N.E. 92ND STREET sr PLAN SCALE: 1" 30' 14' NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 DRAWN BY:MSW JOB# DATE:03 /04/02 PAGE2 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CHARLES W. YOCOM 0 y I � N N V\ N L z Z Z X 0Q 0 z LL. z 0 z Lu 0 z 1 J z n LY Lu N z LL. 1 0 0 t0 tO J LL uJ 0 L.L. W 0 3 J IL 0 W z J W 0 Ln LO N et. / /7, Nr� 1uw� ►�+.nwiM r /Yarr. i; .- - 2;)1,' tYS NA, w p ‹ ;_ " _R ( :Wttt . • / \ }2— \3 0.0 <0 M� m� x ¥ d � >� a�� �� � : w § a >, . . »� 9 yj 7±�Z � \x / \ yy . .,. - .4r ' 2m/ ■ ^ 2/ t. > «' ° .%lo ) . ' . . \ .�w.. 14d) i .J . ' } \ 2 2 y \ 4 4 9}, \ y , «f a - x 74- j \ / }? ^ � . \ \� f* ƒ \ \ k / \. m P4' ie. c:'1 fl G t/ AN 4-, ,s. f \ti , / -.i .,/ ??; / tti.� , ea 38 -1 TO PL (NTS) EXIST. STEPS LOT 6/7/8 BLOCK 49 PAGE 37 COUNTY: DADE COUNTY,FL BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 EXISTING CONCRETE W.G.F. I. 10' MIN. 20' MAX1R0M WATERS EDGE. POOL PLAN SCALE: 1/4" • 1' -0" NORTH EXISTING COVERED CONCRETE 1 "VENTS • , • MI III MI • • • II a • , •,• 1111 LANDSCAPE SCREEN FER CODE. 3 1 -3 11 � 1 � " 'h i' 1I -8 SEED SW IMOUT W/ TILED EDGE. I - II w i t • II 1 Oz 1 -4' L41_3 1' DI4. 5i=,4 RAISED 12" W/& -JETS - DRAINS,1 -5,4L LIGHT/STEPS/2 NP E3LOWEIR 2 - i2ETURNS AND 30" SPILLWAY. TO PL (NTS) /0 EN. INEZRB ;4O1c: ENGINEER STR■'sLY RECOMMENDS CONTRACTOR BUILDS mom FLANS ,‘\.b 4F'PRCVEC' BY THE LOCAL BUILDING DEPARTMENT. k■.;E IS NJt RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY UITN THIS RECOMMENDATION. ./ POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: POOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: POOL ENCLOSURE: FOOTERS L.F.: DECO -O- DRAIN: PILING POOL: HCE# 02- 1335 -10 WN BY:MSW JAl1 • 416 PE 1 2 HP 148 SF DE 4 2 1 2 -SAMS 1 NAT.GAS 1 325.000 1 VAC 1 N/A 'AUTOPILOT COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: 130' -6 "X31 1 130 LF 1 1 19,7 92 1 I N/A 1 1 N/A 1 1 N/A 1 1 N/A 1 1 N/A 1 1 NO TT CO STRUCT;ON NQTc5 (POOL Ui51GN1 ;RITERIA) (1) PO:,L FEFZIMTEr? OQc3 MOT INCLUDE 10.5 LF OF POOL DAM WALL. (2) EXISTING FENCE ON PROPERTY LINE. (FIELD VERIFY) (3) PAVER DECK BY OTHERS. (4) 350,000 BTU NATURAL GAS HEATER. (5) VERIFY POOL EQUIPMENT IN FIELD. (6) LOCATION OF EQUIPMENT TO BE SET EXACTLY N FIELD. I- 1YDR4ULIC UPLIFT COMPUTATIONS FLOOD CREST ELY. FOR AREA = TOP OF POOL ELY. BOTTOM OF POOL ELV. HYDRAULIC HEAD ALLOWANCE HYDROSTATIC VALVE= NET HYDRAULIC HEAD USE MIN. 6'NHICK CONCRETE FLOOR SLAB , D I I.4' 5.4' -2.0' 0 NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR HOF NER 15 NOT RESPONSIBLE FOR ANY DISCREPANCIES DUE TO ANY ILLEGIBLE DIMENSIONS. SPECIFICATIONS POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE AUXILLIARY POOL AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RAISED: STEP(S): BLOWER: TURNOVER RATE: POOL FINISH ITEMS 1 BN 1 6 " 'PER PLAN 1 NO 1 NO 30" N/A 1 N/A 1 N/A 1 NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: LIGHT FEAT URES REMOTE :1 NO 1 COLOR WHEEL: LIGHT SWITCH: 1 YES 1 # OF COLORS: ADDITIONAL FEATURES GLASS BLOCK TYPE: GLASS ROWS HT: GLASS ROWS WDTH. # OF GLASS BLOCKS. 13' TO 6' 1 1 588 SF 1 13.67 HRS 1 EQUIPMENT 22 LF N/A 6 1 -SAL W /POOL N/A 12" YFS 2 HP 18.53 MIN. 1 YES 1 1 D -BRITE 1 11,022 SF I 1 NIA 1 'PAVER B /01 [NO 1 1 N/A 1 1 N/A 1 I N/A 1 1 YES 1 1 N/A 1 11Crill11 14 1 1 N/A 1 1 N/A 1 JOB# DATE:03 /04/02 PAGE 1 OF 4 CHARLES W. YOCOM 0 V 4) N N N ■ En 4 N 0 o •• z ° z W z X 0 Q ^ I IL 1J.. 0 to J LL W J 0 LL. W 0 3 J (.. 0 W z LL 111 a_ to N u) GENE AL NQT75 CODE REQUIREMENTS - Private swimming pool and spas shall comply with chapter 424.8 Florida Building Code, 2002. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (424.23). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPi 4, 1992 "Standard for above g round / on g round residential pools.* and NSPI -5," Standard For residential swimming pools± published by the National Spa and F'ooI Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME A112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Not Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa iF the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" g rate or larger, or other approved means. In addition, ail pools and spas sha II be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different pianest i.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common Tine to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fittings) shalI be located in an accessible position at least 6 inches and not g reater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing Facilities without the prior approval of' the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It sha II be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gas supply requirements for water heaters. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas. Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 4242.11.1 through 424.2.113 Ladders and Steps - All pools shall be provided with a lade water exceeds 24 inches. Where water depth exceeds 5 feet, benches / swim out in the deep end. Filters - The entire design of matched components shall have turnover of' pool water in 12 hours or less. Pool Fittings - Pool fittings shall be of an approved type an specific application. Skimmers - Skimmers shall be installed on the basis of one per Hydrostatic Relief Device - In areas of anticipated water to shall be installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatic compressive strength of 2500 psi. All reinforcing steel to c Soil Statement - Based upon rational analysis, the soil in this a after excavation and compaction. Should any stuck, marl, or of excavation. They should be removed in their entirety. This p Pool Staking - This design engineer assumes no responsibility required setback areas. Plot plans not prepared from legal are so indicated. The pool contractor shall verify all dimensio pool contractor shall establish locations of all utilities at the as required by the local regulatory agency. In general, hold electric lines to open pool water. Existing Structures - The pool contractor shall always take all from failure by sheeting and /or shoring or other methods the for the safety of existing structures. Backfill - The contractor shall backfill the pool shell with caut Backfill shall be accomplished with clean sand:), fee or organ' layers each layer shall be compacted to 90 % of the soils ma develop soil placement. Warning `= To empty pool after construction, for repairs or any pressures beneath the pool must be eliminated to prevent the consult a pool contractor or pool repair contractor experten Diving - No diving board and no diving is allowed on any po designed for diving. This pool is not designed for diving unl Horner Plans - This plan remains the property of Horner Consul one contractor to another with out written permission of' Horner l er or steps in the £h.a l low end where the there shall be ladders, stairs or underwater sufficient capacity to provide a complete d design as to be appropriate for the 1000 SF of surface area or Fraction thereof. Idle an approved hydrostatic relief device ally applied concrete with a min 28 day onform to A.S.T.M. 615 grade 40. rea has a 1500 psf sage bearing capacity her organic soils be discovered on ol requires 1500 psf bearing capacity. for pool construction in easements or surveys of' the existing lot and residence ns in the field and establish lot lines. The site. Min. clearance dimensions shall be held a distance of' 10 feet from overhead precautions to protect existing structures d esign engineer accepts no responsibility ion. The plumbing shall not be disturbed. c material and shall be placed in 12" thick ximum density. A professional engineer will other reason, the hydrostatic uplift pool from floating upward. The owner must ced in eliminating uplift pressures. ol less than 8'0" deep and specifically ess specifically stated on the site plan. ." Nrtc OLLmwE LI cD4e€ • 4 10 tang Engineers, Inc, It is not transferable from Consulting Engineers, Inc, NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE# 02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 PAGE4 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 v8UBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CHARLES W. YOCOM X12 0 4 co N N N n 4 0• u Z Z w Z X O Q = u.. 0.. 0 Z W w Z W 0 Z J 3 Z 0 0 w Z 0 0' O G� to I0 • J lL w J 0 W 0 3 J LL 0 w Z w 0 0 N I. THIS SAFETY VACUUM RELIEF SYSTEM I5 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTR.APPMENT OCCUR 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME 4112.19.8M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LINE LENGTH MUST NOT EXCEED TI-4E TOTAL LENGTH OF THE MAIN DRAIN LINE. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE ,f(2) 90' BENDS \-(I) 90' BEND c0 1 SAFETY VACUUM RELEASE SYSTEM (SVRS) N.T.S. - PRESSURE GAUGE AND AIR RELIEF VALVE NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 DRAWN BY:MSW DATE:03 /04/02 J0B# PAGE 3 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 &SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CHARLES W. YOCOM FM" +� 0 V ON 4 4 0 N I h N N eN LO 4 N u Z z W Z X OQ ^ I IL 1- J 3 Z 0 0 W Z 0 0 to 1 J W J LL W 0 3 J Ln LL O W Z W O 0 N 111 Q 1- 0 111 2" SUCTION MAIN DRAIN 2" SUCTION MAIN DRAIN 0 z LEGEND 2 WAY VALVE CHECK VALVE 3 WAY VALVE VALVE P 1 \\ r 4 �' Pv� '20 ,�,, Oy \� AIR BLOWER 2 .'2" Tee — Ar fi PIPING SCHEMATIC 3 WAY 100 GPM e 60' Tr ;14 AUTOPILOT IN- INE a- ORINATOR N.T.S. '91 X 4e l �\ ®N=.1R4L NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.0 Florida Building Code, 2001. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (424.23). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of' a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with AN51 / NSPI 4, 1992 "Standard for above g round / on ground residential poolst and NSPI -5," Standard for residential swimming pools.* published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME A112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Not Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa if the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction Inlets which can be isolated by valves, then each suction Inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should g rate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction inlet Per Pump: A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes± i.e., on the bottom and on on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible position at least 6 inches and not greater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Per manufacture recommendations, no air test shall be approved For PVC pipe and fittings. Sec. 424.2.12.1 Pressure tests. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the Zabel of a recognized testing agency, and shall include a consideration of combustion air, venting and as supply requirements for water heaters Sec. 424.2.14.1. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Sec. 424.2.14.4 water heating equipment shall be Installed with flanges or union connections adjacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas Sec. 24.2.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 424.2.11.1 through 424.2.113 Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim out in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or less. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Sec. 4242.13.2 joints and connections, FBC plumbing Sec. 605.21, purple primer required on PVC piping. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. Hydrostatic Relief Device - in areas of anticipated water table an approved hydrostatic relief' device shall be Installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.T.M. 615 g rade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 psf sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic soils be discovered on excavation. They should be removed in their entirety. This pool requires 1500 per bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. In general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backf1ll - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backfill shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 develop soil placement. Warning - To empty pool after construction, For repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. FBC -2001 Sec 424.2.9 water supply, local) ord. "2853 -95, backflow required on water service. Diving - No diving board and no diving is allowed on any pool less than 8'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. Horner Plans - This In remains the property of Horner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permission of Horner Consulting Engineers, Inc. NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 JOB# 0: • WN BY:MSW DATE: 03 /04/02 PAGE 4 OF 4 OT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CHARLES W. YOCOM D"' O co N N N 4 !!1 Z � Z W Z X O I U.. a. 0 O M J LL LLJ J U Z 1Y W o � Q J L1J Z Z DJ Q Z Q W Z J Z 0 W U3 (1 o L1J a- Z u, O N I u) PUMP FRAME FILTER TANK MOUNT AND µEATER IF SPECIFIED HANDHOLD t 6 ,1, DETAIL NOTE: PAVER DECK BY OTH ERS. 2 -*3 CONT. INTERLOCKING BRICK knab0. ^ p i 1 o Zia b. HORNER CONSULTING ENG I NEERS, I NC PHONE NO: (954) 772 -4940 R IVER • • -, r Ir..