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Home My WebLink AboutBLDG1312-0134-Plans( APPLICABLE ^��»��~�K.�� UJ/U~�� 1. FLORIDA BUILDING CODE 2010 2. A.C.I. 318 FOR REINFORCED CONCRETE. J. A.Cl 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT OR MANUAL 0F STANDARD. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 4. A.C.I. 530 FOR REINFORCED MASONRY. 5, A./.5.C. STEEL CONSTRUCTION AS.D. FOR STRUCTURAL STEEL, D. ANSI/AWS 014. 7. A.S.C.E7-10 FOR WIND ANALYSIS AND DESIGN D. AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR 900D CONSTRUCTIONS Q. APA. THE ENGINEERED WOOD ASSOCIATION PLYWOOD DESIGN SPECS. 10, NATIONAL PEST CONTROL ASSOCIATION STANDARDS MATERIALS AERUASK~ O. N. ON PLANS) ) l. C0NCRETE ALL STRUCTURAL CONCRETE SHALL CONFORM TO AO -301, COMPRESSIVE STRENGTH: -nE8EAW3. COLUMNS, WALLS AND ELEVATED SLABS = 3,000 PSI -SLAB ON GRADE, MONOLITHIC FOOTINGS AND FOOTING PADS = 2,500 PSI 2. STEEL REINFORCEMENT: SHALL CONFORM TO ASIN A615, GRADE 60, fy = 60,000 PSI. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 3MASONRY: HOLLOW MASONRY UNITS OF CONCRETE, rn = 1.500 PSI, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM C 744. GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ASTM C 476. MORTAR TYPE M: SHALL COMPLY WITH ASTM C 270, 4. STRUCTURAL STEEL: ANC1ES, W 3HAPE, CHANNELS, PLATES, P(P[3, AND STRUCTURAL TEES: fy = 36 KSI CONFORM TO ASTM A36. STRUCTURAL 'TUBING: fy = 46 KSI CONFORM 10 ASTM A 500. BOLTS SHALL CONFORM TO ASTM A 325, WITH HARDENED WASHERS AND HEX NUTS. WELDING E-7OXX. 5. WOOD: ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER. fb - 1,200 PSI (MINIMUM), AND YOUNG'S MODULUS [ = 1.500,000 PSI. DESIGN CRITERIA AND LOADS WIND: WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, ARE BASED ON GROSS UPLIFT LESS 10 PSF ( DEAD AND CLADDING ON ZONES 1 AND 2. ZONE 1 ZONE 2 ZONE 3 MEAN ROOF HEIGHT BASIC WIND VELOCITY: RISK CATEGORY: EXPOSURE - 36.50 PSF 55.60 PSF - 55.60 PSF 2J'-5^ 170 MPH ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: 2. FLOOR DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): SUPERIMPOSED DEAD LOAD INTERIOR PARTITIONS (NON BEAR\N{) TOTAL DEAD LOADS LIVE LOADS J. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): 4 PSF SUPERIMPOSED DEAD LOAD: 21 PSF TOTAL DEAD LOADS: 25 PSF LIVE LOADS 20 PSF 4 PSI: 15 PSE 6 PSF 25 PSF 40 PSF 4. FOR OTHER LOADS SEE PLANS. +/-0.18. LOAD) PER COMPONENTS 200 LBS CONCENTRATED AT CENTER PANEL POINT. FOUNDATIONS 1. AS PER GEOTHECNICAL ENGINEER REPORT SOIL CONDITIONS AT THIS SITE ARE SAND AND ROCK WITH A MINIMUM BEARING CAPACITY OF 3000 P3[ SHOULD OTHER CONDITIONS OR MATERIALS BE: ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR PROCEEDING WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED © TIME OF FOUNDATION INSPECTION. 2. THE SUBSURFACE SOIL PROFILES AT THIS PROJECT SITE SHALL BE IMPROVED BY PROPERLY PROGRAMMED APPLICATIONS OF DYNAMIC PRECOMPRESSI0N TREATMENT OR A SIMILAR ACCEPTABLE TECHNIQUE. TO BE IMPLEMENTED UNDER THE DIRECTION OF A QUALIFIED GEOTECHNICAL ENS(NE[R, AS TO ACHIEVE THE REQUIRED DEGREE OF IMPROVEMENT AND DESIGN SOIL BEARING CAPACITY. 3. THE GEOTECHNICAL ENGINEER RESPONSIBLE FOR THE GROUND APPUCATI0NS SHALL ISSUE A PROFESSIONAL CERTIFICATION FOR EACH INDIVIDUAL 8U/LD/NC OF [HIS PROJECT, ATTESTING TO THE SATISFACTORY FOUNDATION SOIL CONDITIONS AND THE ACHIEVEMENT OF THE DESIGN BEARING VALUE B[FORE ANY CONSTRUCTION OPERATION IS ALLOWED TO START FOR ANY SUCH BUILDING. 4. P0DRTODONSTRUCTI0NPROVIDETERM|TE PROIECTIDN TREATMENT 10 SOIL. A CERTIFICATE OF COMPLIANCE SHALL 80 SSUED 10 THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWNG STATEMENT: " THE BUILDING HAS RECEIVED A C,OWPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. THE AREA UNDER FOUNDATIONS AND SLAB ON GROUND SHALL HAVE ALL V[GETATI0N, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D-1087 AT CONSTRUCTION DEBRIS, AND LARGE ROCKS. OPTIMUM MOISTURE CONTENT AND COMPACTED AND TESTED IN LIFTS NOT TO EXCEED 12 IN. 7. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED \WEI SOIL, WHICH IS FREE OF ORGANIC MATERIAL, 8. FILL SUPPORTING SUCH SLABS SHALL BE COMPACTED UNDER THE SUPERN00N OF A SPECIAL INSPECTOR TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY FOR ALL LAYERS, AS VERIFIED BY HELD DENSITY TESTS. REINFORCED CONCRETE 1. CLEAR COVER FOR REINFORCEMENT SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THRU NO. 18 BARS 2" , NO. 5 AND SMALLER 1-1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT w/GROUND: SLABS, WALL3, JOISTS: NO. 11 BAR AND SMALLER 3/4" D. BEAwC, COLUMNS: PRIMARY REINFORCEMENTS,TIES,STIRRUPS, SPIRALS 1-1/2" 2. AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4". CONCRETE AS TW C-33 CONFORMS TO ASTM C-94. 3, SLUMP SHALL BE A MINIMUM OF 3" AND MAXIMUM OF 5" CONCRETE DURING AND IMMEDIATELY AFTER DEPOSITING SHALL BY THOROUGHLY COMPACTED BY MEANS OF MECHANICAL VIBRATION. 4. 5 CYLINDERS SHALL BE TAKEN FROM EACH POUR OF 50 CU. YARDS OF CONCRETE OR FRACTION /A3 PER ASTM C-94\ THEREOF AND TESTED AT THE FOLLOWING INTERVALS: 1 AT 3 DAYS, 1 AT 7 DAYS, 3 AT 28 DAYS. 5. REINFORCEMENT STEEL SHALL BE FREE OF RUST, FLAKES, MILL SCALE, PAINT, 0� GREASE, OR OTHER CONTAMINANTS THAT WILL REDUCE BOND. ALL REINFORCING SHALL RE ACCURATELY LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE BY MEANS OF WIRE SUPPORTS. O. PROVIDE 2#5 X 48~ DIAGONALLY AT CORNERS OF ALL OPENINGS WIDER THAN 15". 7. PROVIDE AT ALL CORNERS #5 BARS 60^ LENGTH BENT © FOOTINGS 8. LAP CONTINUOUS REINFORCING A MINIMUM OF 30" IN BEAMS, 36 BAR DIAMETERS IN SLABS. 9. HOOK ALL DISCONTINUOUS TOP REINFORCING. 10. TIE BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PRONDED BY LAPPING SPLICES NOT LESS THAN JO^ CONTINUITY SHALL RE PROVIDED AT ALL CORNERS 87 BENDING 2 BARS FROM EACH D|RECTI0N AROUND THE CORNER 30" OR BY ADDING 2# 5 BENT 30" EACH LEG. 11. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS through COLUMNS OR BY BENDING HORIZONTAL REIN:. INTO COLUMNS A DISTANCE OF 30^ 12. EXTEND BOTTOM BARS 8" PAST ALL OPENINGS GREATER 11 -IAN J' -O^ ON BOTH SIDES. 13. ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE SHALL BE INSPECTED AFTER ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS SHALL BE PERFORMED BY FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER. STRUCTURAL SEEU 1. ANCHOR BOLTS SHALL CONFORM TO EITHER ASTM A30ORASTM A36 2. STEEL FRAM/NG BOLTS SHALL CONFORM TO ASTM A325, MTH HARDENED WASHERS AND HEX NUTS. J. WELDING IN THE SHOP OR FIELD MAY BE DONE ONLY BY AWS CERTIFIED WELDERS. 4. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. STEEL CONSTRUCTION MANUAL AND SHALL CONFORM WITH THE LAT EST AJ.[W. SPECIFICATIONS. BOLTS SHALL CONFORM TO &5. T.M. A325. ANCHOR BOLTS SHALL CONFORM TO TO AS.T.W. A307, 5. A FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER SHALL INSPECT THE WELDING AND HIGH STRENGTH BOLTING OF STRUCTURAL STEEL FRAMING AND WEL0NG, BOLTING AND FASTENING OF LIGHTWEIGHT MATERIAL. SYSTEMS AND METAL SIDINGS OF BUILDINGS WITH AREAS EXCEEDING 1800 S0 FT. 6. ALL RBNF, STEEL TO BE WELDED SHALL CONFORM TO A3.T,M. A 706 AND MEET AWS 01.4-79 AND INCLUDE RECOMMENDED CARBON EQUIVALENT (C.E] TO BE LIMITED TO 0,45% FOR #7 OR LARGER BARS AND 0,55% FOR #b AND SMALLER BARS. WOOD 1,WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED MTH 30 # FELT . OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE NORMAL UNLESS NOTED OTHERWISE. 2. TRUSS MANUFACTURER TO SUBMIT 4 SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL INDICATING ALL REACTIONS AND RECOMMENDED TRUSS ANCHORING SYSTEMS TO THE SUPPORTING STRUCTURE. 3. COORDINATE TRUSS LAYOUT WTH ARCHITECTURAL DRAWNGS, IF CONFLICT IS FOUND NOTIFY ARCHITECT. 4. BEAMS, AND GIRDERS SHALL BE SECURED WITH APPROVED METAL TIES, CLIPS AND ANCHORS TO BOND BEAMS OR BEARING WALLS. 5. ALL METAL CONNECTORS USED /N LOCATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED, 6. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MEMBER BEING NAILED THERE TO. 7, THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY CONNECTION. 8. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN / CONSTRUCTION GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING 9. PLYWOOD ROOF DECKING SHALL BE 19/32"MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS 1& CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE MTH lOd GALVANIZED NAILS, SPACED AT 6"o.c. MAX. Al EDGES AND AT B^o.c. ALONG INTERMEDIATE i SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 10d NAILS © 4"o.c. MAX. 11, INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY TUE MUNICIPALITY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. 12. REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS. ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 # 5 FILLED CELL (U.N.O.) DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. IT IS YOUR RESPONSIBILITY TO NOTIFY TUE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS | . MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY DRAWINGS SENT TO OUR OFFICE. 13. ALL TRUSS 10 IRUSS CONNECIIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT ATAMIN. ALL CONNECTIONS SHALL UECAPABLE OF ! WITHSTANDING A UPLIFT LOAD OF 750 LB. 114. TRUSS BRACING NOTES: CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 8'-0^uc AT GABLE ENDS OF BUILDING (AS INDICATED ON PLANS). 1"x4" |8OTTOM CHORD LATERAL BRACING SHOULD BE. LOCATED AT NO MORE THAN O'-O^n.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM /CH8RD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS (AS INDICATED ON PLANS). CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 1"x4" GRADE MARKED LUMBER, NAILED MTH A MIN. TWO 16d NAILS, IN ACCORDANCE WITH NDS CR|TER|A, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 15. MEMBERS M01S11.JRE CONTENT SHALL BE 19% OR LESS. 16. ALL BOTS AND PENETRATIONS THROUGH THE TOP PLATES OF ALL LOAD BEARING AND NON -LOAD BEARING PARTITIONS ARE TO BE RRE8LOCKED. 17 FOR TRUSSES HAVING AN OVRERALLLE:NGTH OE THE BOTTOM CHORD IN EXCESS OF 35FEET OR 6 FEET OVERALL HEIGHT ERECTION SHALL BE SUPERVISED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR. A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS AS PART 0F THE PERMIT DOCUMENT, REINFORCED MASONRY 1. ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT " DUR-O-WALLLADDER TYPE SPACED 16" ON CENTER MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO �S.[M. C -SO MTH COMPRESSIVE STRENGTH OF 1900 P.S.I. ON THE NEI CROSS-SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND. 2. ANCHORS IN MASONRY INFILL PANELS AS REQUIRED. 3. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ONE GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION. 4. GROUT USED IN THE WORK SHALL CONFORM TO ASTM C476 WITH A SLUMP MIX OF 8" TO 11", PRUDE CLEAN OUT AND INSPECTION HOLES AT FILLED CELLS Al BOTTOM COURSE. 5. POUR GROUT IN LIFTS NOT TO EXCEED 4 FT, 6. GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. GROUT SLUMP REQUIRED 8" TO 11" PROVIDE CLEAN OUT HOLES AT TOP, MIDDLE . 7. PROVIDE 8" X 8" PRECAST CONCRETE LINTELS OVER ALL DOORS AND WNDOW 0PEN|NG5, UNLESS OTHERWISE NOTED ON THE PLAN. 8. HOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2" BELOW TOP OF SLAB AND 3" BELOW TOP OF BOND BEAM. 9. BOND BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PROVIDED BY LAPPING SPLICES NOT LESS THAN JU^ CONTINUITY SHALL BE PR0\1DED AT ALL CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30^ OR BY ADDING 2#5 BENT 30" EACH LEG. 10. A FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. 11. MASONRY BLOCK SUPPLIER SHALL PROVIDE CERTIFICATION THAT BLOCK SUPPLIED MEETS DESIGN REQUIREMENTS. CONTRACTORS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN TH[ F|BLD, SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY ARCHITECT. WORK CANNOT PROCEED UNTIL APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS ARCHITECT GIVES HIS/HERS WRITTEN AUTHORIZATION TO DO S0. 2. CONTRACTOR SHALL SUBMIT 1 BLUELINE AND 1 REPRODUCIBLE SET OF SHOP DRAWINGS TO THE ARCHITECT FOR CONTRACTOR SHALL TO LOCATE ALL BU5TING UTILITIES PRIOR TO EXCAVATION, AND REROUTE THE UTILITY LINES TO ACCOMMODATE NEW 4. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL., MECHANICAL, ELECTRICAL, AND PLUMBING DRAWNGS. EXISTING STRUCTURE: CONTRA,CTOR SHALL REVIEW THE ORIGINAL CONSTRUCTION DRAWINGS OF 1110 EXISIING BUILDINC PRIOR 10 BIDDING AND DURING CONSTRUCTION TO VERIFY THE EXISTING MEMBERS AFFECTED BY THE NEW CONSTRUCTION. 6. THE USE OF SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN, THE ENGINEER WILL NO BE RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTION. 7IN CASE OF DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL PLANS, THE ARCHITECTURAL. PLANS SHALL GOVERN UNLESS STRENGTH IS AFFECTED, O. ALL SPECIFIED MATER/ALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETT[R, WITH THE APPROVAL OF ENGINEER OF RECORD, O. CONTRACTOR SHALL VERIFY THAT STRUCTURE IS CONSTRUCTED WITHIN THE CONFINES 0F BUILDING. PAD OVERALL LINTEL TYPE LENGTH 2'-8" TO 3'-6" 3'-7" TO 4'-O^ 4'-1^ TO 4'-8^ 4'-7^ T0_5'-4" 5'-5" TO 5'-1O^ 5'-11^ TO 6'-6^ 6'-7" TO 7'-6" 7'-7" TO 9'-4^ -�r-� y-5. TO 10.-6" 10'-7" TO 11'-4^ 11'-5^ TO 12'-O^ 112'-1" TO 13'-4" 113'-5^ TO 14'-0^ 114'-1^ TO 14'-8^ PRESTRESSED 14-9^ FO 15'-4" PRESTRESSED 8' PRECASTU-[] LS SAFE UPLIFT LOADS LATERAL OF LINTEL 8F8 --1T 8F12 --1T 8F16 -1T PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST OVERALL LINTEL LENGTH 2'-8^ 3'-7^ 4'-1^ 4/-7^ 5'-5^ . 5-11. | 6'-7" 7'-7^ Q'-5^ 110'-7" 111'-5" /72'-1^ 14'-1" 14'-S^ 15'-5" TO 3'-O^ TO 4'-D^ TO 4'-6" TO 5'-4^ TO 5`-1O^ TO 5.-S. TO 7'-G^ TO Q'-4^ TO 10'-6^ TO 11'-4" TO 12'-O^ TO 13'-4" TO 14'-0^ TO 14'-O^ TO 15'-4^ TO 17'-4" � 0 3 8F20 -1T 8F24 --1T 8F28 -1T 81132-1T 8U8 8F8 IRCIvIU 15O92524 4569 � 59f-- 6513 7636 1025,1024 �oo 13O3 2192 3079 3066 4853 5740 6627 765 763 1365 120712O7 1940 2724 3508 4292 5077 5861 oyo5�To5f 1O16 1632 2290 2949 3607 4265 4924 .�T*11 734 | 909 1492 2093 2694 3295 3897 4498 340 339 607 835 1340 1880 2419 2g69�'-- 3488 4038 507 721 �[3- 727 1021 1634 2102 2571 3030 3508 *24 534 -7337-- 591680---'--11j3---'-'14�----1811--� 2152 2494 326 512 227 53O 552 914 1185 1458 1732 2007 284 401 178 \ / 474 485 798 1034 1272 1510 1749 260 *52 152 470 441 723 936 ---1151 -----1�6 1582 244 ��T35- 418 373 806 783 962- 1141 1321 217 324 1.04- - � 304 346 559 723 887 1052 1218 205 293 -9-8 -- 239 323 519 671 823 976 1129 NR 284 89 224 302 485 626 767 909 1052 NR 259 ---6-f -----1 �� 187 255 404 520 637 754 872 NR 1--�5-j 2524 �� 8' PRECAST U -LINTELS SAFE GRAVITY LOADS (LBS/FT) TYPE OF UNTEL PRECAST PRECAST PRECAST PRECAST PRECAST -PRECA3T PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRESTRESSED PRESTRESSED PRESTRESSED 8U8 8F8 -1B 8F12 -1B 8F16 -1B 8F20-18 8F24 -1B 8F28-18 8F32 -1B 4605 6113 7547 8974 4605 6113 7547 8974 4375 6113 7547 8672 3090 5365 7547 7342 8733 10127 2622 4360 7168 6030 7181 8328 2177 3480 5381 8360 10394 8825 1729 2661 3898 5681 8647 6472 1245 1843 2564 3486 4705 --6390 1052 1533 2093 2781 3643 4754 945 1366 1846 2423 3127 4006 873 1254 1684 2193 2805 3552 755 1075 1428 1830 2316 2883 706 1002 1326 1697 2127 2630 783 1370 1902 2245 2517 2712 710 1250 1733 2058 2320 2513 548 950 1326 1609 1849 2047 2231 1966 1599 1217 1062 908 743 554 475 362 582 3069 2693 2189 1663 14-5T 1238 1011 752 643 337 540 296 279 NR NR NR GROUT 471 442 458 412 300 10384 11809 10394 11809 10294 11809 ==- #5 REBAR AT BOTTOM OF LINTEL _ BOTTOM REINFORCING PROVIDED IN 75/6"ACTUAL -` MINIMUMNOMINAL WD LI L .E~ 1 15 BOTTOM PRODUCT CONTROL \ NICE OF ACCEPTANCE CAST -CRETE CO EXPIRATION DATE: 05_21_7016 -F = FILLED MTH GROUT / U = UNFILLED r-OUANTITY OF REBAR AT BOTTOM OFLINTEL CAVITY 8F8 -1B ' f -- NOMINAL HEIGHT NOMINAL WIDTH DESIGNATION TYPE .D0RA7lON. NOA NO.: 12.0209.13. eP 9 GAUGE DU+O-WAuHOmZOwTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 8"`8"x16" CONCRETE ------ MASONRY UNITS TYPICAL DUR-O-WALL DETAIL SCALE: N.T.S. 8"x8"x16" CONCRETE MASONRY UNITS -9 GAUGE DUR-0-WALL ' HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR-O-WALL • CORNER DEAL 8. � WINDOW SILL DETAIL W1NDOW OPENING -- POURED IN PLACE CONCRETE SILL W/(1)#5 CONT. SCALE: N. T.S. � SCALE: N.T.S WATERCREST � El LE-) "` BY STANDARD LC) � C\Th OM 3" J^ X 3" CLEAR UNOBSTRUCTED OPENING . SEE PLAN FOR BAR SIZE AND SPACING OFu_ � | � J ° ~ - � n^ 3000 PSI GROUT RIM CELL PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER RLL ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN HOOK R�NF BAR 12" AT /m' AND BOTTOM "mA� 8" 8" 16" CONCRETE MASONRY UNITS xx�69 W/ TYPE "M" MORTAR D• ATE: 04 TYP. -4" REINFORCED CONCRETE SLAB \MTh 6X6 -1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. -VAPOR BARRIER D• RAWN BY: / CHECKED BY: SCALE SHEET 1/4"~1'-D^ 7DF7SHEETS � ' -- -- SCALE: N.T.S. 401' -VENETIAN -A � � PROCESS #: 30"x30" #5 CORNER BAR @ OUTSIDE FACE (2 REQUIRED). t --REINFORCEMENT OF CONCRETE BEAM. PLAN VIEW CONRETE BEAM CORNER REINFORCEMENT SCALE: 3/4"=1' 2x4 #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) 1x4 CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 8'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) TYPICAL X --BRACE DETAIL 15/32" PLYWOOD --- ZZ .722 ,,,,,,,.,,,,,,%e1rG.uuc Feu TYPICAL WOOD PLAN VIEW - 2x8 2x8 - 2x8 2x8 NOTE: - CONNECT PLY'S w/ 2 -ROWS OF 16d @ 6"o.c. EA. SIDE. - REFER TO HEADER / EXTERIOR WALL FRAMING DETAIL FOR STRAPPING. - FASTEN STUDS TO TOP PLATE AND SILL PLATE w/ SIMPSON SP8 STRAP w/(6)10d NAILS AT EACH STUD. ALL LUMBER SHALL BE #2 SOUTHERN YELLOW PINE FASTEN HEADER TO EACH STUD -(2) 2x8 TOP PLATE' w/(1) HRS12 STRAP w/(14) --10d NAILS. (4) 2x8 (MIN.) WOOD HEADER WINDOW OPENING (1) 2x8 STUD @ 16" o.c, (TYP) - 2x8 BLOCKING @ MID HEIGHT ATTACHED TO STUDS w/2 -16d NAILS EACH END.(TYP) / (1)SIMPSON LSTA36 ROLLED { STRAP, WRAPPED AROUND TRIPLE STUDS w/ (22) 10d NAILS. STRAP OCCURS AT TOP, BOTTOM AND AT MID HEIGHT OF STUDS. -.._ SIMPSON H6 STRAPS TWISTSTRAP, (1) EACH CORNER, w/(16) 8d NAILS EACH, PRE -ENG. WALL GIRDER TYPICAL HEADER/EXTERIOR WALL FRAMING DETAIL SP8 STRAP w/(6) -10d NAILS AT EACH STUD TOP AND BOTTOM. -(1) SIMPSON H6 STRAP TWIST STRAP w/(16) 8d 1 NAILS AT EACH STUD. SCALE: N.T.S. CONCRETE BEAM TOP REINFORCEMENT w/STANDARD HOOK, 1 N—EXTEND BOTTOM REINFORCEMENT OF CONCRETE BEAM 6" MIN. -FILLED CELL REINFORCEMENT. CONCRETE BEAM AT BEARING SUPPORT SCAI.-E: 3/4"=l'- 2_4"o -c. (OVERLAP @ SPL.ICES) (2) 16d NAILS EACH MEMBER 1x4 CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 8'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT Ent..00ATION) f_ PLAN V,EW TYPICAL LATERAL BRACE SPLICE 12 lSEE ARCH PLANS -PRE--ENGINEERED WOOD TRUSS / /— APPROVED STRAP AS REQUIRED PER APPROVED TRUSS DRAWINGS AND IN COORDINATION WITH TABLE ON ROOF Z‹ ---,;---LFRAMING PLAN, 2-2X8 TOP PLATE (1) SIMPSON SP8 STRAP TOP AND KT. - w/(6) -10d NAILS (.3 EA SIDE) AT EACH STUD. 2X8 (S.Y.P. #2) STUDS @ 16"o.c.- 2X8 WOOD WALL (1) SIMPSON SP8 STRAP TOP AND BOT. w/(6) -10d NAILS (3 EA SIDE) AT EACH STUD. (1) 2x8 BOTTOM PLATE ATTACHED TO BOND BEAM WITH 543" DIA. EXP, BOLTS w/ WASHERS @ 16" o.c. r"—P.-7-1-'7-7=7 t' AB EN ';•OD TRUSSES 0 RUM TO 1/S4 FCR CCNN. DETAILS - TOP OF WALL ELEV= 20'-4 APA RATED SHEATHING 40/20 19/32" EXPOSURE 1 SHALL BE FASTENED ON EXT, WALL w/ 10d COMMON NAILS @ 6"o.c. @ EDGES / HELD AND @ 4"o.c. AROUND PERIMETER. 2X4 CONT NAILER w/ 10d NAILS @ 8" O.0 TO WALL AND ATTACH SHEATHING TO CONT. W/ 10d @ 6" 0.0 TOP OF FLOOR TRUSS ELEV.=11'-0" 1-- 0 LU _.a U z O 0 CN — 2x4 LEDGER TO MATCH TRUSS BOTTOM CHORD w/ 3/16" DIA. x 4 LONG. TAPCONS @ 12"o.c. TYPICAL FRAME WALL DETAIL AT CMU WALL 1--#5 w/STD ACI HOOK (TYP.)-Th BOND BEAM: - REFER TO BOND BEAM SCHEDULE. CMU CMU BOND BEAM CHANGE IN ELEVATION 2x4 x 24" LONG w/16d NAILS @ 16" o.c. CONNECT EACH BRACE w/(2)16d NAILS TO 2.x4. 1x4 DIAGONAL BRACING-----�_ TRUSS 2M GIRDER BOND BEAM: REFER TO BOND BEAM SCHEDULE. 1--#5 IN 3000 PSI GROUT FILLED CELL. SCALE: 3/4"- (2) •- 10d NAILS (TYP) /TRUSS \---1x4 LATERAL BRACING "RAT RUN" PLAN VIEW TYPICAL DIAGONAL LATERAL BRACING DETAIL REFER TO 13/S6 FOR CONNECTION DETAILS APA RATED SHEATHING 40/20 19/32" EXPOSURE 1 SHALL BE FASTENED ON EXT. WALL w/ 10d COMMON NAILS @ 6"o,c. @ EDGES / FIELD AND @ 4"o.c, AROUND PERIMETER, ALL. LUMBER SHALL BE #2 SOUTHERN YELLLOW PINE SCAI 10d NAILS AT 4" o.c. (TYP.) --PROVIDE MIN (5)2x8 STUDS AT EACH CORNER AS SHOWN TYPICAL EXTERIOR WD. FRAMING CORNER 2X8 (S.Y.P. #2) STUDS @ 16"o.c. --�„ (1) SIMPSON SP8 STRAP TOP AND BOT. \ w/(6) -10d NAILS (3 EA SIDE) AT EACH STUD. (1) SIMPSON H6 STRAP (FL 10456) -, N w/(16) --8d NAILS PER STRAP AT EACH STUD. (1) 2x8 STUD @ 16" o.c. (TYP) 3/4"= HORIZONTAL REINFORCEMENT OF BOND BEAM PLAN VIEW PROVIDE ONE CORNER REINFORCING BAR AT BOND BEAM, 48 BAR DIAMETERS EACH WAY. BOND BEAM CORNER REINFORCEMENT SCALE: N.T.S. APA RATED SHEATHING 40/20 19/32" EXPOSURE -� 1 SHALL BE FASTENED ON EXT. WALL w/ 10d COMMON NAILS @ 6"o.c. © EDGES / FIELD AND @ 4"o.c. AROUND PERIMETER. 2X8 (S.Y.P. #2) STUDS © 16' o.c. (1) SIMPSON H6 STRAP (FL 10456) w/(16) --8d NAILS PER STRAP. PLAN VIEW SCALE: N.T.S. 19/32" CDX PLYWOOD SHEATHING SHALL BE FASTENED ON EXT. WALL w/ 10d NAILS @ 6"o,c. @ EDGES / FIELD AND @ 4"o.c. AROUND ALL LUMBER SHALL BE #2 SOUTHERN YELLLOW PINE FRAME WALL CORNER DETAIL PROVIDE MIN. (5)2x8 STUDS AT EACH CORNER AS SHOWN -(1)SIMPSON LSTA36 ROLLED STRAP, WRAPPED AROUND CORNER STUDS w/ (22) 10d NAILS. STRAP OCCURS AT TOP, BOTTOM AND AT MID HEIGHT OF STUDS. (4) SIMPSON H6 STRAPS, (1) EACH AT CORNER OF CRIPPLE STUD, w/(16) 8d NAILS EACH. (1) 2x8 BOTTOM PLATE ATTACHED TO TOP CHORD OF GIRDER TRUSS WITH 16d x 3" NAILS @ 3" o.c. STAGGERED. - PROVIDE MIN. (3)2x8 STUDS AT EACH END OF WALL. /-----(1)SIMPSON LSTA36 ROLLED STRAP, WRAPPED AROUND CRIPPLE STUDS w/ (22) 10d NAILS. STRAP OCCURS AT TOP, BOTTOM AND AT MID HEIGHT OF STUDS. (2) SIMPSON LSTA36 ROLLED STRAP, WRAPPED AROUND CORNER STUDS w/ (14) 10d NAILS. - SIMPSON HD5B HOLDOWN w/(1)-5/8" DIA. EXPANSION BOLT TO WALL AND w/(2)-%" DIA. THRU BOLTS TO STUD. (1) 2x8 BOTTOM PLATE ATTACHED TO BOND BEAM WITH " DIA. EXP. BOLTS w/ WASHERS @ 16" o.c. WOOD WALL TO CMU WALL CONNECTION SCALE: N.T.S. TOP PLATE DETAIL 4-16D NAILS EACH LAP LAP SPLICE 0 0 IN DOUBLE FILL CELL CASES ONE BAR SHALL BE CONTINUOS OR HOOKED INTO BOND BEAM TOP COURSE, OTHER BAR 10 STAY BELOW LINTEL --SEE BOND BEAM SCHEDULE FOR SIZE REINFORCEMENT. BOND BEAM C,M.U. PRE CAST LINTEL C/2 TYPICAL SECTION WALL SCALE: N.T.S. 0 0 (3) 2x8 STUDS CONNECTED TO CMU WALL w/ 344" DIA. EXPANSION BOLTS @ 24" o.c. w/MIN. 5" EMBED WD WALL TO CMU CONNECTION SCALE: N.T.S. 1LTOP VIEW ,L SIDE VIEW -(2) 2x8 TOP PLATE -2X8 @ 16" 0/0 -(1) SIMPSON SP8 STRAP TOP AND BOT. w/(6)-lOd NAILS (3 EA SIDE) AT EACH STUD. 2x6 BLOCKING (4) 2x8 (MIN.) '0) HEADER WINDOW --OPENING TYPICAL BALLON FRAMING WINDOW OPENING SCALE: N.T.S. (1)SIMPSON LSTA36 ROLLED STRAP, WRAPPED AROUND TRIPLE STUDS w/ (22) 10d NAILS ----(1) SIMPSON SP8 STRAP 10F AND BOT, w/(6) -10d NAILS (3 EA SIDE) AT EACH STUD. SCALE: LLS. REVISIONS: (J C-4 4 Li) Czj rj F _a () �r) G) rc� �.a a (7) cC ria rq c2r; E-1 C0 LSA 0-) CI; <44 C.1) Cy) 0i ry CV r, L.r) 4.1 c‘j 0 1 o, 0 0 :r 0 0 n DATE: DRAWN BY: CHECKED BY: SCALE: SHEET 11-4-2013 V.H. C.N. 1/4"-1'-0" 1 S-6 6 OF 7 SHEETS 4017 -VENETIAN -AI LOT: 3501 PROCESS #: J co co TOP OF FLOOR TRUSS n` nPELE�=11'-D^ Fr_ � / ----- NOTE: PROVIDE 30 LB FELT PAPER AT ALL CONTACT POINTS BET0E[N WOOD AND MASONRY AND TO METAL (TYP) PERIMETER NAILING w/(1) ROW OF 18d X3" NAILS © 4o.c. (TYR) '^ SIMPSON ANCHOR ..'-..~ w/(6) -10d '`^~. 1Y2" NAILS TO BLOCKING AND EMBED IN WALL. STRAP MAY BE PLACED ON SID[ OR TOP OF BLOCKING -'�--- 2x6 CONT w/ Y4"0 x 4" LONG TAPCONS 8" o.c. (TYP) 2x6 STRONGBACKS (SEE PLANS) w/(2) -10d NAILS EA. TRUSS EACH END. MIN. 48" BACK.(FLAT) --1Od X3" NAILS h'o,c # PLYWOOD SEAMS INTERIOR SUPPORTS (TYP.) - PREFAB ENG. WOOD TRUSSES 24"o.c. --- 2x4 NAILER, VERTICALLY © EACH LATERAL BRACING DCCURANCE. FASTENED w/ (3) Y4"0. x4^LG. TAPCONSo.c `----- ' CONT. 2"x4" NAILER */Y4"0 x 4" LONG HILTI WOODCONNECTION(PARALLELTO FLOOR WALL) � ----VERIFY DIMENSION WITH TRUSS MANUFACTURER 2" 2" END MEW ® STEEL BUCKET DETAIL 19/2" CDX EXPOSURE 1 - EXTERIOR PLYWD. SHEATH'G 2x4 BLOCKING 024^uc.*/(3)- 1Od TOENAIL E.A. SIDE TO TRUSS ) 1 5" Cr) SCALE: 3 /%2" CDX EXPOSURE 1 EXTERIOR PLYWD.3HEATH'G | -�—\�---' SIDE .VIEW SEE 1/S5.- -AT /55 - -AT TERRACE PROVIDE CDX- PLYWOOD @ TRUSS BOTTOM CHORD. CONNECT w/8d NAILS © 4" o.c. ANCHOR BLOCKING w/(1) SIMPSON -- A23 (FL A 10448) ANCHOR FASTENED w/(4)-1Od NAILS TO BLOCKING AND SECTION AT TERRACE CEILING ANCHOR OUTLOOKER TO TRUSS —\ w/ONE SIMPSON A23 (FL 10446) ANCHOR FASTENED EA SIDE W/4 -10d NAILS 2x4 BLOCKING w/ -- 2-10d TOE NAILS EA END - NAIL SHEATHING �J^ o.c TO BLOCKING LAID VERTICAL (TYP.) 24" 4"= SCALE: �/�"- ~/ . _ -PROVIDE (1) 2x6 BLOCKING BETWEEN TRUSSES. FASTEN BLOCKING w/(2) 10d TOE NAIL EACH END. TOP OF FLOOR / "/ /\1 ` 3M. WOOD GIRDER TRUSS - 1/4" STEEL ASSEMBLY - mY2> 5/8"v x 6" LG, "J" BOLTS OR HEADED STUDS AND (2) 5i"m THRU BOLTS. GIRDER TRUSS TO WALL CONNECTION TOP OF FLOOR l-- CONCRETE BEAM REFER TO SCHEDULE FOR SIZE AND REINF. SCALE: 3/4"= ~~ �^. SLE CONNECTOR #2 ON ANCHOR LEGEND 2" WAX -71/1 .� | ^/ 2^4 X-- BRACE x/- 2-16d NA/LS AT 4 EACH TRUSS CONNECTION. 1x4 CONT. LATERAL. BRACE -- */ 2-16d NAILS AT EACH TRUSS CONNECTION. NOTE: PROVIDE 2 -FILLED CELLS 1-#5 EACH CELL RIDGE V � 2x4 NAILER w/ 346^ -- 0|A x 4" LONG TAPCONS 12"o,c, 2x4 LEDGER TO MATCH TRUSS BOTTOM CHORD w/ 3/16^ DIA. x 4 LONG. TAPCONS 12'oc. TYPICAL RAKE BEAM DETAIL * BOND BEAM --FASCIA BOARD -2x6 OUTLOOKERS � 1O'uc. 2x6 BLOCKING BOND BEAM, SEE PLAN FOR SIZE AND RBNF. SCALE: 3 4"= ----VERIFY DIMENSION WITH ' TRUSS MANUFACTURER 7^ =co STEEL BUCKET DETAIL $TOP OF FLOOR VERIFY WITH TRUSS _\ MANUFACTURER \ . 3. /�� ----- @ SCALE: �/4"=1'-0" .~'`��. �/ . . - N") r u/ SCAL __ ['RUDE (1) 2,6 BLOCKING BETWEEN TRUSSES. FASTEN BLOCKING w/(2) lOd TOE NAIL EACH END, SECTION AT BEARING WALL ANCHOR OUTLOOKER TO TRUSS -- x/ONE SIMPSON A23 (FL 10440\ ANCHOR FASTENED EA SIDE WA -10d NAILS 2x4 BLOCKING w/ 2-10d TOE NAILS EA END - NAIL SHEATHING © 3" o.c. TO BLOCKING LAID VERTICAL (TYP.) -PREFAB ENG. WOOD TRUSSES © 24"o.c. CD - " / T/ �' 1' -0" _. ~/_ _ -NSIMPSON ANCHOR META2O x1Y: NAILS I0 TO TRUSS AND EMBED IN WALL. 24" MAX. � 2x4 X -BRACE w/ 2-16d NAILS AT -) : EACH TRUSS CONNECTION. 1x4 CONT. LATERAL BRACE w/ 2-16d NAILS AT EACH TRUSS CONNECTION. ALL LUMBER SHALL BE#2 SOUTHERN YELLLOW PINE 2x4 NAILER w/ 10d NAILS © 4" o.c., 2x4 LEDGER TO MATCH TRUSS BOTTOM CHORD w/ 10d NAILS 4" o.c.. TYPICAL RAKE BEAM DETAIL * WOOD WALL SCALE: �/»"-1'-0" ~~.`._. ~/� _ . \ BOARD -2x6OUTL0OKER3 � 16"o.c, 2x6 BLOCKING (2)-2X8 TOP PLATE (1) SP8 STRAP TOP AND BOT. */(6)-10d NAILS (3 EA S|DE) AT EACH STUD. (1) SIMPSON H6 STRAP (FL 10456) w/(16) -8d NAILS PER STRAP. (3) 2X8 WOOD POST © RIDGE APA RATED SHEATHING 40/20 19/32~ EXPOSURE 1 SHALL BE FASTENED ON EXT. WALL w/ 10d COMMON NAILS 6"o.c. © EDGES / FIELD AND © 4"o.c. AROUND PERIMETER. SCALE: 3/4"=]'-0" STEEL re 40 NOTES 1. A. x 6" LENGTH, 43/4" EMBED. DEPTH MIN., EXPANSION BOLTS HILTI BOLT 3 (CARBON STEEL). OR SIMILAR STUD TYP EXPANSION ANCHOR WITH ALLOWABLE LOADS IN GROUT FILLED CONCRETE MASONRY UNITS: TENSION= 1620 LBS, SHEAR = 3110 LBS AND IN CONCRETE: TENSION= 4130 LBS, SHEAR = 5120 LBS 2. (2) 3/4" DIA. THRU BOLTS TO BE ASTM A307 3, ALL 1/4" STEEL PLATES TO BE ASTM AJO. • ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. • 1/4" FILLET WELD FOR ALL PLATE CONNECTIONS 0/ITH [70XX SERIES ROD PER AWS D.1.1 • ALL BOLT HOLES TO BE 1/16" LARGER THAN THE BOLT DIAMETER. • SEPARATE WOOD TRUSS w/30# FELT • USE PLYWOOD FILLERS WHEN REQUIRED 1/4" STELL PLATE E CAP PLATE DETAIL T� OF FLOOR n�E�M=11'-0" / 8o-1 VERIFY DIMENSIONS \MTH TRUSS MANUFACTURER -3/4" thk. BASE PLATE -CONCFILLED STEEL COLUMN SCALE: T/4" '1'- ~. ��. ~/ _ -2x4 BLOCKING (0 24" c.c. TOENAIL EA. SIDE TO TRUSS \--- ANCHOR BLOCKING w/(1) SIMPSON 423 10445) ANCHOR FASTENED */(4)-10d NAILS TO BLOCKING AND SECTION - WALL BELOW -MSS 40, -2 SCALE: �/»"-1`- ~~'`��. ./ � _ ��RK DESCRIPTION 1 ANGLE 3" x 3" x 1/4" 0V EXTENDED LEG (Fy=JGKSI) SEE DWG, STEEL PLATE : 2 FOR TWO PLY TRUSS : 9-3/4" x 5" x Fy= 36 KSI. FOR THREE PLY TRUSS :11-1/4" x 5" x 3/8" Fy= 36 KSI, 3 ONE(1), 5/8" DIAM. THRU BOLT, 3/4" DIAM. x O. LENGTH HILTIKWIK BOLT 3 4.Y4'' EMBED. DEPTH MIN. OR SIMILAR STUD TYPE EXPANSION ANCHOR MTH ` ALLOWABLE LOADS IN GROUT FILLED MASONRY: TENSION= 1710 LBS, SHEAR= 3305 LBS. 5 PREFABRICATED TWO OR THREE PLY TRUSS 6 19/32" CDX PLYWOOD APA RATED SHEATINC. VERIFY DIMENSION WITH TRUSS MANUFACTURER 2" 2^ -r��^--+ .? /c' 74 24" CONC. FILLED STRIP TEEL BUCKET DETAIL }/4" THICK STEE PLATE ° SCALE: 4.1-0P OF FLOOR 0 Y4'' THICK BASE- PLATE (2) 5/8"0 x 6" LG. "J" BOLTS. S -E CAP PLATE DETAIL STEEL NOTED 1. ALL 3/4" DIA. x 6" LENGVH, 43/4^ EMBED. DEPTH MIN., EXPANSION BOLTS HILTI BOLT 3 (CARBON OR SIMILAR STUD TYP EXPANSION ANCHOR \MTH ALLOWABLE LOADS IN GROUT FILLED CONCRETE MASONRY UNITS: TENSION= 1620 LBS, SHEAR = 3110 LBS AND IN CONCRETE: TENSION= 4130 LBS, SHEAR = 5120 LBS 2. (2) 3/4" DIA, THRU BOLTS TO BE ASTM A307 J. ALL 1/4" STEEL PLATES TO BE ASTM A36. • ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. • 1/4" FILLET WELD FOR ALL PLATE CONNECTIONS WITH E70XX SERIES ROD PER AWS D11 • ALL BOLT HOLES TO BE THAN THE BOLT DIAMETER. "SEPARATE WOOD TRUSS w/30# FELT • USE PLYWOOD FILLERS WHEN REQUIRED STEEL CAP PLATES NOTES: ALL 0 THRU BOLTO BE ASTM A307, ALL 1/4" STEEL PLATES TO BE ASTM A36. U.O.N. ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. 1/4" FILLET WELD FOR ALL PLATE CONNECTIONS. ALL BOLT HOLES TO BE //8^0 FOR 3/4"0 BOLTS. VERIFY DIMENSIONS MTH TRUSS MANUFACTURER � WOOD GIRDER TRUSS 1/4" STEEL ASSEMBLY w/(2)-/ 54'0 x 6" LG. "J" BOLTS OR HEADED STUDS AND (2) W3",0 THRU BOLTS. 8"x8"xTRUSSHIGH P0CKB- 2X4 CONT NAILER w/ 10d NAILS 8" 0.0 -- D] WALL AND ATTACH SHEATHING TO CONT. W/ 1Od (0 6" D.0 EXTERIOR PLYWlSHEATH'G PRE-ENGINEERED WOOD ROOF TRUSS 0 24" nz. MAX. SEE CONNECTOR #20NANCHOR LEGEND - MASONRY WALL 2X8 WOOD WALL (1) SIMPSON H6 STRAP (EL 10456) w/(16) -8d NAILS PER STRAP. (1) SIMPSON SP8 STRAP TOP AND BOT. w/(6) -10d NAILS (3 EA SIDE) AT FACH STUD. 2X4 WOOD NAILER m10 d NAILS AT4'uc. ",� �. REVISIONS: 0 | SCALE: �/»^-1'-�» ~/� _ ~ - -- -. � SECTION AT LOW ROOF VARIES (REFER TO ROOF PLAN 5" 12 o TOP OF FLOOR « �� /y2l PREFAB ENG. WOOD TRUSSES © 24"o.c. -2X6 WOOD FILLER w/10 d NAILS AT 4" o.c. STAGGERED. VERIFY DIMENSIONS NTH TRUSS MANUFACTURER SPECIAL BRACKET DETAIL ° ° TRUSS-- ,~ 0 3/6" PLATE " (TYP.) TOP OF BOND BEAM. TWO PLY TRUSS SCALE: 3/4"= • pj r� _ Erl El 6; w m p� � � SCALE: \.T.�. DRAWN BY: CHECKED BY: SCALE: SkEET 1/4"~1' S 5 5 OF 7 SHEETS 407-VENEOAW-J LOT: PROCESS #: TOP OF BOND BEAM ELEV= 20'-4" ATTACH 2 x 6 FASCIA TO WOOD TRUSSES W/ 2-16d NAILS © EA. TRUSS. SEE ARCH PLANS 12 2 x 6 SOFFIT - \--APPROVED STRAP AS REQUIRED PER APPROVED TRUSS DRAWINGS AND IN COORDINATION WITH TABLE ON FRAMING PLAN. RB -21 BOND BEAM SEE PLAN FOR SIZE AND REINFORCEMENT. PROVIDE (2)#5x60" CORNER BARS 30" EACH WAY © ALL CORNERS. 1 # 5 W/STD HOOK IN 3000 PSI CONCRETE FILLED CELL © 48" OR AS SHOWN ON ROOF PLAN BB 1 TOP OF FLOOR TRUSS ELEV.-11'-0" H 11410 FRONT VIEW R+ :: AUL // SCALE :N.T.S. 8"x8"x16" CONCRETE MASONRY -- UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE _ E SHADED HOLES FOR I TAPCONS LOCATION PROVIDE (1) 2x6 BLOCKING BETWEEN TRUSSES. FASTEN BLOCKING w/(3) 3/16" DIAM. TAPCONS X 5" LG. TO CMU AND (2) 10d NAILS TOE NAIL EACH END. (1) SIMPSON ANCHOR META20 w/(6) -10d x lh" NAILS TO BLOCKING AND EMBED IN WALL. STRAP MAY BE PLACED ON SIDE OR TOP OF BLOCKING ---34" PLYWOOD DIAPHRAGM W/10d RINGSHANK NAILS © 6"o.c. INT. SUPPORTS AND 4"o.c AT PANEL EDGES, EDGE BLOCKING 2" NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFG-01 (TYP.) 1== U) w _J ._J L 0U Z O.C. # 5 STARTER BAR. ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS 1/2" RECESS AROUND PERIMETER -- REFER TO ARCH - DRAWINGS --. HU410 w/(8) )/4"0 TAPCONS (3Y" EMBED.) TO WALL AND (10)10d x 1Y" NAILS TO JOIST. (1) 2"x4" BLOCKING 2.4"o.c. w/(2)10d NAILS TOE NAILS EACH END, END WALLS ONLY. 6 LU O c) C.) 1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12" AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON FOUNDATION PLAN, PROVIDE TRANSFER BARS WHERE REQUIRED ON FOUNDATION PLAN "REFER TO SCHEDUL TYPICAL TWO STORY WALL SECTION Qa CD CY yl �m WHICH EVER IS GREATER 48 BAR DIA. OR 3'-0" -4" REINFORCED CONCRETE SLAB WITH 6X6 -1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. TOP OF SLAB - ELEV. = +0' 1 i" CLEAR (TYP.) " CLEAR (TYP.) L. -VAPOR BARRIER. SCALE: 3/4"=1' TYPICAL FOUNDATION CORNER DETAIL CONT. HORIZONTAL BARS. PROVIDE CORNER BARS AS SHOWN SAME SIZE AND QUANTITY AS HORIZ. BARS. 48 -BD -LAP J1 TYPICAL STEP DOWN • MONOLITHIC --4" CONCRETE SLAB MIN. 12" or Ti / TING # 5 REINFORCEMENT BAR CONT. SLOPE ICAL STEP DOWN • SLAB 8" MIN. F 2 2 VAPOR BARRIER SCALE: 3/4P9 --1'- SCALE: N.T.S SCALE: 8"x8"x16" CONCRETE ----- MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE # 5 STARTER BAR. ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS CONC. CURB w/(1)#5 CONT. -- REFER TO AR DRAWINGS H • --1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12" AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON FOUNDATION PLAN. 4" REINFORCED CONCRETE SLAB WITl-1------- 6X6-1.4x1,4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. !/-5" MIN. VARIES w/FLOOR SLOPE TOP OF SLAB EIVATN=VARIES 1 1/2" CLEAR (TYP.) 'bac Ir REFER TO SCHEDULE EX RIOR MONOLITHIC TING * GARAGE VAPOR BARRIER. ---MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) SECURE 10 GIRDER W/ (8) 16D NAILS USP PBES44 POST CAP, OR EQUAL - SECURE TO POST -� W/ (8) 160 NAILS /--SECURE TO POST W/ (8) 16D NAILS W D POST ANCHOR DETAL MASONRY WALL MASONRY COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND REINF. • • USP PA44 HOLD DOWN OR EQUAL - (1) " DIA. WEDGE ANCHOR 4" MIN. EMBED. -# 5 STARTER BAR, ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS SCALE: 3/4",, SCALE: N.T.S. ELEVATION (-)0'-4" • REFER TO SCHEDULE TING DETAIL ALL SPLICES SHALL BE A MIN, 48 BAR DIAMETERS - 1 # 5 REINFORCEMENT ----- BAR CONT. 4" CONCRETE SLAB. ISOLATED CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) SCALE: 3 /4"- HOWER RECESS DETAIL --MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) -- VAPOR BARRIER TOP OF SLAB ELEV. = +0'-0"1-1 SCALE: 3 "==1'--0 PRODUCT CONTROL APPROVED GARAGE DOOR SEE DOOR SCHEDULE 4" RECESS FOR PAVERS GARAGE DOOR • • TIN DETAIL 34" BASE PLATE w/(4) 34" 0 EXPANSION BOLTS (5" MIN. EMBED) 1Y" FILLED --- W/NON-SHRINK GROUT IELEV. _ -0'--0" r \ co • • FOOTING OUTLINE 6 6" 4" 4'T ;r -- 4" REINFORCED CONCRETE SLAB WITH 6X6 -1.4x1.4 WELDED WIRE MESH. --MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) 1/4" _-_CONCRETE FILLED 31/2"x 3) "x Y" STEEL COLUMN --SECOND POUR W/NON-SHRINK GROUT 4" PROJECTION & THREAD LENGTH 3" CLR STEEL COLUMN BASE PLATE SECTION • -- VARIES W/FLOOR SLOPE ELEV. 0'-0" , REFER TO SCHEDULE !MONOLITHIC •r TING AT MASONRY WALL DOOR CLIP CONNECTION SEE PRODUCT APPROVED METAL GARAGE 1 DOOR APPROVAL. RECESS SLAB MIN. 1" FOR GARAGE DOOR --2x6 BUCK SCALE: 3/4"=1 �...._ REFER TO FOOTING SCHEDULE FOR SIZE AND REINF. " CLEAR (TYP.) ._ MONOLITHIC CONCRETE FOOTING (REFER 10 FOOTING SCHEDULE) —2"x6" SOUTHERN PINE No.2 MEDIUM GRADE 19% M.C. ATTACHED TO WALL AS PER PRODUCT APPROVAL "' MAX. SPACING FROM \TOP AND BOTTOM JAMB DETAIL AT GARAGE SCALE: 3/4"- SCALE: 3/4" -1' -- SCALE: 3/4"=1'-0 FRAME SEE SCHEDULE AND ---- PRODUCT CONTROL APPROVAL FOR INSTALLATION METHOD RECESS 1/2" X 10" AT ENTRY DOOR PAVERS - 0 10" 0 --4" REINFORCED CONCRETE SLAB WITH 6X6 -1.4x1.4 WELDED WIRE MESH. 0 0 REFER TO SCI-4E©ULE ENTRY TING DETAIL 4" CONCRETE SLAB TOP OF SLAB 13" CLEAR - (TYP. ) VARIES w/FLOOR SLOPE VAPOR 1---3" CLEAR (TYP.) ...MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) VAPOR BARRIER. MONOLITHIC CONCRETE FOOTING -- (REFER TO FOOTING SCHEDULE) ISOLATED CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) ISOLATED - MONOLITHIC 0 TING DETAIL 0 TOP OF SLAB ELEV. = +0T -0"Y --1Y" CLEAR (TYP.) BARRIER. SCAT SCALE: 3/4":4 -- OPEN FOR A/C DUCT 2x6 LATERAL BRACING © 8'-O"o,c. - (STRONGBACK) w/ 2-10d NAILS EA. TRUSS TYPICAL CUT STRONGBACK FOR A/C DUCT j TYPICAL EXTERIOR • O (2)2x4 SIDE BY SIDE w/(3)16d NAILS TO EACH TRUSS (TYP.) SCALE: N.T.S CONTINUOUS 2" x 4" RIPPED DOWN W/ FELT PAPER WOOD BUCK w/1/4".' x 3" LONG TAPCONS Q 12" o.c. , MIN 1 1/4" EMBED. -- SECURE DOOR JAMB TO WOOD BUCK PER PRODUCT APPROVAL. - CONTINUOUS 1" x 4" P.T. FASTENED TO MASONRY W/.099 x 1 1/2" COIL NAILS © 8" o.c. R JAMB DETAIL -ATTACH WINDOW FRAMES THRU BUCK INTO MASONRY w/ TAPCONS AS PER PRODUCT APPROVAL, NOTE: MIN. 1 1/4" PENETRATION © ALL WD. TO MASONRY FASTENER CONNECTIONS - CONTINUOUS 1" x 4" P.T. WOOD BUCK FASTENED TO MASONRY W/.099 x 1 1/2" COIL NAILS © 8" o.c. ICAL WINDOW/SLIDING GLASS DOOR JAMB SCAL- SCALE: REVISIONS: ti -71-4 Cr f1" r7 ti E 0 E -H U0 -tk [ Lq n, 0 (.3 a CD 0 U) Cr, Cr) DRAWN BY: CHECKED BY: (SHEET S 4 4 OF 7 SHEETS (ROCESS 4017-VENET1AN A OT: 350 11-4 -2013 C.N. / ACTUAL-- UPLIFT CLUAL -UPLIFT ......_._. r REQUIRED--/ ANCHOR B/E = BOTH ENDS OF TRUSS G = GRAVITY LOAD TYP = TYPICAL ANCHOR LEGEND Q(2) SIMPSON ANCHOR META20 (FL 11473.18) w/(7) -10d x ii'" NAILS PER 1 STRAP. UPLIFT CAPACITY = 1985 LBS. (1) SIMPSON ANCHOR META20 (FL 11473.18) w/(7) -10d x 1)/2" NAILS, UPLIFT CAPACITY = 1450 l_BS. OSPECIAL BRACKET DETAIL SDL-2, SEE DETAIL ON SHEET S-5 UPLIFT CAPACI f Y = 4240 LBS. (1) SIMPSON HUS210 (FL 10655.91) w/(8) -Y4" DIA. TAPCONS (3" EMBED.) TO WALL AND w/(10) -16d x 1)/2" NAILS TO GIRDER TRUSS. UPLIFT CAPACITY = 2.600 LBS. OD(2) SIMPSON H6 STRAPS (FL 10456.16) w/(16) -8d NAILS PER STRAP. UPLIFT CAPACITY = 1900 LBS. ( 6) (1) SIMPSON H6 STRAP (FL 10456) w/(16) --8d NAiL.S PER STRAP. UPLIFT CAPACITY 950 LBS. BOND BEAM SCHEDULE BB --2 8"x16" w/ (1) #5 TOP CONT. BAR, BOND BEAM [8F16-181 8"x16" w/ (1) #5 TOP (1) #5 BOTTOM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8 INCHES INTO SUPPORT. 3. REINFORCEMENTS SHALL BE CONTINUOUS WITH 48 BAR DIAMETERS LAPS. KEY NOTES - CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSION, SIZE AND LOCATIONS OF ALL IMNDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. - FILLED CELLS INDICATED ON THIS SHEET INDICATES SECOND LIFT FILLED CELL LOCATIONS. -- PROVIDE 30 LB FELT PAPER AT ALL CONTACT POINTS BETWEEN PT WOOD AND MASONRY (TYP.) - PRE-ENGINEERED WOOD ORDERS WILL BE DESIGNED FOR A MAXIMUN DEFLECTION OF 1/4" TYPICAL. - ALL WELDS TO BE DONE BY CERTIFIED WELDER PER AWS D.1.1. USE E70XX SERIES RODS FOR ALL WELDS. (TYP.) SYMBOLS 6� 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUP FILLED CELL. AT ALL CORNERS, NEXT TO ALL OPENINGS, AND © 48" o.c. AT SECOND LIFT OR AS SHOWN ON PLAN. [11] 2 #5 GROUT FILLED CELLS BENEATH GIRDER TRUSS. SEE DELEGATED ENGINEERS TRUSS LAYOUT FOR EXACT LOCATION L_] 1--#7 REINFORCEMENT BARS, GRADE 60 IN GROUT FILLED CELLS (BLOCK) AS SHOWN ON PLAN. / / ROOF SHEAT1NG FASTENER DETAIL o = 10% OF MINIMUM WIDTH (FT.) OR 0.4h WHICHEVER IS SMALLER = MEAN ROOF HEIGHT (FT.) 19/32" CDX PLYWOOD EXPOSURE 1, APA RATED SHEATHING, NAILED TO TRUSSES w/8d GALVANIZED NAILS. ZONES : 8d RINGSHANK NAILS © 6"o.c. THROUGHOUT. ZONE (3) 8d RINGSHANK NAILS © 4"o.c. AT EDGES. ��--'' : 8d RINGSHANK NAILS © 6"o.c. AT INTERMEDIATES. 