% • 1 IL 1 r .� i1 A 11 1 w 1 !1 w I r r 1 z T T 01 /1 r A v A 1 /1 / 01 • ♦ ♦ L A 1 /1 ■ N.T.S. LOCATE 9 WATERLINE NOTE: PROVIDE A HAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. COPING PATIO SET IN SAND ON COMPACTED FILL 13/4" x 3/16" TAP CON. _� REINFORCED CONC. SLAB TILE SLOPE III� III WATER LINE 1 1 1 3 = 41411 '- IIbIII IIiiI� FILTER ---m--- • ,�• IIII 11III�- IIIIII _ IIIiI- _ _ 5° TO 6 o C 9 7 PUMP MIN VERtfCAL 2' -3" SHALLOW 3' -0" DEEP END i END I . 2" NOTE: PAVER DECK BY OTHERS. COVER (CENTER) 6" TOP 4 6" BOTTOM / W/ *3 AT 10" O.C. POOL PUMP, FILTER AND 1- 1EATER fit -KNOB POINTS(TYP.) �b HEATER APPROVED S ! • R �6l .. ITT ❑ ❑ 3. ❑ NOTES: ANCHOR BOLTS THROUGH B BASE (I 3/4" x 3/16") (TAP CON) FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 I/2" ANGLE BRACKETS MEAT PUMP) (4)1/2'' (4) 13/4" x 3/16" TAP CON AND " SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCNORIN T ,9. 18" - FINISH f EACH WAY. / STEELTEX FORM, , I .. •t 1I �I ,I1 it 11 �t 1 e 11 � / KRAFTBOARD OR EQUIV. 1 " ✓ 0 O.C. BOtt. CENTER WALL SECTION r r 50'-1' `( • F µ "3 AT ✓ E.W. a -1 =.1 = Z9 - 1:11 I �.11 � 1� = -u = _ 6" MN. TYPICAL ,� '" / ) III ll II= v Irk t =11 =1 i 1 PAVERS =1 -11 =11 =11- STEP DETAIL 1111111. ( FOR D1=PTH5 t0 6' -0" ) M.I.5. e4- u N.T.S. IMPORTANT NOTE: 15 ALLOWED ON ANY POOL DESIGNED FOR FOR DIVING. 14YDROSTATIC ANTIVORTEX GRATE TO VALVE 11/2 BE FASTENED WITH SCREWS 18" BTEPa 200 AMP ' L NO DIVING BOARD AND NO DIVING LESS IRAN 8' -0" DEEP AND SPECIFICALLY DIVING. T1415 POOL 15 NOT DESIGNED - " ( I • 31' ASPHALT DRIVE RESIDENCE 31' 6' TILE ITYPa J WATER 1:1 MAXIMUM SLOPE MAIN LINE-] N.T.S. ' 11• i I�11 — TILE SLOPE DRAIN it SLOPE (TYP) MAX. LONGITUDINAL POOL SECTION WELL POINT WELL POINT I ROCK BED DETAIL NT .s. L *3 10 "o.c. Ea WAY (SEE TYPICAL WALL SECTION) SIIJIMOUT DETAIL R (TYP.) MAX- N.T.S. CONTTR TIL 12" ARIES 3' 4' -0" MIN. 18 " N.E. 92ND STREET S I T f='1_ A I �l 0 ( 1 , WL 1 0 J • ) .1 J ' W/P J.B. t0 TILE � @ � � Z ; -' J L./ 3/4" PVC COND. -'� I' I �} y - y - SCALE: 1" = 30' �* 3 0 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) I. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. t2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MIN.AREA OF FIRST STEP DETAIL OP STEPS N.T.S. 1 'III, #8 SOUD COPPER BOND WIRE TO TERMINATE ON POOL DECK PREFAB. LIGHT NICHE LIGHT NICHE DETAIL W I I OU I D T IL ,, N.T.S. WP MANUAL STARTER SWITCH (tYP) AUTOPILOT U/ TC OT P OR . 2 "X30" SPILLWAY 0 WALL 2" BELOW BEAM 1' J . AUX. BEAM t GO . TILE TO SERVICE 2 1 COPING _ '�r`��r`ij1i� =�`�� PANEL -- 15 TO TOGGLE SWITCH BLOWER DIM. Il' TOP of BEAM LOP GFI 1' to 20' FROM WATER— 1 . MOTOR NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL 6 „ „ waLL 6 O/C EACH WAY OR W/ 2 MATS OF �'3 10" STEP V 48" MIN. 0 18" HIGH BENCH 0 -t H d � � ad (3) JUNCt. BOXES (3) 12V TRANS. 0/6 EACH O WAY. SEE TYPICAL WALL — SECTION FOR DETAILS MIN z GAS IGN. SWITCH 3"12 IN 1/2" COND. ■ HCE# 02- 1335 -10 JOB# DRAWN BY:MSW DATE: 03 /04/02 PAGE 2 OF 4 f [ co POOL DECK 2" TO PUMP � �• 1_OT 6/7/8 BLOCK 49 PAGE 37 BOOK iv / I I" NON - CORROSIVE IN POOL AREA GROUND (2) 8" AUX. POOL DRAINS W/ ANTI- VORTEX GRATE SECURED W/ SCREWS. AUX. POOL DETAIL ,�/ 1 -7.;0) '/ SUBDIVISION: MIAMI SHORES SECTION #2 COND. (2) SAM LIGHTS ALL BOXES, RAILS, LIGHT, ll) SAL LIGHT MOTOR, ECT. w/ °S. WIRE W/ LOW WATER CUT off DEVICES ELECTRICAL D IAGRAM COUNTY: DADE COUNTY,FL N.T.S. JOENi lair PE CHARLES W. YOCOM TO FL (NTS) SCALE: 1/4" a 1' -0" EXIST. STEPS EXISTING COVERED CONCRETE CLEANING LINE W/ v4C -LOCK l' DIA. SPA RAISED 12 W/6. - JETS,2 - DRAINS,1 -SAL L IC I- 4T,STEFS,2 1-4F 'SLOWER 2- RETURNS AND 30 SPILLWAY. 4J BDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL BOOK 10 CHARLES W. YOCOM EXISTING CONCRETE W.C- .F. I. 10' MIN. 20' MAx PROM WATERS EDGE. r L IL 1-- 0z IR12 TO PL. (NTS) ENGINEERS N. T+: ENGINEER 9TRONC-LY P.Ec:O1IMEND5 c O'.TRACTOR BUILDS FROM PI AN3 A.ti APPROAP BY THE LOCAL BUILDING DEPARTN;ENT. HCE .. NCT RESPCNSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY WITH THIS RECOMMENDATION. CONSTRUCTION NOTES (POOL DES IGN CRITERIA) (I) POOL PERIMETER DOES NOT INCLUDE 10.5 LF OF POOL DAM WALL. (2) EXISTING FENCE ON PROPERTY LINE. (FIELD VERIFY) (3) PAVER DECK BY OTHERS. (4) 350,000 BTU NATURAL GAS HEATER (5) VERIFY POOL EQUIPMENT IN FIELD. (6) LOCATION OF EQUIPMENT TO BE SET EXACTLY IN FIELD. POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: POOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: POOL ENCLOSURE: FOOTERS L.F.: DECO —O— DRAIN: PILING POOL: J PE 41 NOTE: LAYOUT OF POOL AND I —(OUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR INORNER IS NOT RESPONSIBLE FOR ANY DISCRE DUE TO ANY ILLEGIBLE DIMENSIONS. 1 2 HP 148 SF DE 4 2 1 2 —SAMS 1 NAT.GAS 1 325,000 1 VAC 1 N/A 'AUTOPILOT 1 18'X37' 1 1 94 LF 1 1 20,465 1 BN ( 6" 1 PER PLAN J NO NO 30" N/A I N/A 1 N/A 1 IN/ I IN / A I 1 N/A 1 1111E02211•1 1 N/A 1 I N0 1 NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL SPECIFICATIONS POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE AUXILLIARY POOL EQUIPMENT AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RAISED: STEP(S): BLOWER: TURNOVER RATE: POOL FINISH ITEMS HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: LIGHT FEATURES REMOTE :I NO 1 COLOR WHEEL: LIGHT SWITCH: 1 YES 1 # OF COLORS: ADDITIONAL FEATURES, GLASS BLOCK TYPE: GLASS ROWS HT: GLASS ROWS WDTH. # OF GLASS BLOCKS. 13' TO 6' 1 1 608 SF 1 13.41 HRS 1 1 22 LF 1 N/A 6 1 1 —SAL 1 W /POOL 1 N/A 1 12" 1 YFR 1 2 HP 18.53 MIN. 1 YES 1 D —BRITE 1 11,142 SF ] 1 N/A 1 (PAVER 8/0] 1 N/A I 1 BENCH 1 1 N/A 1 1 N/A I 1 N/A 1 1 N/A 1 1 N/A 1 I YES 1 I4 I HCE #02- 1335 -10 JOB# DRAWN BY:MSW DATE :03/04/02 y�GE 1 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 0 Z W Z 0 a. co 4 co Ln W 0 Z V L.L. W W Z 0 Z W 0 Z J V! Z 0 0 111 Z 0 0 0 to to to J IL W J Q N 0 Li. W 0 Q J IL Q 0 W Z N J L.L. W a. Y/ Ln N (NOTE: MIN. 4" THICK CONC. SLAB REQ. FOR EQUIP) PUMP FRAME FILTER TANK MOUNT AND I -EATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB MII10III I I mo " Iil IM11 11I0IIMIII FILTER POOL PUMP, FILTER AND HEATER ANCHOR PO INTB(TYP.) 0 PUMP HEATER NOTES: ANCHOR BOLTS THROUGH BASE (I 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) I I/2" ANGLE BRACKETS (GAS HEATER) (4) 2 I/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 13/4" x 3/16" TAP CON AND (4) I/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT 4NCI- 4ORINCitte. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. T14I5 POOL IS NOT DESIGNED FOR DIVING. 11' SLOPE (TYP.) MAX. 31' 25' 1:1 MAXIMUM SLOPE WATER LINE MAIN - DRAIN 11' SLOPE LONGITUDINAL POOL SECTION N.T.S. (TYP.) MAX. CONTRASTING TILE * EDGE 12" 12" *3 *10"0.C. EA WAY 3' C (SEE TYPICAL WALL SECTION) 1. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. *2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MIN.AREA OF FIRST STEP D ETAIL OP STEPS N.T.S. HANDHOLD DETAIL N.T.S. LOCATE s WATERLINE NOTE: PROVIDE A HAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. NOTE: PAVER DECK BY OTHERS. 24" STEP DETAIL N.T.S. HYDROSTATIC VALVE 1 I/2" WELL POINT WELL POINT DETAIL ANTIVORTEX GRATE TO BE FASTENED WITH SCREWS ROCK BED N.T.S. W/P J.B. 3/4" PVC COND. 1 #8 SOUD COPPER BOND WIRE TO TERMINATE ON POOL DECK PREFAB. UGHT NICHE LIGHT NICHE DETAIL WP MANUAL STARTER SWITCH (TYP) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER — O (t 45" MIN. id r a " u:3 MIN. iA (2) SAM LIGHTS (I) SAL LIGHT W/ LOW WATER CUT OFF DEVICES POOL DECK (3) JUNCT. BOXES SPST TOGGLE SWITCH 12 V TRANS. I" NON - CORROSIVE COND. AUTOPILOT W/ TC 3 1 12 IN 1/2" COND. ELECTRICAL D IAGRAM MOTOR BLOWER MOTOR GAS IGN. SWITCH IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ .5 WIRE 2 -"3 CONT. COPING TILE W ATER LINE 5" TO 6% MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH ri r 6 MIN. NOTE: PAVER DECK BY OTHERS. INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL i SLOPE *3 AT 10" O.C. E.W. BOTT. CENTERED 2" COVER (CENTER) 6" TOP 4 6" BOTTOM W/ +3 AT 10" O.G. EACH WAY. STEELTEX FORM, KRAFTBOARD OR EQUIV. TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) N.T.S. d TILE - (TYP.) L 13 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) SWIMOUT DETAIL 18" N.T.S. COPING 1' 2 "X30" SPILLWAY 0 WALL 2" BELOW BEAM 2'1 WATER LEVEL WALL W / 6 0/C EACH WAY OR W/ 2MATS0F 0/C EACH WAY. SEE TYPICAL WALL — SECTION FOR DETAILS (2) S" AUX. POOL DRAINS W/ ANTI- VORTEX GRATE SECURED W/ SCREWS. 4 TILE AUX. POOL DETAIL 2" TO PUMP N.T.S. DIM. IS TO TOP OF BEAM STEP CONCRETE 200 AMP •Af 0 Af' ALT OPJYE >2' -1 CONCRETE 10060' 10060' i!la 8 41610 " R.' EOUIPI1ENT N.E. 92ND STREET SITE F' 1__._ ,AM SCALE: 1" = 30' RESIDENCE TILE 14' -A• NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -10 DRAWN BY:MSW JOB# DATE:03 /04/02 PAGE 2 OF 4 LOT 6/7/8 BLOCK 49 PAGE 37 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL CHARLES W. YOCOM O 4 co N N N 4 � Z � O Z W Z X OQ I LL 0 J W J U p Z � _ W p LL W J W Z _ 1-- O z W O Q Z O W J • Z (/) J Z O U 06 0 W EL L.L. Lo O N in EXISTING CONCRETE TO PL (NTS) TO PL (NTS) POOL PLAN EXIST. STEPS EXISTING COVERED CONCRETE 2" 1 -1/2" 1 "v NT 1' DIA. SPA RAISED 12" W/6. - JETS,2 - DRAIN5,1 -54L L IG 4- HT,STEFS,2 1-1P E3LCW R 2-RETURNS 4ND 30" SPILLWAY. _ EXIST. STEPS SUBDIVISION: MIAMI SHORES SECTION #2 COUNTY: DADE COUNTY,FL BOOK 10 12 TO PL (NTS) ‘ 0 ENGINEERS NOTE: ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILDS FROM PLANS AS APPROVED BY THE LOCAL BUILDING : CPAPTMENT. NGE IS NOT RESPONSIBLE FOR CONSTRUCTION EF-12ORS RESULTING FROM FAILURE TO COMPLY WITH THIS RLCOMMENDATION. CONSTRUCTION NOTES (POOL DESIGN CRITERIA) (1) POOL PERIMETER DOES NOT INCLUDE 10.5 LF OF POOL DAM WALL. (2) EXISTING FENCE ON PROPERTY LINE. (FIELD VERIFY) (3) PAVER DECK BY OTHERS. (4) 350,000 BTU NATURAL GAS HEATER (5) VARIFY POOL EQUIPMENT IN FIELD. (6) LOCATION OF EQUIPMENT TO BE SET EXACTLY IN FIELD. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = Q( 6 ) d TOP OF POOL ELV. = 11.4' BOTTOM OF POOL ELV. = 5.4' HYDRAULIC HEAD = & .0143 ALLOWANCE HYDROSTATIC VALVE= -2.0' NET HYDRAULIC HEAD 0 USE MIN.6'TWICK CONCRETE FLOOR SLAB NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR HORNER IS NOT RESPONSIBLE FOR ANY DISCREPANCIES DUE TO ANY ILLEGIBLE DIMENSIONS. POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT PM 1 2 HP 1 AUX. POOL PERIMETER P OO OOL L F PUP: 1 48 SF DE 1 AUXILLIARY PUMP: POOL INLETS: 4 AUX. POOL JETS: SKIMMER: 2 AUX. POOL LIGHT: POOL LIGHT: 1 2 -SAMS AUX. HEATER TYPE: POOL HEATER TYPE: 1 NAT.GAS 1 AUX. HEATER SIZE: POOL HEATER SIZE: 1 325,000 1 RAISED: CLEANING LINE: 1 VAC 1 STEP(S): CLEANING SYSTEM: 1 N/A I BLOWER: CHLORINATOR: !AUTOPILOT 1 TURNOVER RATE: COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: 1 18'X37' 1 1 94 LF 1 1 20.465 1 1 BN 6" (PER PLAN 1 NO NO 30" 1 N/A 1 N/A 1 N/A 1 LIGHT FEATURES FIBER OPTIC SPOT(S): 1N /A 1 REMOTE : 1 NO 1 COLOR WHEEL: PERIMETER LIGHTS: 1N /A 1 LIGHT SWITCH: 1 YES 1 # OF COLORS: ADDITIONAL FEATURES, POOL ENCLOSURE: I N/A I GLASS BLOCK TYPE: FOOTERS L.F.: ©L. GLASS ROWS HT: DECO -O- DRAIN: my= GLASS ROWS WDTH. PILING POOL: 1 1 (NO 1 # OF GLASS BLOCKS. NAME: PHILLIPS ADRESS: 440 N.E. 92ND STREET CITY /STATE: MIAMI SHORES,FL SPECIFICATIONS POOL DEPTH: POOL AREA SO. FT.: TURNOVER RATE AUXILLIARY POOL EQUIPMENT POOL FINISH ITEMS HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: OT 6/7/8 BLOCK 49 PAGE 37 13' TO 6' 1 1 608 SF 1 13.41 HRS 1 1 22 LF 1 1 N/A 1 1 6 1 1 -SAL 1 W /P001 1 N/A 1 1 12" YFC 1 2 HP 1 18.53 MIN. 1 1 YES 1 1 D -BRITE 1 11,142 SF 1 1 N/A 1 (PAVER 9/01 [NO 1 I N/A 1 1 BENCH 1 1 N/A 1 CHARLES W. YOCOM 1 YES 1 1 N/A 1 I N/A 1 1 1 1 N/A 1 1 N/A 1 HCE# 02- 1335 -10 JOB# DRAWN BY:MSW DATE:03 /04/02 PAGE 1 OF 4 0 co to 4 c � W � W ° Z W LL W W Z (f� 1 I v a. 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Ili Iqr o 1 ( ■ 1 Iii •CAN) + � i ti2 ( (4 c0 1 �� 1 . , i .... r.V. -, ( i t f )2 1 U •4M z (13 t(LS VIM r 2•cle.:5A t /'Iro ij M) tf if 1 Ait:c:(..1 (t� €VV) (6t1 � i1 _ c�� ist Cs tS ,c$.ci (OK C , s l',r> , t• ' s 1• . • ,lo IZ r(sjui�y i „x.4,,„ • Uri b Cry ( 2-6 MAP- µy • Oi Chocked: 12avfewocl: Scala; j M�V T4 i t CAI) Pilo 14o. r crw6t u 'I il I)r'o NI, (.1 1 MIAMI DESIGN (:I 49••1 N1. A MIAM 4. * **: * * 1 � 1. - � .3, ;37(3. i:: tr� 0 to i t fy, al z k. 0 Z V te v) la O ,„X 11 . U - q M1 iq Pr6j €c 'illlil A t() 111 C L ENGINt:.I Rir F'1_ANNINO lilt NI St "A!. aG !) o r 2 -v 52, if TYPE: MVO: MAIN; y,s ■ ■ - POI.Eb I= X1S PANEL, . SR* 1 WUtz i• } 3 5 1$1.3w • I .AC' 1 2 ■ 2.b8 ktb ARCHITECTURE t NO ' ENGINEERING AC -' 2 a • . . PLANNING * k1 111 3/4_„ .)/4" 3 4a Nam , 5.000 • 12,000 MIAMI DESIGN CENTRE, 5,7 cRYLR 4141 NE 2ND AVENUE WATEfi PATER CC- ox-rop MIAMI 44 FLORIDA ' 305. 576. 1080 . . 