6' -9" 1 7/0/10 � I I 8F16-�18 I 40'-0" 6' 6" 10' 3" 7' - 4" TOP OF BONE) BEAM ELEV.= +.2'-4" 8F16 --1B CO _I 7 © N.s © LN ', m+ —,;Ln 1 0 w 0 N GIRDER TRUSS N ■ COFFERED CEILING-- _ G /, ATTIC ACCESS -- COFFERED CEILING 3M. GIRDER TRUSS .. 1113 CD z CN m+ rl J W (4)2x8 WOOD HEADER (4)2x8 WOOD HEADER (4)2x8 WOOD1HEADER TOP OF WALL�� ELEV.= +20'-4' 3-0" 5'-10" 20'--0" .40 // oo ■ APA FATED SHEATHING 40/20 19/32" EXPOSURE 1 SHALL BE FASTENED TO EXTER OR SIDE OF TRUSS w1' 10d COMMON NAILS © 4"o.c. STAGGERED. TYPICFL AT ALL EXTERIOR TRUSSES. 5'-10" 4'.--8" ROOF FRAMING PLAN SCALE: 1/4" = 1' 0" / PP l / 2' - 7" 7' -1" 5'-10" (4)2x8 W00P HCADER 14'-2" _ TOP OF WALL -1 ELEV..= +20'-4" / 6'--5" CD w f) n» I Q N V) m+ II ri w w d C \ / REVISIONS: 0 0 BROWARD COUNTY (r) u] C /'1 m Y I U) :Y:_ r,� L!-) r) (Y, rli bbl G1 CY r C=1 �z1 ir lF_�'1 1111-1i rlT'( 11 ' �-, 2)Ey -{r_IlILf)Y.l�rllIf .1F-vsrtJ�E i � ;�; a J() • I .) �, `[CJ F1 —1fYy " L.)- F + U � .='� rte, (� -4 � u� s `� (_) n ti DRAWN BY: CHECKED BY: SCALE: 51-1 (ROCESS #: S 3 3 OF 7 SHEETS C.N. 4017 -VENETIAN -Al LOT: 350\ B-2 B-3 B-4 m CONCRETE BEAM SCHEDULE C 9'-4" 8" 20" C 11'-0" 8" 36" REINFORCEMENTS LU 2-#5 4-#5 2--#5 4-#5 0 CD CO STIRRUPS 2-#7 #3 8" o.c. 2-#7 #3 © 8" o,c. B 11'-0" 8" 18" 2-#7 2-#7 2-#7 #3 © 6" o.c. C 11'--6" 8" 42" 2-#5 4-#5 2-#5 #3 © 12" o.c. RKB A VAR, 12" 2-#5 2-#5 SEE NOTE 2 8 • ; TYP E- A 0-715 O 0 * 0 0 TYPE -B TYPE -C REMARKS CONCRETE BEAM CONCRETE BEAM WND BEAM CONCRETE BEAM RAKED BEAM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. TIE BEAMS SHALL HAVE (4)#3 TIES © 12" o.c. AT ALL CORNERS, EACII WAY AND 48" o.c. REMAINDER. 3. PROVIDE (2) #5 x 60" CORNER BARS 30" EACH WAY © ALL CORNERS. 8"x16" w/ (2) #5 CONT. BARS. BOND BEAM BB -31 8"x8" w/ (1) #5 CONT, BARS. BOND BEAM BOND BEAM SCHEDULE 111 BB -2 8"x16" w/ (1) #5 TOP CONT. BAR. BOND BEAM 8"x8" w/ (1) #5 CONT BAR LINTEL 8"x16" w/ (1) #5 TOP (1) #5 BOTTOM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8 INCHES INTO SUPPORT. 3, REINFORCEMENTS SHALL BE CONTINUOUS WITH 48 BAR DIAMETERS LAPS. F1 6-7 8"x16" w/ (1) #5 TOP (1) #7 BOTTOM ARCHED BEAM FRAMING AT LINTEL 3"x3" OPENING © BTT. 70 FILL AREA 1 1 11 I I .. 8F8 -1B1 (1)#4 E.A. FACE -TOUR ARCH w/3000 PSI CONCRETE fNIF PART OF BOND BEAM CONTINUE REIF. fl --BREAK OUT BLOCK AND TIE DIAGONAL REBAR TO 1- VERT. FILL CELL AND TO LINTEL (TYP. EACH FACE) KEY NOTES I 1. EXACT FLOOR LAYOUT SHALL BE AS PER FLOOR SHOP DRAWINGS ALSO SEE SHOP DRAWNGS FOR LOCATION OF REQUIRED MECHANICAL OPENINGS. 2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSION, SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWCS. 3. FILLED CELLS INDICATED ON THIS SHEET INDICATES FIRST LIFT FILLED CELL LOCATIONS. 4. UNDER BATH TUBS & SHOWERS A DOUBLE LAYER OF 3/4" PLYWOOD IS TO BE INSTALLED. 5, INSTALL 2x6 STRONG BACKS IN THE FLOOR TRUSSES BELOW ALL 2nd FLOOR BATHTUB AREAS, FASTENED TO TRUSS VERTICALS w(3) 16d NAILS 6. PROVIDE 30 LB FELT PAPER AT ALL CONTACT POINTS BETWEEN WOOD AND MASONRY AND TO METAL (TYP) 7. SHORE ENTIRE FLOOR AT 4'-0" 0.0 FOR LOADING OF SECOND LIFT OF CMU WALL, 8. PRE-ENGINEERED WOOD GIRDERS RI BE DESIGNED FOR A MAXIMUN DEFLECTION OF 1/2" TYPICAL. 9, ALL WELDS TO BE DONE BY CERTIFIED WELDER PER AWS D.1.1. USE E70XX SERIES RODS FOR ALL WELDS. (TYP.) 10. #1 REPRESENTS GRAVITY REACTIONS, D+L. CONNECTIONS MADE BY MANUFACTURER, PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. --2X8 ATTACHED TO WALL WITH 1/4" TAPCON (3 1/2" EMBED.) AT 8" 0,C. 2"x8" DIAGONALS BOTH FACE w/ 2-16d NAILS TO NAIL INTO 2X8 OR 1/4" TAPCON (3 1/2" EMBED.) TO WA CURVED 15/32" CDX SHEATHING w/ 8d NAILS © 8"o.c. 2"x4" BLOCKING w/ 2-16d NAILS © EACH ENDS. NOTE: -- 19/32" CDX SHEATHING NOT SHOWN FOR CLARITY, TYPICAL ELEVATION OF ARCH BOX DETAIL SCALE: N.T.S. I ' I ' -0) BB -1 1 77'-0" • 6/S5 •1111 • • 0 (ID 0 w 0 -6/55 • • , I • cn (1) 0 a_ 0 RcN 2M. GIRDER TRUSS M. GIRDER TRUSS BB -3 ABV, 1 21- 0" G>5 DN 40'-0" 6' - 4" L 8-2 2M. GIRDER TRUSS 7 'PROVIDE BLOCKING BETWEEN ALL PLYWOOD SEAMS & BOUNDARY WALL/SUP POR T). _C ON NEC T.. 2x4 BLOCKING w/10d NAILS © 4" o.c. (TYP.) © HATCHED AREA. BB -3 3M. GIRDER TRUSS 1x 4 CONT. LATERAL BRACING © 8'-0" 0 BEARING WALL 1 2' - 0" 8F16-18 1 AmSECOND FLOOR 1-)ELEV.-- +11'-0" PROVIDE 8" POCKET REFER TO DETAIL 8/S5 -2/S5 -/ _„ 406 7 00 TOP OF BEAM LOW ROOF ELEV.= +9'-4" --- • -2/S5 67;: mci ARCH 8FF8B 8:11B 74” 8 ABV.[ RKB II II • • II • • III 1_ AFCH 8F8-13 1 • 1 AT ENTR" PRUDE 11/32" CDX PLYWOOD TRUSS BOTTOM CHORD. CONNECT w/8d NAILS 4" o.c. 2'-8" 51- 2" 7( SECOND FLOOR FRAMING PLAN SCALE: 1/4" TOP OF BEAM © ENTRY ELEV.= +11'-6" 91 4', -AT TERRACE PROVIDE 15/32" CDX / PLYWOOD © TRUSS BOTTOM CHORD. CONNECT w/8d NAILS © 4" o.c. -t I ---7,--, 0 (1) cnCN0 0 3M. 3M. GIRDER TRUSS 3M. GIRDER TRUSS • • 4/S5 - • I 0 CN \ \ 7-0 1x 4CONT. LATERAL BRACING © 8'1.-0" o.c. \--APA RAILD SHEATHING 40/20 19/32" EXPOSURI: 1 SHALL BE FASTENED TO EXTERIOR SIDE OF TRUSS w/ 10d COMMON NAILS © 4"o.c. STAGGERED. TYPICAL \T ALL EXTERIOR TRUSSES. 4'--S" 7/ ' - 1 " , . • 0 "0) 1 c LO 6" TOP OF BEAM © LOW ROOF +9'-4" 00 00 REVISIONS: E-4 E-4 C,f) Lf--) (`‘,] 0) Ask 4-1 (J) BY STANDARD PACIFIC HOMES 0) u) fl rid Lir) 0) 0) 00 BROWARD COUNTY 11111 Ili 1140, 0 DATE: DRAWN BY: CHECKED BY: SCALE: 1/4"=1'-0" 11-4-2013 V.H. C.N. SHEET S-2 2 OF 7 SHEETS LOT: 31 (4017–vENEn AN–Al 50 11..)ROCESS #: FOUNDATION SYMBOLS i I 4" REINFORCED CONCRETE SLAB WITH 6)(6-1.40.4 WELDED WIRE MESH SUPPORTED FOR REQUIRED CLEARANCE 3'-0" o.c. OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER . MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER . CONCRETE F'c=3000 PSI 2 1-#4 © 24" o.c. X 7'-0" W/STD. HOOK. TOP TRANSFER BARS 3 RECESS SLAB 4" x 12" AT GARAGE DOOR 71 RECESS SLAB 1 1/2" x 8" AT SLIDING GLASS DOOR OPENINGS ri 121 1-#7 REINFORCEMENT BARS, GRADE 60 IN GROUT FILLED CELLS (BLOCK) AS SHOWN ON PLAN, rj..] icij PROVIDE DOUBLE LAYER OF 6X6 -1.4x1.4 WELDED WRE MESH 60" WIDE AS SHOWN ON PLAN F17 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND © 40" o.c. AT FIRST LIFT OR AS SHOWN ON PLAN, /i7 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 0 48" o.c. AT SECOND LIFT OR AS SHOWN ON PLAN. PROVIDE: (2) # 4 X 4'--0" LG. CORNER CRACK BARS AS SHOWN ON PLAN, 4" THICK CONCRETE_ SLAB, VERIFY SIZE & LOCATION 2 #5 GROUT FILLED CELLS BENEATH GIRDER TRUSS, SEE DELEGATED ENGINEERS TRUSS LAYOUT FOR EXACT LOCATION = INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR 11E BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE. FOR REINFORCEMENTS. INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN, REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. = INDICATES COLUMN TYPE AND END & START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATION, REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS & FOR TOP OF TIE BEAM ELEVATION. 0 -.2.7 H- I— Li F-- 0 a_ 7- ' 0>- L...1 1..]_. I— F– a_ 1. -LJ 0 FOOTING SCHEDULE A A 16" CONT, 12" 2 #5 2 #5 MF16A A MF16B MF24 A 16" CONT 16" 16" CONT, 16" 24" CONT, 12" MF24A E 24" CONT. 12" MF36 I E 36" CONT. 12" i 1 ME -36A A 36" CONT, 12" 1 IF24 C 24" 24" 12" I 1E36 D 36" 36" 12" IF48 1 'TE8 NOTE: PROVIDE (13o" x 30" C 48" 48" 12" B 8" CONT. 9" 8 2 #5 3 #5 3 #5 4 #5 4 #5 3 #5 4 #5 5 #5 1 #5 [T L. TYPE -i TYPE -C TO BOT OM REINFNCEMENT #4 0 36" o.c. #4 © 36" 0.C. #4 0 12" o.c. #4 0 12" o.c. 3 #5 4115 5 #5 --- A TYPE -D 5 CORNER BAR © ALL FOOTING CORNERS © EXTERIOR EDGES. DIMENSIONS REMAR,<S MONOLITHIC FOOTING MONOLITHIC FOOTING MONOLITHIC FOOTING MONOLITHIC FOOTING MONOLITHIC FOOTING MONOLITHIC FOOTING MONOLITHIC FOOTING ISOLATED FOOTING ISOLATED FOOTING ISOLATED FOOTING THICKENED EDGE COLUMN SCHEDULE REINFORCEMENT VERTICAL HORIZONTAL REMARKS 8"x16" 4-#7 TIES #3©8 " o.c. CONCRETE COLUMN 8"x16"x16" 3 1/2"x3 1/2"X 1/4" 4x4 TYPE -B 6-#5 TIES #3 • • TYPE -C o.c. CONCRETE COLUMN TYPE -D STEEL COLUMN Fr46 KSI, FILLED W/CONCRETE 4x4 WOOD POST (SOUTHERN YELLOW PINE) i NOTE: 1. ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS, i 2. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. I 3. EXTEND DUR-0-WALL REINFORCEMENT 6" INTO CONCRETE COLUMN 16" NOTES #5 DOWELL REBAR w/MIN. 30" LAP (TYP) _/ •o •0 I__ (2) #5 FILL CELL REBAR E.A. FACE W/3000 psi CONC. • CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSION, SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WI TH ARCHITECTURAL DWGS a FILLED CELLS INDICATED ON THIS SHEET INDICATES FIRST LIFT FILLED CELL LOCATIONS. ALL WELDS TO BE DONE BY CERTIFIED WELDER PER AWS 0,11 USE E70XX SERIES RODS FOR ALL WELDS. (TYP.) FOUNDATION DESIGNED BY RATIONAL ANALYSIS. FOUNDATION DESIGNED FOR 3000 P SF PRESUMPTIVE SOIL CAPACITY. ENGINEERED UNIT MASONRY DESIGN, SPECIAL INSPECTOR REQUIRED. • WOOD FRAMED WALLS DESIGNED BY RATIONAL ANALYSIS. ANOINHAWN `). 9 • 07 • • 6' -10" m m I 71 • LL • • • I I IF24 2/54 TE8 I '.-3" I • I 20 I • • ti 5/S4 2J 40'- 0" 12'- 6'- 4" • • or 2 TE8 r- — 17P11 )1(11i1 I L TT,T3. L -J •N • F36 8 ThI • [.21 4-6" '4- - 6-8 10 7.9 I • , • • 1E48 — — 12'-9" 10 UNE OF SECOND FLOOR. '0 "gre- 4 8'--O" 1 - a" FOUNDATION PLAN SCALE: 1 /4" = 31 N I Tof I I -T I Fj MF36A j CD 0 '4- 8'-8" 9/S4-- (TYP) • • • FIRST FLOOR SLAB IV ELEV.= -1-0'-0" 6/s4 co [19_j MF13 NNN` 12'- 0_ (r) -- PA RS LINE OF SECOND FLOOR. -7" /3'-1-4 PAVFRS III III L. __ F36-.1 , 2-8" 40'- 0" 10'-6" 2'- 8" , 4'-5" , 0 F-16 10 ME:16 11'-6" IF48 L 6' -8" 0 , I • -1-1" (.0 TYP !J/1 • • • 1"" -NT 0 In REASIONS: Fri E-, Lti 121 1.1) (7) 0).) CT".. FT] 1)-1 CY. () Lf) I ) ir) Cr-) n 4 DATE: DRAWN BY: CHECKED BY: SCALE: SHEET V.H. C.N. 1/4"=1'-0" - / 1 OF 7 SHEETS 4017 -VENETIAN .. , TIAN-AI PROCESS #: 101 I—IA , (v tioilimol 1) `,.,(11)!Hi0)A / ok lopor,L, PiPttflS 41')Y1 :11'1 ,1] q boll 41,7'tJ.,1 1,1I, I (1,7,1',(77(7 (J71, b1.1,111(1 i/d,.•,11i (71 111i1 ..1 .11 1 ) 1\1 N V(11 \1( \trl ((7,3 117' EeL•1..11../71 17,,, I ' 1 N vi,..1( ,„ ,,„ !!!(4 p I 11 1 0 L ; Ott- p.g(n) 1504. 11 k(((71 1,31 d'''.71 061,4oivJ 1 s1, -1111.1s 14,7(11 101 7.(i i(C11,1(/11.1,,1 p[J,y, 10)4 -L,.' (7 f((7(i 01-1 1-.)00 PHA PI 1,41(1,/(,).11-',"'''s,I) 41,1(‘)1,1 210.1 01.1(:)11)'Vld 11V 1:1111'.) H1l0IS 41()V.i'0110:1 '0.111,1,.1111; 01 dMIIH' t.);t 110 i10.1 '0(1141101 0441_; 0-1111 T'L1V11 .I:c.1V11 c...,Sid1 - ;,11U11.13111400 1.,1101 S'...w11. S,!1611')V 24(11 `,-:41()110111!.1(l1 11V 11,1,111',4 is 0,0 - g. • 0 0, 0 (11 0K.11((1713 171,111171 ic.(7(,) Jk1711(77',74'717) 01) HUI) 11/0S S 40,ell • 1101,-.P-1 Sskal8 40 11 1. 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(7) cSfli 711.1.1 t?, 0.1] El LI 041] 01.10 10 7,6 _ _ :0)-{(11.1-1 't) ; 1 , 1)1 L 1.1) (tip of) -11 c o3 0.0 ( 11 0101 rq ) lfl) 1C1) 1 1 11 1.7( (.1 71) , 1.1 ..7•.7 0-(1] 0-6 • 071] -L 1 -] c)) 11 tit) D1.11 ."( t;) 4,, 1 ld 11441 1 r• .100 ----- 4,1 4" x 1/8" HARDIE SIDING OR BEVELED LAP STUCCO SIDING OVER LATH WOOD FASCIA 0J, PREFAB. (FOAM CEMENT. TOP COAT FINISH) BRAKET 42" HGT ALUMINUM RAILING AND POST 1" GYPCRETE OVER PLYWD, SHEATHING W/ X3" SLOPE %" CDX PLYWD. SHEATHING FAST TO 2" X 12" W/ 8d RING SHANK NAILS © 4" 0.C. D-34 c z c) 3" 41.0“Ar Ar.ozaaaa. 97 2" X 12" P.T. WD. LEDGER FAST TO CONC. BLOCK WALL W/ 346" TAPCONS BY 2" ----- LONG STAGGERED D--92 Y. 41" 2 8" 4' MAX. O.C. ELEVATION A }/2" STUCCO SOFIFT OVER MTL LAHT ATTACH TO PLYWD. SHEATHING 8" PREFAB. (FOAM/CEMENT. 1-0" TOP COAT FINISH) RAFTER 3—" 2 6" WALL OR CONC, COL. 2'-1" CONT. ALUM. HANDRAIL COLOR AND FINISH PER OWNER'S APPROVAL WOOD FASCIA PREFAB. (FOAM/CEMENT. TOP COAT FINISH) RAFTER 5'-3" RAILING DESIGN. PROVIDE SHOP DWGS FOR ARCHITECT/OWNER'S APPROVAL, 2" X 2" ALUM. POST © 48" 0.C. INTO 4 3/4" MIN. GROUT FILLED CONC. EMBEDMENT 3 3/4" MAX. 3/4" ALUM. PICKETS (SPACED TO REJECT 4" DIA, OBJECTS) PRECAST BALCONY SLAB AND ARCH PANEL REFER TO STRUCTURAL DWGS. RECESS IN PRECAST SLAB REFER TO STRUCTURAL DWGS. 2'-1" A 8" SECTION 1 6" 6" z 2 102 105,j NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3,. 3.. 3.. 3,, 4 4 4 4 0, 1'-0" 1-1" • 3" /M///////://// 3" 4 RISED BAND ELEVATION NOTE: • FIN. TO HAVE TRADITIONAL LOOK Sc SMOOTH FINISH • CONC. COL. W/ BASE AND CAPITAL,SPRAY FIN. REFER TO ELEVATONS FOR COL. HGT. L 1'-0" c•31 -t PROFILE 12" DIA. COLUMN ELEVATION 9 4 D-99 103 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED • 2" 1" 3" 8" OPT. r RAISED FOAM BANDING SEE ELEV. 0) w FOAM BANDING w/ SLOPE NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • CONC. COL. W/ BASE AND CAPITAL,SPRAY FIN. REFER TO ELEVATIONS FOR COL. HGT. 1-4" 16" DIA. COLUMN ELEVATION SECTION od NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES I I 8" Li w ELEVATION "—RN (f) uJ EE > DECO FOAM HALF RND COLUMN NOTES: 1. ALL ARCHITECTURAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 2. USE PRECAST CEMENT ILO FO /EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. PASCUAL PEREZ .. KILIDDJIAN & ASSOCIATES ARCHITECTS • PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORA., FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE : (305) 592-6865 http://www.ppkarch.com c0prFric.,14TO p4scr..44_, FEREZ KILIDOJIAN 4 ASSOCIATES, ARCHITECTS - PLANNERS The architectural deelen and detail dratufnee of the buildirq and/or overall project are the legal property of, and a II rights are reserved by the Architect. Their U6le for reproduction, construction or dtetztbutfont hibited unless authorized in writing by the Architect. REVISIONS: OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538-3522 SEAL: S.F.H. DETAILS DATE : 05.10.13 SCALE : AS SHOWN DRAWN : JM CHECK BY: EP JOB NO.: 12-09 D-8 SHEET NO. : NOTE: * INSTALL OVER STONE OR STUCCO FINISH WALL. -3/8"x 2" DIAM. ALUM. BASE • e -T- \ /z `\_l^xl^ ALUM --/TUBE FRONT VARIES 3" SIDE to PR[)FI ELEVATlO\J VARIES C? EN NOTE: °|NSTALL OVER STONE OR STUCCO FINISH WALL. RIVIEPIEW813€130MBMIT 61111'6111111b 111110 ELEVATION * INSTALL OVER STONE OR STUCCO FINISH WALL. } '8isosiamama � PR-OfI-LE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ADD 2" WHEN ---INSTALLED IN STONE — 1 7=1" 2 � .4- 0 -- —' D 8 2 87 D 9 2 NOTE: » INSTALL OVER STONE OR STUCCO FINISH WALL. 2" ALUM. BASE FRONT 1-U" SIDE 1 7 8 NOTE:_ o |NSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED / 1" D-75 D-70 PROFILE 12^ � ` ELEVATION (FOAM/CEMENT. TOP -7,,4 COAT FIN|SH) ' 1" RAISED STUCCO BANDING � . NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ADD 2" WHEN INSTALLED ON STONE APPLIED FOAM VV/ ' k..., STUCCO FINISH NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ADD 2" WHEN INSTALLED IN STONE THICKNESS VARIES I I I 2" 4^ . NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" x 1/8" HARDIE SIDING OR BEVELED LAP STUCCO SIDING OVER LATHE EZ N 1 PRE—ENG TRUSS SHEATHING/WRAP -D-70 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8o SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 10" PREFAB. (FOAM/CEMENT. TOP COAT RN|3H) 7" ADD 2" WHEN INSTALLED ON STONE / NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH m FOAM/ EPS MATERIAL IS ACCEPTED es. 41^ RAISED STUCCO BANDING +2" RAISED STUCCO BANDING ELEVATION ----D-7O D--70 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED APPLIED FOAM W/ STUCCO FINISH 1" RAISED -- STUCCO BANDING Or) ) 3" [ 10" ` ,� �� ^ PROFILE D -9O1 jpi-95 1 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ^ 2" ELEVATION NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED PROFILE 1" 1" NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED yD-75 D-70 /_ PROFIILE NOTE: • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED � ts- ELEVATION NOTCH FOAM DECO BRACKET 1,-1Ur | | _ NOTES: 1. ALL ARCHITECTURAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 2. USE PRECAST CEMENT ILO FOAM/EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. ADD 2" WHEN -- INSTALLED ON STONE PASCUAL PEREZ .• KILIDDJIAN & ��-U�� ASSOCIATES 4D��AI��. PLANNERS '`=.^,..~ ^^~"`.~"`^LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORM FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE : (305) 592^6865 � � � //f�D�//\�\�V��nGFC.,.cOm a this Pirlding and/or overall project are ths legal property of, and all rights are reserved construction or distribtitfon is prohibited unless authorized in iiriting by ths Architect. REVISIONS: OWNER: STANJDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, RL33028 PHONE (9S4)B8-3522 SEAL S.F.H. DETAILS PARKLAND, FLORIDA < u DATE: 0510.13 SCALE : AS SHOWN DRAWN: )}� CHECK BY: EP JOB NO.: 12-09 - 9 6 D-7 SHEET NO.: NOTE:_ • INSTALL OVER STONE OR STUCCO FINISH WALL. ALUMINUM CROSS ELEVATION NOTE: • |NSTALL OVER STONE OR STUCCO FINISH WALL, PROFILE W0NDOW SILL PREFAB. (FOAM/CEMENT. TOP COAT FINISH) TRIM. SECTION TEXT. STUCCO OR STONE FINISH EX7ER|0R MASONRY WALL D-77 VARIES 2,41; .9'N\C9 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" x 1/8" HARDIE SIDING OR BEVELED LAP STUCCO SIDING OVER LATH 1/2" SLOPE ()ECHON D-58F NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ELEVATION � ELEVATION 8" FOAM BRACKEr— owILAR TO D-18 NOTE: * INSTALL OVER STONE OR STUCCO FINISH WALL. PROFILE D 63 4" ,____+ 1-5" 6" 8" ID -721 —PRE -ENG TRUSS -SHEATHING/WRAP ---f2^ D-70 VARIES C9N9 ELEVATION � � � D 59 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -- FLAT 1" A -A ' FOAM/STUCCO BANDING HEAD NQTE. • INSTALL OVER STONE OR STUCCO FINISH WALL. EQUAL NOTCHING AARCH SH0�N. ARCH SH0�N. DESIGN MAY VARY FLAT 1" FOAM BANDING ID 6 ELEVATIONS NOTE: w|NSTAU- OVER STONE OR STUCCO FINISH WALL. D-70 �j , 3—' 4" 7" �" 7" ' / ID 68 \-D-80 D -DO PREFAB. 1" (FOAW/CEMENT TOP F I I S D 73 �� ELEVATIONS ��4 NOT[ • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED PREFAB. DECORATIVE SHUTTER SMOOTH FINISH SECTION� D-65 _ 1/2" SLOPE SECTION VARIES 5" / VARIES D 69 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 7^ RADIUS NOTCH FOAM DECO BRACKET —16" X 6" X 10" FOAM BRACKET (LxWxH) NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVF TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VAR|ESVARIES IL � ELEVATION NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED EE TEXT. STUCCO RN|[X| SET 6" DIAM DECORATIVE MOTIF. WITH POLYURETHANE FOAM ADHESIVE HANDI—STICK GLUE OR EQUAL -- -b^ DIAM DECORATIVE MOTIF. FOAM 1" THICK WITH TOP COAT CEMENTICIOUS MATERIAL |'! SECTION 61 D 66 ADD 2" WHEN--� INSTALLED IN STONE \ \VAR|ES NOTE: •ADD 2" TO THICKNESS WHEN INSTALLED IN STONE VENEER NOTE:_ • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED [}|i\�|/`| |\ ] =/� � \J -\ un v| � =T�|| _|n|L NOTE: *ADD 2" TO THICKNESS WHEN INSTALLED IN STONE VENEER D-70 -_~ NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FOAM BANDING ~/—OPT 1" � RAISED FOAM BANDING SEE ELEV. NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED WINDOW SILL ( PREFAB. (FOAM/CEMENT. TOP COAT RN|3H) TRIM. SECTION PREFAB. (FOAM/CEMENT. COAT F|N|3H\ TEXT. STUCCO OR STONE FINISH EXTERIOR MASONRY WALL TOPI NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" � 10" 3"�� SECTION ELEVATION 3" + e• - -_'2" ADD WHEN INSTALLED IN STONE NOTE: NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 10" 6" --'ADD 2" WHEN INSTALLED IN STONE NOTES: 1, ALL ARCHITECTURAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 2. USE PRECAST CEMENT ILO FOAM/EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. D 62 SLOPE PASCUAL &PEREZ KILIDDJIAN ��~U�� x�.��v~v��u�� 4��AIT��.P|�N�� '^^^''�^^^^ • '^^"`"~^ LICENSE # AA 26001357 EDGARD() PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL,/�A LICENSE AR 0008254 PETER K|WQDJYAN, RA LICENSE No. AR 0093067 AT THE BEACON CENTER i 1300 NW 84th AVENUE DORAL FLORIDA 33126 TELEPHONE : (305) 592.1363 FACSIMILE : (305) 592-6865 i� "`.p:/'~,=.vfp��.c^cv/^/ of thla btalcling and/or overall project are the Idea! property of, and all rfehts are reserved REVISIONS: STANDARD PACIFIC HOME 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE (954) 538'3522 . DETAILS CITY OF PARKLAND, FLO OAT[: 05.1013 SCALE: AS SHOWN DK/WN: J.M. CHECK BY: EP JOB N(l: 12-09 76 D-6 SHEET NO. : NOTE: INSTALL OVER STONE, OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •BRACKET SIMILAR TO BKT 14x30x7.55 BY FYPON NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. EE _~ • ADD 2" WHEN INSTALLED ON STONE METAL FRAME SQ. 1^x1^ VARIES ELEVATION NOT[: • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ADD 2" WHEN INSTALLED ON STONE y // / / ~/ 2 SLOPE PROFILE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED Lu ' /it � Lu 1D-38 1D--~48 D 53 NOTE: INSTALL OVER 3T0NE, OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTsM'' ~� NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. cn D 39 – METAL FRAME SQ. 1"xl" VARIES ELEVATION N0lE: • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL B ACCEP|�D � � 1� � ' ADD 2" WHEN INSTALLED IN STONE PROFILE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1'-8" — FOAM SILL — FOAM BRACKET cn WINDOW WIDTH — WINDOW -- FOAM SILL — FOAM BRACKET ID 44 D 49 D-54, RIGID FOAM DETAIL ' WHEN INSTALLED IN STONE VENEER NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -(+1) D-70----) --D-4O 8" NOTE: • |NSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED �� | 2 VARIES NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 8" 4" 1" / � D-4O--� RADIUS' FOAM /EPS MATERIAL APPLIED TO UNDER SOFFIT 8c BEVELED AT CORNERS D-~ 55 — VARIES NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK 8> SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED GARAGE DOOR NOTE: •GARAGE LINTEL w/ STONE. NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1" RAISED D -7O l^ RAISED FOAM BANDING – 2" RAISED FOAM BANDING W/ SLOPE ELEVATION NOTE: • |NSTA LL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES ELEVATION � Eo STONE " SECTION SECTION 1D-41 __ 46 D-51 ' D 56 VARIES NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. � FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 3" THICK LAP NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED _ ,D-48 VARIES NOTE: * IN STALL OVER STONE OR STUCCO FINISH WALL. � ;-- NOTES: _ NOTES: 1. ALL ARCHITECTURAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 1'-0^ --FINISHED DECO METAL METAL FRAME SQ. 1/2^x1/2^ 2. USE PRECAST CEMENT ILO FO /EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. i„ 1- 2 � PASCUAL PEREZ ** &KILIDDJIAN ��U�� ^��v~»��»�� ARCHITECTS ~ PLANNERS LICENSE # AA 26001357 EDGARO° PEREZ , AIA LICENSE No. : AR 0015394 MAR{O P. PASCUAL , AIA LICENSE No. :ARO0O0Z54 PETER K|NQD]IAN, RA LICENSE No. ;AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORA., FLORIDA 33126 TE[EPHONE : (305) 592-1363 FACSIMILE : (305) 5926865 http://www.ppkarch.com t ASSOCIATES, ARCHITECTS - PLANNERS The architectural design arci detail drawings or this building and/or overall project are the lesal property or, and all rights are reserved by the Architect. Their use for reproduction, constr.iction or distribution is prohipited .e8.50 authcsized in witing by the Architect. REVISIONS: OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954)538`3522 DETAILS DATE : 0510.13 SCALE : AS SHOWN DRAVVM: J.M. CHECK BY: EP JOB N(l: 12-09 "| � D-5 SHEET NO\: NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED THICKNESS - ADD 2" WHEN INSTALLED VARIES IN STONE l_v_i_ '' 5" 6" � NOTE: * |N3TALL OVER STONE OR STUCCO FINISH WALL. * F|N. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ° ELEVAllON N{}TE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED � NOTE:_ • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED • • • FE D 20 1~[ ' ---- V PROFILE D 23 3 THICK FOAM APP IED TO CMU HIGH DENSITY FOAM 1•61,4•••1001016WINI�__ [D28 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH " FOAM/ EPS MATERIAL IS ACCEPTED VARIES ELEVATION 6" 311 ��--_-� DECO FOAM HALF RND NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • RN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED PROFILE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Lu 2" / � D-21 - ADD THIS AREA WHEN INSTALLED UNDER ROOF. VERIFY PITCH. " THICK ADD 2" WHEN INSTALLED IN STONE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK &. SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 0 m m 34 ' NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. o FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6 ELEVATION � PROFILE 1" RAISED STUCCO BANDING NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED APPLIED FOAM W/ STUCCO FINISH 1'- 1" 1'-3^ 1'-4^ NOTE: * INSTALL OVER STONE OR STUCCO FINISH WALL. ✓ F|N. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Or) 1'-2^ 2" 2" 6" NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ELEVATION NODE;_ • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED f1^ RAISED S)UCCO BANDING +2" RAISED STUCCO BANDING ELEVATION PROFILE NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ._ � 1r-2" NOTE:' • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3., VARIES ELEVATION � � cr) PROFILE PROFILE 1D-26 1D-36 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK Sc SMOOTH FINISH * FOAM/ EPS MATERIAL IS ACCEPTED 1'-2^ THICK NESS VARIES NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED // NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1^ it4" ELEVATION 2 THICK FOAM -APPLIED TO CMU NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. » RN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" ^' PROFILE HIGH DENSITY FOAM 6" 6" ELEVATION NOTES: 1. ALL ARCHITA[I URAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 2, USE PRECAST CEMENT 110 FO A /EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. D_27 PASCUAL PEREZ KILIDDJIAN °^ & ��~U�� ^~u��x�� 4Q�A��.�|4�J��Q� '^='""^~^^ • '^'`'"`^`^�LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE : (305) 592'6865 The architectural dealgn and detail drawinge a thie kaJlidIng and/or overall project are the legal property of, and all rIghte are reitervecl by the Archltect. Their uae for reproduction, auftrized In urItirx3 by the Architect. REVISIONS: STANDARD PACWIC HOMES 20UOMVV150AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 5]8']5I2 DETAILS STANIPARD PAC11F11C HOMES COMMU a. 0 DATE : 051013 SCALE : AS SHOWN DRAWN : J.M. CHECK BY: EP ID 37- D-4 SHEET NO.: 2d FRONT ADD 2" VV -E@ INSTALLED ON STONE a" PERSPECTIVE SIDE FOAM, SIMULATED PIPE VENT 6" DIAMETER. TOP OF PIPE TO MEASURE 6" AND SLOPE DOWN 22°. THIS DRAWING INDICATES THE SIZE AND SHAPE OF THE VENT. REFER TO THE EXTERIOR ELEVATIONS FOR LOCATION AND QUANTITY. NO 1E: • W = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • RN. TO HAVE TRADITIONAL LOOK 8c SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED OVERHANG / r//7 /A /)|' /|' ^~ D-11 SIDE VV VARIES /r 1-1/�' T ICK -1-0 BE FILLED w/ FOAM NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED EQ. / / t r ' / / / / � m 1-1/2" ICK __-_- wVARIES D-5 10 D 15 NOTE.: • VV = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED � « /_ / / / / / / � " 1-1//� THICK VV VARIES NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL.. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -- INSTALLED UNDER ROOF. VERIFY PITCH. NOTE:� • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED " ///Z,7„,. |(`<NESS / VARIES FOAM 7/ 3"|3" / EE + � ADD THIS AREA WHEN INSTALLED UNDER ROOF. VERIFY PITCH. THICKNESS VARIES Cr) ----ADD 2" THICKNESS WHEN INSTALLED IN STONE OR ABOVE D-70 END PROFILE SIMILAR TO BKT 35x7x8 BY FYPON NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MAFER/AL IS ACCEPTED EQ.(1) EQ. EQ. Y (_ 1-1/2" THICK VV VARIES � m � m ADD 2" WHEN INSTALLED IN STONE D-6 D 16 NOTE: • VY = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR STUCCOFINISH WALL. � m EQ. ELEVATION NOTE: INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK Sc SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED | � " l-1//�rTPICK VV VARIES EQ. D -7O 1/12 SLOPE c/////,� // //// -4// ----- SECTION 1 D-7 co EE 6"x6" BRACKET _____ 1-1/2" to - VV VARIES D 12 1D-17 NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED co ,;4-| � | � /2" ( NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. � m � m � m EQ. Jr ELEVATION NOTE: • VV = 1/2 OPENING DIM. • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED IC - ALUMINUM CROSS EQ. D-78 SECTION ADD 2" WHEN THICKNESS -- .. -. '"'^'^''^'' '� ,,^,,�, ,°."�� , "°"''` ..`.^� ~,�°^., + ~- /�r ` | ', o.onc � 3" 4" { 1/2" SLOPE I D-8 '-- D 3 1D-181 NOTE: • VV = 1/2 OPENING DIM. • |N3TALL OVER STONE OR STUCCO FINISH WALL • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED VV VARIES | / � | ' 1-1//�9THICK ;4- NOTE: • INSTALL OVER STONE, OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 11-4^ OR PER PLAN 1 -----„Ns.„ 8" TH1C NOTE: • W = 1/2 OPENING DIM. o )N3TALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • POWDER COATED ALUM. OR FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK 8t SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED PROFILE 2^ 1" 6" FLEVAllON. NOTES: 1. ALL ARCHITECTURAL FOAM TO BE WITH TOP COAT CEMENTICIOUS MATERIAL 2. USE PRECAST CEMENT ILO FOAM/EPS FOR ALL DECORATIVE BANDS, SILLS, HEADERS, ETC. LARGER THAN 4" WIDE X 1" DEEP. D 4 PASCUAL &PEREZ KILIDDJIAN ��C��U�� ~~x��o�� ARCHITECTS. PLANNERS '^~,.,",^ LICENSE #AA26WQ1357 EDGARD° PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE : 592-1363 FACSIMILE : (305) 592-6865 http://www.ppkarch.com 4 ASSOCIATES, ARCHITECTS - PLANNERS The architectural design and detail drawings of this building and/or overall project aro the legal property or, and all rights are reserved by the 4/chltect. Their use for reproduction, construction a distribution is prohibited unless authorized in writing by the Architect. REVISIONS: STANDARD PACIFIC HOME 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954)B8-3522 SEAL S.F.H. DETAILS DATE : 05.10.13 SCALE: AS SHOWN DRAVVN: J.M. CHECK BY: EP JOB NO. : 12-09 D 19 D-3 SHEET NO. : GENERAL NOTES PRIOR TO START OF CONSTRUCTION: GENERAL CONTRACTOR AND ALL THE SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 2 IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY TI -4E ARCHITECT/ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. APPLICAeLE CODES AND GUIDELINES: 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2010 AND APPLICABLE FEDERAL, STATE, LOCAL REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. 2. THE FLORIDA ACCESSIBILITY COPE FOR BUILDING CONSTRUCTION (OCTOBER I, 1991 EDITION AND LATEST AMENDMENTS), TI -4E DEPARTMENT OF COMMUNITY AFFAIRS, THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS AND THE AMERICAN NATIONAL STANDARD ACCESSIBILITY (ANSI 111.1-1985) GUIDELINES, SHALL BECOME PART OF THESE DRAWINGS AND SPECIFICATIONS. 3. THE A.I.A. GENERAL CONDITIONS, THE SUPPLEMENTAL GENERAL CONDITIONS AND GENERAL REQUIREMENTS AS AMENDED BY OUJNER SHALL BE CONSIDERED AN INCLUSIVE PART OF THESE SPECIFICATIONS AND OR DRAWINGS. ALL SUBCONTRACTORS AS WELL AS THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL APPLICABLE SECTIONS OF THESE DOCUMENTS WITH REFERENCE TO THEIR RESPECTIVE AREA OF WORK IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ADVISE AND INFORM HIS SUBCONTRACTORS AND SUPPLIERS OF ALL OF THESE REQUIREMENTS, ARCHITECTURAL PLANS STATEMENTS: 1. ALL DIMENSIONS SHALL BE CONSIDER 'NOMINAL' UNLESS OTHERWISE NOTED. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DRAWINGS. 2. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING, 3. SUBMIT 3 SETS SHOP DRAWINGS FOR THE ARCHITECTS REVIEW OF ALL ITEMS REQUIRING FABRICATION. DO NOT FABRICATE UNTIL APPROVED. 4. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING, SIZES, NOTES, DETAILS AND SPECS ON FOUNDATION, TIE -COLUMNS, COLUMNS, SLABS, STRUCTURAL BEAMS, DROP BEAMS AND REINFORCED MASONRY JOE5 SITE COORDINATION: 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK 2. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENTS. FOUNDATIONS: 1. FOUNDATION DESIGN 15 BASED ON A SOIL BEARING CAPACITY SHODUN ON THE SOIL STATEMENT REPORT REFLECTED ON THE FOUNDATION PLAN (2000 PSF MIN.) . 2. COMPACTION: BUILDING SITE SHALL BE CLEARED OF ALL ORGANIC TOP SOIL AND FILL FOR SLAB, FILL SHALL BE CLEAN SAND OR SAND LIME ROCK MECHANICAL COMPACTED IN 6' MAXIMUM LAYERS AT 95% DENSITY IUITH A HEAVY VIBRATOR ROLLER WITHIN A DISTANCE OF 5' BEYOND ALL FOOTING AND SLAB EDGES, DENSITY AND FIELD TESTS SHALL BE TAKEN, 3. ALL FINAL SURFACE GRADING SHALL BE COMPLETED TO FACILITATE POSITIVE DRAINAGE AWAY FROM THE BUILDING, REFER TO PAVING AND DRAINAGE PLANS. 4. PROVIDE TERMITE TREATMENT OF SOIL UNDER ALL FOUNDATIONS AS PER FBC 2010. PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR WATER NEATER OR ELECTRICAL PANEL. ALL PIPING CONDUIT UNDER SLAB SHALL BE A MINIMUM OF 2'-0' CLEAR OF UNDERSIDE OF FOOTING. MATERIALS: ALL MATERIALS, FINISHES, PATTERNS AND COLORS SHALL BE APPROVED OR SELECTED BY THE OWNER/ARCHITECT AND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR REFER TO FINISH SCHEDULE AND SPECIFICATIONS NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OWNER/ARCHITECT, WHERE APPROVED EQUAL 15 USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGMENT AND APPROVAL OF THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR COMMENCING UJORK, SUCH REQUESTS 51-1ALL INCLUDE TI -4E DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE OWNER AND ANY ANTICIPATED DELAYS CAUSED BY SUCI-k CHANGES. ALL REINFORCEMENT SHALL BE 60,000 PSI MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM 4515 GRADE 50. ALL BAR LAPS SHALL HAVE A MINIMUM OF 35 BAR DIAMETER PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. USE CORNER BARS IN ALL FOUNDATION CORNERS TO MATCH REINFORCEMENT SIZE AND SPACING. 4. ALL STRUCTURAL STEEL SHALL BE ASTM 4-36 STEEL ALL BOLTS 51-IALL BE ASTM A-325 GRADE. ALL ANCHOR BOLTS SHALL BE ASTM 4-301 GRADE. ALL STRUCTURAL STEEL SHALL BE FREE OF SCALE, RUST, OIL AND OTHER DELETERIOUS MATERIAL 6. ALL TIMBER SHALL HAVE A MINIMUM FIBER STRESS OF 1,250 PSI UNLESS OTHERWISE NOTED ON DRAWINGS. i. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE GALVANIZED ANCHOR SEAT. STRUCTURAL WOOD: QUALITY OF WOOD TO CONFORM WITH FLORIDA BUILDING CODE 2010, CHAPTER 23. WOOD SHALL BE OF A GRADE NOT LESS THAN 1000 PSI OF NOMINAL EXTREME FIBER STRESS. 9. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIALS SUCH AS MASONRY OR CONCRETE 51-IALL BE PRESSURE TREATED. 10. MASONRY SPECS: ALL BLOCK UNITS SHALL CONFORM TO ASTM C-90 STANDARD SPECIFICATION FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS. MORTAR TO CONFORMING TO 45TM G-210 TYPE M. 11. PRODUCTS FOR MASONRY STRUCTURES: CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI 530.1-95/ ASCE 6-96/TMS 502-95), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 12. ALL i-ETAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED METAL STUDS MINIMUM, UNLESS OTHERWISE NOTED, EXCEPT THAT STEEL STUDS SUPPORTING HANGING (FIXTURES, CABINETS, GRAB BARS, MONITORS OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED METAL STEEL STUDS AT 16' O.G. MAX. AND IN COMPLIANCE WITH FEC 2010. GENERAL CONSTRUCTION REQUIREMENTS: I. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL ACCEPTABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-514/UL 1419. INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE WATERPROOFING TREATMENT OVER AT ALL EXPOSED CONCRETE SLABS AT BALCONIES AND TERRACES. 3, PROVIDE FIRE STOPPING TO CUT OFF CONCEALED DRAFT SPACES BOTH VERTICAL AND HORIZONTAL. FBG 2010 4, PROVIDE FIRE STOPPING TO CUT OFF CONCEALED DRAFT SPACES BOTH VERTICAL AND HORIZONTAL. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM, AND SIDES OF SLIDING POCKET DOORS. 5. PROVIDE 12' HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. CONTRACTOR SHALL PROVIDE SEPARATE BIDS FOR COPPER AND PVC WATER LINES. 1. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW, 8. STRUCTURAL WOOD, SUCH 45 4 X 415 OR 4 X 6S SHALL BE DOUGLAS FIR 2 X 4'5 USED FOR STRUCTURAL WOOD POST COMPOSITE, YELLOW SOUTHERN PINE 12 OR BETTER ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS SHALL BE SECURED WITH APPROVED METAL STRAPS, CLIPS AND ANCHORS AT CONNECTIONS IN ACCORDANCE UJITH FBC 2010 10. ROOF TRUSSES AND JOISTS SHALL BE PROVIDED WITH PERMANENT CROSS/LATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH FBC 2010 12. ALL ROOF TRUSSES SHALL BE ANCHORED AT EACH END TO CONCRETE BEAM OR NAILED ro TOP PLATES WITH THE APPROVED STRAPS SPECIFIED AT THE STRUCTURAL PLANS IN ACCORDANCE WITH FEC 2010 FOR MINIMUM CONCRETE COVER OVER REINFORCING STEEL REFER TO STRUCTURAL PLANS DESIGN CRITERIA CONCRETE SLAB- - ROUND) LAB--- ROUND OFF TOP • 4' ROUND STEEL PIPE BOLLARD PAINTED W/ ANTI-COROOSIVE -WARNING YELLOW PAINT - 12'x12'xI/4' STEEL PLATE WELDED TO POST UJ/ (4) 0I/25(3' LONG ANCI-AOR BOLTS BOLLARD DETAIL N TO SCALE L `w /-4" X 18 GAUGE METALS S, • o.c. CONNECT w/ (2)'12 TECK'S 8' LONG, 4' TO SLAB w/(2) 4'X25 • 3'-0' TOP +� , .:QCT .131XY4' PAF T S 8, T STUP TTOM w/ (3) 4112 TECK'S 4' X 25 GAUGE METAL STUDS, TYPE B GALVANIZED • 24' o.c. 4'X25 CONTI w/0.131X34'1.4 CEILING '+ w/•12 TI T TI PAF CT TO LG GS • 6' O.C. .-- STUCCO FINISH ON PAPER BACK METAL LATH, ON }' CDX PLYWOOD SHEATING. ATTACH PLYWOOD 51-ITG TO STUDS WITH "12 TEKS SCREWS 6 5' 0.G, AROUND PERIMETER AND AT INTERMEDIATE SUPPORTS. WOOD TRUSS L3Y OTHERS FIBERGLASS INSULATION ADHERED TO 5/5' PLYWOOD. SHEATHING. (1) LAYER OF GYP. BOARD ADHERED TO PLYWD. SHT. (COORDINATE THICKNESS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL �2% SCALE: 3/49 0 1940'9 - UJ00D CASING AT SIDE 5/8' PLYWOOD 51-4T. DCARD -- ANCHORAGE BY SCREEN ENCLOSURE COMPANY • • NOTES: • 00.0 Oo 0 o o 2 o`� 00'" 0 p O.oQ a90J -°_� MIN. 12' WIDE X 12' DEEP CONCRETE W/ 2 "5 CONT, CURB SET 1/4' (1 MM) BELOW TOP OF PAVERS AND CONTROL JOINTS 9 15' (5 M) 0.0, CONCRETE PAVERS 2 3/5' (60 MM) MIN. THICKNESS 12' (300 MM) WIDE GEOTEXTILE ALONG PERIMETER TURN UP AT CURB (DO NOT COVER TOP OF BASE) I' TO 1 I/2' (25-40 MM) BEDDING SAND COMPACTED AGGREGATE BASE 6' (150 MM) MIN. DEPTH COMPACTED SOIL SUE:GRADE I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH TYPE OF SOIL SUBGRAPE AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. 4. CONSULT ICPI TECH SPEC 2 AND G5I MANU SPEC FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE, SOIL AND BASE COMPACTION. 5. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED. CONSULT ICPI TECH SPEC 3 FOR APPLICATION GUIDELINES, TYP. PAVER Ok COMP. AGREGATE BASE DET. SCALE 34" 19•0'9 3/15' X P'' 4 TAPCONS THRU WD. BUCK 11/4' MIN. EMBED INTO CONC. BLOCK (SEE INSTALLATION 45 PER MANUFACTURE) P.T. WOOD BUCK i-- CLEAR SILICONE ADHESIVE BEDDING COMPOUND .4111111111111 MINIM EXTERIOR GRADE PERIMETER CAULKING WINDOW JAMB DETAIL NOT TO SCALE 3/15' X P/4' 4 TAPCONS THRU WD. - BUCK 114' MIN. EMBED INTO CONC. BEAM (SEE INSTALLATION AS PER MANUFACTURE) EXTERIOR GRADE PERIMETER CAULKING d- a CI - TEMPERED GLASS P.T. WOOD BUCK 4 CLEAR SILICONE ADHESIVE BEDDING COMPOUND WINDOW HEAD DETAIL NOT TO SCALE EXTERIOR GRADE PERIMETER CAULKING EXTERIOR GRADE PERIMETER CAULKING a INTERIOR PERIMETER CAULKING FINISH SILL. 3/16' X 134' 4 TAPCONS 11/4' MIN. EMBED WINDOW SILL DETAIL NOT TO SCALE 4' •Qa C 2° X 4' WOOD BACKING AT TOP OF WALL CABINET BASE CABINET TOP OF PLATE 2' X 4' WOOD BACKING AT TOP OF BASE CABINET BASE CABINET SECTION VIEUJ NOTES a 4- 4 SECTION VIEUJ PROVIDE BACKINGS FOR WALL CABINETS AGAINST MTL. PARTITIONS AS FOLLOWS: I- A MINIMUM OF 2' X 4' HORIZONTAL WOOD MEMBER SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG AND BASE CABINET AS SHOWN, SECURELY FASTENED TO NOT LESS THAN 2 STUDS 2- PROVIDE DOUBLE MTL. STUDS OR SINGLE 20 GA. MTL. STUDS 9 16' Q.G. e KITCHEN WALL CABINETS 4 ANY OTHER LOCATION WHERE THERE ARE HUNG CABINETS. zWOOD BACKING DETAIL D-2/ SCALE: 3/499 190099 EXTERIOR GRADE PERIMETER CAULKING HEAD SILL EXTERIOR GRADE PERIMETER CAULKING REFER TO FLOOR PLANS 4' "10 X P4' F.H./ PHI. -SMS THRU U100D BUCK W/ 1' MIN. EMBED INTO CONC. `BEAM (SEE INSTALLATION A5 PER MANUFACTURE) --- II 11 11 11 11 11 11 11 11 11 11 - 1 BY P.T. WOOD BUCK CLEAR SILICONE ADHESIVE BEDDING COMPOUND TEMPERED GLASS Q (n d tT -- 3/6' 4 'TAPCON' OR APPROVED d CONC. FASTENER WITH I' MN. CONC. EMBED, e 5' FROM CORNERS AND 24° O.C. MAX. t j 7,1 NOTE: WINDOW AND SLIDING GLASS DOOR INSTALLATION SHALL BE IN ACCORDANCE UJITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL. SLIDING GLASS DOOR DETAIL NOT TO SCALE PASCUAL PEREZ KILIDDJI/ & ASSOCIA- ARCHITECTS • PIANI LICENSE # AA 2600 EDGARDO PEREZ , LICENSE No. : AR 001 MARIO P. PASCUAL LICENSE No. : AR 000 PETER KILIDDJIAN, LICENSE No. : AR 009 AT THE BEACON CEI 1300 NW 84th AVE DORAL, FLORIDA TELEPHONE : (305) 592 FACSIMILE : (305) 592 http://www.ppkarch, COPYRIGHT© PASCUAL, PEREZ, Kit_ ASSOCIATES, ARCHITECTS - 1.1_4 The architectural design and detail c of this bulldinrj and/or overall protect legal property of, and all rite are r by the Architect. Their use or•pro conetn,ctlon or dletrlbutlon Is prdtcbite authorized in urltlrg by the Architect. REVISIONS: 7.2912 BLDG. DEPT. OWNER: STANDARD PACIFIC HO 2000 NW 150 AVENUE PEMBROKE PINES, FL 33( PHONE (954) 538.3522 DETAILS DATE : 0` SCALE : AS SH, DRAWN CHECK BY: JOB NO. : D-2 SHEET NO. : 35/a' TOP CHANNEL UJ1TH '10 DRYWALL SCREUJS e EACH TRUSS OR 24' 0.C. 1/2' DRYWALL ON FACIA SIDE OF PARTITION 35/e' BOTTOM CHANNEL (25 GA.) SECURED TO SLAB 1J1TH 5/6 STUD NAILS 16' O.G. MAX. 4 4 -AC 4. 4 4 4 .4 SECTIO \I V I El '' DRYWALL CLG LINE (REFER TO ---- FLOOR FLAN) 4 SCREWS e a. 0.C. TO VERTICAL EDGES, TOP AND BOTTOM, RUNNERS e 12° 0.0, TYE' 90 DEGREE CORNER BEAD 35/81 MTL. STUDS 6 24' 0.0. UJOOD BASE FIN, FLOOR al 4 A <1 • • METAL STUD PARTITION DETAIL SCALE 3/44 19-059 PROVIDE R-19 INSULATION - ABOVE GARAGE AREA UNDER A/C LIVING SPACE, 5/E5' GYPSUM E304RD CEILING ON METAL HI -HATS FASTENED TO TRUSSES AT 24' 0.0. MAX. 3%° TOP CHANNEL WITH "10 DRYWALL SCREWS e EACH TRUSS OR 24' O.C. 1/2° DRYWALL ON EACH SIDE OF PARTITION USE R-11 BATT INSULATION DETUJEEN STUDS GA 3543' BOTTOM CHANNEL (25 GA.) SECURED TO SLAB WITH 543, STUD NAILS 16' 0.C. MAX. STEP DOUAN S GARAGE SLAB REFER TO STRUCT. DUJG5. 4. 4 0_ LU LU (f) 4. 4 SECTION VIEJJ • 4 54/' GYPSUM BOARD CEILING ON METAL 1 -41 -HATS FASTENED TO TRUSSES AT 24' 0.0. MAX. 543' DRYWALL CLG LINE (REFEfR TO FLOOR PLAN) SCREWS e a. O.C. TO VERTICAL EDGES, TOP AND BOTTOM, RUNNERS e 12' O.C. 3' MTL, STUBS S 24' O.C. TY P. W DEGREE CORNER 5E41) HOUSE WOOD BASE FIN, FLOOR . • dl • A 4 TYPICAL INSULATION AT GARAGE SCALE: 3/49' 19-099 ••• SHOWER DOOR TEMP. GL. SHOWER ENCLOSURE REFER TO FLOOR PLANS RECESS SLAB 4' FOR SHOWER ENCLOSURE CERAMIC TILE TOP OF CONC SLAB Lik ELEV. 01-0'12 4' CERAMIC TILE EXISTING EXTERIOR 0f.35 WALL 40 MILLS SARLOY VIMYL WATER PROOFING, EXTEND VINYL 10' UP MANSORY WALL 5' X 11' THICKENEND FTG. I *5 CONT. 6' X 6' 10/10 W.W.M. DOUBLE MESH 2-6' LONG INTO THE SLAB VAPOR BARRIER DRAIN EE FOUNDATIO FOR SIZE AND REINFORCING NOTES -SHOWER / BATHTUB COMPARTMENT SI-IALL HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT, NONABSORBENT AND WATER-RESISTANT MATERIALS (GREEN GYPSUM WALL BOARD NOT ACCEPTABLE) TO A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE TI -4E COMPARTMENT FLOOR AT THE DRAIN, AS PER FC. 2010 RECESS SHOWER DETAIL SCALE: 3/49' CEMENT ITIOUS FINISH 2 x P.T. UJOOD 15UCK- .. SET IN CAULK ESED PVC CORNER BEAD BRICKMOLD WOOD/ FIBERGLASS DOOR AND FRAME -- SHIM SPACE UUD. CASING ... ENTRY DOOR BUCK DETAIL NOT TO SCALE 2'sx6' P.T. LUOCD JAM'UCK SHALL, BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE SEE STRUCT. DRAWINGS FOR ATTACHMENTS TYPE. GARAGE OVERHEAD DOOR STOF MOLD,Iss'+G REINFORCED CONC. MASONRY UNIT REFER TO STRUCTURAL DILIGS. ANCHORS SIZED AND SPACED 45 PER PRODUCT APPROVAL INSULJ FURRING SPACE 1/2' GYPSUM WALLBOARD FILLED CELL OR CONCRETE COLUMN. REFER TO STRUCTURAL MUGS. NORM NUMMI JAMB DETAIL AT GARAGE SCALE: 1'1/2 19-099 STUCCO FINISH ON CONC. BLOCK TILE SET OVER ADHESIVE SKIM COAT CEMENT BOARD (DUROCK) — OR APPROVED EQUAL BACKING BOARD PAPER -BOUND EDGE FLEXIBLE SEALANT SHOWER RECEPTOR 35/6° MTL STUD OR 2'X4' UJOOD STUD 1/4' GAP ---- 40 MILLS SARLOY VINIL 4 • 4 • 4 FLOOR SYSTEMS SEE DRAWINGS NOTES -SHOWER / BATHTUB COMPARTMENT SHALL HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT, NONABSORBENT AND WATER-RESISTANT MATERIALS (GREEN GYPSUM WALL BOARD NOT ACCEPTABLE) TO A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN, AS PER FBC. 2010 SHOWER DETAIL SCALE: 3/499 SPANISH CEMENT TILE ROOF FOR ELEV 'A 4 5'. FLAT CEMENT TILE ROOF FOR ELEV '0' ON I LAYER 900 MINERAL SURFACE c)T MOPPED TO I LAYER 30* ASPHALT FELT TIN -TAGGED TO 19/32' CD PLYWOOD, EXPOSURE I, SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD 61-4EATHING, NAILING SPACING AND TYPE, FASTENING OF THE TILE SHALL COMPLY WITH MANUFACTURES PRODUCT CONTROL APPROVAL PREFAB ENG. WOOD ROOF TRUSSES 6 24' 0.0. AS PER MANUFACTURE SPECS, NOTE: ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. FC 2010 --GALV. METAL SEAT 4 STRAP (SEE STRUCTURAL DRAWINGS FOR TYPE, SIZE, 0 oF NAILS 4 DETAILS) 2'X4' PT. CONT. ANCHORED UJ/ 3/16' 3' LONG. TAP. CONS 6 16' 0.0. F2-30 FIBERGLASS NSULT- BLOWN INSULATION FOR ROOF PITCH 5:12 OR LESS, BATT INSULATION FOR MORE THAN 5:12 AND WHEN ATTIC: ACCESS 15 NOT PROvIDED. GYPSUM 50ARD CEILING ON METAL HI -HATS FASTENED TO TRUSSES AT 24' 0.0. MAX. BOND SEAM REFER 70 STRUCTURAL PLANS FOR SIZE AND REINFORCEMENT TOP oF BOND BEAM ELEV. + CONT. 26 GALV. MTL, DRIP STRIP ON l'X2' P.T. X. NAILER W/ 24L_v. fROOF NAILS 6 4' 00. LAP 4' *3 PERIMETER AND WRAP AROUND AND LAP A MIN. OF 5' AT CORNER -----2'x5' SMOOTH FINISH PRE -PRIMED UJOOD F45014 W/2 -16d GAIN. NAILS 1'42 3/32' TYP. (U.ON.) MIN. TO EACH TRUSS. SEE ROOF PLAN 1X2 P.T. FIRESTOp e CEILING 1 -IGT. PERIMETER AND NOT To EXCEED HORIZONTAL INTERVAL5 OF 8'-0' AS PER FBC 2010 1/2' DRYWALL ON I X 2 P.T. WOOD FURRING STRIPS 6 24' 0.0. (PROVIDE R-4.1 MIN. INSULATION IN CAVITY ON PARTY WALLS) 1X2 P.T. UV. NAILER WOOD BASEBOARD -- 4' REINFORCED CONCRETE SLA5 WITH 6X6-1.4XI.4 WELDED WIRE MESH OVER 6 MILL VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. (SEE STRUCTURAL DUJG5 FOR DETAILS) • • ilj I 1 I 1 I I- 1 I I -I II III 11 VAPOR BARRIER STUCCO SOFFIT NOT LESS THAN !/2' TOTAL • THICKNESS OVER FELT MTL LATH LAPPED NOT LESS THAN I' 4 FAST UJ/ 3/8. HEAD GALV • NAILS (2 PER SF MIN.) AND CONT. 4' WIDE LONG SCREENED VENTS OPENINGS 1.11/ WIRE MESH CORROSION RESISTANT 1/13' MAX OPENING. SEE ROOF PLAN FOR VENTILATION REQUIREMENTS 4 CALCULATIONS), AS PER FBC 8'X8'XI6' CONCRETE MASONRY UNIT (REFER TO STRUCT. DUJG5 FCR VERTICAL HORIZONTAL. REINFORCEMENT LOCATION AND SPACING. TWO COAT STUCCO FINISH ON 5' CONCRETE. 5LOCK. MIN. 1/2' THICKNESS AS PER FEC 2010 - I 1/2' RECESS AROUND PERIMETER ToF OF GONG. 5LA5 ELEV. ± 01-0' • -I 111-11 I I MONOLITHIC CONC. FOOTING (REFER TO STRUCTURAL PLANS FOR SIZE AND REINFORCING TYP. WALL SECTION DETAIL SCALE Me 1 SPANISH CEMENT TILE ROOF FOR ELEV 'A 4 5'. FLAT CEMENT TILE ROOF FOR ELEV '0' ON 1 LAYER SO° MINERAL SUWACE HOT MOPPED TO 1 LAYER 30* ASPHALT FELT TIN -TAGGED TO 19/32' CD PLYWOOD, EXPOSURE 1, SHEATHING REFER TO STRUCTURAL DRAUJINGS FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE. FASTENING OF THE TILE SHALL. COMPLY WITH MANUFACTURES PRODUCT CONTROL APPROVAL TRUSSES 6 24' 0.0. 45 PER F,REFA5' ENG. UJOOD R°°F ....... . 444 ............ . ... 04 ...... 4, .. tttt tt tttttt ttttt 6 t 441: (SEE ELEV.) VAR ES .MARIN0UFFAETIEURGRENOLT45:CINILT- E3LC7UN 00E5 5 PR°VIEDED' MORE THAN 5:!2 AND WHEN ATTIC INSULATION FOR ROOF PITCH 5:12 OR LESS, 54TT INSULATION FOR NOTE: ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEvELoPED INDEX OF NOT MORE TI -IAN 450. F150 2010 GALV. METAL SEAT 4 STRAP (SEE STRUCTURAL DRAWINGS FOR TYPE, SIZE, " OF NAILS 4 DETAILS) '0 LU 07 I-1-1 tr/ '•- . 4, TOP OF 50NO BEAM • ELEV. +20-4' /8' GYPSUM 504RD CEILING ON METAL 41-H4T5 FASTENED TO TRUSSES AT 24' 0.0. MAX, -- 1X2 P.T. FIRESTOP 4D CEILING 1 -IGT. PERIMETER AND NOT TO EXCEED HORIZONTAL INTERVALS OF 5-0' AS PER F50 2010 BOND BEAM REFER TO STRUCTURAL PLANS FOR SIZE AND REINFORCEMENT DRYWALL ON I X 2 P.T. WOOD FURRING STRIPS s 24' 0.0. (PROVIDE R-4.1 MIN. ALUM. FOIL INSULATION) IX2 P.T. WD. NAILER WOOD E45E504R0 2''x2' CONT. 26 GALV. MTL. DRIP STRIP ON l'2<2' P.T. WD. NAILER UJ/ 2d GALV. ROOF NAILS 6 4' 0.0. LAP 4' PERIMETER AND WRAP AROUND -AND LAF' A MIN. OF 5' AT CORNER •' -2.X5' SMOOTH FINISH PRE -PRIMED YP. (U.ON.) WOOD F45014 111/2-16d GALV. NAILS ROOF PLAN MIN. TO EACH TRUSS, 3/4' MIN. GYP -CRETE ON 3/4' T4G PLYWOOD DIAPHRAGM UJ/ I0d RING SHANK NAILS s 6' 0.0. NT. SUPPORTS AND 4' 0.0. AT PANEL EDGES. EDGE BLOCKING 2` NOMINAL. BONE) TO WOOD. TRUSSES LI/ ADHESIVE CONFORMING TO 4F-01 SPECIFICATIONS 5Y THE AMERICAN PLYWOOD ASSOC. 1.11.1.1..U_I-U_W_ULLILL1.1_1111111.1_11.4147_1.14.LLU..1_1114 hal PREFAB ENG. WO TRUSSES 6 24' 00. • • E•II3' GYPSUM EOARID CEILING ON METAL 1-4I-H4TS FASTENED TO TRUSSES AT 24' 0.0 MAX. I2<2 P.T. FIRESTOP s CEILING HGT. PERIMETER AND NOT TO EXCEED HORIZONTAL INTERVALS OF 8-0' AS PER FBC 2010 /2' DRYWALL ON 1 X 2 P.T. WOOD FURRING STRIPS s 24' 0.0. (PROVIDE R -4.I MIN. INSULATION IN CAVITY ON PARTY WALLS) I' X 2' P.T. WI). NAILER UK)01D BASEBOARD 1-111 IF111:-11 1r Ill_ Ill__ ---- PT. CONT. ANCHORED W/ 41 3' LONG. TAP. CONS 0 16' Q.C. STUCCO SOFFIT NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MIL LATH LAPPED NOT LESS THAN 1' 4 FAST W/ I 1/2' HEAD GALV N4L5 (2 F'ER 5F MIN.) AND CONT. 4' WIDE LONG SCREENED VENTS OPENINGS UJ/ WIRE MESH CORROSION RESISTANT 1/8' MAX OPENING. SEE ROOF PLAN FOR VENTILATION REQUIREMENTS 4 CALCULATIONS). 45 PER FE30 5'XVX1' CONCRETE MASONRY UNIT (REFER TO STRUCT. DOGS FOR VERTICAL 4 HORIZONTAL REINFORCEMENT LOCATION AND SPACING. TWO COAT STUCCO FINIS I-1 ON 5' CONCRETE. 5LOCK. MIN. 1/2' THICKNESS AS PER F5G 2010 -- REFER TO STRUCTURAL PLANS FOR SPECS. AND DETAILS RECESS / ,4ROUND PERIMETER TOP OF 0000 TRUSS ELEV. + 11-0' f3OND BEAM REFER TO STRUCTURAL PLANS FOR SIZE AND REINFORCEMENT 2 HOUR FIRE RATING: 5' CONC. ELOCK WALL (TYP,) RINKER (T014) NO. 5-2-014 OR APPROVED EQUAL WITH ASTM 0210 MASONRY MORTAR, TYPE M. vxa'xv CONCRETE MASONRY UNIT (REFER TO STRUCT, D11.5 FOR VERTICAL 4 HORIZONTAL REINFORCEMENT LOCATION AND SPACING. TWO COAT STUCCO FINISH ON a' CONCRETE. 5LOCK. MIN. 1/2' THICKNESS AS PER F5C 2010 UJF11;11-1" I 1 1-±r I 1 1 1---I 1 III III III 111- TYP. WALL SECTION DETAIL SCALE: 3/4' 4L TOP OF CONC. 5L45 ELEV. MONOLITHIC CONC. FOOTING (REFER TO STRUCTURAL. PLANS FOR SIZE ANCI REINFORCING PASCUAL PEREZ KILIDDJIAN • • & ASSOCIATES ARCHITECTS • PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORM., FLORIDA 33126 TELEPHONE: (305) 592-1363 FACSIMILE: (305) 592-6865 http://www.ppkarch.com COPTRJGHTID PACUAL, PEREZ, KJLIIDIDJIAN 4 4SEOC4TE6, ACHITECT5 - PL4NNEf3 The architectural crewel and detail drawings of this building ancl/or overall proct are the II property of, and all rights are reaerved by the Achitect. Their uee for rproduction, cortatruction or dlistributIcn ia prohibited unioss uthor!zd In urlting by the Achitct. REVISIONS: OWNER; STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE (954) 538-3522 • SFH. LL TYPICAL WALL SECTIONS AND DETAILS PARKLAND, FLOR 0 DATE: 05.10.13 SCALE: AS SHOWN DRAWN: JM CHECK BY: EP JOB NO.: 12-09 D-1 SHEET NO.: SELEC IION BASED ON: NOM TONS CU -1&2 2.5 DESIGNA {ION CONDENSING UNI T SCI --11; DOLE CARRIER COMPRESSOR DA TA I' AN MOTOR EFFICIENCY ELECTRICAL DA TA VOLTS WT. DIMENSION MODEL NUMBER RLA. I....RA. h-1. P. AMI SEER COP PHASE. MCA MOCP (LK) H X W X 1 ___.... CA16NA03000G 12.8 64.0 1/10 0.75 16.0 N/A 230/10 16,8 25 150 31 1/4 X 31 1/4 X 31 3/4 SELECTION BASED ON: CARRIER NOM DESIGNA TION 'TONS MODEL NO. AHU-1&2 2.5 FX4DNFO37 AC # 1 &2 PLENUM: SUCTION LINE: LIQUID LINE: CONDENSATE: CF M HLA 1E2 SI_JH'PLY 8KWBRKR 1000 AIR HANDLING UNIT SCETEDULE AN DA TA FAN MO TOR CAPACITIES (MBH) SI RIP HEA ELECTRICAL DATA CFM 1-: XT, S.F. 1 .:00LING HEATING VOL TS I 11 ER WI. DIMENSION 0.3. 18. W.G. HP. i'-\ MPS ' TOTAL -.)i-INIS. LA 1. 52.TAi. K. W, 5 Ir HS 5 5 ASIL..-.'siir'S MCA MOCL" (LOS) h X IN X L .4 1/2 4.1 29.4 21.5 7.9 25.9 7.8 1 230/10 32.0 48.0 50 157 53 1/2 X 21 1/8 X 22 ......... . .............. . .... 19"X.12" A 7/8" COPPER W/1/2" CLOSED CELL INSULATION 3/8" COPPER 3/4" PVC SCHEDULE 40 THE DESIGN PLANS AND SPECIFICATIONS - INDICATED OR REPRESENTED BY -1T-IIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC, AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN 'CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN 1-5.--_RMISSI ON (:)E ENGINEERED AIR DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT LAN CHANGE DUE TO FIELD CONDITIONS. CEILING S'IRUCTURE COND. LINE TRAP REF. AHU LINES P PLY tl"AlF-- DUCT WATER SENSOR SWITCH ATTACHED TO ..3ECONDARY DRAIN 05 /\HU. SENSOR SWITCH IS WIRED INTO , SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE. HIGH. Z I RETURN AIR ALUMINUM METAL STAND - SWITCH WATER SENSOR DETAIL .17 !c-C/U TIE DOWN T6' COMPLY WITH BCM(?Oi 301.1 APP.ROVED BMP TIE DOWN CLIPS ONE CLIP PER SIDE 2-1/4" SCREWS TO 3. 2-1/4" TAPCONS TO BMP CLIP 2X4 GALV. CLIPS FLA PRODUCT APP.# FL14239 CU MOUNTING DETAIL, ----AN- 4" MIN. -NE A[111 z PRMIDE 4" ML 1.JM (:LEARACE ON A f,E SIDES 05 ATIL CLOSET INT DIM TO 1315 12" -FHA N AHU AS l'IR M1305. LI MIN. 4" SLAB PAI) AT MIN FLOOD LEVEL ELEVATION BEDROOM #2 - 4" CEILING 1 00 T M 7f..:=a*.. • IWO RA__ GDEF-1, M.BATH CEILING 9 "0 (1) ------ 1ST 512)02 A • • - n • - . -• • -------- l"/ N \;`,. M110- -7 0 \\ CEILI, 5> 0< IW (1'1( NOTES: --- 10"0- HALL 10" CEIIII_NG 625,-1 W '10 01/151 2. POWER AND CONTROL WIRING BY EX. EXHAUST FANS SUPPIAED ANI) INSTALLED BY E.A. :3. ROUTE CONDENSATE DRAIN ITNE TO PERVIOUS AREA 4. ALL REGISTERS MIN. 8" OFF WALL. 5. .ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANC E OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" 'TUCK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9, THERMOSTATS TO BE DGITAL PI)CMAAIMABLE. 8"0-- 4-- 25 (1551 \ F4 WO- \ 9'-4" CEIL.IN "O MASTER SUITE 10'----4" CEILING MX M 1 W 175 (' NI -,•---•-,, Er= 1"10 GAME ROOM 0°,,-1" CEILING SCALE: 1/4. 12.212 4W 225 CFNI ,.+1 //151 STA NE)---" IIY (LC, R/A l)112)W 3111.1 it2 OX 1381) IlY (LC. R/A 1351,)V‘I 3110 1,2 -12110-4 16216 RA 4"57»-» 4 625-155 5 25 CI M BA H #2 0511 INC 10.210 RA 225-15V 100 01 51 51"0 0) BEDROOM #3 --0()1< 9' - 4" CEILING 1.1'1 626-1W 2301-51 0 Fili V Tr, 5"/ 10210-1W 125 0521 REDROOMIIM RA 9'-4" CEILING 5 (1162 01.1/11 81-1 )12 11/ \V/ DRYER BO, & 15(2.3050... BEDROOM #5 CEILING 5'14) 528 1W 100 ( '1- M 021/) RA EF BROAN 11784 (i1), 80 CFM W/4"(1 V.T.O. FLEX DUCT LOCATION SHOWN IN PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORK DESIGNED AS PER ACCA MANUAL D. 1 1 1 LI 1111 1111111H TOOT:BATH 9°---4" CLILING OX6-1 W _50 0551 7.= PANTRY • AUNDR --,4" 0E1511 OPTIONAL --- 38"x94"x47: PAD ----- AT MIN. FLOOD= LEVEL ELENT oprnwq. sliFivIaE pH. 48"248" CON O. ['AL) OPTIONAL ---- --- 114.1 ( 'l-5/ IfFA111-4Z )210 RA 825-1W 115 CFM CASUAL DINING " CEILING REF. LINE A/C 1&.2 \ IX 51..0(4R \spAci:, KO - (CONC, PAVERS FYP.) IIiL LANAI 9'.--4" CEILING 14"O FROM 31 0)//1 *PO-- 7111. DROPPED CEILING' 8'-0" CLG HEIGHT` 5"0--\ 6"0- ------- ---- 161'0 TO 130110M-- 01 A11111/1 KITCHEN 7'414" CEILING 24X151).A.. 10 AfIlLN1 90- 111_11111 1_1 1 11111.1 1111 1 1 2 CAR GARAGE - CE.:ILIN'_.; (CONC. PAVERS 1-""- 1 SCA. 1: 1 /4 -- 1' 111111 111_111111111 50-121 KO V.11.0. <'13/2.10 0311 N T-4" CLUNG FOYER 05151G 9-2.5" CEILING MP' IROM ABV. :I11117 00 07 10210-4W 200 (2551 FAMILY ROOM 9'---4" CEILING --1.10X10-4W 00 C 5N1 0' a" CEILING DINING ROOM 9'--4" CEILING 10210-15V 100 (11-54 105) COVERED ENTRY I TT 11'----6" CEILING (CONC. PAVERS 1-YP.) 11. C.),, V <, 0X10 175 (11121 LIVING ROOM 4" CEILING 8' 5" CEIUNC , ... COND. 1.115E 30 //1&2 51<54 INAlI-. MIX. 12" OH WALL n 1 51,31)0(1 by Dennis Puff s (1(1731', ,110..04 12:22:17 -040(1' Duff PLAN HISTORY ItAMBEERNES DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS A VENUE POMPANO 8V1C11, FLORIDA 33064 PHONE: (954) 974-7277 FAX: (954) 973-1883 FLUNIDA MASE II 1Ar, 45HR1 S l'ANDARD PACIFIC VENETIAN MASTER PLAN IMANkING WAIT: LOT NUNIBM i/4" -P-0" 350 DRAWING (0511'1.1<1E1) BY: JOSE V. 1)I,\\ IN(; ClIFC1a1) 11V: CHRIS W. MOANING NUMBER'. 209270 PACK DESIGN.1 ION: M 1 GENERAL PL MBI GN OTES 1. ALL. WORK SHALL. CONFORM LUT -4 ALL. LOCAL, STATE, FEDERAL ORDINANCES ,AND 5UILDING CODF6 GOVERNINC; THE INST/\L1 4TION 0:7 rL1,11'11;:-.31ING. S'7.STEM, ;F: AS OUT, INDICATED OR SPECIFIED 15 CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, E3UILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARC:I-IITECT/ENGINEER 5EFORE SUF3MITTING 4 3ID. THE: ARCHITECT/ENG1NEER WILL D -EN 155UE INSTRUCTIONS AS HOW TO PROC'EF.D. 2. THE DRAWINGS ARE TO ISE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY :SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR, ITEMS,UNLESS SPECIFIC DIMENSIONS ARE SHOWN, -714E: STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE f'IXACT LOCATIONS.. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK,, CHECK DRAWINGS OF ALI._ TRADES TO VERIFY SPACES IN L1)1-41CH WORK WILL F3E INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT /44_ POINTS. WHERE HEAD ROOM, OR F.FACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINERSk4LL EE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION, T[45 CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT 45 NEEDED TO PREVENT CONFLICT UJITH WORK OF vARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK . 3. EXAMINE ALL DRAWINGS OAREFULL PRIORI -0 5u3hrr[N( 4 BID. CONTRACTOR W11.1 F:3E REQUIRED TO FURNISH, INSTALL AND/OR CONNECT UJITH APPROPRIATE SERVICES ALL PLUM5NG ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL F.D<FENSE TO THE OLLNER IF DISCREPANCIES , CONFLICTS , INTERFERENCE OR 0M16610N6 OCCUR 5ETWEEN rDRAUJINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE. TIME TO PERMIT REVISIONS F3EFORE THE 51D5 ARE SUE3MITTF.ED, 4. INSTALL_ MATERIALS AND EQUIPMENT IN 4 NEAT AND FIRST CLASS WORKNIANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS UJHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND 11,10W-P1ANLIKE AF-'PE:ARANCE. REMOVAL. AND REPLACEMENT 15 TO ESE DONE IMMEDIATE -LY WHEN DIRECTED 5Y THE OWNER IN LURITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK. E3Y CONTRACTOR SHALL 5E CONSIDERED 45 ACCEPTANCE 5Y 1-41M1 OF ALL. ci_mis OR QUESTIONS AS TO 6UITAL3ILITY OF THE WORK OF OTHER. TRADES OR OTHER CONTRACTOR6 TO RECEIVE HIS WORX. '11-115 CONTRACTOR SHALLRI;EMOVE ANT.) R.F."..);,...4CH, 41" !!-!5 WOR.X., WHICH 1`1,4Y HAVE TO F3E REMOVED 5EGAUSE OF INTERFERENCE UJITH OTHER TRADES. 5. T1: -H5 CONTRACTOR SHALL 05TAIN AND PAY ALL INSURANCE, FEES, PERMITS , ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL. ALSO PAID ALL THE INSPECTION FEES 45 MAY REQUIRED F9Y LAW OR ORDINANCE 4ND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE: ARISING FOM ANY VIOLATION OF LAUJS, RULES OR ORDINANCES. 1. PROVIDE MEANS "FURNISH AND INSTALL'. 5. (') A COMPLETE J05, EVERYTHING CONNECTED,'F4:::Ar.»- FOR USE. 9. SHOP DRAUJINGS: CONTRACTOR SHALL FURNISH THE ENGINEER wrrk, SHOP DRAUJINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10, AT COMPLETION OF J0E3 THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN A5-5ULT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT LOC,ATION OF ALL INSTALLATIONIS. 