40 • #6i �+ $/4' I Y 13 4'ASHIM3 MACHINE • • uJ 20 120 0 1/2` 1,500 Z c p� � i 14 015I 1 ER O/ N N runl Cq a 0 . z x O WI 0 0 '.4 :1 3 I 2 ©"" • t • • ;15 .ir 7.1 is - )ARF3 CE OISPO • iii Pr title 7 • FOOD WARMER •v C 1 b . SEAL, „..0.. ..._ No. Revisions; Date' • 1,500 2ti r Drawn: ' Checked: , Reviewed: '� Qute; 10 0C-1 .- 12 Scale: ' Project No. . ©I4' '6 '1 5 .15 CAD File No. . Drawing Titia 5 • Drawing No; 2.4 Sheet of TYPE: MVO: MAIN; y,s 5Q•-D 'LOAD CENTER r: Ui$1.1 L,d.. 0f5(;1 - POI.Eb I= X1S PANEL, . SR* ,,, l i VOus WUtz VOLTS: 8U$: I.OAD• cON0. 120/208y, 200 ,V4F3 1$1.3w • I .AC' 1 2 . 00 2.b8 ktb I '.1 t NO 2,4 AC -' 2 a • . . 45 :co •40 40 to Nov #6 #s 3/4_„ .)/4" 3 4a Nam , 5.000 • 12,000 5,09* 5,7 cRYLR 8.5 m i 'o,re WATEfi PATER CC- ox-rop cfV N . . 40 #6i �+ $/4' 13 4'ASHIM3 MACHINE 20 120 MEI 1/2` 1,500 14 015I 1 ER WI ',ZOO .aIMIIIII 3 REFF2IOVIATUR ;15 .ir 7.1 is - )ARF3 CE OISPO al iii FOOD WARMER 1,009 I.EO° „..0.. ..._ 1•) Ski,( R. C+ _.• _ 1,500 2ti r . 1 600 12 GI"-t f3ATHROO { fiER, .15 Gkw..iRTG RF.GQwo'T• ,. . 5 2.4 25 20 rr 11__ MIMI — ,... 24 1 11 .�+ , 0 3 i _: :; ; : _ , , _..,,:, 4. 3:! �.. / * 4 ".: ''-... I I' - 3x • 3 A,�,F.. V, c . Ztr; 15 1' 1,f * I:LO a r 100 15 .. 37 1...t/, L44 1,, Ail otrlr;lrlcal work shall comply with thr) 11a11o6a1 Nleclrlcul Code, t3outh t :uilcilr1u Code and .other applIcablr) codes, 2. Eleritrlctai Contractor shall perform all' necessary Work fora coplplela aloclrical 111015110110n . and shall provide all nacesipry instruments andst eclat apparatus. to conduct nny lest that may hn rociuirorl to insure the system fro of all Improper • ' grounds and short circuits. 3, Comitilln Installed underground shall be PVC S01106t0.10, Conduit fiaslah i o'xposed' • to weather shell b6 IMC. cunc'c.l(l installed nk wharo shall be r. i r, rloxibi ,cantl,ull 1.11oc1 whore Il shall bta 3anlA"fjta, Gonerally, dullot tocullor, nntiy bo scaled with rr3asanablo raccurncy, Outlets to be 11c 1 with finished surfacu,.'Cwa or Fiore light swilche$ In Sarno wa1.l shall ba Ilislalteci in gang typo I)oxeS, • , 5.. Circuits funding rocepincloi Installed outdoor 's,. In bathrooms rarld exterior security liphls'shai1 havo ground fcall11 circuit protection,' ELECT "RICAL NO " z / ELECTRICAL SYMBOLS t HEAT LAMP BATHROOM EXHAuar FAN COMB. EXHAUST • LIGHT COMB. EXHAUST • LIGHT • HEAT CEILING LIGHT RECESSED INCANDESCENT v.R VAPORPROCF. LIGHT v DUPLEX OUTLET 141:VC WATERPROOF OUTLET .0 FLOOR CUTLETS TO OE LOC ATE 0 BY INTERIOR DESIGNER c . .240 V I a POLE SPECIAL PURPOSE OUTLET .WALL SWITCH G•wAY SWITCH . , $4 4•WAY SWITCH b SWITCH W/ OIMMER . kR WATERPROOF SWITCH .1'" TELEPHONE (OUTLET TELEVISION CAOLE OUTLET a� RAINTIGHT OISCONNiCT SWITCH c a 4' TUBE FLOUAESCENIT FIXTURE SMOKE DETECTOR LOOO LIGHT EL C. PANEL ELECTRICAL PANI1;L SCI H I C.oA h .1' 1- 51/0-TOTAL 481 uG ti 1 0,000 YA 0 100I1 r 4,000. ' bA EALANCE; 5 VA 3 403: i9 1 /34 ,VA . IOTA.: ' 7 I1 734 vir 03 Antes At 3f K, (A H. ..• • • • ••• • i •. r • • ' • • • • • • • • • • , r.. • r V lk27 E9.EC L rrt Vv Grr 1128 t • $t (N CN, F{2g •• • r • 4 0 2a Z FI 2 7 • • 4 30 00- 11) t• <t NCs Z� A ?Net. A - ,x.tsri1.4cu, (V4K.Irv( L CA 1 ► ) 1430 WI f2t ckx�c., sti • . SCo v <I J r1 11.4k ►orct..1) C O M ' 4,4 C o w , . Ste$ 1• . Drown: Chocked: Reviewed Drawing No. Sheet Drowlnq ARCHITGCTUI ENGINEI_RIN( I' LAN N ING M MIAMI DESIGN CL 4141 NE 2. .r` MIAMI_._ ** * *. * . 305. 57(.3. 0 A. Project litfc Du fa; o� r 2_0n sot! I P P ot 1<{ 5 CAD Filo No. SEAL Dote 'In: S SQ•-t) 'LOAD CENTER tsXIS't► vOLT'ys 12f0/?.08y,iii.3w OtSCRIPTIUN - - P01.E$ \ \,11i�P V VOLTS w wt1'E C CONo. . .•,,• o. - 4fi ki 1 2 s, 7 b id 3 3/4•' r r b R 4 "40 • 4__ . ..........104.6 — — ...., e.d W WATE.N i►t1rER " • a a " "'"' "T � �`6,For 40 • • / /f5 3 3/4' .. - -12,000 3vtU - - {b y yg $ $/44 li W WASHNO 2 20 1 120 1 1/2 1 1,6G4 I D DISHWASHER 1 1 500 rkEFRIC RAroR • 7 _y8 C CARBAGS DI`iPOSA1. • 720 FOOD 'WARMER 1 1,000 wkiiRPOOL �. »._ ..... ' ' zo I I 1 w n > . n r r.. .. , K.. GF-t� r9ATtiR0OM BECP. > .� . GAnI.L1'0 X f Ec 1 — wr. �.. ; • 2ff v r..�... � ..�. -. .- f ,IM+"..•o•. +Y.I.,4 o ow •..nY .YM.M•••+ .30 . f.•- " "..y M M . . . ..y.y , _. t... .. 2 © ©8 4 3f A AMU' 5. , 3 30 2 o r r . ,U - - - l- 3 30 2 208 c c� I IA u d • • 2 II I i ic u1 2.' , , C COQ 2 2., f f . t , 1 E f �� � � 56Q6 • \ •1 •. ,r ...r _ .4..1. 1 r � r� " • ICA�.. •NoTEs 1, VIII elnl;irlcal work shrill comply will► r~lcclrIcol Coda, `?culh • k3t111dfI71J Cod() nnd,olior lipplicnbl'a cod's, • 2, •EEIodIrical Contractor shall' parlarrn nll' nr,oa:oary work for a cc nplata °lacllluol 1Ii t511allo11'rind shall provklo all nooci gpry Indr11men13 end BpocIal appnrrtlu$. io oanri,t.JCl any teal that may he raqulrod la Insure the yslam Iran of nII Improper protnlds end short clrcu119, • ' 3, Conduila undrrgrouiid shall bn PVO S011a 1611140, Conduit Installed okposad •' to wanIhar 117011 bra IMC.'candU(I !listened also'wl7aro &loll be 5MI, rlexlblo cond,uil i.used wh,6rn Indlcnlnd 111011 be Omni. "rlla, '1. aull01 locnllar, may be scalad wllh ronsonnbio nccurnay, Oultols Io ha (lush vrllll (iniaitO(i sl,lrlaca,•`rwa or more NIA' swIlclms In same wall -uhall ba instnllcd in• g13rlg (yro boxu;L, 5, ' Clrculls' foadlnp rocoptnclo§ inslallarl ouldacrs,' Ire ballrooms rind oxlcrlar securlly Ilghls'ShtIII lirlva ground hull nail! .lirolacllon,• • ELECTRICAL SYMBOLS HEAT LAMP GATHPcc3M EXHAueT FAN C(iM3. EXHAUST t 'LIGHT CQME3. EXHAUE31' 4. LIGHT ♦ HEAT C:EILINO LIGHT RECL58Eo INCANOEBCtrNT vI• _• vAPc APFiocip, LIGHT ouPLEx OUTLET MRP, 'WATERPROcD * OUTLET ,0 SLOOR OUTLETS 10 Ma LCCATE:C3 tY INTERIOR OHBIGNEA ( • .24C3 v , t 8 PCLB) SPECIAL, PUFiPOSI~ 01,JTLEr •_ ,.,...alVAt.t. BWITCIH •$6 a•WAY SWITCH , • k 4'WAY SWITCH n SWITCH W/ (,DIMMER• . kR WATERPROtP. SWITCH )I TELEPHONE CUTLET .0- r LSvISI(ON CAaLG C7UTL1 T :HO PAINTIGHT OIBCONNECT SWITCH 1 ,„„.7,3 • E G) 4' TUBE PLCOURESSCENT PIXTUF1E aMC7KE CJtirracTgF . i ?LC)coo LIGHT . r:LE:C, PANEL ELI CTRICAL PANEL SCHEDULE L oAD. CAt.WLATsor{S, - 141. 101004 V" d t oo y9 A2gEt_,"itqf:E.44 AP - •' gcr 21 4 % /24o ,� f .t N i•. J 1 r• ,t ! S 4 k t • • ,4if' :t�'• • ' • , 1 :OA V El . t . ;? . p*'eA .HIO: D IA Kik M 174 6VA 2 .7,496 VA 115 Amps Drawn: Ii3vlslons• Checked : 171' 17evre wo d : Date; 'i0 c a-r ze • • Scala: I'ro No; •�"" CAD Fila No, Drawinrj 'title Drawing No: y Data' ARCHITECTURE ' ' ENGINEERING PLANNING lrC k11 1M MIAMI DESIGN CENTRr, 4141 NE 2ND AVENUE MIAMi . k** ** RONDA ' 305. 56 100 • , --4-\ . SEAL ect Title • • ; SYV I-1VAC B_LS LEGE\. <J THERMOSTAT v r ARCHITECTURE ,K't 't ' ENGINEERING PLANNING At it to �J MIAMI DESIGN CENTRE., TI__ 4141 NE 2ND AVENUE -: MIAMI * * * * ** FLORIDA • 305. 576. 1060 SPLITTER DAMPER 1 . FIRE DAMPER • 4 r t • ) 4 . 1 ..)::1A IA 0 a r: Z Q JEt1 • O la l —E•• 0 Wn: N r , -4 (I) t O ^ ,x CI a 4 'd 41 • R, a 04 • FEU/ ' 3at B Project 11t(o ■ SEAL. No. Revlslons; Date • V Drawn: , ii' Chocked: Rev(ewAdi Date; 1 n ".T- 2001 SCOT: . . PrOjQGt No. l CAD Fila No, . Drawing 'Titla • Drawing She No, of SYV I-1VAC B_LS LEGE\. <J THERMOSTAT 4\ EXHAUST FAN ,K't 't SECTION 'A'-'A' FIRESTAT �J SMOKE DETECTOR TI__ TRANSITION -7 TURNING VANE ----- 1fY re" SPLITTER DAMPER �- I FIRE DAMPER SEt :il._ c- " 4 r t VOLUME CONTROL DAMPER ) 4 RETURN REGISIE_R 1 ..)::1A SUPPLY DII FUSER r: RETURN AIR GRILLE JEt1 SUPPLY REGISTER —E•• AIR FLOV DIRECTION r , ROOF 1111 EXH. FAN ^ ,x ::'UC,T TURN DUVN 4 DUCT TURN UP FEU/ FLEXIBLE' DUCT n V p zs <<A Q-l5l ftz.S N 0 p ()c-r stab Milt_c +4, ) �• -c- ,t ?e 9..EC RICITY: It • a-Jv , 2 0 87 (� .I E Ar.t I3 W MP 5MoKe. 'AAApe s) t.. :`' ,.\! •., i c3 0 10 .. :)1<o) .e. we) Vrt L � Vurke. p �,�}�� , ��� ' � "wi.+�,../ q) SEt :il._ c- " '.;XT, S.P AVAIL, f ✓ ' ^Y�. +*:LttA"TUrwaxa� -�m.y �.thmtt>S -�'�n .(41 1.4 JfltX! .. C. L'- RCn .....c.....c.rw:.«...........�r 1 .vw- ..•+r.r�a r...nnN..r'M. rC.i^.i0 004,. Nth _ ' 1 : A, 11r.: ( /'%' riJP :(?U, ) w1 i ie) tc- 6141. �'. .t\*Jo6 )V14.. . 9..EC RICITY: 2e, , - A m , 2 0 87 (� .I E Ar.t I3 W MP t.. :`' ,.\! •., i c3 0 10 .. :)1<o) 3F ER R 1., 6) .F h1 p �,�}�� , ��� ' � "wi.+�,../ q) ry 2. 00 0 '.;XT, S.P AVAIL, f o..6 c . 0 6 OMIN CAPACITY 1 %:� w .0 J V FA (HP /F1.A) / / e 14. 14 i :ONp, f=AN (FLA) .. ., ©MP. (kt /'Ll2A) _/.; # 5 2.!//-I5 . 1riCUI ! AMP. &. 3at B •u'rsIDL: AU (CFM) PROVIDE 1" FIBERGLASS INSULATION SEALED TO NECK & PERIMETER OF DIFFUSER CEILING DIFFUSER MATCH CEILING DIFFUSER NECK DIAMETER WITH ASSOCIATED FLEX DUCT DIAMETER LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY. CONNECTIONS AT TOP OR BOTTOM OF DUCT WILL NO BE APPRCVED PROVIDE HANGER AS REQUIRED LY SMACNA • STANDARS FLEXIBLE DUCT CONNECTION DE TAIL CHEDULC . -rte�Fd Cc.'1F r11 Gi--J s ; $ 1.° 1:)2) �,/ 6t3t ,'lkab'1�t�1-4 ".�w. Nomv,rr — �`) AIR FLOW — SEAL JOINT WITH DUCT SEALER AND TAPE. SEAL JOINT WITH DUCT.SEAIFP AND TAI4 1. T. S. EXFtAUST FANS : EE -1" : a NUTONE MODEL GAT -£3O CEILING / BLOWER •TYPE FAN . 80 CI =M / 1.5 SONES/ 10 /120V P AIR COOLER UNIT (TYP.) ANCHOR UNIT SECURELY TO PAD W/ EXPANSION DOLTS f SIGHT GLAS THERMAL EXPANSION VALVE W/ EX'T'ERNAL EQUALIZER DX CIOL (M'I'D IN FAN COIL UNITS) 4: CONC. PA FILTER DRYER LIQUID SUCTION HAM CU -1 HVAC NOTE ALL ',KO K SMALL CONFORM W1T H I.LSCAL DUILDINO CODE MW ALL OTHEii A PPLICANM: :a1°A1 : AND LOCI. RociuMT1dl'i5 AND 03DINANCEs. cON1'RACTQTa SHALL )`BAR °" 'r ALL WORK TO HA FREE. FTI014 PEE' :ECTS .11; C1a KM HS!BBP A.ND MATERiALS FOR .A pomon or °N ¥} ATi AF`I ER ACC PTA 2 01' 1)61 ELI, Y3T S TO I•30 >Y 3 AIIW' QUANTITIES. AND CAPACYr1ES IN ICAUD ON Dt ?At .N •. tJI)1 T FINAL 'LEST AND LALal'c A41 . pEPWrs To AI•iciiincr / - IIOIN` ER FOR ACC PTAUUcO. ALL ' O i SHALL cltEc D DFFOI ? INSTALLA.T1ODU AND cootdn!NATEt) Milt ALL O' TER trlI tDES.. • A /C CONTRACTOR SI M, PkY• ALL FEES 'AND INsPECTIoN ' CllA1= OEs, A14. 512 .S :'!!OWN FOR 1.IR�p AND 'UNLINED ,DUCTS MU CL :AR..INSME DUCT DIMENSION,. DUCT -YFOI(ac SIl.VL1. 10.1 THME POUNDS DENSITY 0TUICK c;r.ASS FIBER. D yl(;NED, CONS BUC 1) niA. INSTALLED IN ACCO DANCE t4Auti..'3 Low e riEssu(t ; PJCC ANUAI..' <'ll • ptJCT JOJNTS 51441 S �A1 11 ANT) TAPmn. • IIEF RIGEl .u'3T PIP1N4 slrAl? ... Dl': SliiANIi.B ss COPPER TYPO "I:' AIM "LARD OR SO11' DRAT ON ACIt O PF R 'MIN0 WI1'II . IrROUGUT, COPPER SoLDFli 1O1UT ')' 'b'1 .a Qd,U�a�d �IALL ljE Q5 't5 APPLIED WITH SUITAI FLUX INsOLATE ALL i FRIOXII ANT s(JC'l`ID 3 PIPING WITH 3/4 CLOSED CELL POI-.Y1E 111Y1I:NE Pla k` OLDDD • PIPS: INSUi . T oU . 1TII .A.14 APPnoYED PIP AND VQ SCE 4 AC te. PROVIDE. MR coNDI io11n4r" (Olt" SW1TCI1 MATCHING TIFutr - cool., 7'H R11oSTATS MTH Oti -Urr 4tVro SUn�- 13A.SE SWITCH', FUlNISIIED DY EQuIPM ;iti`T HA.NUFAcTt: ZE'3f All, AIR Cpl{pt 'IONIIIG COW'RESsOR. SHALL TIE WARRANTED FOR A �IlN1 of rr' E Era S :TIP? DA T4 of A.ccEPTANcE OF THE PRO 5111AP f &NQ_EfIj HANGER• - STRAPS MANGE RS Sit/AP -- 3/8" / \-. l UAND OF SAUL SIZE AS HANC;t:R SU AP ' BAN() �- - IIAt C RS ROOS . Ott STRAPS 9 f1X RINE. •CLIPS- MP? if HAULM - 1 - }kISII NU IS HANGERS ftDOS— ` .-- •ANGLES !_IAticQQ3a. rQr3.H L. .4 Lti DU CTS_ 1 -jANQ RS :OF . DUCT FOLLOW SMACUA RFCOVANDATIONS AND INSTALLATION FETAILS �o1a SPACING OF HANGERS AND 01I1Rl SPECIFICS SEE 5PECIFICAT(Ota r 2 ti 1 Drawn: Checked: L Revfewod: !jute: 0 cer- z , Scala: , . Project R.115 ; CAC File No. Drawing Title Drawing No. MIAMI DESIGN CEN 4141 NE 2ND AVE• MIAMI * * * * ** 1 305. 576. 105 Sheet of ARCHITECTURE.* ENGINEERING PLANNING - Project Ti , . , - • , . . --. • Ali/ t . 411 ) • .., , , ARCHITECTURE ENGINEERING PLANNING m M *• MIAMI DESIGN CENTRE, 4141 NE 2ND AVENUE - MIAMI •***" FLORIDA 305. 576. 1050 • .,, . . . . '• . • . • . , I : . . LU 0 4 Z .9 0 Lli Z ti I EU - 0 z ' ...•.i ut■ N i'm es.00 ILI0 la el 0 z c t :1 4 4 . t s Q . . . • t. . . . .,. . . • : , ,. . . , . . . . . , • Projoct Tin • 1j ( .,. Al 1 AS pi le 1 \ :3 k EAL. No. Reylslon9: _ Date Drown: At •(i-, Checked: Revfewod: . Date; Soufo: I() c)c:r 2001 . Projact No. CAD Ha No Drowlni Drowln Sheet lido Zi J No. ot 0) it or) ct ti Ai} o T Ali- y V a ISOME 1 16 LA r ofi- 110' ti cA PROVIDE A 2" 141Clt GALVANIZED METAL SAFEPAN FOR ALL WATER BEATERS LOCATED ABOVE GROUND • FLOOR SI.A0. WHERE SAFEPAN IS REUIRED — PROVIDE A 3/4 DRAIN TO . AN OBSERVABLE POINT OVER SINK OR oorpooRs). IF TER1,4INATION IS 001DOORS, PROVIDE SCREEN 0 PIPE END. INSULATED T10T WATER UNE W/ 3/8* ARA1AFIEX NEAT TRAP UNIONS AT INLET & OUTLET CONNEC11 ONS sov TO BE SAME SIZE AS 11-IE PIPE IT SERVES. COW WATER LINE. SEE DRAWNGS •FOR SIZE AND SPECIFICS AU 5 RATED P&T PEUEF "VALVE • , CONTINUE P&T REUEF UN E TO RELIEF RISER OR • TERMINAIE OUTDOORS M 6* ABOVE GRADE... WATER 1:irATER — SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INFURIATION WATER HEATER DTI... SAII 1 TA V titEtaii L I AziE Y L1)4 0 • • • CONOVISAT4 DMA 1 14ACA L '4 CT41*--- CLEANOOY TO GRAM! WC4 WALL CLit +WOW( I'D LOO* DOA IN COLO WAnft I C U. ) LINtt WI WAIVER . LIM( pkgss, TOW. WiLige itmg tiAirdt VALVOI PPISS. & 1414P• 1 VALVit IOU ONO VO VACUOS OVEIAXIIR VI &*LV J 2$T *CAL WWI 1144t) M004 API' A$OVC VOMisuND PLoOn Lityft oed I1t11$44u1sHe1 m wALL ts*AcKiT ttA-1 •aus•rac pflol WINGuitmen lo cui144Y (1A-lag) , 1. SCO . PEt tgRis ALL LABOR MATERIALS t EQUIPMENT REQUIRED FOR THE CotiPaTION OF THE SOIL, WASTE, VIN, DOMESTIC WATER HEATERS, PLUMBING AND ALL OTHER SYSTEMS AS INDICATED ON THE MECHANICAL DOwINGs. A.' ALL WORK t MATERIALS SHALL OE IN STRICT ACCORDANCE WITH LOCAL'; CODES, RULES t ORDINANCES. - D. ALL WORK SHALL' BE PEN D' M FORMEOY A LICENSED PLUBING,CONTRACTOR,:1; A FIA5T-CLASS WORKMAN-LIKE MANNER AND .THE COMPLETED SYSTEn dE FULLY'OPERATIVE, C. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE wITNTHE PROGRESS OF CONSTRUCTION. . . D. -. ALL REQUIRED INSURANCUSHALL BE'PROVIDED FOR PROTECTION AGAINST . PUBLIC LIABILITY PROPERTY DAME FOR THE DURATION OF •HE WoRK,' • E. CONTRACTOR SHALL PAY FOR ALL PERHOS, FEES, INSPECTIONSTESISi AU FURNISH AND INSTALL WATER NETER, ......... ' • r. ALL EXCAVATION AND OACKFILL REQUIRED roR,IHE PLUMBING INSTALLATION SMALL $E DOE BY THE SUB-CONTRACT0R.„ • f 2. MATERIALS AND METHODS:— • A, ATCRXTIAIACS IIIALL OE HEW t' SHALL BEAR UNDERW ' IEITERSIAND LABELS; WHERE APPLICABLE, • . IL'. ALL UNDERGROUND SOIL t WASTE PIPING SHALL, SCHEDULE 40 PVC. OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEICHTS,CAST IRONJITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM t PURE VIRGIN LEAD. C. SOIL, WASTE It /NT PIPING ABOVE SLAO•IO ek SANE AS SPECIFIED OR, BELOW SLAB EXCEPT-THAT THE CONTRACTOR MAY AT HIS OPTION USE NO-HUS, PIPE S FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES, D. WATER PIPlU TO SE TYPE °L" HARD COPPER TOGETHER WITH WROuGHT COPPER SOLDER FITTINGS. . , E. VALVES SHALL BE . SOLDER TYPE RISING STEM 125 LO. AS HANUFACTUREfi OY NIOCO. ALL FIXTURES TO HAVE. ACCESSIBLE VALVES.' PROVIDE •AIR ;'; CHAmBERS At EACH Flxlunt GROUP. F. ALL PIPING SHALL 5E SUPPORTED IN AN APPROVEDMANNER f48 BUILDING, STRUCTURE.- RANGERS FOR COPPER PIPING SHALL. DE COPPER OR COPPER PLATED, ' * . .• G. INSTALL APPROVED DIELECTRIC UNIONS AT .ALL LOCATIONS WERE DISSIMILAK • PIPING IS CONNECTED TO STEEL, ETC. ALL WATER SERVICE PIPING FROM TER '10 au Lt SHALL et OF THE SAME MATOIAL. • H. ALL HOSE DIOOS SHALL tIE fOAHISHED WITH WATTS LOA VACUUM BREAKERS.';'' I. FuRNISH t INSTALL CONDENSATE DRAIN PIPING TO DISCHARGE AT • J. FURNISH t INSTALL PRESSURE RELIEF VALVE LINES,AND IERHIRATI JukiNN TO PROVIDE READY, VISUAL,INDICATION Of IOW. , j. TESTINGI . , A. - ITST ALL SOIL, WASTE $ VENT PIPING WITH A 20 HEAD OF WATER.. • WATER LEVEL REMAINS UNCHANGED FOR A 2-HOUR PERIOD. WITH SOURCES .DISCONNECIED, SYSTEM SHALL BE CONSIDERED TICH1'. . O. TEST ALL wAtilt PIPING UNDER A 150 LB, HYDROSTATIC TEST FOR A ; MINIMUM PERIOD OF 2 HOURS. • . PUtYkA4TfcL • .,• 'A, CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND. WORKMANSHIP FRcE JAM DEFECTS FDA A PERIOD OF NOT LESS THAN ONE (1) YEAR 'FMK ' 'DATE or ACCEPTANCE. , B. CoRAtCtION Of ANY DEFECTS SHALL 51 COMPLETED ITHOUT ADDITIONAL.: CHARGE. : " .. • PLU • • I wiAte,L.Ppot, Lf 4 • • • truau..t. • It ...,..... .,..r..:-..* ..-•!..-! .7" " ......... 11] _ i . —.......,--,,,......-• - )3 - ,........ — ......... . 11,- ............---• ' sum 6 1.4 RiAttf-1 •- crow, rt,, • Cv vfity LsNc:AT1 I ) tc'X fti-4 C 2 Lcoe'.— fI . 1..; ,..--..:-...--.-.-- ---.2....e...4. I ^ - --- ' tt l'!- --------, .. / 1 ......••••••••-•••• r) (AA c'� L J ' 2 ; Drawn: • Chocked: RevIewo(1: Date: Scala: Projoct No. • ,6) 1" CAI) File No, Drang Title Drawla9 No. Shoot A4.04406, .... 0 • 4 ••••100.444. 6 •04.....- r MIAMI DESIGN CENTRE 4141 NE 2ND AVENL MIAMI ' FLORIN 305. 576. 1080 0 0 • 0 Klt Al3CHITE:CTURE ENGINEERING PLANNING A th • Project •1110 b OCT 200 I O 1 1 •! (NU) • Nininum Splice (2 Filled Cell ReinE. 30' 1 <!Csiir - .1. 11.5 Vert, ReInf, Bar In Grout Filled ',Cell, Provide Cleanouts Far Ve..}r1Eication Ftf1 & T,le ,Bear15. i Ivft•L; - --1Ars"H6 liurleriou P et b..C4 (4,,6cetir. 4 e ON•tsCf •-• riktr • ( .2,0 _ , top oF Conc ,13ean (to ' IN4 IA sr 0_4) I 66i Lep x 0' x 16' Conc. Masonry Unit . 0 , 0c/c. 1 CoJ , . f Svlooth Stucco Finish DETAIL Flo, Flr. Elev, Fln, Grade 4 ,x Vm2v 'c/( of/AP CeCiVi)i • kA. wuN eft Anefstvo e . • • - • ' WALL ,(,:slECTON • • • 11.atal.a x 2.4L • 'C. v•-• • • R•30• Dort '1: X 4" Fire Stop (PT) x 3' FurrIno Strips R, 16' 0,C, • • o, GE 30 "sf 13 12' Cont. Colic, fle Beam 'w/ '4 45 RelnEorcloo 13ar5 dont, rced w/ 4 1[3 Tk4's (?. 0,0, Cor L'och 13end thc, Elsewhere, .3 nd 2 45 Froo_iY.:0,c:11 Direction Around . . • NtAi LA t r . 1/2' Drywall 1)rywoJ Q2 x 2' Pressuire Treat:Led Furring 16 0,0, (Vertica(ly), , 9—gauge IorIz 2,704J. (F> 'Type), - BacK (110.0)( L?:' /4 A, b, 5:rxemcsfu< ,et? exxls 1 !J E4.1 Vos or° p GriPte.A0 j - vi/i tuft c.41c6 ittAitco L 2 2 . V .v-q‘'.P.fr4 (4 mIL + Viv\IF ("-Ne,Ps p,ti;.(1 &• • : 4(:•6.3.` s ( 4(2, [ • R(LIAJ I fpq, • (JAV 1,.. • - • 2,;(1.(k.1.0 ) 1.0 •••••••••••■•• InsulAtI6n BET IL e 16' 0,(C., See r A7 , 9 1 ( -- /\r* ()6 ./%,•••A.Nif.,) CAP t; .+;?‘1, Fin, Cade' EMAIL WALL SECTION 1 11 • e...)1 14_ (f • • • • • • —.• . • . „5,- v 4 1 ,t.fri,, •-f/ ) x ttc-Itik,f - ri'l.taLLA 51141 Ve. 3 Z./(A.)C . ,› .? • • • • /S 11i; = • • ' ' '11 : - •1 I 1: /. ( -.7 • ; v WI) , (2.) kl\f 44 • l cc , 4i Ur 4 1\1 ,/ t94,1(-,4 cnoLS. sroNe NI 5 it) C4' itboAk!":41., Nt.), fttreKtcf," -x , - X .41 DES(ON CENTRE, 4141 NE 2ND AVENUE MIAMI 444 *** FLORIDA ' 305. 576. 1060 ARCHITECTURE: 'ENGINEERING PLANNING • PrOjact Ilaaa Bearings, if any shown based on LnDiicisf SS Iations A Arc Orstance ,A /C Au Conddio Pad (C) Calculated CL Clear INC Encroachment TIP Found Iron Pip, 011 Overhang PES Plat Book P'L Property Lo. UP Ulddy Pole T Tangcnl CQ C/L EIP FIR Catch Basin Center Line Electric Tr anslormer Pod round Iron Rod ORES 0lhcial Records Books PC Point of Curvature P00 Pwnl of Beginning WM Wirier Meter LME Lake Mewl. Easement g) This survey is not to be relied upon for construction. ELO_QD ZONE; X ELUMED_RMATIQN Community Numlier: 120652 Panel Number/Map # :12025C0093 Suffix: J FIRM. Index Date: 7 -17 -95 E3ase Elevation: Not Available A 3QS11jD1j13Y SURVEY I hereby coitlty that the survey represented hereon meets the minimum technical standards set forth by the Board ct LanJ Surveyors In chapter 61017 -6 Florida Administrative Code pursuant, to Section 472.027 Fla. Statutes. There are no encroach moms, overlaps, easements appearing on the Plat, other than as shown hereto L. G7f�F S RyE YO kI j Il X7 OCR COS CODIC TO (M) OUL PCC roc 0 AE PROPERTY OF: philllp _1- _Gladstone and Kathleen NOT VALID WI;I'(UT ?re FIGNATURE AND 1110 OR RAISED SEAL 00 rLOnIOA LICENSED SURVEYOR AND faAPPER — ov-- ...a..e. •w......... Pag 2 of 2 - 1 0 ( rowa� County Rccor its K ona ele Block Structure Concria round Measured Overhead Utility Lines Point oI Compound Curve Point al Commencement Central Angie Anchor Easement MELD DATE 1 SCALE C• (reference) 01 DG CH DE fll NGVD P PO PRC PT 0/S a) All Clearances and /or encroachments shown hereon are of apparent nature. Fence ownership by visual means, , Legal ownership of fences not determined. b) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utilities and encroachments, if any, not located. e) The flood information shown hereon does not imply that the referenced properly will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. f) The (ands depicted hereon were surveyed per the legal descriptioli and no claims as to ownership or matters of title are made or implied: CEREFI LOS Rapid Title Services Company; Attorneys' Title Insurance Fund, Inc.; Phillips, Gladstone and Kathleen, and Atlantic Mortgage Lenders Corp., its successors and /or assigns. i 440 N. E. 92nd Street Miami Shores, Florida LANNES AND GARCIA, INC. L[3. #2098 Surveyors - Mappers -Land Planners A BEALE. SMITII #5238 Office Address: 359 Alcazar Ave, Coral Gables, FL 33134 (305) 666.7909 (954) 523 -8663 DRAWN BY Budding Chad Urslance U■amage Easc,ugnl rue I lydr National Geodetic Vet tic al Dalum PIa1 SIP Set Iron Pipe Page SWK Sidewalk Point of Reverse Cur valor Point of lengcn WM Waler Meter Onset R RAU Il /W SEC SCR V Rados Radial R�ghl of Way Section Screened Utility Easement DRAWING NO 129669 100, 5D' (PJ /OD. 60' (' P/ ,YD, e O --9/ A•sp A• r /00 So' (P, /P�z ••• • • No /.D. 5'co Nc. . 1710 STVR !r) ieeS /GS At E. 0 2/ 0.4o GJE 'T 6 op GD a ZO / c(. a9 ;4 , / l BA U J O• PROPERTY OF: YlE Q. Pi/0/ BUT VALID ■%1111t)Ur lilt sIGVA bullleux!Gt�. \LH 11.UIIIUA IJ( tN1rrl SI kVt104 LNU NIAYrIt 200, co 0, me.. 92-7d ST M5, 9/'/ C• Goy 4770 A/ /1A? This property described as: The West 6" of Lot 6, all of Lot 7 and all of Lot 8, Block 49, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. A BOUNDARY SURVEY 1 hereby certify that the survey r( pre- sented her vn meets the mine. -num techn.ol standards set forth by the toard of Land Surveyors .n chapter 61C17-6 flor:di r•e;s(rxhe Code Farx.rrx to Section V2.C2. Fta. Scannes. There are no erx.Tox3+ments. o..e.tsps, easements apt eacir,j on the Ptx. ashen rh6n as shown hereto. rt. rsoi. wenn:e Ape want* I.ct 7 Phillips, Gladstone and Kathleen, 440 N.E. 92nd Street, FIEL,I.) DATE 00 /,?2 /0/ BEALE SMITH #5238 SCALE /% 20 DRAWN BY X. Miami Shores, Florida LANNMS AND GARCIA, INC. L.R. 4 2u98 • • S13Rb F..YORS- MAPPERS -LAND PLANNERS Office altdress: J 9 .Arcatar :lrcnue. (oral l:ablcs. Florida 3.33.34 (JO) 066- 79U') 05 52J -66.63 DRWG. NO 129669 it // y l0 n 9 g /T /1 ,/ y f ` liGa III 6 1 v� ,66'9Z/ /5 1 /, M N '� 100, 5D' (PJ /OD. 60' (' P/ ,YD, e O --9/ A•sp A• r /00 So' (P, /P�z ••• • • No /.D. 5'co Nc. . 1710 STVR !r) ieeS /GS At E. 0 2/ 0.4o GJE 'T 6 op GD a ZO / c(. a9 ;4 , / l BA U J O• PROPERTY OF: YlE Q. Pi/0/ BUT VALID ■%1111t)Ur lilt sIGVA bullleux!Gt�. \LH 11.UIIIUA IJ( tN1rrl SI kVt104 LNU NIAYrIt 200, co 0, me.. 92-7d ST M5, 9/'/ C• Goy 4770 A/ /1A? This property described as: The West 6" of Lot 6, all of Lot 7 and all of Lot 8, Block 49, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. A BOUNDARY SURVEY 1 hereby certify that the survey r( pre- sented her vn meets the mine. -num techn.ol standards set forth by the toard of Land Surveyors .n chapter 61C17-6 flor:di r•e;s(rxhe Code Farx.rrx to Section V2.C2. Fta. Scannes. There are no erx.Tox3+ments. o..e.tsps, easements apt eacir,j on the Ptx. ashen rh6n as shown hereto. rt. rsoi. wenn:e Ape want* I.ct 7 Phillips, Gladstone and Kathleen, 440 N.E. 92nd Street, FIEL,I.) DATE 00 /,?2 /0/ BEALE SMITH #5238 SCALE /% 20 DRAWN BY X. Miami Shores, Florida LANNMS AND GARCIA, INC. L.R. 4 2u98 • • S13Rb F..YORS- MAPPERS -LAND PLANNERS Office altdress: J 9 .Arcatar :lrcnue. (oral l:ablcs. Florida 3.33.34 (JO) 066- 79U') 05 52J -66.63 DRWG. NO 129669 MIAMI- BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 L F FAX (3 375-2908 PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558 Nokomis FL 34274 CONTRACTOR ENFORCEN1ENTSECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant (305) 375 -2902 FAX (305) 372 -6339 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0204.03 E plres:05/20/200¢ Raul Rodriguez • Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/ /1999 Internet mail address: postm•ster ®buildinecodeonlioe -com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ranclsco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buildicgcodeoallae.com PGT Industries ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 99- 0204.03 MAY 20 1999 MAY 2 0 200 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its o on nts shall be constructed in strict compliance with the following documents: Drawing No 4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1 through 3 of 3 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Pr duct Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manuel P rez, P.E. Product Con Product . of Division xaminer PGT Industries ACCEPTANCE No.: • APPROVED EXPIRES 99- 0204.03 HAY 2n ¶9 MAY 2 0 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la t .age 3. ./Joe Manuel 'erez, P.E. Product Contr. aminer Product ontrol Division END OF THIS ACCEPTANCE 3 of 3 E 1M WIN C DtSCRIPTIat, V.T FLANGE FRAME JAMB Alunt. 6063 -T5 612225 2 2 FIXED MEETING RAIL Alum 6063 -15 612228 I 3 SASH MEETING RAIL Alum. 606 —15 61 229 1 SASH SI RAIL Alum. 6C63 -15 612230 GLAZING BEAD Alum. 606.1 —T5 6534571 8 WINDLOAD ADAPTER Alum. 6063 -15 612236 FIANCE FRAME HEAD Alum_ 6063 -15 8 FIANCE FRAME SILL Alum. 6063 -15 9 FRAME SILL ADAPTER Alum. 6063 -15 0 SASH TOP BOT. RAIL Alum. 6063 -15 SCREEN RETAINER Alum. 6063— 5 16 .350 MONSANTO INTERLAYER 3 14 5 16" .350 DUPONT IN I ERLAYER ANT► —UFT CHANNEL Alum. 6063 -15) 612244 5 10 x 1.000 Ph. FT. SUS 710X1 6 x 1.000 PH. PAN SUS 76XIPPA _ WEATHERSTRIP, THIN WALL BULB VINYL 6TP24 J8 x .500 PHIL Fl SUS 7856.4 /8 x 1.000 PHIL P.N. SUS SWEEP LATCH WEEP HOUSING 70250 WEEP FLOP 70251 ROLLER HOUSING BRASS WHEELS 78R WHL.� WEATHERSTRIP — PILE(f7NSEAL 61062W SILICON 62899 WEATHERSTRIP BULB WNYI 6TP249 O ven omb roil 2 4 781P0A 22 wait D. B. s' 1 2 L O.B. 1.29/99 swlc N. T.S. o rY./LoCA rIou O midspon of (roma O midspon of vent Windlood Adopter screws) or anti —lift channel 1 .er Glozin. Beod Sweep Lotch screws when usin. 2 Swee. Lotches 71096 11.5 from ends —vent mtg. roil EN hei.ht is >= 42" Eir 1 Omidspon 2 1 4 from ends MASTER TOOL t Omidspon /2 1/4" from ends MASTER 1007. eo. end of vent to• roil MASTER TOOL iT?l•111tiamgamNs) VINYL —TECH P. .r 2 Oven to. •ot rOI s & mt.. rail SCHLEC£L C'R•. DOW CORNING EA TEAM PLASTICS VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX MA ALUX ALUMAX ALUMAX H.P. G. H.P.G. ALUMAX FASTEC MERCHANTS FASTENER PS TICS 1P-247 MERCHANTS FASTENER IM PACT HORIZONTAL SLIDING 1V-00 �' l 1 kd. 1 SECT. 1 AF -12244 MERCHANTS FASTENER UINEATURE DlE CASTING PCT. 214.XX 7-1.410-250 7 —U10 -251 70312 FS7826 -187 899 TP -249 6 J /4' 1) a.4zn� s/r .uo) L,wrtarro w,vTE ltAltR (t /e A /.oao rug t /e' A;wev_m) 2.) c x n.aNt xo a Ox J.) DESIGN PRES - RATTI G: 4.) Avc,* S 1t1 1L 6 J/4 TRW EACH cormai fr 5111) tux. 6 S /e FFOU EACH CORNER .LwsS) 2 AM * mS 4 APART. 4' FROM EACH MEETING RAIL 114x. SPACYAO AT HERO & SIU: 1 5.000 WV. SPAC?M AT .1W85: 12.500 S) WATER REOURr1,ENr' HO 94 TERS REOl.IRtO e) Rcrrsn.ic TEST RePoRr• nt -1969 71.000 4.000 4.000 — SA. R ELEVATION r 4 5 6 7 2 6 7 8 9 20 27 22 2J 24 ZS 26 27 12 t /2' w. Ou comfit rR. JSi@S 7 z/I'-g 612237 612238 612239 612240 6532371 1 2 FWTOYED /S teurtYIND W 14 THE Soma nw•w eu t9_.G COVE O Dr.g.r.. Ca It CCOirrt,ANCE OFFICt Yc .1;.fltt NO._T l 411 VEN00R / AF - 12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF- 12236 AF -12237 AF -12238 AF -12239 AF -12240 77 63.000 EXTERIOR — 2.7(0— 2.710 ROUGH OPENING 15 VERTICAL SECTION ROUGH OPENING 2.094 .500 INTERIOR ROUGH OPENING 2.784 GLAZING OPTION; 5/16" 6350) W/LAMINATEO INTERLAYER D.B. 9s, 0,13. �>bJ 74.000 I P DZ. 16AL 1/29/99 scd' 2X HORIZONTAL SECTION • • • ul.. ♦ V► .705 2.784 .500 INTERIOR EXTFRI QB ROUGH OPENING MPQWCD AS UMRL11110 win1 11E SOUTH 7171tOA 1U4.0010 COD( DA1 root! .1101 ON 4:1 dtPlO1 COOS CUMPt AME DrfIC( , CC(Pf14CE 10.11 03 PfOgressi.ei7 L ASS technology H i 710 1 SECT. 2 . 3 SECT. VIEWS — IMPACT HOR. SLIDER (XO) P.O. BOX 1529 F. 5 •�A A NOKOMIS, FL. 34274 I e l v^ 4112 I A 11P._ StLL 1/4 " TAPCON / P£R ANCHOR / CILCUU{nONS r 250 IMAY. L 250 .LTPe_ SILL 250 MAY. TYr. JA,{l9 112 PANHEAD PER ANCHOR CALCULATIONS f72 PANHEAD Pf_R ANCHOR CALCULATIONS 29 99 N.T.S. b 11P�_JAMP +.a 2 r WOOD PUCK HS , 1.250 !rn^rrn u Cramp r: w+rn me Krnmr nnvroi rr!TnnqC cam /17 PA1l AY PER ANCHOR CALCUUTIONS 1/4" TN'CON PER ANCHOR CILCUV111ONS C/1 ?L�1'Atj NM( Cr TR(1! n V S C.I 7Un0!I7G Con( to ?r . nWTK1 +CTTruytT ?If/ 71 -L? y_c i T TT1 T9 /Y T Y I pregress:vea /10 — ANCH. TYPICAL HORIZONTAL ROLLER ANCIIORAGE (1/4 TAPCON /OR #12 PANHEAD) l '.O. HOA 1529 NOKOMIS, R.. 34274 6 4 112_ 3 ..3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FOR 6000-97 Residential Component Prescriptive Method 13 SOUTH 7 8 9 Department of Community Affairs Corrt nce optb'.Aetheb B Ctapter 8 of ire Florioa E ^ery EfFciercy Code may be daronsrated by !to use of Form 8005.97 for sirgie and rrun,'aml!y •es-dences of 3 stores or ess n refight a ^d additions to existing resioential buddino To oar*, a bulking m meet a exceed ad of the energy effidency preecrpr.es In any 2^.E of Ire 0: eso'tptitie cornponenl packages gig comply wan In D'escrplive measures 's ^ed in Tab e B3' 01 tnis `am An a tarnatve m ethod is proswoed fa adds o s of 600 snuare feet or secs by used Form b0OC•97 if 3 bugling dyes not romp'y min th.t r~sihod A in sdYi co under other sections in Cra•ia 8 of 04 Code. alwe allig i ad► is' • OWNER: MR ,Mks , _Pwt....4PS kKRALDRECMON6 PROJECT NAME" AND ADORESS: Ne+e COnstrjction inciuding additions which incorporates any of the following'eatwres Cannot c0lroly sing this method' veal stud we Is, singe asseTiOly roofcell n; construction, Or skyi•ghts or other ron•ver,ruai roof Mess 2 Choose one of the component packages 'A" th'o,egh' F' from Tabia 68.1 by which you rtend to comp. w Ire Coo Crcle the cot mn of t ^a package you have c "aser 3 Fill in aft the apphcabie spaces of the 'I'D Be installed' column on Table 68.1 with the informs! or , equested, AJ To Be r• at3i'ed" va't•es' rust be eor,a; to or more ethc;er', than the required 'ovals 4. Complete page 1 based on the 'To 8e Installed" cow^rn nfor ration 5. Read "Minimum Requirements for Alf Packages" Table 6$-2 and check each box to indicate your intent to coi ply w th all appbcable !er,.s 6 Read, sl and date the "Prepared 8 ' certeicat on stater lot at the bottom 01 page 1. The cwner or owner's agent must also sin and date the 'orr, Pietas Print CK 1. Compliance package chosen (A-F) 2. New construction or addition 3. Single family detached or Multifamily attached 4. If Multifamily --No. of units covered by this submission 5. is this a worst case? (yes / no) 8. Conditioned floor area (sq. ft.) 7. Predominant save overhang (ft) 8, Glass type and area a, Clear glass b. Tint, flm or solar screen 9. Percentage of glass to floor area 10. Floor type, area or perimeter, and insulation: a. Slab on grade (R•value) b. Wood, raised (R•value) c. Wood, Common (R•value) d. Concrete, raised (R•value) e. Concrete, common (R•value) 11. Wall type, area and insulation: a. Exterior: 1, Masonry (Insulation R•va!ue) 2. Wood frame (Insulation R•value) b. Adiacent: 1. Masonry (Insulation F -value) 2. Wood frame (Insulation R•value) 12. Ceiling type, area and insulation: a. Under attic (Insulation R•value) b. Single assembly (lnsulaton R•value) 13. Air Distribution System: Duct insulation, location 14, Cooling system (Types central, room unit, package terminal A C . gas, none) 15. Heating system: (Types heat pump, eec strip. nal gas. L.P gas. gas h,p , room or PTAC, none) 16: Hot water system: (Types: elec , nat. gas. P. gas. -. ar, rec . led heat pump, other, none) et,y •v!1 r_eb CIO, ca Ere ro Cat* ♦REFAREO SY: I net e0y :AM ' lea O WNE11 AOEMT: • cos, ,on re ,r :ompriarce win re OAT1•-r• 1 `• •Z/ - - 1 5 rt o'rce Er •,^ - -- - - - - -- `__ CA ca BUILDER: PEF� MiTTING OFFICE: PERMIT O . FE ' CLIMATE ! a C� ZONE: l S 9 JAM DtCTlON N0.: 2. 3. w 4. 5. 6. 7. 0 c•4. Single Pone Double Pane ga. --- sq. ft, sq. ft 8b. � sq. ft. 4 S. sq. ft 9. , 10a. R= __ _ 13.2 lin. ft. 1Ob. Rs ___ ___ sq, ft. 10c. R= ___ sq. ft. 10d. R= sq. ft. 10e. R= sq. ft. 11a•1 R= �? �d sq. ft. 1 1a -2 R= 4•Q__ sq. ft. 11b -1 R: - _ _._ sq. ft. 11b•2 R= .__- . sq. rt. 12a. Rs - 30_ - 54L sq ft 12b. R= _ sq. ft. 13. R= G• O 14a. Type: Gym ___ - 14b. SEERIEER: - _.t? - e, _ _ 14c. Capacity: _1.:h..11)61 *IC_ NS 15a. TYPE): _!. _I'll ? 15b. HSPF /COP /AFUE: 15c. Capacity: ---' 16a. Type:( G _ 16b. EF: ____ c Rev AA or pens a ^0 s coce'r3 ey it s ca a ai w, u „a.aa !r a Flur.da Ff seqv C eS'o 5 oeic st ar •a ea ins b,wcu,g w H to n.psnpo a compra�u u, acc .nth Swann SS) 5 eLRO5 O OfFICtA , DATE: Revised 1998 COMPONENTS PACKAGES FOR NEW Cs -" RUCTION - A 8 C D viroill F To bs caulked, gasket wsat ar•etripped or otherwise staled. 1 seliel pats b Root Mee 15% '\ 15% 20% 20% ' 25% Type + Doubts Ow , 1'4' / Singh Tint (ST) 2' Single not (SI) 2' Single Tint (ST) 2' Doke* ;OT) 2' Oxide rnl (DT) 2 Overton Sl1VM Worry ._.,_i EXTERIOR AND ADJACENT MASONRY WALLS R-6 COMMON MASONRY WALLS R-3 EACH SIDE Wood Pane EXTERIOR, ADJACENT, AND COMMON WOOD FRAME WALLS R -11 CEILINGS CEILINGS UNDER ATTIC R-30. FRAME COMMON CEILINGS R-11. NO SINGLE fS,SE1018LY CEILINGS ALLOWED) §10013 Sieb- CWOrris R-0 , Piked Hood R•11 (ONLY STEM WALL CONSTRUCTION ALLOWED EXCEPT PACKAGE 8) RaA/d Conrxlll R-5 DUCTS R-0 R -8 R-0 COND. R-8 R-8 SPACE COOLING (SEER) 10.0' 12.0 10.5 12.0 12.0 10 5 IV3H Elect. STRIP STRIP STRIP STRIP � i' STRIP Gas/Oil (AFUE) MINIMUM OF .73 (01rect heating) or .78 (Central r ISAS 831VM 10H Electric Resistance EF .90 EF . NOT ALLOWED (SEE SEIOw) EF .90 EF .90 J I l Nor huovVEo (SEE eELOw) Gas & Oil " MINIMUM EF OF .54 Omer Any of ate following an. ariored: deaealad heat pump, heat recovery unit or solar system. TABLE 68-2 MINIMUM RiGUIREMENTS FOR ALL PACKAGES .� 3 COAIPOWENTS SECTION R • WE S Exterior Joints & Creeks 608.1 To bs caulked, gasket wsat ar•etripped or otherwise staled. Extartor Windows & Doors 608.1 Max .3 cfm'eq.ft. window area; .5 cfrreartft door arta. NI . Sole & Top Ms** 606,1 dates and parwira through top pates of exterior waifs must be staled. _Type ;C rated with no peratratlons (two adtsmatFws a)lowtd). Air bar* on pertrretar of 5oor cavky between /cos. Racesaed Lighting 808.1 1luttt story Houses 806.1 Exhaust Fans 608.1 Exhaust x us wits vent exhaust Joe, t space stall hays dampers, except for combustion Yntagr v Wafer beaters 812.1 Cor pty with ,mc envy requirements in Tad* 8-12. Switch or dearly marked Cfrcu4 breaker (slAxtric) or cutoff (pas) must bo provided. External or built -in heat trap requited. Spas & heated pools must hays (ayars ( except solar heated). Non - commercial pools must have a pump trier Gas spa di pool heaters rri.mt have minimum tttsrmd efficiency of 78%. Swktr.ntaing Pools & Spas 812.1 Hot Water Pipes _ 812.1 Insulation is required for hot water circulatin syttome �kticludlr� heat tacovery units). - Shower Heads 8 12.1 610.1 Water flow must be restricted to no more than 2.5 Won* per rrrnuts at 80 PSIG. HVAC DUCE Cotyetructlor+, Inailertion & Installation NI ducts, flttnga, rrachanical equipment and plenum charrr,bwrs shall be m echenicey attached. ssati'ed, Irsuiated and Installed in accordance with tha criteria of Section 810.1, Ducts in attlos meet be instiated to a rrir of R -8. - HVAC Controls 807.1 Separate rsadity acceastbls mant,al or autocratic Ihsrmastat for each system. TABLE 66-1 MINIMUM REQUIREMENTS Ctlmate Zones '7 1 9 a COP. • Sinife ptags r*imum SEER4.7 " ltotem oroPenora Lot qea and Wit hot or a* /Owl apply ro ID w pato *Ow roatem Potter to Tacit 4.12 fa minimum Code ed'kandw br of oat halo and oiler ease. TO M INSTALLED OC: ❑ OT: ` EXT: R. C. AA): R • 5 r 0 COttt R EXT: A ADJ: R • 0Ctt R, UNDER ATTIC: COMMON: A ■ R. O A. R • t D COW. fir AFUE • EF • c: EF • DHP: EF• HRU 90tAFt EF• cEiCAI'TION Of WILDSIO CCilPOtdON Unto Pelted of fusee le Floor Ant This pe 1 caau'ated by diving to iota la Au anew by the roril ndiliorAd fleci ax. The cottony is to Itfento IM rod a sofa prc;taa o,t ho/40n'Jdty Isom Mace ,l The qua. Al Ad Lees eel to under in overhang ore twat Ira weecrfbed eve rim M Mang axiom ') jai on to Inds d a hats end 2) the AN h M k won storks of a mall story Nast ITa1. end rose, trouoidee Vetxa: The as ,1 11.46 indicated ward to minimum eccepta Iii irtu'at'ron ienl added to to atntctr,'d compron% 4 to rat cell x too. The R Yoto d M otr•.K:1tti bW g motar'iM sail not be d ckded n ttis cOroa5on. *Common• component an ,u sepanarg callered',erancies r s aularam2y bct9rp. 'Maar( ootnporars tetra - u cordl5oned vacs from w+COrdiaoned bna ir4oH1 spa 1:+dtrbe xevoneroa ucers:e oxdRcontr4 apace from unt:x+7bohod and "oxtail space ?icor Mob- toes *VW adye ineulekr, tro sccept& s. Rs;sed rood r'il F.L4 continuo 1 dem al Mt int.iaaon pactd on to Own rd a Jrdr t ec.o map Pedipt i. noble NO ones tat to dicta m+mt to reeled whin to conditioned spa:a, t M a. to &enroll shat a locked on M condthrad sided re, inkia: ion. Duca In ordletod specs w to-VINO fa imr �Eya CocOng aystoms slat have Sessoraf Ene'4y LIAcitcy calk (TER) br *'tt4.01s of 6nvvy ErIcisney P.aeo (EER) tx room r>it a PTAC's trial to a gdoem tan to polluted raa;e. Some Hwbg Oetkot teat ;Art Ryes like, to reed OM a Huth; Seasonal PIAont mcs Fedor NSPfl eyW b a piatr air M prwcttbad hSPF. h:wl pump syeAMS may cow silt WO tArialio rye* Os (Aorta d *oche, 05.1.ABC. No Matt mambo spots !peat a aura h► No palmy &rite tisofetanco Hoe outer Option: Fa peetsy+s dasirated Not ►Ja e,?, or oleic beat, Not wait trim! may "A added oMy n r,.,ryiklor roT ono d ra'Otw Hp Weser Syswu Option' $w btfo.. O1Asr Hal Wets Sodom Colo ri Any led ca4sd t a('Lep, hf a i' solar Na *Cot eystom may be na dad Sofa: sy *arts TJI '444 Y1 EF JI 1. IX r► ter. Slut f Ira osiers hiving an EF Y La poude 01 Nadal ;,as etalama roar EF 54 a pee;er may be toad in ariuncfon skit teas systems. FOh. ,.vVB -97 Residential Component Prescriptive Method CONSTRUCTION ENERGY EFFICIENCY CODE FOR t Method FT SOUTH 7 8 9 Department of Community Affairs Compliance with Method 8 Chapter 6 01 the French Energy Efficiency Cole may be demonstrated by the use of eonr+ 60C3-9/ for single and mwE'amdy 'esydence5 of 3 stores er ieSS el height a ^d edditiors lo existing �esKerit el bu 'o :ompy, a bu, d ^g must , reef or exceed au of the ereT,y e'kiency prescr'pt : ,n any 4n,a of ire otescriphe component packages ang 'ompry er,tn "e - eecriptiye measures ls'. n Tabs 63.1 of iris form An atemetye method '3 prcv,dec for eddlt ors of 900 = ^ue'e or ess by use of Form bCCC 97 f a bu6ding does no' comply kith t v! ^eta C A me still co rn. under other sections in Chet . al 6 of the Code. PROJECT NAME: AND ADDRESS: 1. Compliance package chosen (A-F) 2. New construction or addition 3. Single family detached or Multifamily attached 4. If Multifamily --No. of units covered by this submission 5. Is this a worst case? (yes / no) 8. Conditioned floor area (sq. ft.) 7, Predominant save overhang (ft.) 8. Glass type and area : a. Clear glass b. Tint, film or solar screen 9. Percentage of glass to floor area 10. Floor type, area or perimeter, and Insulation: a. Slab on grade (R- value) b. Wood, raised (R- value) c. Wood, common (P- value) d. Concrete, raised (R•value) e. Concrete, common (R- value) 11, Wail type, area and insulation: a. Exterior: 1, Masonry (Insulation R- value) 2. Wood frame (insulation R- value) b. Adjacent: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R•value) 12. Ceiling type, area and insulation: a. Under attic (insulation R- value) b. Single assembly (Insulation R•vaiue) 13. Air Distribution System: Duct insulation, location 14. Cooling system (Types- central, room ur 1. package terrn,nal A C gas, none) 15. Heating system: (Types heal purr D. a ec strip nal gas. L.P. gas. gas h p., room or PTAC, nor:a) 18, Hot water system: (Types: elec , nat. • ..P. gas. soar, heat rep , ded heat pump. other. no ne) he eel, cerh 'hr p6� c de Er rZy Code �� PAEPAAEDSY ne or" AlefO&M DMNEA AGENT .4 i r trt' etpr e.