11. FLU-1E31NC; CON1RACTOR SH,41..1... PRESSURE. TEST ALL PIPING AS REQUIRED E3I C;OIDE. TEST SHALL E3E WITNESSED AND APPROVED 5Y PROPER ,AU;THOR.'IT'ES, 12. THE PLUMBING CONTRACTOR S1 -[ALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL, WOW ACCEPTANCE 5Y OWNER ANY BREAKDOWN OCCURRING IN FIRST YEAR SHALL SE REPAIRED AT NO EXPENSE TO THE OWNER 13. PROVIDE DATHROOM FIXTURES AS SPECIFIED. 14. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC; FITTING SHALL. 19E PROVIDED TO CONNECT 5011-1 TYPES OF FIFES. 16. PLUMPING C,,CtORACTOR SHALL PROVIDE AIR CONDITIONING C0INDESAT1::: DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION! OF UNITS AND DRAINS. r"^... MATERIALS A. COLD WATER PIPING P. OWNST'REAM OF WATER METER SHALL 5E PVC; OUTSIDE OF BUILDING AND 5E1...01,1.1 GROUND, PEX INSIDE OF 5UILDING E3. SANITARY WASTE SHALL FSE SCHEDULE 40. 0. C0N1)EN540E, p!F;E 54i.L F',3E AO, FC.r Mr) P D. WATER RELIEF AND DRAIN LINE, f.'?[ -!ALL 5E TYPE CPVC. OR COPPER, MIN 3/4' DIA. 15, PROvIDE A WATER -HAMMER ARRESTOR AS PER F.5.0.-2010, WASHER MACHINE (HOT 4 COLD WATER), DISHUJASI-ER (HOT WATER) AND REFRIGER4TOR (COLP WATER) STUPOR VENT EACH VALVE BE ACCE.6615LE FOR SERVICE OR REPAIR /. _TOP 0A5INETS. 77 71 - 4' TOE fQ4EVEAL, ON OF 5,I0fR VENT (4.4.V.) STUPOR VENT SHALL COMPLY WITH SECTION 911 P.5.C.P, N.T.S 3/4'- THIC.K. (MIN.) PIPE TO DISCHARGE INTO PAN HEAT TRAP PER ENERGY CODE: HO'T' WATER SUPPLY LINE -- EMBLEM AND RATING PLATE 7t - TEMPERATURE AND - FRES. RELIEF VALVE WATER HEATER PAN (OMIT ON GROUND FLR.) 3/4'. (MIN.) PAN DRAIN PARALLEL TO P4T RELIEF. -10T W4TE H 4E EDE_ET41 51-1UT-OFF VALVE - 1/2' GAS CONNECTORS ------ DRAIN VALVE HOE.E CONNECTION N. J-.5. EE 4F'PR.0'4..-7.,!3 EQ41.. WIT4 4 430 GALLONS STORAGE TANK, DUAL, WITH A 55 C,P54. DRAW AND 41 RECOVERY AT 90 DE. TEMP RISE WITH AN ENERGY EFFICIENCY OF 0.58 MINIMUM, FOAM THICKNESS I INCH, FLAMMABLE VAPOR IGNITION RESISTANT (EVIR) WATER HEATER SMITH rvIR 1)F.sice,1 (ANSI Z21.10.1 - CSA 4.1) DEALS WITH THE ACCIDENTAL OR UNITENDED IGNITION OF FLAMMAISLE VAPORS, SUCH AS THOSE EMITTED 13Y GASOLINE. FEATURES A SEALED COMBUSTION CHAMFER UJITH AIR INTAKE FILTER AND A FLAME ARRESTOR BUILT INTO THE WATER HEATER 545E. IN AF.)DITION, A THERMAL CUTOFF (TCO) DEVICE, IS DESIGNED TO SHUT OFF GAS FLOW TO THE E3UTER AND PILOT IF F:)00 COMBUSTION 15 DETECTED TTrFJI --------- BEDROOM #2 ---- -1 ::-----1 FROM lot FL r.;N:I)16T, TO ! .,/ 54,7-4. 2 \ , . a BA H ttr 1 - -- 3'. DOWN (15 5k10 R V.IR - FROM lot FL. 2'4' 40116,. 2', JAV 0 _ 42' IHICIT. 1.,,OUJ WALL. (OPT. F)LL 1--kGT PARTITION! WITH IDOOFR,) V.T.R. FROM 1st PL. SECON SCALE 1/4' V.T.R GAME ROOM _ TU MEATH HALL FROM int FL. DIST. TO Me-F3ATI-1 I I I 1 I 1 3. OWN (8 F.U.) 2'. V.T.R. FROM lot FL. TC F.U.) AV BATH #3 . _AV 3'4' 0 El- L[UJJJ MASTER SUITE L:47444- BEDROOM #3 LOOR PLAN 2)W:a TUB 0 BEDROOM #4 --- PASCUA PEREZ • KJLIDDJIAN & ASSOCIATES ARCHITECTS - PLANNERS LICENSE # AA 26001357 EDGARD() PEREZ , AIA LICENSE No. AR 001.5394 MARIO P. PASCUAL AIA LICENSE No. AR 0008254 PETER KII_IDDJIAN, RA LICENSE No, AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORA!, FLORIDA 33126 TELEPHONE : (305) 5921363 FACSIMILE : (305) 592-6865 http:// woppkarch.com ------ .......... ....... PA6C:tl/A4-, 9RF_,7, 44',4',‘,54:Y.T.1-1,1-F.5, - Th, architectural dealgi and datall 4Mune of thIe, bulidin9 and/or overall proJect are ths II property or, and all rielete are reserved by the Archltt. 11-elr Lien ror reproductIon, conotructIon Qrdietribution la prohibited unleas authorized In 1,uritino by the Architect. REVISIONS: 03.1014 PLUMB NOTE OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538-3522 LOT 350 SEAL: Le) L-1.1 00 ote 4017 VENEIHA PLUMBING PLAN Elevation A DATE : SCALE : DRAWN : CHECK BY: JOB NO.: 05.1013 AS SHOWN MR EP 12.09 SHEET NO. : 9414.4.404r4. 444434.0403.`0.14.04.44,11WAYA44144.444,41•10.1410104.04101:1&99h144141.1.4,1#0014,44B111.44..54944A,404.,..M.M.Mq.i$44444.01th444,44,444.1IV4.30,41.A.44.4.,,.., PIxTURE CONINM rON SCHEDULA 1111,01.„MXr 0-14- H,W. DgieGiklreTION 3T f_34"11-1 TUD 1/2° 1./2' 5c) LA, v WATER CLOSET 3' 1/2" 1/2° 1/2' 1/2" 11J/ ANTI-WALD v41....vE5 DIPET LAVATORY KS Klic;4EN SINK DI5f-.414,5HER w1A/344ER, MACHINE .n.A.. 1 1/2" 1/2' 1/2' I 1/4' 1/2' 1 1/2' 1/2' 1" hc-,?5c51 1.(2° /2" FLOOR !DRAIN :-11d-,10u,)ER RE REFF:irlk:-RAToR UR :)ENOTE5 FULL -OPEN V41...vE:5 112' 2' 1/2" 1/2' 1/2' 1/2" 1/2' /2' AD!'liTTANCE \/4' 3/4' - • --- PROVIPF.i, 4S PEP F[F,[3c_L7[[;[!:...5! FROVIDEMSA 45 PER Ff[3r;6(.:[.,243 4NTI-5GALE) vALVES PROVVE 45 F[7:17 F9C„ :1.4M/14.4,46.a444.4.411410.3444041241444MDMVARE0474414~MIIMM4741.414Mi0M04444,41MICV2M0444X40510014(A04446040640040MgE4g.40741g914=4.744M.0,7Z446044809k$ACKISMC,044W44404444.4440 - iDiENC;TE 2uN1313R, c:iROUND gat I" 44d4=i144itirllegieldedA01.944,140044184.4.41MMAMPIMIIIR024(011RUM40;44.14.041 LIJAMIR PI, iNa eflzp4 3/4' 02) • 1/2' 1-N1 (2U) - 334" kl,[) () 3/4' CLU l'03 ...3 46.4b44441,7 a ; r.4",44.011'1=-.1,4aP414$06444411=44.411,1REMK.44M6144W1,172a4VAIMMUZI 11414,440011.ii'llair.14:14W4.41WaregM1044.44,0,%7I:OCi NO ei$: I. ANT [[[5,c241...1 VALVES FOR TUD/151-1oWERRf11.1QUIR.E71'0 2. MINIMUM 51ZE OF ALL. PLUMF31N(2r !DRAIN LINE D17.1.r.T3F1..0(2;[?, 7 IN(31.- 3, i[401- //$T3R HEA1ER 10 f3E. 5IZF:: E'ER TA13L.E 45N -5 4. ALL SANITARY LINES SHALL. DE INSTALL.ED IN 3FORM ALIGNMENT AT UMIFORM SLOPE 45 FOLLail (AS PER P.30053 F/2C. 201C.) [RE.5.,) 2' 4 I...E55 `R,A,)N 1/4' DRap 3' F)RAIN 1/5° !DROP 4' DRAIN 0 1/5" IDR.OP I 0.‘„,a2r7.07z04,441;.14,40.0r,-,41.40.4.0.10ra.,4a,R44444A1.01n...0.0144,0.044.4,401,0,r,04141:44.6,04rar0arrRIV404.44.4r1.501.sallairarr0,10.0rarrarawarmv4414v0,,, , 00,7447,41.0A. 99114.M.,10.9.01.00.2404raeklMgre...21.1,15W0I.M1114,11,11,..),,,,,r01,147.1.1=-443M1 li. \\O WATER USE EFFICIENCY STANDARDS: ORT)iNANCE NO, 05-14,1N3C-FI.,,UNIF.31ING, CHAPTER 5. MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUM511,ski FIXTURE:3, FiXTRE. FITTINGS AN) FP1,,I4NOES SHALL COMPLY Ltilm,1 MIAMI raADE ":1:0i:::,;E SECTION 5-;,[1, 7 ANF) T -P2`303.2.1 01,4Ltirr6Z.440,,,WIN.I./9.(1,4441.1111,47611.01410.,117.41,MAINVONOM*417.0741...41,11M49,10011411.0,11,1=4,0140+AM. , - Z1 K451.,.,4%4417004,44.4„...,14.10Jr BEDROOM #5 (3) 2". 1[ 1 2°4 ')L. BATH 3”. FROM 2nd FL, il3"4" (S F1,1.) ".-"' 3'4' (' • [[) -; [V,I.R. UP TO 2nd 3)UP TO .....'no FL. CASUAL. DINING 1 1 2'4' , r • „ Ur.V. I PiAiNTFiY 1 11 .D1 [I, T0( 4rrrre ^ r -r• ,L[1.• 11-R, 3:[t. 9, up To 2d R., „4„- • rklaa'44..., 1'. WATER :.:2ER,,/[C,F TO WATER. METER 5EE 51TE PLAN SP -.1 FOR CONTINUATION (TOTAL 39 WATER FIRST F SCALL' "14' 11 REP. LANAI FAMILY FOOM c 3.0 (13 Fit) pT,t 701fifiifflarra....irarifir02174Ijia,,,47;:iiria • '447aRriaTeaFriararliairriFfia74.1707).iii–eatrrl'Iir '47Th&O.RiireirT47,444,;4,; — .414494.444,a, ...0444,444.4.4,W4.4C444.4a, WATER LINES RUN ( I-14Ru FLOOR 5PACE 3/4' RELIEF LINE: r>i5CHARGE, 7.D GARAGE FLOOR o 2 CAR GARAGE. fr.[0M 2r4 - rill -1 UF' 10 FL. COVERED ENTRY 1 DINING . LIVING ROOM —1,00.4.4,44141:4, 1' 7-- 2 )1,1.4i FC.0 .4'4' 9 1/3' 3R0P (3F Fu) SEE SET)- PLAN 4P, r -CR CONT 'NU AT [ON. PASCUAL P :REZ VII if N fk,s, & ASSOCIATES ARGUED'S - PLANNERS LICENSE # AA 26..0i357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIA P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDPAN, RA LICTNSE No. :AR 009,3067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORM., FLORIDA 33126 TELE HONE : (305) 592-1363 FACSIMILE : (305) 592,6865 hap://www,ppkarch,corn ri'[$.[:[,1/[1 r[TP.E7.„ KiLlr„).r.,[1,4N $ ARCHITE,c,:[-,5 34, Cri carzkulna:p of th.[el, bul[dele pro,loct er[al tko *01 prc:part9 of, 511 r[571111.6 are oeolvod ThwIr 1r2e aoroir,...c.tronor.[Int.r14:.[0.1.2f) [r. prohibit -m[1 on[ere. IIIIthr9rZW.1 11 la.riting by the ArThitoot. REVISIONS: 02:18:14 WATER SOFTNER OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PiNES, Ft. 33028 PHONE: (954) 538-3522 ier .7.111.4 4=4" LILA .7.74,0743 !OT 350 SEAL: 4017 VFNETIAN STH PLUMBING PLAN Ekva.tion A DATE.. SCALE : DRAWN : CHECK JOB NO. 05.10:13 AS SHOWN MR 12-09 SHEET NO. PROVIDE AN INTERS.T5TEM F3ONDINGT 45 REQUIRED B'T NEC 2034E, 1-1ETER/1AIN COMF3INAT I ON 2El-PTI CiOND, F'01.t)ER COMPANY TRANSFER PAD °I .4 CONI.:',„V.,10F' 'r 20 "00') 650 ON (.2FFOuNDATION STEEL ‘\ 200 , 200 / 204/ IF 200 41-1P. SWITCH PISCONECT-111/200 AMP 00PD CTFC I M-2 1 • 4 'RJ CU IN 1/2° GOND, TO OlLiP. SPRINKLER M-4 3°12 THI.UN iN 1/2° COND. 3 1" 2/0 CU. AND 1 5 THUJN CU. (() IN 4, 2' GOND. 200 AMP. ELECT, PANEL MLO SN. ... HOUSE CONCRETE FOUNDATION 5 FOUNDATION REE4R MIN, 20 FT LONCI T I AL, 15,:,R \.T.5. 5 ORT CIRCUIT A P5 CALCULATIONS 21-,k7:''F'T c. 1:(2.J 'F'S 7'R,4:4NSFO',:ct"!-LR • 4 (FF'.) Service Drope, Le/12th 20 ft. Minimum 410 41umfrurn r 2 1_ X I ..,„„ 2 X 20 X 25,154 0.12 11._ —. 0 x V -1 `.090 X 2.40 1...... r 2xLXIxLE 2x20x25l4x1! C X V 11 9090 X 240 .. 0 9050 0.12 1 1 M 1 1 L-L1+f 1 + 0.4,a 1.45.55 ' + LN LiiL 25,194 X .be 11,512 41-115 NTER1TIN41 4MIFI5 47 ME- F 154N< '.Sri U5E 22,000 A.I.C. MINIMUM . 25,154 X 53 = 15,153 AMPS I: = BEDROOM #2 5 \ 10 [ CP ) Sr) M.BATH 11 15 6 a W.I.C. ac 3133 6.1 MASTER SUITE BEDROOM tt3 q1) r GAME ROOM fJ N\ ECOND FLOOR PLAN SCALE 1/4' 5) [01 0 11 sr.) 41) 1 1 [MEL (p? N n 61) BEDROOM #4 11 T PASCUAL PEREZ KILIDDJIAN & ASSOCIATES ARCHITECTS - PLANNERS LICENSE # AA 26001357 EDGARD° PEREZ , AIA 1 ICNSE Na AR 001539/1 MARIO P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENSE No.: AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL FLORIDA 33126 TELEPHONE : (305) 5921363 FACSIMILE : (305) 592-6865 http://www.ppkarch.com Ric:S..4T0 PEF2F7, 4 46$0(;,ATE15, ARCI,TECT5 - Pl.,/,1,NEF25 Ire architecturaldesign and datall c.lrawines of ins building and/or overall proJect re the legal property of, and all rights are reivaroatri by )M ,Arr,hltect. Thsir uara for reproduction, conotructiono dlotrIbution io r.s.ohibited tmiless authi'!z. n writing by the Architect. REVISIONS: 2.18.14 LOW VOLTAGE 09.02.14 AS BUILT OW NU.: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE (954) 538-3522 LOT 350 SFAL: L LJJ C/ Ce 0 tr) 4017 VENETIAN SFH ELECTRICAL PLAN Elevation A DATE : 05.10.13 SCALE : AS SHOWN DRAWN : MR CHECK BY: EP JOB NO.: "12-09 E-2 SHEET NO. ELEC- RICA_ CALCULATION SINGLE FArilo" RESIDENCES SINGLE PHASE, 3 WIRE 110/220 v CIRCUIT DESCRIPTION I - 12 13 14, 16 2o, 25 15, 20 n, 21 22, 24 21 25 33 '/1,29 120, 32 31, 33 34, 36 OPTIONAL NEC 220-3 200 AMP SERVICE L040 POLE TRIP WIRE CONDUCTOR, 3,136 S. e .003 (EN. LIGHT 9.41 GF.I.OF 54TH ... 0,60 SMALL APPLIANCES/ H000 220 OVEN 400 DRYER/WATER HEATER/C,OOKTOP(645) 1.00 CLOTHES WASHER 1,50 REFRIGERATOR/ SMALL 1.15 2.40 GARAGE DOOR OPNR. DEDICATEE) - ATT SMALL APPLIANCE WHIFRLFOOL TUE% 5U5 -TOTAL I ST 10 K,W 6 100% '11.1 40% 5U5 -TOTAL .A.H.U. *1 C01 -1P. "1 .............. A.H,U. "2 HEAT COMP, .151-42 60,ARE15 TOTAL LOAD (KW) KW/240 AMPS) ELEC'C4L NOTES: 0.84 0.50 150 1,50 _ 27.20 10.00 16,88 8,00 (LOAD) 8.00 (1..0,41)) 32.88 137 AMPS I. RECEPTACLES LOCATED Al- 04THROOMS, GARAGES, KIECHEN COUNTERTOPS, AND EXTERIOR OF HOUSE TO I.9E GFCI PROTECTED. 2. 4..L SMOKE LL:i:1::TECTORS 2H,4LI... CE ELATTERY 04LK.-.P TI PE. ALSO 5I -ALL BE ARRANGED 50 THAT OPERATION OF ANY S1-10KE.' DETECTOR SHALL CAUSE THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING UNIT TO SOUND SIMULTANEOUSLY. 3. ELECTRICAL METER AND PANEL. LOCATION MAY VARY 45 PER SERVICE ENTRANCE LOCA T ION, 4. ELECTRICAL CONTRACTOR 10 COORDINATE.- SERVICE 1.11I EH 5. ELECTRICAL OUTLETS (RECEF--qACLE5 AND LIGHTING) /ELOW 045E FL00112 El.„.EVATION 51-I41.L 5E !NST41...1...E.D 4T 1.151 HIGHEST PERMITTED ELEV,ATION AND SHALL BE INSTALLED ON (SF.-1.:PARATE) INDEPENDENT CIRCUITS FROM Tko,sE IN THE HA0114F3LE AREAS. 6. NO APPLIANCES OR APPLIANCE OUTLETS SHALL 5E INSTALLED 5E1...011) 545E FLOOD ELEVATION. 1. A/0 COMPRESSOR SHALL 5E. INSTAL.LED ABOVE 5124851 512000 ELEVATION ELECTRICAL_ _EGEND: 1;3 SWITCH THRE.E-U242' SWITCH DIMMER SWITCH DUPLEX RECEPTACLE POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE SPECIAL RECEPTACLE CEILI1s4 11012121317 11.11/C.11.iF,1.E JUNCTION 50X 11 SURROUND SF'EAK.ER, PRE -WIRE FIY1 t":>USH-5,UTTON 2 2 2 2 15 AMPS 20 AMPS 20 AMPS 30 AMPS 20 AMPS 20 AM05 20 AM05 20 41233 20 AM05 15 AMPS 20 AMPS 20 AMPS 50 4105 25 AMPS 50 4105 25 4M08 2°14 2.12 3'12 3°5 2"12 2°12 3.12 1;?'12 2.12 2*14 2*12 2*12 T11)-ROMEX 2"6., Ti-ili.112 IN 3/4ROMEX 210 THWIN IN 3/4' ROMEX 2*6 THWN IN 3/4' ROMEX 2..10 TI-1U2N IN 3/4' ROME% 8. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE 045E FLOOD ELEVATION. ca 11 12 1uGGE5E12 THA:- Y OU CONFER LIATH FLORDA POWER AND L16+ -4T TO LOCATE THE EL.ECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANGEMENT AGENCY REQUIREMENTS 10. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION REQUIRED AS 05151 NEC 210.12 11. RECEPTACLES SHALL 5E TAMPER FROOF. 12. EXTERIOR RECEPTACLES SHALL HAVE 5U5E5LE COVER PLATE. 3. EGRE531„1```,INATI011,' 111\1111./M 1 170rFR 300 20`0 511203.8 14. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 5E HIGH -EFFICACY LAMPS 45 PER 012051 2010 SECTION 404.1 15. EXTERIOR LIC31-1T FIXTU30S TO BE 5UITAE312E FOR WET LOCATIONS. TEL.F.VISION ANT51NNA TEL EF1-IONE 240K SMOKE r1)ETECTOR U1/ BATTERY BACKUP 1212 Li SMOKE DETECTOR W/ 04R1.30N MONOXIDE COM15&, [DISCONNECT SWITCH EI„.EcTRIC PANEL MONITORED SMOKE DETECTOR, TIE INTO ALARM 4DM1 PRE -1.1.IIRE FIL1 _1 WALL. MOUNTED FIXTURE 515105155510 CEILING FIXTURE EXHAUST FAN DOOR5ELL THERMOSTAT FLOODLIGHT OURESCENT LIG$1-1T UNDER CA51NET 121c4 -IT KEY PAD ELECTRIC.: 1151125151 11,F4THER PROOF VAPOR PROOF GROUND FAULTED INTERRUPTER HOSE 5131123 F.-101 FAN 50X ELJ 04 "51 I RANSFOR. GENERAL L IGHT I CIRCUIT F2'ESCRIPTION curl' 'DEN' 'RC/MON 1 GARAGE/ EXT IGHTS 2 FO'r ER/ LivING/ DINING/ GARAGE 3 FAMILY ROOM/ LANAI ........... 4 KITCHEN/ LAUNDRY/ HALL. (STAIRS). EKr GFI 5 SPACE 6 6412151 ROOM 1 mASTER SUITE 8 MASTER SUITE/ MASTER BATH 9 BEDROOM 2/ BATH 3 10 BEDROOM 3/ W.1,C./ HALL 0 0 11 BEDROOM 4/ BATH 2/ SMOKE DETECTOR__ ,0 r2 0EDRO0M 5/ FOOL E3,414/ CA5. ...... LOAD POLE TRIP WIRE CONDUCTOR ^t SEE GENERAL LIGHTING IN CALCULATIONS FOR TOTAL LOAD, IF, AMPS 2°14 T 11)- ROME >e. 15 AMPS 214 15 AMPS 2*14 15 41105 2°14 15 AMPS 214 15 AMPS 214 15 AMPS 2"14 15 AMPS 214 15 AMPS 214 15 AMPS 2*14 15 AMP'S 2'14 15 AMPS 214 NOTE: PANEL SCHEDULE MUST 1751 FROvIDED WITH 511251 SPECIFIC DESCRIPTIONS, IN-HOUSE, AT TIME OF FINAL INSPECTION. TO SWITCH -- (0 FAMILY 1234 NEM41 351 DISWC. SWITCH SIZED AS PER EQUIPMENT NAME PLATE AND TO COMPLY W/ NEC 110.16.26 3'-0' CLEARANCE 1 u BEDROOM #5 12 12 PObL BATH • 12 )35 CASUAL DINING 12 3 LANAI 6511 1 12 / TO FLOODLIGHTS 8127 9 0 FAMILY ROOM 3 101 22,24\ KITCHEN 1 M-4 SPRINKLER , MAIN LID 1PANEL M- 2 GEC! LI.. 2-1 SCA '0 1/ TO CO LIGHTS \f_ 2 2 CAR GARAGE INSTALL SURGE FROTECTOR e MAIN PANEL FLOOR PLAN YER J . 2 1 0 ---- 1 El) .J1i7.1 21 COVERED ENTRY DININ•q ROOM 2 LIVING ROOM 2 TO SWITCH 0 FAMILY PASCUAL5114 PEREZ KILIDDJIAN 0 0 & ASSOCIATES ARCHITEC - PLANNERS LICENSE # AA 26001357 EDGARD° PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No. ; AR 0008254 PETER KILIDDJIAN, RA LICENSE No, : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORA!, FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE: (305) 592-6865 http:// .ppkarch.com Gor."1-Rr.314TC) PASCUAL, PEREZ, KILIDDJIAN A 453C>CIATE5, ARGI-IITEC19 - PLANNERS The architectural deolqn and dotal dratufr.96 of thin buqclIn.cy and/or <i:',vexall project ara the levl props-ty of, and 211 rIghte Are rerserved by the Archltecl.. TheIr ute ror reproductfon, cz,,e.trL,ctron or dint.r!H.Won ,r$ Fro•livted rl000 autfr.),Ize,.1 In la' :'nb1^..Iv ,4c-hts.ct, REVISIONS: 'I 2.18.14 LOW VOLTAGE 09.02.14 AS BUILT OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538-3522 LOT 350 SEAL:. tif) 0 ILU 00 4017 VENETIA SFH ELCIRICAL PLAN Elevation A DATE: 05.10.13 SCALE : AS SHOWN DRAWN MR CHECK BY: EP JOB NO.: 12-09 E SHEET NO. : 1'2' 1-1/2' •••0•••- -:\k‘t ZNI r - f- ` -- HAN[)RAL DETAIL SCALE : RTS X 4 P.11, CONT. WOOD, BLOCKING W/ 3/1‘2" X I I/2° LONG L.T1 DRIVEN SHOTS 1.U.4-1EN FASTENING TO A CONC. BLOCK WALL AT 2 x FINE OR (.7-LE4R FIR WE.- HANDRAIL ATTACHED TO 11.„ BLOCKING WITH 4412 X 2 1/2' ER WE), SCREWS" AT 16' oc., COUNTERSUNK 1/4' 4 0 y - z CONCEALED W/ 1/2" W1D„ f3UTTONS CY. ,.. 2 X 2 MD, BLOCKING ATTACL-ED 0 .4 TO WALL 111/ *12 X 2 1/2' F.N. WD, SCREWS AT 161 o,c, 42' GUARDRAILS (TYLF,. 4"T OPEN SIDE ONLY) LIFE SAFETY FEATURES 5I-IALL PROVIDED AT TIME OF OCCUPANCY 35' GUARDRAIL/HANDRAIL (TYP, AT INTERIOR SIDE ONLY) LIFE SAFETY FEATURE5 5E FFROvIDET; AT TIME OF OCCUPANCY MAX. 7 crt 4t,400.01 . • . 1-1/2' • .. • • .. • 3' GRASPABLE ILANDRAIL SHALL 17-fvE CONSTRUCTED SUCH THAT ITS PERIMETER DIMENSION SHALL BE GREATER THAN 4 INCHES BUT NOT GREATER Ti-LANI h-1/4 INCHES, AND IT'S LARGEST CROSS-SECTIONAL DIMENSION SHALL, NOT EXCEED 2-1/4 INCHES. EDGES SHALL BE ROUNDE1D TO A MIN. RADILLS OF 1/5TH INCH RAILING DF [AIL 9.c 4X4 WD, POST SECURIH-l:I.D TYFIcAL 4><4 FOST SECI.VREE) TO 514E3 W/ STEEL POST ANCHOR (USP D44 OR EQUIVALENT ) SHOT-- LU/2 -1" r.)RIvE.:- PINS TO SLA5 1'.,1,41LE2) T0 FCST (4 -ed NAILS) PROVIDE ROOFING PAPER, CONCRETE SLAE. !REFER TO STRUcTLIRAL. 1 WOOj A ) SCALE : NJS 4 .1-- 2'X2' W. BAL_USTERS 4' _..„ 4,„-‘,„/ N LINE OF STAIR5 5ENr0ND 4 4 NEC rioN 11 1/2" MIN_ "1" -r -F. E3OTH ENDS OF F3 AL LUSTEs-'5 012 x 2 1/2" WE), SCREW couNTER1 Sl„.11\1‹ 1/4" ANE) CONCEALED 2 X 4 o 24" 1 X 12 F450I4 F3OLTEE.) TO NAILER 1 X 10 WD. NAIL_ERS (ATTACHED TO FLR. TRUSSES W/ 10c.A NAILS 2 X 0 HANDRAIL_ ---.......2 X 2 WL"). E341....L1L.i::-.1?1TEfRe? '60 4' O.C. MAX, 23/32" NAILEI:::> TO TRUSS 5 N4FL,S 0,0. IN TOP 4 OT T, OHO RD 5 4 2-9c NA11.„„5 EACH WEF3 GUAR 3/4' T4G PLYWD„ SHTG, ON PREF45„ WOOD FLOOR TRUSSES FLOOR LINE BEYOND .... F1REF45 ENG„ U.).00) FLOOR TRUS'E.'..? ---- (2) * 10 X 4" WD. SOR1FEWS, o EACH END OF 5,61 L , 4;:0u5, SPRAY FINISH ON D/5' ',DRYWALL ATTACHE TO BOTTOM OP FLOOR TRUSSES,. DRAIL DE AU NOTE.: ALL R4ILNC5 TO fREJEC.71' 4' PIA. 0f3 -)ECT 45 FEIR FEC 2.010 NN ..... 2° X DR,AFT511017-' (3) 2x12 UV. STRINGER TO RECEIVE T "READS AND RISERS. 1' LUD. NOSING CLI)X PLYWOOD RISER 1° X 1° X 5° STIFFENER BLOCK NA11„,ED ANE) GLUED TO RISER AND TREAD PLACED ON TI -4E CENTER OF THE SFAN OF THE TREAD RISER DE SCALE: 1 f';, 4'X4'X4'X1/4° STEEL ANGLE W/ 21/2' DIA. LAG EOLT5 INTO 2'X12' 11O„ STRINGERS AND 2 DIA. LAG 50LT5 To FLOOR TRUSS. (TsrTo. AT EA, STRINGER), TOp OF SECOND FINISH FLOOR ELEV. 1-0 3/4° (3) 2X12 LLD. STTR1NGER TO RECEIVE AND .-V 105!" , /1'0 , AP- \ \ 2' AFTSTOP I 1-4IER Of"/,' !DRYWALL UNDERNEATH RUN OF STAIRS TA R T 0 LANDIN( SCALE 51. "AIIRNQ X X X X 4" X - HANDRAILS SHALL RETURN TO 4 WALL, (GUAR'113 OR THE WALKIINCa SURFACE OR SHALL F3E CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR R,41 -1F" 111UN. WHERE 1,4AN2)1AIL5 ARE. NOT CONTINUOUS E3ETWEEN FL_ la -ITS NEED EXTEND ONL.Y FROM THE TOP RISER TO T1 -41E. ERDITOt'l RISER. 45 PER F'..3C-; 2010. FRO`,/IDL: 42° HIGH GUARDRAIL AT ALL OPEN, SIDES, - PROVIDE (3) STRINGERS, ONE AT EACH SIDE 4 ONE AT MID SPAN, PROVC;LE FIR.ESTOF1PING N CONCEALED SPACES E3/U.1 STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF: EACH:RUN, AT T1 -E, TOF' AND 5OTTOM AND E3ETUJEEN STUDS ALONG AND IN LINE Wlik ADJACENT RUN OP STAIRS RUN. FER PEC 2010. SIGN AND SEAL 0A1,...CUL„ATIoN5 AND SHOP DRAWINGS FOR FAILING TO 5E PROVIDED 5Y MANUFACTURER: 1) RAILING SHOULD SUSTAIN A 50 pIf If HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT TkE TOP OF RAILING. 