• n :ro / my6a / rrca wtrn OAT E ., I "_�� „-) once wen ire c Wide Elegy rQda 0ATE 2 BUILDER: PERMITTING OFFICE: PERMIT NO.f 1 ; I - i' - ' - 1� - OWNER: MR,, ANS t 'ji(cf'5 GENERA` DelECT1ON 1 New construction including addihonS which incorporates any of ha (0110A( features cannot ccn' 'rsir; this rrethDT Steel Stid walla. Sing a assemoiy root ce'l �y Construction, cr skyl gh`s Gr O :i'ef ndr.vehltdai roof glass. 2 Goose c ^e of tN,e cOmporenl paarages `A" th cugh'f" from Table 6B - by which you mend to comp -y with t' a Cooe C:rcle the cotuvnn cl the pactase you ^3,9 chCseh 3 Fill 11 all the applicable spaces 0 tr,e Be `Ta ^Statleh• :0lvrr'n or Table 68-1 Mth the irforTaton regJestad. Al 'To ee ,nS'ailed' v3k.eS rr s' :e c• mye e ^r than the requirM revels 4 Corrpleta page 1 based on the To Be Irstalled column information. 5 lead °Min,mwr Requirements for Al: Packages' Table 68 -2 and check each ecx to , rd'-cate ycv intent to comply N'th an appbcab(a erns 6 lead, si , and late the - Prepared B • certi'ica :.on s'atement at the Oottom of Fa a 1. The owner or owner s a•ert mist also s gr and date t ^e form Ptesse Print .Y...,., CK 2. 3. • 4. S. �4f, s. 1 5" . Gi I to 7. Single Pane Double Pane 8a. - ___ sq. ft. - sq. ft - 8b, � ,_ sq, ft. _ f `L _.._ sq. ft 9. _. 5 1Oa. 10b. 10c. 10d 10e. R =_ R= R= R= _02 lin ft. sq. ft. _�_ -- sq. ft, sq. ft. _ sq. ft. 11a R= 5 . 4o._ so. ft, 11a-2 R= _ 5 __ _GEO_ _ sq. ft. 11b -1 R= .____.. _ sq. ft. 11b -2 R= .�_ . sq. ft. 12a, R-..: .__ J sq. ft. 12b. R= _.._ sq. ft. 13, R= !� e v 14a. Type: _ <g -- - 14b. SEEDER: _ _ ig. d _ 14c. Capacity: 11 t4S 5:1445 15a. Type: _t._1115: 15b. HSPF/COP/AFUE: 15c. Capacity: _ - `` 16a. Type: - - 4 _..._ 16b. EF: __ _ _.._,,. ! _ -... - -- pev ew oI pl a', K to abo s Coiee0 by tl 8 Ca∎CLfe c, -, .;.a'IS ar%e r'n t e F -cr de Fr a t Cke ee•o a uxuv.c• nn 8 comCYrPi 0 e � d ^q ti J co r,,,m/o0 c compU .o a :cb■dN «,m 5e•. :n $59.9(8. c S _ ZONE: 7 1 , $ 1E1 '4_J JURISDICTION NO,: r ( T levlsed 1998 COMPONENTS PACKAGES FOR NEW CONS RUCTION _ FOR ALL PACKAGES A 3 C 0. H F r a Man.%ot gores !o Flo 5% 15% 20% 20% 5 . 25% Type Double Clear (OC) Single Tint (ST) Single lint (ST) Singe Tint (ST) Dotrb! -t ;OT) Double Tint (DT) Overhang 1'4' 2' 2' 2' Swimming Spas 2' ST1YM Vasortry EXTERIOR AND ADJACENT MASONRY WALLS R5 COMMON MASONRY WALLS R -3 EACH SIDE. Wood Frarre EXTERIOR, ADJACENT, AND COMMON WOOD FRAME WALLS R -11 I CEILINGS Inas/fation HVAC Controls CEILINGS UNDER ATTIC R -3Q. FRAME COMMON CEILINGS R -11. (NO SINGLE ASSEMBLY CEILINGS ALLOWED) FLOORS Stab -On -Grade R-0 , Raised Wood R -11 (ONLY STEM WALL CONSTRUCTION ALLOWED EXCEPT PACKAGE 9) Raised Concrete R -5 R -8 DUCTS - R-6 R -8 R -8 COND. 1-1-8 SPACE COOLING (SEER) 10.0* 12.0 10.5 12.0 10 5 IY3H Elect. STRIP STRIP STRIP STRIP $ R STRIP Gas1O11 (AFUE) MINIMUM OF .73 (Direct heating) or .78 (Centre+ ti _ _ HOT WATER 1 SYSTEM 1 Electric - Reslstance ` EF .90 EF .94 NOT ALLOWED :SEE BELOW) EF .90 EF .90 NOT ALLOWED ;SEE BELOW) Gas & Oil `w MINIMUM EF OF .54 Other Ary of the following are allowrd: dedicated heat pump, heat recovery unit or solar system. TA LE +3b• MINIMUM REQUIREMENTS Sirge;adage 0 t 4 0 ores 40 SEE .T. " Mt;rum olrii ienc es for gas and erad.•k hot water systems apply to to 40 gallon water heaters. Refer to Table 6. !or minimum Code efficianoes for of water hea ?are and other Nzes. - 2 - Climate Zones 7 e 9 TO BE INSTALLED DC: 0 DT: ig U' FEET FXT: R = Cr ADJ. R o COht R EXT: R ADJ. R R CDt R. UNDER ATTIC: COMMON: f R = t7 R = C ' O COND. SEER= 1 '2t0 CCP= AF4E EF= r c p EF . OkP: HRU: 0ESCfeIFT1ON OF 8'JttOlNG OOMPONEWTS USTEO Percent of Glass to Floor Aran: TTrs percentage is cakv+ated by dividing the total of aft glass areas byte total coMCiboned door ass Cl'erturi The overhang is the deems Cie root or soffit prc;ecfs al horizontally from the lace of Ne glass. M glass areas steal be under an overhang of at least the prescibed length with the following exceptions. 1) glass on the gated ends of a house and 2) L'+e gtees in Ire lower stories of a m ei story house. Nee, Cann.; and Floor irxutatkn VOA,: The R•values indicated represent the minimum acceptable insulation eel added to the structural components of the wall, ceiling a floor The R-vake of the structural building mateeab shaft not be included in this cafcutetion. 'Common" components are those separating conditioned tenancies in a reuitifarn y building. 'Ad'tacenC components saprate conditioned space from unconditioned but tociosed apace. 'Exterior" omporents separate conditioned space !tom uncor>ditoned arid urerdosed space. Floor: Stab-on-grade doors without edge iralation are acceptable. Raised «cod doors shall have continual stem walls wit insulation placed on the stem waft or under the door estap4 Packa`v 1 Duet: 'COND' indicates that the ducts must be installed within the conditioned spare, tat is, the ductwork shall be located on the conditioned side of the insulation. Ducts in conditioned apace are exactable for any pree4evi prclees. Sotca Carlin's System: Cooling systems shall have a Seasonal Ertel Efficiency Balk (SEER) fa central units or Energy Efficiency Ratio (EEfe) for roan unlit or PT AC's ea al to or greater then to prescribed value. Ltettric Spay Heating Qptiorc Heat pump systems steal be rated with a Heating Seasonal Performance Factor (HSPF) equal to a greater than the prescribed tAtSPF. Heat pump systems may contain eed.1c stp baan.p reetkg the criteria of section 608.1.ABC.32.12. No electric resistance space heal is Jawed for these packages. Electrlo Pestilence Hot Weser Option: For packages designated 'Not Mowed', an electric re:;rstance Not water system may be installed only it coNunr'bun art one of the 'Other 'riot Water System Options'. See beksw. Other Mot Wear System Options: Any dedicated heat pump, heat recovery unit, Of solar Not water system may be installed. Sciar syerams must have an EF ul 1.5 or higher. Eectr!c resistance systems having an EF a1.88 or gaiter, or nature) gas systems with EF .54 or ;eater may be used in con(unction with these systems. TABLE et3-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES SECTION REQUIREMENTS H K COMPONENTS Exterior Joints & Cracks 608.1 To be caulked, gasketed, weather stripped or otherwise sealed. Exterior Windows & Doors I I+ „ 1 !t Max .3 cfm'sq.ft. window area; .5 cfrn(sq.ft. or area. through to of exterior walls must be sealed. Sole & T• - Plates Recessed Lighting Sole plates and penetrations plates Type !C rated with no penetrations (two altematives allowed). Lfuitl -story Houses Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to unconditlaned space shall have dampers, except for combustion devices with integral exhaust ductwork. Exhaust Fana Water Heaters 612.1 612.1 612.1 Comply with efficiency requirement in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or buiit -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Insulation is required hot water circulating systems (including heat recovery units). IsN Swimming Spas Pools & `Water Pipes _Hot Shower Heads 812.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanraliy attached, sealed, insulated and installed in accordance with the criteria of Section 610.1, Ducts in attics must be insulated to a minimum of R -8. HVAC Duct Construction, & Installation 610.1 Inas/fation HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. TA LE +3b• MINIMUM REQUIREMENTS Sirge;adage 0 t 4 0 ores 40 SEE .T. " Mt;rum olrii ienc es for gas and erad.•k hot water systems apply to to 40 gallon water heaters. Refer to Table 6. !or minimum Code efficianoes for of water hea ?are and other Nzes. - 2 - Climate Zones 7 e 9 TO BE INSTALLED DC: 0 DT: ig U' FEET FXT: R = Cr ADJ. R o COht R EXT: R ADJ. R R CDt R. UNDER ATTIC: COMMON: f R = t7 R = C ' O COND. SEER= 1 '2t0 CCP= AF4E EF= r c p EF . OkP: HRU: 0ESCfeIFT1ON OF 8'JttOlNG OOMPONEWTS USTEO Percent of Glass to Floor Aran: TTrs percentage is cakv+ated by dividing the total of aft glass areas byte total coMCiboned door ass Cl'erturi The overhang is the deems Cie root or soffit prc;ecfs al horizontally from the lace of Ne glass. M glass areas steal be under an overhang of at least the prescibed length with the following exceptions. 1) glass on the gated ends of a house and 2) L'+e gtees in Ire lower stories of a m ei story house. Nee, Cann.; and Floor irxutatkn VOA,: The R•values indicated represent the minimum acceptable insulation eel added to the structural components of the wall, ceiling a floor The R-vake of the structural building mateeab shaft not be included in this cafcutetion. 'Common" components are those separating conditioned tenancies in a reuitifarn y building. 'Ad'tacenC components saprate conditioned space from unconditioned but tociosed apace. 'Exterior" omporents separate conditioned space !tom uncor>ditoned arid urerdosed space. Floor: Stab-on-grade doors without edge iralation are acceptable. Raised «cod doors shall have continual stem walls wit insulation placed on the stem waft or under the door estap4 Packa`v 1 Duet: 'COND' indicates that the ducts must be installed within the conditioned spare, tat is, the ductwork shall be located on the conditioned side of the insulation. Ducts in conditioned apace are exactable for any pree4evi prclees. Sotca Carlin's System: Cooling systems shall have a Seasonal Ertel Efficiency Balk (SEER) fa central units or Energy Efficiency Ratio (EEfe) for roan unlit or PT AC's ea al to or greater then to prescribed value. Ltettric Spay Heating Qptiorc Heat pump systems steal be rated with a Heating Seasonal Performance Factor (HSPF) equal to a greater than the prescribed tAtSPF. Heat pump systems may contain eed.1c stp baan.p reetkg the criteria of section 608.1.ABC.32.12. No electric resistance space heal is Jawed for these packages. Electrlo Pestilence Hot Weser Option: For packages designated 'Not Mowed', an electric re:;rstance Not water system may be installed only it coNunr'bun art one of the 'Other 'riot Water System Options'. See beksw. Other Mot Wear System Options: Any dedicated heat pump, heat recovery unit, Of solar Not water system may be installed. Sciar syerams must have an EF ul 1.5 or higher. Eectr!c resistance systems having an EF a1.88 or gaiter, or nature) gas systems with EF .54 or ;eater may be used in con(unction with these systems. 1 . �► Calculation Procedures A,B,C,D Procedure A • Winter Infiltration HTM Calculation ), W1nte� Inflttration CFM • G ACIHR x � - (a Cu, FT, x 0.0187 • 77 CFM 2, Wrote( Infiitr ton Ettvh 1.1 7 CFM 3. Wit Infiltration HTm 3 Btuh + Procedure 8 • Summer Infiltration HTM Calculation 1. Summ Infiltration CFM _..._ AC/HR x 23 Cu, FT, x 0.0167 • 7 CFM Volume Summer Infiltration Btuh 1.1 1 7 7fr CFM x t 5 Summar TO AV i tt I Goo • Btuh symmer tnllsretlon HTM 4 l0 . ii 6.1' 0 8tvh + _ Total window • _ 32 ' HTM $ Door Ares • Refer to Table 6 Votume Procedure C • Latent Infiltration Gain 0.08 x l� t 6. " 9r dirt. x Leon V,ntil on Load 0.88 . I T * Vent. CFM x kG+? gr. dirt. internal Losda x•230 x + No. Poopte Infiltration Load From Procedure C Equipment Srzing Load — Want 2.3 W • T0 = ___ Btuh Total Wagon s ° " ' HTM 1 Door Area 7 74 S ummer CFM = Procedure 0 • Equipment Sizing Loads 1. Sensible Sling Load genelbl• VonUlation Load 1,1 x 7I Want CFM X 1.5 , Summer TO • 2 t'.t Stun Sensible Load for Structure (Lino 19) + 35 etvh Suns of Ventilation and Structure Loads • Btuh . Ratfno 3 Temperature Swing Multrpt:orw. x • 00 RSM equipment Slzfnp Load • Sensible • - Btuh 2. Latent Siting Load 12842 Stuh Btuh Bh,h etyh For: Name Address City and State or Province By: Contractor Address City Design Heating Load Requirement = Doors W VD WAIis WORKSHEET FOR MANUAL J ' LOAD CALCULATIONS . , AiR CONDITIONING L_u Df tA C{. '{2t I,MI St • t5 0?, �J Design Conditions Plan No, Date Calculated by Winter Summer Outsidedb •f• insidedb 2 •F Outsidedb 1 • • Inside 10 16 • F Winter Design Temperature Dltferance 'L3 • •F Summer Neon Ted Frature Difference • Room RH V. � Daity Range Heating Summ J 730 .r.._. Btuh Total Heat Loss for Entire House (Line 15 e _ Ventilation CFM a : _ Wtnter Design TernperetureDifference a 2 3 • F Heat Required for Ventilation Air = 1.1 X 7 7 4 CFM �3 • fs ,� 'bp (house) _ X , (Vent) s 7 0 .,, • -�' Otuh Cooling Summary lotat Sensible Gain \) ' ' ? _ etuh (Caiculation Procedure 0) Design Temperature Swinge Total Latent Gain + � a " - (9 ' Btu (Caloulatien Procedcre D) Normal 3• (.4)45. ( 1 Total .Sane. +let. _ . Stuh Ventilation CFM = TWgd1$614Equt ment Summary Maka E Mod', � o o - 0 15 -A Type -SPIT S 1 1 ',N1 14`/i - Heating� Mt" 4 k. c' f , Heating Output(Rtuh) 2 a I. o n ti Latent C Etficieno �' Q o — Sensible Cooling (Stuh), ? v ° . oon etuh y � ��' 9l 2 a � � °O Total (Btuh) _ � ' COP /EERISEERiHSPF 1 V. d Cooiing CFM . Space Thermostat Heat( ) ,of y A r 1+,►r Cool ( ) . Heat /Cool Heating CFM Construotton Data i Floor Grout d Stab Basement Walls 1 II syL ; lt ! °Y i�r�u 4- , i4� 7 � .� A 4 1 4 - . �'.' * ,' ta1xia ::::29 12,I1 . rI I&IW O 4'-5 V1" ' ARCHITECTURE ' 'ENGINEERING PLANNING 11 Et » MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA ' 305. 576. 1080 W W 1, C7 2 (1) ti; . d 0 1I C•4 W r. • ,q - • Project line ..,,....:,,.... ....... .,.,.„..... _ .. _ ..t _ ........". '1. ..` :' k 1 1 t� SEAL No, Revi:,lc st Date II .0aw....oao.aa•.•••.■ .....w..":.. --- _ ... �i� _ . ...".../.1:01." .,...01,........- .+.......+ x ,.. _ ...... ' . • 1 ..v " ...",.,,,",:.,, ... Drawn: Y♦ _i,,. a Checked: Reviewed: Dute: I C) OCT — 2- Scala: Project No. _ CAD File No. Drawing 'title d Drawing No. Sheet of COLUMN ' L - - _.... . _.,..;,,,,..,.,._.� .. max;_• =sr ta1xia ::::29 12,I1 . rI I&IW O 4'-5 V1" ' 'N"IU8 *6 ' l: eA ilritbMAIlICIF3 . C04 (: > ° 1. ,. ., ELENJAT TOP c L31EAM i ' F;IzINFDACINC3 NO. - s Y .: h. ,.� -e >.aaa .. wwLaruw'.t+W. ,. ��C ��. t t:: �./ ��r )�, �''�' . ' . . ' � �• V • .. £ PAC IN G • s . ..•••1.16- ..............o...r....1 • ..,,....:,,.... ....... .,.,.„..... _ .. _ ..t _ ........". '1. ..` :' k 1 - R( : :. ° Lew E' o 7 40 A • II .0aw....oao.aa•.•••.■ .....w..":.. --- _ ... �i� _ . ...".../.1:01." .,...01,........- .+.......+ x ,.. _ ...... ' . • 1 ..v " ...",.,,,",:.,, ... i "• ,�.. m.m.eaurxaaa at..++.,ri uw:"slsr^ ' ' - a • - ME M SI C1-1E.10 Ul.r - - ts.r.,....� -. __... ��. _ - .."1.s..+w. _». a • •uuwaw - - _.... . _.,..;,,,,..,.,._.� .. max;_• =sr 71-7 I�.." a 1 e .. Uiff IPM j Y.Ix** *Ce. :. t ' ..... .1M • • :.... er.26 G t.x't ,. ., ELENJAT TOP c L31EAM i ' F;IzINFDACINC3 NO. - –.: 3 t3 rI11 UPEl U , 1CI P )4 E3L:TTaM NO. o - t t- c 1 1 , 1� � 1; (I� £ PAC IN G {{ " - ,t :2 ! G '1. ..` :' k 1 - R( : :. ° Lew E' o ...yy."... II O • • 1 • " ._ �._ o 1 . ___ _,.. —, 1.-- - „ r.. , ir -, .t.l,r. . • • r t 1 8 N $\1 R �1 0..3 �.,. 71-7 I�.." a 1 e MI< flIZW FAKINwOi NC RB MAiit13 < U , '..2 J L4 4 II .7.4.............a•••60.15—..1. ....,,.. FOUNDATION' ' 000 PSF o - t t- c 1 1 , 1� � 1; (I� 0 {{ " - ,t '1. ..` :' k 1 - R( : :. ° Lew E' o II O • • 1 • " ._ �._ o 1 . ___ _,.. —, 1.-- - „ r.. , ir -, .t.l,r. STRUCTURAL ELE LOADS RECOMMENDATIONS WALLS 30 PSF -37 PSF WINDWARD WALLS LEEWARD WALLS ROOF 20 PSF 30 PSF 23 PSF 40 PSF 1.5 KIP . _......_. * * MANUFACTURER'S SPECIFICATIONS TO GOVERN.** USE STRAP TIES 21” X 1 '/4 " WITH 16 - 10D NAILS Net$T2.o /`✓i to , "aH $1 CAPACITY PER STRAP =1.55 KIP BD NAILS @ 4" O. C. L ROOF EDGES 8D NAILS © 6" O. C. ELSEWHERE 1 'A" DEAD LOAD LIVE LOAD UPLIFT LOAD FLAT ROOF UPLIFT LOAD TRUSS ROOF JOISTS/TRUSSES ANCHORAGE REQUIRED FORCE PER JOIST /TRUSS DIAPHRAGM NAIL SCHEDULE STRUCTURAL I PLYWOOD - BLOCKING NAIL PENETRATION .7.4.............a•••60.15—..1. ....,,.. FOUNDATION' ' 000 PSF FOOTING SIZE : . REINFORCEMENT BARS : 3.45 SUE3GRADE SHALL BE FREE OF ALL DEBRIS MATERIAL AFTER FOOTING EXCAVATION MINIMUM SOIL PRESSURE " C" BAR TOP- E3OTT. LI LI /4 �, L2 /4 WHICHE ER S GREAT •R I TOP - rYP1cAL BEAM DIAGRAM • "C" BARS ARE TOP BARS OVER RIGHT SUPPORT SIDE '� WALL FOOTING, L2 /4 L3 4 WHICHEVER l.4 CREATE TOP 1 ANS. TOP LONG. 6a� GL. DEPTH L 34 CL. • BOTT. LONG. GOTT. T ?RNs FOOTING DETAILS E3OTT I.3 SLAE.3 TOP BARS "C" DAR (SEE PLAN) TOP TOP 'I" E3AR CL (TYE ) COLUMN DOWELS COLUMN FOOTING. E3 BEAM SECTION TYP. TRUSS & FRAMING NOTES 4 :. -. : 31 1dR:% I. IA�G': YJKa '.A'A.U.i9ki'S..C_1Ge21CLY,�iA6 I. ALL FRAMING LUH4ER.St1AL1 DE DOUGLAS FIR WITH A MINN f10ER STRESS OF 1200 PSI, OR NO.. 2 SOUTHERN PINE, UNLESS OTHERWISE NOTED. ALL LUMDER IN CONTACT WITH COtiCRCTE MASOUuT SHALL DE PRESSURE TREATED. 2. HATCHED WALLS INDICATE BEARING FRAME PARTITIONS. (WOOD STUDS WITH DOUBLE TOP PLATE OVER THICKENED SLAU). PROVIDE (2) 2" X 12" READERS OVER ALL OPENINGS NOT EXCEEDING 6'.0" UNLESS OTHERWISE VOTED. REARING PARTITIONS TO DE HINIHUM 1- !III, FIRE RATED. '� 2" X 4" BEARING PAItTIT1OUSi 2" X 4" STUDS P IG" 0/C MAXIMUM WITH DODUIC. TOP !'LATE, HAXIMUN D' NOMINAL WALL UEIGUr (2- STORY.PERHIr1Et)). 2" X G" DEARIrNG PARTITIONS: 2 "'X G" STUDS 0 24" 0/C ILAX1l1Ut1 WITH DODULC TOP PLATE, MAXIMUM 1U' NOMINAL WALE WEUGHf (2- STORY PERMITTED), • TOP PLATE. TO IiE AtICIIUIIEU T4 FRAMING ME WI TN APPROVED HURRICANE ANCHORS ON STRAPS (TYPICAL P EACH HEIUICII), STUDS SHALL BE ANCHORED 10 101' AND DOTTOIL PLATES WITH APPROVED FASTENERS, DOTTOH PLATE TO DE ANCHORED TO ItMICKENEO SLAV WITH 1/2 INCH DIAMETER MOLTS 0" LONG CAST INTO COUCRCTE 0 24" 0/C FUkXIHU4 WITH O" X 3" X 1/4" !'LATE HASHERS (NILTI "KW1K- BUT," FASTENERS NAY UE.SUOTITUIEU WITH LOCAL JURISDICTION'S APPROVAL). . 7�. Y d: ALL WOOD FLOOR AND ROOF TRUSSES-SHALL DE (WAY, EItG1tIECrtE0 OY THE TRUSS IIAIIUFACTURER PRIOR TO SHOP DRAWING SUUHISS101I FOR REM.' (SEC NOTE 20) TRUSS MANUFACTURER 10 COORDINATE TRUSS FNIRICATI011 WIIti AIR CONDITIONING DUCT LAYOUT Ault ANY SUPPORTED OR SUSPENDED EQUIPIIEii1 LOCAIEU 111 ATTIC -AREAS. ALL WOOD TRUSSES TD UE ANCHORED TO REARING, FRAME PARTITION WITH APPROVED GALVAHIZEU METAL 1RUSS STRAPS (TYPICAL 0 EACH TRUSS). ALL WOOD TRUSSES GEARING ON CONCRETE TIE'DEAHS, TO HAVE CAIVAHI2E0 METAL TRUSS SEATS CAST INTO CONCRETE (TYPICAL P EACH TRUSS). ALL METAL OR ACCESSORIES USED FOR CONNECTING W000.. MODS SWILL DE CALI/At112EU OR CORWOSION'RESISTNIr. (D, ALL IIETALS'USED on poor fi.ASHIIiGS. COUNTER rLASIII ?IGS, VALLEYS, ETC. SHALL DC 16 s ., STPUCTLJRAL NO e'OrICRETE1 CONCRETE SHALL ATTAIN THE FOLLOWING STRENGTHS IN 28 DAYS! FOUNDATIONS! s P, S . I, COLUMNS! 3,000 P.S.I. SLABS ON GRADE,' CURDS AND SIDEWALKS! ' . 2, 500 P.S.I. ALL CONCRETE WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL. CONCRETE FOR BUILDINGS" ( ACT-- )01.) . CONCRETE COVER! GRADE '.BEAMS t 3" TO BOTTOM BARS) COLUMNS! 1i " TO TIES; . 1 EA.MS L 1. I " TO STIRRUPS; S.LABS : 3 /4 "r TO MAIN BARS IN .SLABS NOT EXPOSED '.1'O WEA'THER, 1" TO MAIN BARS IN SLABS • . EXPOSED TO WEA`T'HER. REINFORCING STEEL! A.L.T., REINFORCING STEEL BARS TO CONFORM TO ASTM A• -615 _-- SPECIFICATIONS FOR DEFORMED :BILLED STEEL WITH 60,000 P.S.I. MINIMUM YIELD STRENGTH.' SIIOP DRAWINGS TO BI PREPARED TN ACCORDANCE WITH AOl 318 -71. PROVIDE DOWELS IN FOUNDATIONS TO r/!AqCH REINFORCING, ABOVE.. STRUCTURAL STEEL: ALL STRUCTURAL) STEEL TO 13E ASTM-36 DESIGNATION, AND TO BE FABRICATED AND.:C'RECTED IN ACCORDANCE WITH A.TSC SPECIFICATIONS ALL CONNECTION OF STEEL TO STEEL' TO BE WELDED UNLESS OTI SHOWN. ALL STRUCTURAL STEEL TO ,HAVE ONE SI COAT OF RUST INHIBITIVE PAINT. SLABS ON FILL! SLAB ON FILL SHALL BE 4" THICK, .REINFORCED WITH 6 "x6 "-10/:10 GALVANIZED WELDED WIRE FABRIC EXCEPT WHERE OTHERWISE SHOWN, FILL MATERIAL UNDER SLAD SMALL BE CLEAN SAND AND /OR ROCK AND SHALL DE C01`�IPAQTI D 'TO A MINIMUM OF 95`% OF MAXIMUM DENSITY IN LIFTS NOT `1'0 EXCI.';ED 12" TN DEPTH. WALLS, COLUMNS, BEAMS • PENETRATING SLABS ON FILL, SHALL BE ISOLATED BY PREMOLDED JOINT FILLER flt THICK, .UNLESS OTHERWISE NOTED. CONCRETE SHALL BE POURED IN CHECKERBOARD PATTERN CONSTRUCTION•- JOINTS SPACED 2,"a' -0" 0.C. MAXIMUM • ' FORMWORK AND SHORING! STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL 'IT REACHED A MINIMUM OF TWO THIRDS OF THE 28 DAYS DESIGN • STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS AS SET FOR'L'II IN THE CURRENT AC:I: 3 AND ACT ,301 SPECIFICATIONS, FOUNDATIONS t FOOTINGS AND SLAB ON GRADE SHALL BEAR ON SOIL HAVING MINIMUM BEARING CAPACITY OF 2,500 P, S . F. SOIL BEARING VALUE TO BE VERIFIED • BY A SOIL FNGTNI';LIL SOIL PREPARATION AND LOCATION OF FOOTINGS BELOW GRADE ,SIIA:I,L BE AS PER SOIL ENGINEER'S RECOMMENDATIONS, WOOD STRUCTURE! PARTITION BEARING WALLS TO BE 2" X 4" @ 16" O.C. PROVIDE 2-2"X4" VERT, @ .ANY ROUGH OPENING AND )-2"x4" @ ANY CORNER ' IN PARTITION BEARING WALL. ALL LUMBER IN CONTACT WITH CONCRETE OR BLOCK SIIAL]'J' BI., PRESSURE 'TREATED. THE STRESS GRADE OF ' LUMBER SHALL BE NOT LESS THAN 1000 P.S,I, ALL CONSTRUCTION SHALL DE PERFORMED IN ACCORDANCE WITH ALL CODES, REGULATIONS AIID RESTRICTIONS HAVING JURISD.I.C'1:' :EON. RECOMMENDATIONS t 1t . • NL\A/ u 1 ON 4 caJc.,i.Ab - ttG. D.10 QeMAiN) s 14 Zoning Appro 4.tsA ova As' StAtoWN c2 F000 u./A WC 0 5' 10" uk./{41e1..(AXI.. 1 - u C5 • -1/. t 0" Acyt 11 (2 LO E. v iyz TON a c LG It t df / , • Co l -I- LIVING , +/- 4 cyvt-,f?„,,i,„ L. L o Vr.ff I WALL LEGEND PA'r10 /I e-) (PAY c),,1 d rvt st_ Tart V\1 e:;, Cu c. 'AL" • 1" +/-- 4. 4 1 I• s r t FOYER 0- W /.S 1 .1 e:; J 1 rArmi ■ 0 d ft4 r" 041A '''.•,•4; Ltt. "1 KITCIFIE.N 1 I A fi-ttow‘T CABANA PV4.).sk sth)v •6 a DINING t.i.g-moi*: v) ,16, e/•1C 1A‘At.t..4 ik.... ,s4twtsi - to 1 Qo -. +s, ,,,it . \31 4 !Ili 0 ict\t5L, \,.. • . ril • tsi 0 . NI ("21 1.) . • • - 4 t' o Fi (--:0 \(e.1 DOOR 1 . 1 T9." // STUDY I(0 7 ./ T) r [Autumn V -/---- ou :v( r•Aiift" K,;) ' HALL •- t V,4 7 / 4, • 1 ' N .`• / ote BEDROOM 1 1) # ...--.--. -----------,----- -- .waturat.w.lf.sMtraSIEZ4r4IZEArlit.t:142t • — ill<ISTitsi 6 e C rt. 50_1<‘,/tc-c-. N ( V VL 1 &kr( ct) / MARK SIZE . TH K 0 1/. - .ofy 6 2 (i)( .g TYPE mArl. HOW tan. THRESH L 41_ Lk/ jb a REMARKS , •PLI.Y.; (UP. re 4 1 LOO DOOR SCHET5[3" !FRAME 5 1 • 4 0 07 177 1 Ntp,„ s ort 0 Y 4 - }/ c* 2, COVERED WALKWAY 6,6 64AL/ fi 1 cAirt„;' • ) 1 1 ci 1 6 .4, 57tx...K 1 , 4 11-P CAA CC5 - G 0 Acct.) 3 4b 004(.15(11) C) tl S tiq ct4t4) ( - 1mp/v.1r- R's ,STAI-41' icitHboV441,5rnCe0C- I...ow. Atmai:r4...*..m.P...A....04emiotauy.4...w.4.1:446.40.0owenuow.varrolalmworigni*,........mara.":=4..........a.......e..........44,,01 WINDOW ..SCHEIJULE: . . boOtspolmel ,........0.41, OPPopill.pli. ' POPMPAPPOPY *P.P14.0.11.16 __HEIGHT TYPt 1 FRAME SCREEN • REMARKS .— -- __ c_ '', L 4c0 , V, 4 .... •?-)CLc3.111-•.-1,6 • --irv\13 N MIAMI DESIGN CENTRE, 4141 NE 2ND AVENUE MIAMI 4 ***** FLORIDA ' 305. 5'76. 1080 Drown: A Checked: Revievoci: Sleet t Drawing No. ARC rirrEcTuR E ' ENGINEERING PLANNING Project (L SEAL Dot: :Fo Ocr Scato: a 4 Projcto. Of r iA CAD Fito No. Drawrng f.1 , 10 MASTER SUITE Rfe Air V' W.? ( I5TO` . O voLc,/ P-iXtsTi // r iM , • ro ?. STUDY Cc$,A LA-roui vf HALL <-' )4 te_ rtM5 .1t;,› Kelm EDROONf f)-t r4vve 001rie4 elit) lN A1.L cA.Art-% 00514 er4 1 tiA (1 MARK _ \VDT . _11EX3liT . gip GI c oA M.M. WINDOW..SCHEIJULE TYPE REMARKS SCREEN Iaatsaaa later,t1.),, krr 14) t>" At.:42tfc?1.1 ■ • el I icA/n • (..o • WALL LEGEND _.1 i. 1 ...0 sr /s LI s rtt-4 C4 C u -- 11EV-1 4 r'A e-) c.> aTEE WIN 6' C.+41) • rik tl ft - -14zits1 wo.rf5t) ,!Lu3 (B) "REF.\ -NV (04.) (1..Pfk Dec t ci I cl 4 eve:KA, L t, (VIC. LID Vrnft„1 '11 1, i d LL +/- 1 '4 ovtiP.KALL VEfil 4Milt3lata f 2." fisorz„,rn o?-1 -7-- VA fulc , V1 -f<N1f t 113 ( V 1 ( 0 eArrl oti) DOOR SCHEDULE fr 1 ,r / -COVERED WALKWAY Kr) A '.'21 ' E F1.77...ztztzt; 1,1p2w • ,tc..c:GL, 2 40 Cat.16. - 5 - 1LAG \f<reLoc,Airri IC, - c /1/44 v.7„. , 4:2 JeNgff.„4-, 1" , FRAME 1 N4P/v1 - Ke7.5 sTeNfrir w11-4 ,5* •tf TI No MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI •***** FLORIDA • 305. 576. 1080 RevIslons: ARCHITECTURE ' ENGINEERING PLANNING 2 u . SEAL Project lib , • . . . • . . . * - --- • . V. .. ■ I ; • • . 3. , s ,...,. . ; r ;:,.• ARCHITECTURE ' ENGINEERING PLANNING Mt 111 St MIAMI DESIGN cENTRE, 4141 NE: 2ND AVENUE MIAMI ****** F1.011DA 305. 576. 10L30 .. . . • . . • . . , . • . • ,.. .. • . , w 04 Z a ' 0 11 b g • •, . ..., g f I : • • 0 Fe g * ' • P , gt ..., „, ,,, o • ct .. fa cl 2 • • ,... g . X • • t • . . . . . ' • , . ,, . .= • . • . . • . • PrOJect Title . •, - ........1....1•*■••••• . - SEAL • . • (-- 11111111 A. * NA V 1ff % P No Da te_ --, ' A . • • `• • .. ••■ ...,........... Drown: Checked: -,.. RwAewed., Dute• . 10 0 ' (5 I suit,: t , 4- Po joct No, CAD Filo No, DrawIng , I •ltlo - - - ....._ . Drawing No, Sheet or r• 4 • •• •"* ;2, — 2.V214C1 ...... • . • •• /-- r -••••- .`xf'L_ - II • "" • /—■ (_•'•• ../•-•••."•-••• • r A tr"2.• - 11 • • -' u 11 it _^. Pt4v th4 , vs/1141)ov/ H.r.;,f1 A 11:-. W/ Cf.)) t\tett-i aottx-40k% rfrlep‘cr s r‘14.01p-, 5 •NS. 5 4 1 0 V/P 4 V-voNfl 0 . /k 6 F?.