2) HANDRAIL SHOULD RESIST A LOAD OF NOT LESS THAN 200 Ib APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL 1°X12" TREAD (3) 2X12 WD, STRINGER TO RECEIVE TREAE)5, ANO RISERS. l'X3" P1, NAILER 11J/ 1/2'XV ANLCI-LOR BOLTS E3Y HILT el 12' TOP) OF GROUND FINISH FLOOR ELEV. +-Or-0" CONCRETE SLAB REFER TO STRUCTURAL DILIGS, 4.'X4'><34' STEEL ANGLE UJ/ 1/2'X1/2" LG OLT5 10 STRINGER 5/.3° EXP, BOLTS TO CONCRETE SLAB (234' Ell5ED) 1 „ TOP OF GYPCRETE 6 2ND FLOOR ELEV. +111-034i' (2) 2 X 6'e WO) JOIST. PROVIDE- MTL. SEAT 6 EACH. END, USP CL951: HURFIC,ANE ANCHOR FASTENER EACH SIDE W/ 15-5d NAILS 4X4 WOOD PO5T ATTACH 10 CONC. SLAB W/ STEEL FOF ANCHOR LISP D44 OR EQ. W/(2) 1' DRIVE PINS TO 51_45 AND 4-S NAILS TO WOOD POST TOP OF 1ST FLOOR CONC. S1.-4 ELEV. 4-0-0' (\;24"7.„.„?277222, MIR TO SLAB SCAI r 2' x DRAFT5TOP :I 0 - -1 1---1 1-- 0 0 0 0 1-7".P7a 34TO 3S° - HANDRAI Ylij001:1) L4 NG 11 42' HC:gT. 42' 1-1<-11. GUARDRAIL LOU) WALL. OPTIONAL 0 0 10 0 1 f-- 1 1 1 /..••1 1 I 1 1 4.- 0 1 - I !-'fl-'' 1 „X 1 /1 I 1 Jrt „ i•-(1 714 X 1 1- cf) 11 - I t CT - W.7 4..)( Cri=====.7 / :::,,ir cli,i':: ir4, rii=.7 (214---,,,,--; = ill -77 4-.' 0 / TiF =...=1,..,,•41 _i =J , ..., 11 r .., 4-4? 11,, •,•---0.' 'IF II -;•• ,•,-.:- , <I II ..,..:' . - ,. ,.. .._..u.iA ,,,, ..... 11 Is: ..,'" %w Ci'inUM E3OARD ....1 4.- . UNDERNEATH rRLIN OF STAIR PROVIDE FIRE5TOPPING TOP, \ MiDDLE AND EOTTON'I OFECk RUN IN CONCEALED SPACEe.. FSC 2010, - 34' TO 33" HGT,. 1.4ANDR4II_ 5/0' GYPSUM F3OART) UNDERNEATH RUN (Y STAIR (5 -.11r1:6 ip) TOP OF 2ND FLOOR ELEV. 111-0 3/4' LOW WAIL 42" 1-4GT. - - 42" 1-1GT. LOW WALL AIR SEA 0 0 N SCALE : 1/2' 4x4 WOOD POST (I i. 0 ,..trinvcormammanre*NounownouNnworemolmorn HANDRAIL- -3a" 01-5" TREADe.)- Is) 10' 3,4" -3&" i-44NT.D14ILT\ 10' STAIR PLAN II ''OST (TY 4x4 U.1007) 4-4, SCAL /2 099 PASCIAL PEREZ 1. KILIDDJIA & ASSOCIATES ARCHITECTS • PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE Na AR 0015394 RIO P. PASCUAL , AIA LICENSE No. AR 0008254 PE1ER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE: (305) 592-1363 FACSIMILE : (305) 592-6865 http:// ppkarch,com COPT -RC -14V PAValial., PEREZ KILIDOJIAN AehOCIATEat ARCHITECT/a - FLANNER5 The a rdiltocttral daelen and dated drat/Inv. of Shia building and/or overall protect aro tho• al property of, and al; Celts aro reoerved tho Ar chltect Their ualt for reproduct.lon, conethictIon or diatrIbvtIon la prohibited unlese authorized In writing by the Arc•hltea. REVISIONS: OWNER: STANDARD PACIFIC HOMES 2tI NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE (954) 538-3522 z Vi1 LU .1 a:: SEAL: • LOT 350 ELEVATION A 4017 VENETIAN SF1-1 STAIR PLAN DATE : 05.10.13 SCALE : AS SHOWN DRAWN MR CHECK BY: EP JOB NO,: 12-09 Asw7 SHEET NO. : 3' -6 ANID 6r -1.41. -LEER 0 J) ANL) LAF:GrE TY('AL INTERIOR ARCHES DtTA1L SCALE 1/2' NOTE: PRov[r.DE SAME TRANSOM 14GT. AT SENCOND FLOOR WITH NO ARCHES 3'--1" ""1' -0' • TOP OF 2ND FLOOR ROOF 5CNE) 5EFAM • ELEV. + TOF. OF 50ND ESEAM E.LEV. + "•.QF " OF f" St, Fl_0014: ELEV. R-30 FI5ERC.:1....AS5 --- INSL+1...A1ION - SPAINISHi RC)OF 19REFAE3. ENG. WOOL) ROOF TRUSSES e 0,C. 45 PER MFGER 5FEcs. MASTER. BATH === MASTER SUITE Top OF ESON) 5E41-1 ELEV. CONC. 50ND nArti. REFER TO STRUC. PLANS FOR 5IZE AND REINFORCEMENT Top OF 2ND pLooR OC 3ONP E411 ELEV. +2044" TOP OF ESOND E.: 41-1 ELE'v, HAL V// /77';`,77`' .• • r .4' RE INF. CONC. FZEFER TO (STRLICTURAL PLANS FOR SIZE AND (TP) C.:4)1'4C, TIE 5EAM. --- REFER T7STUC, PLANS FOR SIZE AND REINFOFCEMEN'T III" talINOMMIM9.11 5/0' PERYLUALI.- ,r ATTACHED TO TRUSS TYPE BUIL SCALE 1/49.3 ..2rXiti` 6E10011-4 FINH FF:E-PF.ItlED WOOD FA.5CIA. (TYP.) NG S • R 30 F _*•'.',E.:FRG1...ASES Neu_ AT oN WOOD E3F4M.- --- REFER TO eTIRLIC. PLANS FOR SIZE ANE) REINFORCEMENT OF EL. + GARAGE CASUIL DINUG S L. DR. euDG. GI-. DR (3'.”O'' X SI -0' '-0' OPTIONAL OPTIONAL IO GAME ROOM ,f41014)4014 4,44 INSULATION R-IFB. ERGLAS5 Top FINISH FLOOR I Nettl... AT ION ELEV. +- srf\siNs .• • • -<\//(->.,- moNoLITH (c, FOOTING, 7:L117:1-EICRILTRO41- AN$ FOR. SIZE fE INFoRcE--1.--..Ntrr. (TY P.) 41 RENE. CONC. SL 4 REFER TO STFUCTURAL PLANS FOR SIZE AND RE NFORCEMENT, (TYP'.) BUILDING SCALE: 1/4 . - • r- ION 11(91AVOPIMIPIENPUIPX9 1 NAVIORMOIMPWAIIRI OPEN HALL FAMILY ROOM KITCHEN F ALL TOP OF DON) 5E EL.EV. + OF F Ils!LSH FLOOR.' (4)- ELEV. +- ,., BEDROOM # 2 POOL BATH c 177 ;\ 1;:("/\•< ‘./"\ TOP OF 50N) 5E4M, ELEV. + 20' -4' TOP OF BOND 5E4M;14.. ELEV. + II' -0" TOE' OF FINISH FLOOR ELV. 4- 0-0' PASCUAL PEREZ * KILIDDJIAN & ASSOCIATES ARCHITECTS PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ AIA LICENSE No. AR 0015394 MARIO P. PASCUAL , AIA LICENSE No, : AR 0008254 PETER KILIDDJIAN, RA LICENSE Na : AR 0093067 AT FFIE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE: (305) 592.1363 FACSIMILE : (305) 592-6865 http:// ppkarch.com COM tiVsH .41,44., Fl KILIDDJIAN • AAZOCIATEE3, F2CHITECT8 FLAME. The architecturell clealgn and detail 4awInee of the budding no/or overail4xoject are the 102•1 property of, ard All rf • ara roe:Dryad by the chltoc.L Thee Lee or reprocilctIon, ocnothL•ot•for, or dfothltutIon pronevIted LrIneo nuthorlzercl Lr• witby the Amhltect REVISIONS: OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538-3522 _L] SEA 17.7.1=7.1 U1 0 LU 0 , LOT 350 ELEVATION A 4017 VENETIAN SFH SECTIONS DATE: 0510.13 SCALE : AS SHOWN DRAWN: MR CHECK BY: EP JOB NO, : 12-09 SHEET NO.,: CV. C(.1 DI.SAR OFTAING /16" X 24"ge H. SING;LE, HUNG LIANIDOW TYE). EGOS WINDOW SCALE 1/2'9 FL.00R 24 P*1E WINDOW 37" M.0.7 .38" x 60" PF.GC;;A's01" LEGENE) F3 1) T-1 l FLAT CET1ENT TlL ROOF 2X0 ::,1100..TH FINISH WOOF) F45014 SMOOTH FINISH STUCCO TRIM /-\CCENT STUCCO FINISH IDECC.-RATIVE 5HUTTEFc' SMOOTH FIN. TEXTURE 5TU000 APPLICATION 1pfECORATIVE PREFAF:3..6W-KET SEE PET No I NOT USE NOT USED 004C+-4 TOF-' OF +.4 IGHE ST RIDGE TOF' OF 2ND FLOOR ROOF f.50N1) 5E.41-1 ELEV.. + TOF OF 50NT) eEA-I ELEV. 4 11'.-0' TOF OF 5C.:2ND EL...EV. OF OF FINiSi--4 FLOOR ELEV.. +- 0-0' TOFOF 1,41(74HE:5T RIDGE ELEV, 4 20'--1° Top OF 2N1FLOOR ROO'ONT) ELEv, 20'-4° TOP CA' f3.01,1.7) 4N1 ELEV.11'-0' TO-' OFONT2 13E4,1-' ELEV TOP OF FINIeH FLOOR ELEV. 4-- 0-0, 0/ 12" SCALE: 1/4'9 12' VA ION DECO. STUCCO 13ANDINCI AND SCOF..)E LINES 11_ 6 1/2" 24 411 1/2-39 2 ri 6e) 1191110110111411001111115S, -) 24 SHE S-1 '4 C.)ECO. STUCCO DANDING AND CORE LINES 96' X 90' FX. 54FE:1""1 CIL...CAI .11 J 7-1 .1 ,4a. 1&" FX. 54FETT GL,C41-.11 !!, F ELEVA SCALE: 1/42 19 24 SHE FRf-,ENCH IDOOR TOF OF 2NID FLOOR ROOF ETONT) E3E41-1 EL :FV. + 20'-4' TOF OF -(1Nr) 5E41-1 ENTFin- ELEV. + TOP F.77.t.,01,-47) 0- FLEv. + F3017011 C1 EE4M 4T ENTRY ELEV. TOP OF FINI5H FLOOR ELEv. 0'-a" PASCUAL PEREZ KILIDDJIAN & ASSOCIATES ARCHITECTS - PLANNERS LICENSE # AA 26001357 EDGARD() PEREZ AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL, AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TE! RHONE : (305) 5921363 FACSIMILE : (305) 592-6865 http://www.ppkarcivorn COPYRIG-ITO P.45C1,1AL, PEREZ, KJLIG551A-1; 4 4550CIATES,A3lFTFC& - the arc.hitectural detaien and detall drawinga of thea buildinrtd/or overall proJect are the legal proper, ty of, and all rIhtare renerved by the Architmt. Tf-r5fr ,koat for retort-n:144:1.ton, construction or dlntribvtIon I prohlialted 411[946 authorized in wrItInl by the 6,rchltect_ REVISIONS: OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE FINES, FL 33020 PHONE; (954) 538-3522 ("I LOT 350 SEAL 101 350 ELEVATION A 4017 VENETIAN SFH SIDE ELEVATIONS 0 DATE : 0510.13 SCALE, AS SHOWN DRAWN : MR CHECK BY: EP JOB NO.: 12-09 Ams5 SHEET NO. : TN U.IOOD FASCIA PREFAE3. (FOAM/CEMENT. TOP COAT FINIS l'-0" RAFTER TEXT. STUCCO FINISH SIDE DETAIL - SCALE: 3/4' 190099 EXTERIOR DOORS / WINDOWS SCHEDULE Na �ODDgl.._ pOUR DE5CRIPTI©N ©w X It 's 1 END COND. (2) 1/2 36 SH 545(15"=28.13 ENTR7 DOOR 2 INTERIOR 3 END COND. 4 ENE, COND. INTERIOR 6 INTERIOR 1 INTERIOR END COND. INTERIOR 9 10 12 ENG COND. INTERIOR END COND. 13 END GOND. 14 INTERIOR 14.1 INTERIOR 15 INTERIOR 16 INTERIOR END GOND. 1+S INTERIOR 19 END COND. 11 20 INTERIOR GARAGE DOOR 24 SHE FIXED GLASS 1/2 33 5H 1/2 33 SHI 1/2 33 SH ARCHED FIX GLASS 2-26 S-1 36 S1-{ 8080 SLIDING GL. DOOR 2-24 SHE FIX GLASS FIXED GLASS SAFETY GL.. CAT. II 1/2 34 SHE FIX GLASS 1/2 34 SHE 28500 FRENCH DOOR 26 SH 26 SH 21 INTERIOR 36 51-1 36 5H INTERIOR 36 SH END COND IT ION 1/2 34 ,c3H 25 INTERIOR 1/2 34 SH 1/2 34 5H 1/2 34 S-1 FIX GLASS 29 END CONDITION 24 SI -1E 30 NTERIOR FIX. GLASS 22 INTERIOR 23 24 26 INTERIOR 21 END CONDITION 28 INTERIOR 42' X 33'=24.20 192"x96"=128 35"x55".15.32 25"x25".5.31 28"x38' =1.35 255(35'035 28"x35" =1.38 42' X 14' (M.0,)=4.08 16"x15'=39.56 54"x15"=25.13 96"X96°.64.00 56 "x8" =2252 48"x16"=5.33 56°x55°.2252 25"x55".11.25 56"x55"--‘24.41 28°x58"=11.28 _;8"x96"=25.33 38'x15" =19.81 35'x15".19.01 25"x15" =14.56 28"x15"=14.56 IMPACT GLASS NOTE 25"x15".+.1456 28"X58` =11.26 25"X55'.11.26 28°X58" =11.26 25"X55".11.26 45"X16° =533 38'x55" =15.32 56"X55'.22.51 1.•-O" DESIGN +.41,95 +31.95 +35.04 -46.45 TEXT. STUCCO FINI;::Ia FRONT DESIGN P. -54.34 -41.40 +43.63 -51.65 +44:11 -48,45 +44,11 +44,11 +44.11 53.82 +40,01 -43,42 +40.94 -5229 -45.45 -45.45 +41.95 -45,16 +39.46 4932 +42,45 -5534 +44.11 -4a45 +38,05 -41,46 +.44,45 -40,19 +42.25 -46.09 +44,45 -59.30 +3.1.52 -4a5 +42.11 -55.51 +42,11 -46.52 +43.15 -41.55 +43.15 -4155 +43.15 -41.55 +44,45 -59.31 +44,45 -45.20 +44.45 -48.20 +44,45 -5931 +44.11 -45.45 +43,63 -51.65 442,-44 -46.25 THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED Er' IMPACT GLASS, E3EARING A METRO DADE PRODUCT ACCEPTANCE. SEE ATTACHED MFR. AS PART OF THIS SET. FRONT VIEW DETAIL - 2 SCALE: 3/499 EXTERIOR MASONRY WALL TEXT. STUCCO FINISH DECORATIVE MOTIF k:EYOND SET '0 DECORATIVE MOTIF W/POLYURETINANE FOAM AD1-IESIVE NANDI-STICK GLUE OR EQUAL. 6"D ARCHIT, FOAM UJITI TOP COAT CEMENTICIOUS MATERIAL DECORATIVE MOTIF TEXT. STUCCO FINISH 4 50 ARID PANEL X I' TF4ICKNESS PREFAE3 DECORATIVE BOARD 4 BATTEN SHUTTER MATERIAL: HIGH IMPACT POLYURETHANE OR EQUAL. E3ATTEN PANELS X I° -------- THICKNESS 4 50ARD PANEL X I' THICKNESS DECORATIVE SHUTTER BOARD & BATTEN STYLE DETAIL NO. 3 3'-2" cV CLEAR OPENING: 35-5/16" X 24"= 6 W. H. SINGLE HUNG IUINDOUJ FIN. FLOOR 24 3F9E 'wiN©O'W W.O.= 31" X 66" M.O.=•3/X60" W/ PRECAST SILL TYP. EGRESS WINDOWS DTL. SCALE: 1/2' 19-0' LEGEND FLAT CEMENT TILE ROOF 2X8 SMOOTH FINISH WOOD FASCIA SMOOTH FINISH STUCCO TRIM ACCENT STUCCO FINISH -El DECORATIVE SHUTTER SMOOTH FIN. [Fl TEXTURE STUCCO APPLICATION DECORATIVE PREFA£3. E3RAKET SEE DET No 1 NOT USED NOT USED COACH LIGHT TOP OF HIGHEST RIDGE ELEV. + TOP OF 2ND FLOOR ROOF E3OND SEAM ELEV. + 20'-4' TOP OF 50ND 13EAM ELEV. + TOP OF 60ND SEAM ELEV. +9'-4' TOP OF FINISH FLOOR ELEV. +- TOP OF HIGHEST RIDGE ELEV. + 28'-1' TOP OF 2ND FLOOR ROOF BOND SEAM ELEV. + 20'-4' TOP OF BOND BEAM ELEV. + TOP OF 130ND SEAM ELEV. + 9'-4" TOP OF FINISH FLOOR ELEV. +- 0'-0' 12' SEE DETAIL No. 2 {51 s 11 1T .I1 II I/2-33-51-1 (ED L 1/2-33-5N TOP OF E3EAM eD ENTRY' ELEV. (ll' -6' r 01 16'-0' X 8`-0' GARAGE OR FRONT ELEVATION SCA E: 1/4' 9 3'-0' X 6'-8" ENTRY DOOR W/ ARCH. TRANSOM WINDOW A5V. <eD (2) 1/2 36 514 W/ 3'-0" X 1'-0" ARCH. TRANSOM WINDOW AE3V. ----SEE DETAIL No. 3 1 1/2 34 SHE 56' X 56' FX.GL. 1/2 34 SHE SAFETY GL. CAT. 11 8'-0° x 12 SLPG. GL. DR. SAF. GL . CAT. 11 REAR ELEVATION SCALE: 1/42 12 56'x58° FX.GL. SAFETY L. CAT, 11 36 54 45" X 16 ° FX. GL. SAFETY GL.CAT.II 2-26 5H F- L._ PASCUAL L.- PASCUAL PEREZ KILIDDJIAN & ASSOCIATES ARCHITECTS - PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No.: AR 0015394 MARIO P. PASCUAL , AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. ; AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE : (305) 592"1363 FACSIMILE : (305) 592-6865 http:// .ppkarch.com C.OPYRIGFIT�i PA3C,UAL, PEREZ, !QUM: JIAN s AS50GIATE6, ARC-,TEC•TS - PI_ANNER5 The architectural daatgn and detell drawings or this building and/or overall project era the legal property of, and all rlghte ere reserved by the Architect. Their use For reproduction, corwtruction or distribution la prohibited unleaa authorized In writing by the Architect, REVISIONS: 1` 042214 BDC WDW C '.DINA N OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538.3522 u U 0 SEAL 0 c Ll z ce fa= 0 z LOT 350 ELEVATION A 4017 VENETIAN SFI-1 FRONT & REAR ELEVATIONS DATE : 05.10.13 SCALE : AS SHOWN DRAWN : CHECK BY: JOB NO. : A-4 SHEET NO.: HOA EP 12-09 ROOF NOT 01- EC ElE CR-T("0:TFERCL.::0- \ :-. /L.2. R.: <NS::: Ot • FOR :ER R„SS. RPP : -42 ...E.'s," (1L.N/5 Ps zt.I'L .1,2F It:. ( 2.2 ,1 1R "-RR !;L '--N'--- : cORS 0NE 1 7.7)0-1,"01 V4, ":„L'4 N .C.'7 20 2 L5c) -1"-C 6, : RPRriP),,Z FL\ F F' OTh., .772 T.; "! !!L') Ft SF E "R. 0 C C E LT: ROOF COVERING S "EC 'ICAHON 5'1\ To tE. r-EPTT: -O tt. S -:LE: 0-'4- v5 - I :S r \43: o , \ "'"C: NTS / .120 0T F.7!: o:; - e; (j.!(;',":\ 32E0,33, / RtC/0.T „/Ec"...LE, NO1 EY's052PR:0 -5 c C L'O'R" s=os 0 P.),,,,:-LLTLPC; Et.7c, L\K N ,(JIRL-31„,V2-: "(ER.'LELL-LittR. :7(3E5 0.o 4,, 0,7,, LR../SLILES 050 E1 0s-:E0N5. FER. $051; tr.••-•• • 4)4444'PAP'ZvP;W'1".400mA(''40740'040-`3:LRM).75;P:07.4M74-2PO4.0.I '.0I(4,4'4:24r44rAttFLAIMM 0,14. oov -4 AMIN(' ,r<0 ,." !,! 7.4 O,'" 1 4 ELL CN NI -I HS LI_ o . : -R55e -0 re s0L. -CL: 104 04,15 0MECLETON" c, 11 4- _Ld AN 04 5,57„Am --4 \,L;;„: .74(1 0.0 0050 .5" .iogA 0 't_LtRAWgW7&E'X',W,');;MA 6 ic(..E,',',:t4=t44MLIMILIESIMIMELLLEMENTIOELLC: 050044000 L:7-1 0'4 ' PI) 2 0 04 /, ) -- ROOF OF HRS FLOOR \A:7..7N ON: .,./:\TL:;, 0T55N: ;(.2(:).,2 .4..,s1 StSt-I-F — _-/E'-OL ON '":"O E::;E (2;mr ":,:tS -IT DIMENSIONS: 24'3= -= 5.0/5 2. —2, NOTES: F_F_ CNS05-05-0TosN /LS 55 ROOF OF 2\ VENTIL471-10N7 1..) FLOOR OEOJ:F050 iSN"' 150055 1555 55. SO= Al 040 55504 4' >0 CC -NTL 44 '22:MMLEELALTR)11.000,00ww40.4.)... 7)11- z -.2?; Ez -5.. - 501Ht . NOTES: 1E55 \ RE:ERE: 0 50454: "L 000 15 0 - 5- ' ' t tat=iUML '1)),T=M21),MMIMIL,./, 1 N :E. ;- N 1 RCCF 4S fi'LE S. R 55555405155. :5 5555 0005CC-Vs" 555:55510-111000. / -rf - - ¼'I Es 11' (4/47,177,7r,'. (-711 r71 /// -/// I :21 2 ..c)-- //. 1 r 1.4 r,S, s/ ,/ ..7 1‘ I 55 /:(2::T. -- -LF ,L::::/:1(ELLI)S 0520450- ! 045 52 ---1 FLLT-T."7".7; 00:50 E_;('/ --0-4 ) • 054 RCXX vgALLE,440)W4I=S1geW4010M4A-M4Itto,VE4RML-:IkEtatie& Lt-L-L(0CP555 04054 - ftE RAMING PLAN (as.m:siommgasmic 0.H, 51:2 4,7-01.,w4M;k0/L,..,,,0,,,,!&7.<80:0LRETORM-44W07000 0J-4. 171 I I 1'1 0 51 0 1 50 4 5. 50 0 50 'f.ft 51 55 /4/04 0540 00 :4 1 PASCUAL PEREZ • • KILIDDJIAN & ASSOCIATES ARCHHECS PLANNERS LICENSE # AA 26001357 EDGARD() PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL., AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE (305) 592-6865 http://www.pp<arthcom ')/7 F.ce --!;24.5 REVISIONS: OWNFR: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, Ft. 33028 PHONE: (954) 538-3522 SEAS z LOT 350 11, ELEVATION A 4017 VENETIAN SFH FRAMING & ROOF PLAN DALE : SCAI E DRAWN : CHECK BY: JOB NO. : 0 05:10.13 AS SHOWN MR EP 12-09 A03 SHEET NO. GENERAL NOTES: PRIOR70 START OF CONSTRUCTION, THE CONTRACTOR AND ALI THE SUECONTRACTORS SHALL Vf,:r.RIET ALL GRADES, LINES, LEVELS, DIMENSIONS „OIL') COORDINATE EXISTING CONDITIONS AT THE 3013 SITE WI4 THE PLANS AND SPECIFICATIONS. THEY H4LL REPORT ANY INCONSISTENCIES OR ERRORE.i? IN THE 4E3OvE TO TWE. ARCHITECT/ ENGINEER .5E:FORE COMMENCING (.11ORK. FROM ESTA5LISI4ED REF:ERE:NC:5 FOINTS AND RESPONSI5LE FOR ,41_L LINES, ELEVATIONS AND, MTEASUREMENTS IN CONNECTION WITH, THEIR WOW.. 2. IF ANY E'fRRORS OR OMISSIONS AfF'PEAR IN THEAWINGS, GENERAL NOTES OR OTHER. DocuMENTS, THE CONTRACTOR CQNflACTOf Sk4LL NOTIFY THE ARCHITECT/ENC.iINEER WRIT OF SUCH 01-1155 ON Q EC R FIR OR TC 5ROCEED1NC IT1-1 ANY 1.1i0.< WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTORS FAILING TO GIVE. SUCH AN ,ADVANCED NIOTICE,14E SHALL 5E RE5F-0N51131.,E FOR THE RESULTS OF ANY SUCH ERfrR0F5 CSR OMISSIONS AND THE COST OF RECTIFYING SAME :3. ALI_ DIMENSIONS SHALL 5E CONSIDER 'N01-1NA1....UNLESS OTHERWISE NOTED. EA-IENSIONS ON LARGE SCALE DRAWINGS OR 1:31.1.,5, WILL PREvAIL. OVER 5'HAL.,)„.E.R SCALEID 4. 1:().0 NOT &GALF. 1,..)WC5.. USE EIGUREL) ONLY. VERIFY 41,1 DIMEN:SION5 4 CONDITIONS, IN THE EVENT OE CONFLICT, NOTIFY THE ARCHITECT 5EF(..)RE FROCEEDiNG, SHOWER/EAT441,15 COMPARTMENTS 51-141..,1_ -.140/E FLOORS AND 1,41_1_6 C,C)NSTR,UCTED Or-rz SMOOTH, CORRO5ION RESISTANT ,AND NONAE350R5EN.T WATER-R315TANT MATER141.5 (GREEN 304L7 NOT ACC.:El'TA5L.E) TO HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMPARTMENT FLOOR AT T14E DRAIN 5Y F50. 2010. IN AN OUTSIDE UJINDOW CR, DOOR OPERA51..5- FROM THE INSIDE, THE MODE OF OPERATION SHAI.L. NOT REQUIRE THE USE OF A KEY', TOOL, SPECIAL. KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING 51441_1_ 55 NOT 1.555 THAN 20' IN WIDTH, AND 24° IN I -TEC -HT, 5.1 50. FT. IN 41RE.4 TkE BOTTOM 05 THE OPENING ,SHALL NOT 5E MORE THAN 44' ABOVE THE FiNISHED FLOOR AND NO PART OF THE CTTF24rN3 MECHANISM SHALL 5E PLACE) HIGHER THAN 54' AF3OWE FINISHED FLOOR45 VER FEC 2010. NUME3ERS 05 AE)DRES:3 SHALL 1-3E PLAcUED VISI5LE 4 LECilDLE FROM THE SIRIEET FRONTING THE PROPERTY ANP Sk4LL5E_ 3 INCHES MIN. IN 1-151c5HT. REFER TC FOUNDATION FLAN FOR CONCRETE FILLED 5LOCK CELL LOCATION, SIZE 4 REINE s. ALL. FIXED GLASS PANELS SHALL 535 SAFETY G1-456 CAT. II CAT. 11 SAFETY G.!... SHALL es USED AT ALL E.`,1-1(..)1FR/ TU5 EN.CLOSUR,E5 IINICLUID11-,16 AN'T GLAZING WITHIN 6V OF 14-1E FINISH FLOOR SUSI:ACE IN WALLS SURROUNDING ANT TUC OF SH01IER ENCLOSURE: 45 FE R 113C 2010, II. EVERY CLOSET DOOR LAT01-1 51-IALL. 5E SUCI-I 'THAT C1-IILDREN CAN OPEN THE 001R FROM TI -IE INSIDE OF T1. -.IE CLOSET. NFPA 21-2.43 12. EVERY BATHROOM DOOR LOCK SHALL EE DESIGNED TO PERMIT THE OPENING OF TI -E LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY, NFPA 21-24,4 10, 13. ATTICS NOT L'651..) Fc."..)R H.4151T4TION F'URPOSES 5I-141._1,. HAVE PROVISIONS FOR THE EMISSION OF EXCESS E4T. 1950-2010. 4. OOR PLAN LEGEND: Ii] 5 E F .•- c1.1 14 3 K 1. ICERATOR SPAC„E E :3'). INK 1.Jli 1355 0E41_ DISI-LW.71-1ER COOKTOP LINE OF CA5INE"1" A130vE 35' Hlra.;•-i KI rCHSN COUNTER 35' 4!03 KITCHEN CA5INET ISLE OPTIONAL U1451-1ER 4 r:,,,RiER OPTIONAL LAUNDRY SINK 33/ UPPER CA13. AIR1 N13LE UNIT AIR CONDENSING UNIT 33/ 45'X4a` CONC. PAD Lo 5 T ARCH TRANSOM 5E5 DEL ON SI4T A-1 22' X 35' ,4V -r!13 ACCESS PANEL., A :30' MIN, UNO5STRUCTED -4E.-4.1.7dROOM MUST 55 F10v113E 4507E THE 41313E55 oPENING. z 3 AA ELECTRICAL PANEL. SURFACE MOUNTED E.1...EG7RIcAL DRYWALL FIN61...IEP PANTRY ci.„osEr et -EINES DRYWALL.. FINIS -4::::17-1, LINEN CLOSET WITH SHELvES SHELVES GAT II 54F511' C/L. SHOWER ENCLOSURT.r.i. 24' (1) GAT 11 SA5FTY GL AS6 1)00F 42° WEIGHT GLIA'RE)RAIL 34°-3a' HEIC.141 LINE OF SECOND FLOOR 415075 LINE OF E3EAM 4507E OF GOFFE 13E11,,,INci (1.14TER. SIN(3/1.,E. OVEN No"re F0 l'ILL.u„l0r-„...).<1, AND [5,ATHR.C.--)011REC.-ESE'? REFER TO INTERIOR 737-751C31,1 HABITABLE SPACE OV ER GARAG AR.'4c:4ES 5.ENEAT4 44r5IT.A5LE FROoriS _SHALL 7;;;;,--77;,/ 13E SEPARATED E3"t-- 5/5' GYPSUM TYFE 'X' AS / / // / PEfR 2010. 15. TERMITE STATEMENT; TF..R.MITE. PROTECTION SHALL 55 PROVIDED 5Y REGISTERED TERMITICIC.DES AS E'ER R320„1 F5C. ALL 5UILDIN335 SHALL 1-IAVE PRE-CONFRUCTION TREATME1'.1T PROTECTION 4641N57' SU5TERRANEAN TERMITES AS F5C-2010. A CERTIFICATE OF COMPLIANCE 5I-IALL 55 ISSUED 'TO THE 513ILDING DEPART -TNT 5Y THE LICENSEE) PEST CONTROL COMPANY TH4.1" CONTAINS THE FOLLOWING STATEMENT: 'THE 15UIL7ING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION 05 5U5TERRAINEAN TERMITES. TREATMENT 15 IN ACCORDANCE LuiTi-i THE RULES AND LAWS EST4E3LISHED 51' THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERvICES," PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR WATER HEATER OR ELECTRICAL PANEL 45 PER 5130 2010. 