(:)cir 0 NA•cti -o<151Thic.) r5e..1 co/T d-')esr14 fqec-(:1 0V< '' Q4 0 VILLS Cr( R) Ot_17). -rgrAtt 5 1NI V. 2 . 1 (6 t'AZei...":1K-NT 1\M LACS V 5W LZ • • P.A.P.RELDL.E. CirJ (frcAT E->ciso - 1 cAI e fe5gate4*-Tiititt ..t.u;a :Az." W:&1 11 5. 6.), &9\R ?Art u c) (T cu t YMVIVOMM=04 • �: C.-)0-co4-V‘:11\ SoN tr2.()41- s c 0 t 1 Ay , OUN SOIL STATEMENT ATI 4- ) J/ 44*(7 • - :71=-7."*"?=."=:''."-T.:T'T • • e 2 nes .f.. to a i — 501L..' / Tit 6 '1 AF<P! ArDr(4 - ro , r.r.;\0FiloR:r . - we, , e.)e:rtzzt.4co cii.se r)ea-'21C....t.1 L c>r 2. ite„, rt- r. As-; POP. *le 2 40 2 . '' . ---- -4 - AVLAI t'Vt .11-:.,) . f - F e . ) , / i b & , \kJ Kt i'le:ti c41 il 6 ei - Ai - raft limn e-le *- rt 114,air Le..-fq 1 fatr T iAT li be: Fbuticvs.4( atst ci L... ..,G-t ipi S / - 'M((-^01 T') Ili oc l.A 1 tc,,fl 'ill% 1 : ),0 -2q6Pkt 1 KEW' t oz), Cr) ti1 (. 411, ti 51Ar„)) + to e"-> / r 1, (F5 ?..." • to/ . j■ 8). I? 4 '14 6.; • M4; '41 i t Ir • 4,P ove:P,$,LL (fle tip W.RiFy* 11 . 24j I . 1 II • 0 s i, o ti< 1 - 17 M 'LC) • h) +/- • f. (-A e I I 0 1 4Z* 1 • ' • II 11 D. I 14 • (1' ye, Rt. F'( ) / / — - M 1 Ve 4 e ' eN te; & ( Wg K (A) VIA■ 1) / coMPAcraro •PILL. - ' - Crtil<e-4. ) al e Vi AD) Vil b 1 ) r.X. I S r t c s L-A. HD cAyer.) j Li N S CriT1 c!" i\IE SLA EI5 :••••-•-• // 1 vi" NI. )<, vi vivir 4 MIAMI DESIGN cENTREN 4 N t,4, E 14 2 ,1, N * D Fl 305. 576. 1080 — Checked: RevIewocI: Dale; 1,9 oc sculo: ; 4 , Project No. 01 DrawIng, Title ARCHITECTURE ENGINEERING PLANNING of • • %N. •■■ / 0/r,/ 'z , c/e-..- 1 s ff. I 9Iit-4 (..7; C,,CN 6111 6vv,' IF() I 0 4" ° , t 4 0kt . o 1 7 / a Pl" 4,(4 CrTr. ) (1 4•4 I, ( 7 • -• - P).t.txt r tr.; J. .4 SEAL Date,_ Drawn: )( 01 Chocked: Reviewed: Dole: A 0 " , u ocr f oC 0, I 4' Project No, 0„1 • CAD Filo No Drawing litle Drawing No. Sheet ARCHITECTURE • ENGINEERING PLANNING MIAMI DESIGN CENTRE, 4141 NE 2ND AVENUE MIAMI 4***** FLORIDA 305. 576. 1080 • or u. o z 0.) • , • . Project Title GI ZiP f`A • ' 7 3,00 etb IN / / / 7 • / /00 (.6 /on 60 71-10 ST 12 (? 74 t-11 /4, (0 kin, 0 .&W C.0116 0 IL16 (101 1 /Vo/ (P.) - A Y!g. • • ' . . ; , . . ' . • . v Fr) 089 4,) 706 16.6)5 • • N ' V Q/' - • 0 1(11 (A C f : • : .4./ ri ss 5 Crf R.) , • SEPTIC TANK 2222,.....GAL (MIN) D IEV: /9 0N- SQ. 7 i c e BOTTOM OF VIiitiNFEELO ELEVATION 0.3d ev* or Cor 6 04s118-16 5(D GAL . Re... 171314 IA)/ le2o 5f IDRAThifiEL NoI. /I O' 00/ % ./5//ftze, fl 1\J f/,a / _(4 / ) • — 2 pp j2 ks /1 A e. • 92 " GT 41 11 9 This property described as: The West 6" of Lot 6, all of Lot 7 and all of Lot 8, Block 49, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 • of the Public Records of Dade Comity, Florida. S 1 ot-i Lot e...)t.-E.) T1 L 1.3 1.4 K. I t (..f) t sr :L(:)(:5 P 0, 17.) r t\ttFJA/ Aptrior4 .. e3r . Loc-R 1- ( 0 c f Ae; • -1 /.- 9 SF 7 P)7 sff I f " . I r) ts• C-.)0 a • 5 7 ( .7„ , ., • 0 V- 2; cisr o7 '5, ( - F • No. Drawlnj No. • w MI MIAMI DESIGN CENTRE, 4141 NE 2ND AVENUE MIAMI ****•* FLORIDA ' 305. 576. 1080 z E ARCHITECTURE • ENGINEERING PLANNING • on: Drown: A 4 Checked: 17w/iota: Project No. CAI) Ha No, Drawing Title Z IV la 0 in 1 E4 *Nog 11.7) 44: 111 c Lu uJ o " 2 Project •itlo SEAL t Due; .. .10 OGT 2cos s(40: Dote to ti t MIAMI DESIGN CENTRE 4141 NE 2ND AVENU MIAMI 4 * * * ** FLORIDA 305. 516. 1080 w 0 z 0 IA CI w r z W N 0 N 0 0, z c X 04 • . • Project Title 0 , 6 [IA SEAL No, IZevislons: Date Drown: - Checked: Reviewod: Date: t C') ocT Zc i Scale: ..-t Prajoct No, CAD silo No. Drawing Title Drawlnc3 No. Sheet of GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORD WITH THE SOUTH FLORIDA BUILDING CODE. 2. THE GENE1 AI. CONTRACTOR SHALL BE RESPONSIB3T.E FOR COMPLYING WITH ALL CODES AND ORDINANCES AND SHALL OB AND PAY FOR AI.I. PERMITS, LICENSES, TESTING, INSPECTIONS, CERTIFICATIONS AND THE LIKE:, BOTH TEMPORARY AND PERMANENT. 3. AT THE TIME OF FINAL COMPLETION, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH THE BUILDIr {G PERMIT SHOWING BUILDING INSPECTION 'DATES & APPROVALS. 4. THE GENERAL, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTINIG CONDITIONS. ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONAL OR OTHERWISE', SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT'S ATTENTION. 5. PRIOR TO SUBMITTING BID THE CONTRACTOR (S) ARE TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE.SITE RELATIVE TO EXISTING WORK, MATERIALS, MATERIALS , HANDLING AND DELIVERY:, WORKING SPACE AVAILABLE, SAFETY PRECAUTIONS REQUIRED, AND ALL OTHER CONDIT'ION{S NECESSARY TO THE MAKING OF AN ACCURATE AND COMPLETE PROJECT BID. NO INCREASE IN PROJECT COST WILL BE ALLOWED FOR FAILURE OF CONTRACTOR TO KNOW EXISTING SITE CONDITIONS. '6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. 9 \ 11. ALL INTERIOR FINISHES SHALL BE IN ACCORD WITH CHAPTER 37 OF THE SOUTH YLORIDA BUILDING CODE. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT, WITHIN 2 4: HOURS, OF ANY CONDITION WHICH IS CAUSING OR MAY CAUSE A DELAY IN THE PROJECT COMPLETION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, OF THE EFFECT , IF ANY, OF SUCH CONDITIONS. THE GENERAL CONTRACTOR GUARANTEES AND WARRANTS THAT ALL WORK PERFORMED SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER INSURANCE OF THE CERTIFICATE OF FINAL COMPLETION ANY DEFECTS OR DAMAGE DISCOVERED DURING SAID PERIOD SHALI. BE REPAIRED OR REPLACED AS DIRECTED IN WRITING BY THE ARCHITECT. WITH MO COST TO THE OWNER, TENANT OR ARCHITECT. ALL WOOD AND LUMBER SHALL BE FIRE RETARDANT TREATED AS PER TILE REQUIREMENTS OF THE SOUTH FLORIDA BUILDING CODE. ALL MILLWORK AND 1IriISH CARPENTRY TO BE SHOP PREPARED AND FILED PERFORMED AS PER THE STANDARD OF THE "ARCHITECTURAL WOODWORK INSTITUTE" (A.I.A. VILE +19) . THE GENERAL CONTRACTOR SHALL SUBMIT A LIST OF HIS MILLWORK CONTRACTORS FOR ARCHITECT'S SELECTION. MILLWORK SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR DESIGN APPROVAL. FOUR (4) PRINTS OF EACH SHOP DRAWING SHALL BE SUBMITTED TO ARCHITECT. ARCHITECT WILL RETURN ONE (1) PRINT TO THE GENERAL CONTRACTOR. WORK SHALL PROCEED IMMEDIATELY ON DRAWINGS DESIGNATED AS "APPROVED" ON DRAWINGS DESIGNATE() "APPROVED AS NOTED ", FAI3RI:CATION HAY PROCEED AND CORREC`IIED DRAWINGS SHALL HE RESUBMITTED. ON DRAWINGS DESIGNATED AS "DISAPPROVED" NO FABRICATION MAY PROCEED. "DISAPPROVED" SHALL BE RESUBMITTED TO ARCHITECT AND NO FABRICATION MAY PROCEED UNTIL SUCH DRAWINGS ARE DESIGNATED AS "APPROVED ". ALL "APPROVAL" OR OTHER DESIGNATIONS SHALL BE IN WRITING BY ARCHITECT. NC FABRICATION MAY PROCEED UNTIL, SAID DESIGNATIONS WRITTEN AND SIGNED BY THE ARCHITECT ARE RECEIVED BY THE CONTRACTOR. 12. EQUALS MAY BE SUBSTITUTED FOR SPECIFIED ITEMS. THREE COPIES OP DRAWINGS AND /OR SPECIFICATIONS SHALT.,, BE SUBMITTED TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO ACCEPTANCE OF SUBSTITUTIONS 13. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH. CLEAN-UP, INCLUDING VACUUMING AND WINDOW SJASIIING SHALL BE TO ARCHITECTS'S SATISFACTION. AT THE COMPLETION OF HIS WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, TOOLS, SURPLUS MATERIALS, ETC., ETC., AND LEAVE HIS WORK "BROOM" CLEAN. 14. CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REQUIREMENTS RELATED TO WASTE DISPOSAL AND SAFETY PRECAUTIONS AS REQUIRED BY LAW. 15. NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT LIMITS WITHOUT PRIOR WRITTEN APPROVAL OF THE BUILDING OWNER AND /OR ARCHITECT. 16. CONTRACTOR SHALL MAINTAIN PROTECTION FOR ALL TRAFFIC AREAS OF BUILDING HE USES DURING THE EXECUTION OF WORK PERTAINING TO THIS CONTRACT. CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE TO SUCH AREAS CAUSED BY CONTRACTOR OR HIS SUB- CONTRACTORS. 17. CONTRACTOR SHALL' BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF ALL PROJECT MATERIALS. CONTRACTOR SHALL BE RESPONSIBLE, FOR REPLACING, AT NO COST OR EXPENSE TO BUILDING OWNER OR ARCHITECT, ANY AND ALT. 'DAMAGED, LOST OR STOLEN ITEMS. 18. ALL TELEPHONE COMMUNICATION AND DATA LINES SHALL BE INSTALLED IN RIGID CONDUIT OR SHEATED IN MATERIALS, SUCK AS TEFLON, APPROVED FOR NON-CONDUIT INSTALLATION, BY THE SOUTH FLORIDA BUILDING CODE. 19. CONTRACTOR SHALL ACCOMMODATE AND COORDINATE THE INSTALLATION OF AL.L DATA, COMMUNICATIONS, TELEPHONE,. SECURITY AND FIRE PROTECTION SYSTEMS WHETHER INCLUDED IN THIS CONTRACT OR N.I.C. 20. ALL ELECTRICAL TELEPHONE, COMMUNICATIONS, DANA, AND THE LIKE WIRING, SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. 21. ALL ELECTRICAL, TELEPHONE, COMMUNICATIONS, DATA, SECURITY, FIRE PROTECTION SYSTEM, AND THE LIKE SHALL BE INSTALLED IN ACCORD WITH THE SOUTH FLORIDA BUILDING CODE AND THE NATIONAL ELECTRIC CODE. 22. CONTRACTOR SHALI, PROVIDE; AND INSTALL ALL CONDUITS, FITTINGS, AND THE LIKE FOR ELECTRICAL TELEPHONE, COMMUNICATIONS, DATA, SECURITY AND FIRE PROTECTION SYSTEMS UNLESS NOTED OTHERWISE. 23. CONTRACTOR SHALT. CHALK ON SLAB ALL WALL LOCATIONS, FLOOR Ik WALL OUTLETS, OUTLET RUMS, NU THE LIKE NOR (ELECTRICAL, TELEPHONE, DATA, COMMUNICATIONS, SECURITY AND FIRE PROTECTION SYSTEMS, AND OBTAIN WRITTEN APPROVAL FRO(! ARCHITECT PRIOR TO PROCEEDING WITU INSTALLATION. 24. CONTRACTOR SHALL USE ONLY THOSE FINISH MATERIALS AS APPROVED IN WRITING BY ARCHITECT. 25. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY TO COMPLETE INSTALLATION. 26. CONTRACTOR SHALL FURNISH THE ARCHITECT SAMPLES OF CEILING MATERIALS, PAINTS, AND ALL OTHER FINIS({ ITEMS PRIOR TO THE ORDERING AND INSTALLATION OF SAME. 27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MISC. METAL WORK, ALL WOODWORK, DOORS AND FRAMES, SHOWING ALL DIMENSIONS, WALL CONDITIONS, MATERIALS AND CONSTRUCTION, AND HARDWARE FOR ALL NEW AND RELOCATED DOORS, INDICATING HARDWARE FINISHES. 28. ALI. BLINDS DRAPERY AND OTHER WINDOW TREATMENTS N.I.C. 29. CONTRACTOR SHALL INCLUDE IN HIS BID, ALL COSTS ASSOCIATED WITH MATERIALS HANDLING AND DELIVERY. 30. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE TWO (2) SETS OF As -BUILT DRAWINGS TO ARCHITECT. 31. SEE ARCHITECTURAL. PLAN, FURNITURE /OUTLET PLAN, REFLECTED CEILING PLAN, ELEVATIONS, DETAILS AND SCHEDULES FOR ADDITIONAL NO'TL,S AND SPECIFICATIONS. 32. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSIONS NOT INDICATED ON DRAWINGS TO BE CONFIRMED WITH ARCHITECT AND FIELD VERIFIED. 33. ALL PARTITION WORK TO BE IN STRICT ACCORD WITH THE SOUTH FLORIDA BUILDING CODE. FOR FIRE RATED PARTITIONS SEE CHAPTER 37. 34. ALL GYPSUM BOARD SURFACES TO BE TAPED, SPACKLED AND SANDED SMOOTH TO RECEIVE PAINT OR WALL COVERINGS AS SPECIFIED. SEE FINISH SCHEDULE FOR WALL FINISHES. 35. INSTALL GYPSUM WALLBOARD ACCESSORIES TO MANUFACTURES' PRINTED INSTRUCTION. UNLESS OTHERWISE NOTED. 36. PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT WALLBOARD AT OPENINGS, CUT- OUTS, BUILT-IN ANCHORAGES, AND ATTACHMENT DEVICES FOR OTHER WORK CABINETS, WOODWORK, HARDWARE, SIGNAGE, IAD THE LIKE. 37. WHERE ELECTRICAL 40RK IS SPECIFIED IN CABINTRY, LAMPS AND FIXTURES TO BE PROVIDED BY CABINET CONTRACTOR. CUT OUTS FOR SWITCIHES, OUTLETS AND WIRING DEVICES FOR SAME, AS REQUIRED, ARE TO BE BY THE CABINET CONTRACTOR AND COORDINATED WITH ELECTRICAL CONTRACTOR. 38.. CONTRACTOR TO CLEAN ALL LIGHT FIXTURES. 39. THE GENERAL CONTRACTOR SHALL WARRANT, BY SUBMISSION OF THIS BID, TO THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS. DEHoLITION WORK: ENTIRELY D1I40LISH OH THE 3ITI: ANY STRUCTURE: OIt PORTION THEREOF INDICATED TO BE REMOVED. DO MOT RIG {OVI , EITHER AS A WHOLE OR 13UBSTANTIALLY AS A WHOLE, ANY ENTIRE STRUCTURE UNLESS DIRECTED OTHERWISE BY ARCHITECT. GENERALLY DEMOLISH STRUCTURES DCPtiN TO EXISTING GRADE LEVEL, AND CONCRETE SLABS AND FLAT WORK TO ONE (1) FOOT BELOW EXISTING GRADE. WITH THE EXCEPTION OF ANY SALVABL1 'ITEMS, AS DIRECTED TO BE RETAINED BY OWNER, ALI. REMOVED STRUCTURES AND MATERIALS SHALL BECOME THE PROPERTY ON THE CONTRACTOR WHO SHALL PROMPTLY REMOVE THEM FROM THE PREMISES. NO SUCH ITEMS SHALI. . BE STORED OR ACCUMULATED ON THE PREMISES. SALVAGE: ALL ITEMS DEEMED SALVABLE BY OWNER WILL EITHER HAVE BEEN INDICATED ON THE DRAWINGS, REMOVED PRIOR TO START OF ALTERATION WORK, OR WILL BE DIRECTED BY OWNER TO BE STORED BY CONTRACTOR AND SHALL REMAIN THE PROPERTY or THE OWNER. ANY ITEMS TO BE RELOCATED WILL HAVE BEEN INDICATED ON THE DRAWINGS. FINISH NOTES CONTRACTOR SIiAI.I. INSTALL NEW BATHROOM FIXTURES AND ACCESSORIES, AMERICAN STANDARDS OR EQUAL, CONTRACTOR TO FURNNISH ARCHITECT WITH SPECIFICATIONS AND ESTIMATES FOR APPROVAL. CONTRACTOR SHALL INSTALL NEW FLOOR CERAMIC TILES WHERE SHOWN ON FLOORS AND NEW WALL CERAMIC 'TILES WHERE SHOWN ON WALLS ONLY. NO WALL TILES SHOULD BE INSTALLED ON FLOORS. ARCHITECT SHALL SELECT COLOR AND STYLE OF TILES. DOOR NOTES CONTRACTOR SHALL INSTALL PRE - -FINISHED WOOD 31. PA' 5 DOORS WHERE SHOWN 011 PLANS ( CONTRACTORS SHALL PROVIDE PERIMETER 'WEATHER STRIPPING AT ALL EXTERIOR DOORS. SITE (Not' ? -ke ... SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CRO%114 ELEVATION OF THE ROAD 'ABUTTING TILE PROPERTY. PARKING C' r CONTRACTOR SHALL PAINT A 4" WIDE STRIP WAN APPROVED SPEC. ALL PARKING SPACES (WHITE). • • ARCHITECTURE ENGINEERING PLANNING • • 440 NE 92ND STREET MIAMI SHORES ***** FLORIDA so to ri La