15. HEIGHT OF WINDOW BILL AT 2NE7, FLOOR iEGRESS LUINDOWS 51-14LL 55 A MIN. 05 33' 450VE 11 -IE FINISH FLOOR ANIS SHALL NOT EXCEED A MAX. OF 44° ABOVE TI -IE FINISH FLOOR U551) TO PROTEC:T OPENINGS A13OVE THE FIRST STORY OF ANY 5UILDING MLLT 55 13ERT1/4NENTLY INSTALLED AND CLOSA5LE FROM THE INSIDE OF THE 5UILDING AS PER 550 2010. la, FLAME SPREAD AND SMOKE Di.ENSITY: WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREA,TER 200 AS 7ER 55213 2n.7. WA. L AND CEILING FINISHES SHALL HAvE, 4 5M0KE-DE7ELOFED INDEX OF NOT GREATER THAN 450, AS PER F50 2010. INSULATION MATE_:RIAL5, INCLUDING FACINGS, SUCH 45 VAPOR RETARDERS CR VAPOR P'ElEAF3LE MEMBRANES INSTALLED WITHIN FLOOR -CEILING A55E31E31,1E5, ROOF -CEILING 455EI'1513155. ,455EY151.,,'55, CRAIUI... SPACES AND ATTICS SHASLI.... HAVE A FLAME 51P1E40 INDEX NOT TO EXCEED 25 111.14 ,AN ACCOMPANYING 6M0KE-52EVELO13ED INDEX NOT TO EXCEED 450 A& PER F5C 2010. 19. ALL E.GRE55 DOORS SHALL 535 READLT 013EN45LE FROM THE eIDE FROM 11-1IC3-1 EGRE.$.-:S IS TO 5,5 M141, -)E WITHOUT THE 3355 05 A KEY' OF, SPEC:1AL KNOWLEDGE OR EFF(:`..T. 45 PER 930 2010. 20. GLAZING INSTALLED IN HAZARDOUS LOCATIONS 5HA1.1. 535 PROVIDED WITH A MANUFACTURE'S OR INSTALLER'S 1_455.1,.., DESIGNATING Ti PE AND THICKNESS or GLASS AND THE SAFETY GLAZINC4 STANDARD WITH 0-IICH IT COMPLIES, WHICH 15 1/15113L5 IN THE FINAL INSTALLATION 45 PER FE30, 2010. OPERATIVE WINDOW AND DOOR' ,A55EME3LIES SHALL 13E TF_STED IN ACCO3-4)ANCE WITH THE REQUIREMENTS OF 5130 2010, 21, IN 51-Ill...DINGS 1J.JrN-1 com13l,15-115LIE CEILING OR ROOF CONSTRUCTION, AN 4-r-rrc: ACCESS OPENING SHALL 55 PROVIDED WITH THE IROUG1-1-FRAME1) OPENING NOT LESS THAN 22' 55 30' AS 52513 550 2010. A 30' M.:N. LNO5STRUCTED 1--11:1'..A7?130Cr1 IN 71 -IE ATTIC 552413E SHALL 535 PROVIDED. 22. PROTECTION FR011 r...?EcAY SHALL 55 PROVIDED IN TI -IE LOCATIONS IN ACCORDANCE WITH F50 2010. 23. I-IA55TA52LE ROOMS, 1HALL3J415, CO5352I1)OR5,154TkROOM5, TOILET ROOMS,'LAUNDRY' ROOMS, LAUNDRY ROOMS, AND 5ASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS 'CHAN 1 FEET AS PER 5530 2010. 5013 1300516 UJITI-I SLOPED CEILING , AT LEAST 50% OF THE REQUIRED FLOOR 41354 05 fl -52 ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 1 FEET AND NO PORTION OF THE PEOU'RED FLOOR AREA MAY I- )4\e/F,' 4 CEILING 1-4EIGHT OTE LESS 1-1-1,AN 5 FEET. 5520 2010. 5411-11R00MS SHALL WAVE A MIN. CEILING HEIGHT OF 5'-5' 45 13513 5520 2010, WALL LEGEND: 777-77 IN5)I0ATE5 53" X a' MASONRY UNITS TO RECEIVE ONE LAYER OF 1/2" DRYWALL OVER 1' X 2' FT WOOD. 5T13I133 f-0 V or:. AND ALUMINUM 5014... INSUL4T1ON WITH "R'r,rr 4.1 VALUE c/Z,W,S,WM, 1.„ INI3ICATE5 1.1.100E.) FRAMING 51EAIRINIG WALL UJITI-1 2" X 5" '6 Igd" OC. AN11.7.) T 5" 531.....0CKIN13 AT t-'111DPOINT 1331/ (2) '2"X 0" TOF 4 F3OTTOMI 521...A1"E- A517 ONE L. ,AY E. Ps' 05 WALL ONI INTER.IOR 5117)E AND) 15432 FIRODUCT AF:IF'ROV51D, RATED% EXF051„JRIE 1, PLYWOOD) SHE ON EXTEFOR 511--)E WITH LATH AND) STUCCO, FR„'OVIIDE E3.41-1 INSULATION 1R-11 5ETWEEN INDICATES 3%" MTL. STUDS PARTITION No. 25 GAUGE 6 24" 0.0., WITH 1/2' DR). -WALL EACI-I SIDE. INDICATES 35e° 1-1T1„, el -L1)5, PARTITION No. 25 GAUGE 6 24' 0.0. WITH ONE FULL LENG,T1-1 LAYER OF I/2" DRYWALL FINIS33 EACH 5I413E AND R-11 MINIMUM 5ATT INSUL,4TION 5ETWEEN 6 ' -9" 9' -2 :EGRESS 2-24 51-4E 4a° x 14i5x, SrAFETY • 1....CAT.I1 „,„/ 12 -2 ” 1 4' ' "r-- 4' - - 6 " BEDROOM #2 5-4" C53I1_lNC a 3 11 BATH #2, • "" --- "1 41'11'-111 Kr..0„,,r 4i1 I 1 1.„ 4 54.1 ffl ELEV. +11'-0' on, OfW1). 13USS (0 (0 0 T-1" '-10" 55° x 50" FX.C.11.,_ SAFE"rr Cl.„.C41".11 - 4' 2'-6" 4' \7M,\ (1.? 4-1'-- '33 15' -0 " (OPT FULL 1.-I(21(1 PARTITION) 14211 MBATH 9'-4" CEIUJNG 1'-5" 2'-4" 10' -3" - - - 4" EGRESS 55" X 56:7" 5X. CL. EGRESS 1/2 34 51-1 SAFETY Czi_.0AT,11 1/2 34 ss+-- 10 10 :3' i'.'-4' CEILING HALL R-- , 9'-10" CEILING........... ,., ----1, I \\ 1 \ .._ 9I- 4' GE IL INC1 c...) '4"(51 GE INA, ' 4' 42' i4(71-1-. LOW WALL --- \ 1:7COR (OPT. FULL -4(-2T-r PARTITION LuITH r.poofR) ("4 1/2-34 331-1 GAME ROOM 10-0" C.:E. I L 1NG 15' - E3 93I-4` CEILING /2 3 -4 - it" 1 44. . 1 r.) 2 - 0 " ii 1 /2 - 5;4) C5) CE IL ING 9 ' 0.)„ #,`,3<74\1(E, 2 : ( 11 ".) _13±72" MASTER SUITE 10'-4" CEILING , CEILING 9'-4° CEILING )1'--3" 10 10 10 1„,191 .111 BEDROOM #3 9' -4" CE I L ING 9'-3" BEDROOM #4 ei-4" CEILING ( 1 ) 253" X 2a" FX, G.... SAFET-' CAT.11 5340 E2140,1 4',,. ' i. —7 7i I I1 i 1 2 0 ' - 0 " I I i I 1 I 1 I _ ..___..____ _ -- 1 SECOND SCAJE: 1/4' 12 _OOR PLAN 1 1 1 1 1 1 1 ev. A 24 5-45 E-GR.555 14'-2" al 40 100 I 0 of) 10 '1' -1' 10 PASCUAL PEREZ 0 * KILIDD IAN & ASSOCIATES ARCHITECT'S - PLANNERS LICENSE # AA 26001357 EDGARD() PER.EZ , ANA LICENSE No,: AR 0015394 MARIO P. PASCUAL , AIA LICENSE No. : AR 0008254 PETER KILIDDJIAN, RA LICENISE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORM, FLORIDA 33126 TELEPHONE: (305) 5921363 FACSIMILE: (305) 592-6865 http:// ppkarch.com CoPYRIGI-r© PASCUAL., PEREZ KJLIDDJIAN 4 4lA,I.5„,1,4ITEC..:7,3 rLANNERS arcilltoctur01 desalen And detail drawleee or thio building and/or overall project are th, legal property or, and 411 right,' are reaeryed by th, Architect, Their uae tor reproduction, cormtruction or dlatrIbullon la prohlblted unleae autlprIzocl In writing by the Architect REVISIONS: OWNER: STANDARD PACIFIC: HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE: (954) 538-3522 u=no p SEAL U LOT 350 ELEVATION A 4017 VENETIAN SFH 2ND FLOOR PLAN DATE : 0.5.10.13 SCALE : AS SHOWN DRAWN: MR CHECK BY: EP JOB NO.: 12-09 A-2 SHEET NO. : No. UJ DOOR TYPE 14 T MAT. TYPE RA I SE ID PANEL. F I RGL ASS, INSULATED RAISE- D PANEL, SWING SOLID CORE 1 3'-0' 6' 1 3/4 F.G. * 2 243' 6..0. I 3/8' MTL. 3 4 2- E' 2-6' 0 (2) 2'-0' 1 2'-3° 2'-0' 10 (2) 2'-4' 11 (2) 2'-6' 12 S'-0' 13 a' -o' 14 16' -0' 16 2'-er 19 2'-4' 20 9'-0' • 1 3/3' WD. RAISED PANEL, SWING • 1 3/8' UJD. RAISED PANEL, SWING • 1 3/8' U.ID. RAISED PANEL, SWING S'-0' 1 3/8' F.G. c,_r PINFRcGH- • 1 3/3' LID. 4IEtD PANEL, SWING • 1 3/5' WD, RAISED PANEL, SWING • 1 3/3' LID RAISED PANEL, SWING DOOR 6 GLASS 1 3/5' X. RAISED PANEL, SWING • ---- AL/GL. SLIDING GLASS DOOR CAT. 11 /5FTYGL 51-0" -- SLIDING GLASS DOOR CAT. II /5-1111-M.C71_ MTL. 0..1-1.GARAGE DOOR MTL. O.H. GARAGE DOOR s'-0' WD. • 1 3/5' W1D. SWING RAISED PANEL, SWING AL/GL. SLIDING GLASS DOOR FRAME MAT. DET. FP. (VD REMARKS MIL. THRESHOLD WEATHER STRIP, DESIGNATED EMERGENCY MEANS OF ESCAPE AS PER FC 2010. MIL, THRESHOLD, AIR TIGHT AND AUTO CLOSING, 20 MIN, FIRE RATED DOOR. AS PER FE3C 2010. NOT USED WD. MARBLE SADDLE WD. MARBLE SADDLE WD. MARBLE SADDLE AL. I AL CAT. 11 /5FTYGL Al.. • POOR FRAME -IALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FE3C 2010. • CLOSING POOR SHALL BE TIGHT GENERAL NOTES: 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUE3CONTR4CTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, [DIMENSIONS AND COORGNATE EXISTING COND,ITIONS AT THE JOESITE WITH 71 -IF FLANS ANID SPECIFICATIONS. THEY 51-IALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ ENGINEEEFORE COMMENCING WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL. LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR UJORK. 2. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK U./10k APPEARS IN QUESTION. IN TI -4E EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL F3E RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING 11-E SAME. 3. ALL DIMENSIONS SHALL 5F CONSIDER 'NOMINAL' UNLESS OTHERWISE NOTED. DIMENSIONS ON LARGE SCALE DRAWINGS OR )TLS. WILL RREVAL OVER SMALLER. SCALED !DRAWINGS. 4. Do. NOT SCALE EDLLS. USE FIGURED DIMENSIONS ONLY. VERIFY ALL !DIMENSIONS 4 CONDITIONS, IN THE EVENT OF CONFLICT, NOTIFY THE ARCHITECT BEFORE PROCEEDING. 5. SHOWER/BATHTUE3 COMPARTMENT'S SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER-RESISTANT MATERIALS (GREEN 504RNOT ACCEPTA5LE) TO HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMP4RIMENT FLOOR AT THE DRAIN Si FSC 2010. 6. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF 4 KEY, TOOL, SPECIAL KNOGLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5,1 SQ. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECH4NISM SHALL E3E PLACED HIGHER THAN 54' 450vE FINISHED FLOOR AS PER FC 2010. 1. NUME3ERS OF ADDRESS SHALL BE PLACED v1515LE 4 LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3 INCHES MIN. IN HEIGHT. REFER TO FOUNDATION PLAN FOR CONCRETE FILLED 5LOOK CELL LOCATION, SIZE 4 REINF. ALL F1><..E GLASS PANELS SHALL E3E 3/6' SAFETY GL455 04T. 11 !0. CAT. II SAFETY GL. SHALL BE USED AT ALL SHOWER/ TUB ENCLOSURES INCLUDING ANY GLAZING WITHIN 60' OF THE FINISH FLOOR SURFACE IN WALLS SURROINDING ANY TUB OR SHOWER ENCLOSURE AS PER FBC 2010. 11. EVERY CLOSET [DOOR LATCH SHALL 5E SUCI4 THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. INFPA 21-2.43 12. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED POOR FROM THE OUTSIDE IN AN EMERGENCY. NFPA 21-2.4.4 13. ATTICS NOT USED FOR HABITATION PURPOSES SHALL HAVE PROVIS1ONSFOR THE EMISSION OF EXCESS HEAT. F5C-2010. 14. ENCLOSE) ACCESS:.5LE SF-AC:E. UNDER 57A RS SHALL HAVE U1AL.1._5, UN1DR STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/:' GYPSUM BOARD IN ACCORDANCE WITH FC 2010. FLOOR PLAN LEGEND: F REFRIGERATOR SPACE DOUBLE SINK WITH DISPOSAL DISHWASHER COCKTOF LINE OF CABINET ABOVE 36' HIGH K.ITC44EN COUNTER 36' HIGH KITCHEN CABINET ISLE WASHER 4 DRYER SPACE LAUNDRY SINK UJ/ UPPER CA5. EF] P r(31 1 R 3 1' AIR -141‘11DLER UNIT vi AIR CONDENSING UNIT UJ/ 43'X48' CONC. F4I3uJ ARCH TRANSOM SEE DET. ON SHT A-1 22' X 36' ATT1C, 4CCESSFANEL, A 30' MIN, UNOBSTRUCTED HEADROOM MUST f3E PROVIDE 450VE THE ACCESS OPENING. X AA MARBLE SADDLE MARBLE SADDLE AT BATHROOMS ONLY AT BATHROOMS ONLY AT BATHROOMS ONLY AT BATHROOMS ONLY AT BATHROOMS ONLY MTL. THRESHOLD, GL. 4 WEATHER STRIP MTL. THRESHOLf) 4N3 WEATHER T1G1.--1111- NOT USED NOT USED FULL LOUVERED A/O CLOSET IDOOR MARBLE SADDLE AT BATHROOMS ONLY MTL. TI-IRES1-10LID AND WEATIHER TIGHT ELECTRICAL PANEL SURFACE MOUNTED ELECTRICAL METER DRYWALL FINISHED PANTRYCLOSET WITH SI -ELVES DRYWALL FINISHED LINEN COSET WITH SHELVES SHELVES CAT II SAFETY GL. SHOWER NCLOSURE 24' (W) CAT II SAFETY GLAS DOOR 42' HEIGHT CI LIARGRAL 34-35' HEIGHT HANDRAIL LINE OF SECOND FLOOR AaDVE LINE OF BEAM ABOVE LINE OF CC:4-41:E,f2 CEILNC UJATER HEATER SINGLE OVEN NOTE: FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO NTERIOR DESIGN DRAWINGS. HABITABLE SPACE OVER GARAGE GARAGES BENEATH HABITABLE ROOMS SHALL / E3E SEPARATED BY 5/5" GYPSUM TYPE "X' AS FBC 2010. 5LIILIDING CALCULATIONS: TOTAL Sci. Ft. UNDER ROCr No OF STORIES No OF BEDROOMS No OF BATHROOMS SQ.FT. OF PAVING BALCONY RAILING SCREEN ENCLOSURE SHUTTERS a TERMITE STATEMENT: TERMITE PROTECTION SHALL BE PROVIDED 5Y REGISTERED TERMITICIDES AS PER R320.1 FEC. ALL 15l.11LINGS el -44i_ HAVE FRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS FEC -2010. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT, 'THE BUILDING HAS RECEIVED 4 COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED 5'1 THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR WATER HEATER OR ELECTRICAL PANEL AS PER FC 2010, 16. HEIGHT OF WINDOW SILL AT 2ND. FLOOR EGRESS WINDOWS SHALL 5E A MIN. OF 36' ABOVE THE FINISH FLOOR AND SHALL, NOT EXCEED A MAX. OF 44' ABOVE THE FINISH FLOOR 11. SHUTTERS USE1.7) TO FROTECT OFEN1INC75 AF30VE THE F1RST STORM OF ANT BUILDING MUST EE PERMANENTLY INSTALLED AND CLOSABLE FROM THE INSIDE OF THE BUILDING AS PER FBC 2010. I. FLAME SPREAD AND SMOKE DENSITY: WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 45 PER FC 2010. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. AS PER FC 2010. INSULATION MATERIALS, INCLUDING FACINGS, SUCH 45 VAPOR RETARDERS OR VAPOR PERMEABLE MEM5RANE5 INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING A5SEM5LIES, WALL ASSEME3LIES, CRAWL SPACES AND ATTICS 51-IASLL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 45 PER FC 200. 19. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EGRESS 15 TO E3E MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. A5 PER FEC 2010. 20. GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH A MANUFACTURE'S OR INSTALLER'S LABEL, DESIGNATING TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION 45 PER Fi3C 2010. OPERATIVE WINDOW AND DOOR ASSEMBLIES SHALL 5E TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF PBC 2010. 21, IN 5UILDING5 WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED WITH THE ROUGH -FRAMED OPENING NOT LESS THAN 22" BY 30' 45 PER FE3C 2010. A 30° MIN. UNOBSTRUCTED HEADROOM IN TI -4E ATTIC SPACE SHALL BE PROVIDED. 22. PROTECTION FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS IN ACCORDANCE WITH FBC 2010. 23.. HABITABLE ROOMS, HALLWAYS, CORRIDORS, E3ATHROOM5, TOILET ROOMS, LAUNDRY ROOMS, LAUNDRY ROOMS, AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 1 FEET AS PER F5C 2010. FOR ROOMS WITH SLOPED CEILING , AT LEAST 50% OF THE REQUIRED FLOOR AREA OF THE ROOM MUST PAVE A CEILING HEIGHT OF AT LEAST 1 FEET AND NO PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN 5 FEET. FEC 2010. 54-1141ROOMS SHALL HAVE. A MN. CEINC1 HENT OF 61-a° 45 FER FEC 2010. WALL LEGEND: INDICATES 5,"x5"x16' MASONRY UNITS INDICATES 3-5/5" METAL STULDS PARTITION 24' 0.0. UJITI-4 1/2" DRYWALL EACH 66lLos.22V=s16,Li No. 25 GAUGE CHANNEL -SHAPED STUDS 16" 0.0. WITH 1 FULL-LENGTH LAYERS OF 1/2" DRYWALL EACH SIDE AND R -I1 INSULATION BETWEEN STUDS. AREA CALCULATIONS: FIRST FLOOR 4/C F.:FACE 1,521 SQUARE FEET SECOND FLOOR A/C SPACE 1,615 SQUARE FEET TOTAL A/C SPACE :3,136 SQUARE FEET GARAGE 445 SQUARE FEET C;OVEREID ENTRY 55 SQUARE FEET COVERED TERRACE 233 'SQUARE FEET TOTAL 3,815 SQUARE FEET 2, 260 50. FT. 2 5 4 520 SQ. FT. N/A N/A N/A g) CN OPTIONAL Ki EGIRES5 2-2.6 SH IT; BEDROOM #5 9'-4" CEILIN 40'-0" 2-2' (4-) 4" cT 1 ///// EIL Nt's c;LG 1 -4E141.1 -T - 74A / #;# 3-1 0 sE TN1 NIRGT 0E 0A, - 5FA0E UNDER STAIR PANTRY a; (-t 41i-4 1 4' 3-2' 5" _ 6 3'-0" 10-5" CASUAL DINING 9'-4" CEILINC I \ \ \ CV _\ 1 \ \ / / 1 \ , -s, \ _ I \ 1 / \ 1 \ \I 12' -2" BOPPEDCEL'N( CLG HEIGHT A41 KITCHEN 9'-4" CEILIN [±1 _AUNDR '-4' CEILIN 0 N 1-4' 19'-4' 2 CAR GARAGE 9'-4" CEILING 0 _01 (GONG, PAVERS TYP.) 20' -a" 6 cl 1 tt) 'r C.11 71- 5'-4" 1'-�," I I- .?' -2 1/2' CEILING 2'-1" 23'-5" LANAI '-4' CEILIN (CONC. PAVERS TYP.) 13' - 4" >a- - 2" FAMILY ROOM 9'-4" 15" -1" ELEV. +0-0" TOP CONC. 51_45 r 3'-4" 1' -0!" -0" -0 ' CEILING FOYER = `9'-4" CEILIN -111 Ci4 IJII a'-£3' CEILING 11'-2' a' -a' CEILING 10' 2" 15'-5" DINING ROOM 9'-4° CEILING LIVING ROOM 9'-4" CEILINC1 DESIGNATE MEANS OF EGRESS AND EMERGENCY MEANS OF ESCAPE. LANDINGS/FLOORS AT THIS MEAN OF EGRESS DOOR SHALL NOT E3E MORE THAN 1-1/2' LOWER THAN THE TOP OF THRESHOLD 45 PER FC 2010. FIRST F SCA _E: 15'-0" COVERED ENTRY ^ CEILING (GONG, PAVERS TYP.) 2'-8" 40-0" 5'-2" 10'-6" OOR PLAN Elev. A 2 -8" I2'- 4" a' -a' CEILING (2) 1/2 36 51-1 4'-5" 11'-0" 1 2'-1' t ri -c(1 crl 1' -1" PASCUAL PEREZ .. KILIDDJIAN & ASSOCIATES ARCHITECTS - PLANNERS LICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL , AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 AT THE BEACON CENTER 1300 NW 84th AVENUE DORM., FLORIDA 33126 TELEPHONE: (305) 5921363 FACSIMILE : (305) 592-6865 httpi/www.ppkarch.com F',45C-LIA,-, PEREZ, K'L,J!AN 4 4580CIATE6, ARCHITECTS - PLANNER$ The architectural design and detail drawings of this buildine and/or overall project aro the legal property of, and all rI2hta are; reserved by the Architect. Their use for reproduction, construction or distribution to prohibited unless authorized In writing by the Architect REVISIONS: 03.1814 DOOR SCHED. OWNER: STANDARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL 33028 PHONE (954) 538-3522 SEAL A STANDARD PACTIC HOMES CO LOT 350 ELEVATION A 4017 VENETIAN SFH 1ST FLOOR PLAN RKLAND, FLOR 0 DATE : 05.10.13 SCALE : AS SHOWN DRAWN : MR CHECK BY: EP JOB NO.: 12-09 ANN1 SHEET NO. : PASCUAL 9PEREZ9 AT THE BEACON CENTER 1300 NW 84th AVENUE DORAL, FLORIDA 33126 TELEPHONE : (305) 592-1363 FACSIMILE : (305) 592.6865 http://w .pp<arch.corr 1;17- 4 - ; 'Fre oes 0#'###,..#'#1 V5 47,1, tre ,s(O (5,e ys 4" t C 0(1 11N EX OF ARCHTEC 1. C -C) 2. SP -'I 3. 1P-1 4. A•1 5. A-2 7. A-4 8. A-5 9, A•0 10. A-7 11. E-1 12. E-2 1.3. M-1 14. M•2 15. P•1 15. P•2 17. D-1 18. D•2 [) A\ COVER SHEET' SITE PLAN LADSCAPING PLAN 15 U. FLOOR FLAN • H EVA HON 2NL). FLOOR PLAN - ELEVA IION FRAMING 84, MU- FUN ILV A 1 Or'( [UN/ I ION A • I RON 1 AND REAR FTEVA TON A • RICH AND EFT SECTIONS ELEVATION A STAIR PLAN AND DE, FAILS 151. FLOOR 1 [ELI RICAI PI AN 2NL). FLOOR EE(;! KCAL PIAN 151. FLOOR mrcHANIcAL PLAN 2ND. FLOOR MICHANICAL PLAN 151. FLOOR PLUMBING PIAN 2ND. FLOOR P11 /MBING PLAN WALL SECTION AND DETAILS DE AILS IIAN ASSC 19 5.1 20. 5.2 21. 5.3 22. 5-4 23. 5-5 21, 5-6 25. 5-7 FONI )ATION FLAN 2NL). FLOOR PLAN KOOF ERAMINC PLAN SEC & DEIAII 5 DE [AILS In TAILS Gl- N1 RAI. NO I FS & 1.31 1 AILS JAL UR NOL2ilL STRUCT(JRIES, s RUCTURAI, E N NEER S CARLOS 11. - 4. #49283 -1 .930 N. HIATUS 24 . SUJTE 1 01 (AIR.", , 171,02.1.1.HA :5351 - 54. () 741-2312 F1 ( (54) 747-86.*') 0\ NER SIX'DARD PACIFIC HOMES 2000 NW 150 AVENUE PEMBROKE PINES, FL .33028 PHONE: (954) 538-3522 AS P ASCUAL EREZ !LIDDJ1AN & ASSOCIATES ARCHITECTS - PLANNERS IICENSE # AA 26001357 EDGARDO PEREZ , AIA LICENSE No. : AR 0015394 MARIO P. PASCUAL AIA LICENSE No.: AR 0008254 PETER KILIDDJIAN, RA LICENSE No. : AR 0093067 FANDARD PAC RC HOMES COMMJNFY 4017 VENE !AN CONST. TYPE V/B UNPRO EEC -ED OCCUPANCY GROUP R3 CA -Ur -DRY FLORIDA BLDG. CODE 2010 11111OW111111116111 DISCLAIMER: 251 LA1DSCAPE BUFFER EASEMENT C.B. NO117'21 55.00' tre..14840t.r, uJ 131 23 cJ 23 ffl V) 111 m ---; 0 Slaged.,1 o II I &." 12'lLra C.B. 1 • L... -c) VA 24 A, ALT S01.17'21'E 55.001 WATERCREST CIRCLE W THE PLANS CONTAINED HEREIN AR A TOOL FOR THE IMPLEMENTATION OF A LANDSCAPE DESIGN. THE PLANT LIST QUANTITIES ARE TO BE USED ONLY AS A GUIDE. THE CONTRACTOR SHOULD VERIFY QUANTITIES AND ADDRESS DISCREPANCIES WITH THE LANDSCAPE ARCHITECT OR OWNER. THE BASE INFORMATION HAS BEEN INTERPRETED FROM VARIOUS SOURCES AND SHOULD NOT BE USED FOR CONSTRUCTION, PRIOR TO CONSTRUCTION THE CONTRACTOR SHOULD VERIFY ALL MEASUREMENTS WITH A SURVEYOR, ENGINEER OR ARCHITECT. FOR ACCURATE BASE INFORMATION REFER TO THE SURVEY OR ARCHITECTS PLANS, THE DESIGNER DOES NOT WARRANTY ACCURACY OF THE BASE INFORMATION. THE HARDSCAPE ELEMENTS (DECKS, POOLS, DRIVES, ETC.) SHOWN HEREIN ARE FOR INFORMATIONAL PURPOSES ONLY; THE EXACT LOCATIONS AND DIMENTIONS ARE NOT GUARANTEED AND SHOULD BE VERIFIED WITH A SURVEYOR. GRASSHOPPER'S LANDSCAPE AND DESIGN, INC. ASSUMES NO LIABILITY FOR THESE ELEMENTS. COPYRIGHT: THE FOLLOWING DRAWINGS ARE INSTRUMENTS OF SERVICE TO THE LANDSCAPE ARCHITECT. THEY ARE NOT PRODUCTS OF DESIGN. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS/THESE DRAWINGS ARE OWNED BY AND PROPERTY OF THE DESIGNER, AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FiRM, OR CORPORATION WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. NOTES: ALL SOD SHALL BE ST. AUGUSTINE FLORITAM ALL PLANT MATERIAL SHALL BE FLORIDA #1. OR BEI I ER IRRIGATION SYSTEM TO PROVIDE 1.00% COVERAGE. ALL MATERIAL SUBJECT TO AVAILABILITY AT TIME OF INSTALLATION. WEATHER, TIME OF YEAR, AND / OR INDUSTRY CONDITIONS MAY AFFECT SIZE AND SPECIES AVAILABILITY, GRASSHOPPER'S LANDSCAPEING RESERVES THE RIGHT TO MAKE MINOR SUBSTITUTIONS WITH PLANTINGS OF EQUAL OR GREATER VALUE, IF NECESSARY. THE INTEGRITY OF THE DESIGN INTENT WILL NOT BE COMPROMISED BY ANY CHANGES. ....... 11 11911MEMONMEND A MINI.RA WWIRMIMPRIMMIMWARE PLANT LIST KEY AAA AC AC3 AC I FAK GCI GC2 LH LSI LS2 MN NT1 NT2 NT4 PS PTI TA QV QTY DESCRIPTION 41 NATIVE FLORIDA PODOCARPUS COLUMN BOUGAINVILLEA TREE, PURPLE 1 CRINUM QUEEN EMMA 10 FAKAHATCHEE GRASS 56 LANTANA GOLD 27 JUNIPER COM-DACIA 12 WAX JASMINE 13 SANSEVIERIA HANNI 35 ILEX SCHILLINGS 58 COCOPLIAV 2 LIVE OAK 3 PIGEON. PLUM TREE 1 FLORIDA RED MAPLE, 12 CROTON NIAMEY 2 FOXTAIL PALM 2 DAHOON HOLLY 1 LIVE OAK STREET TREE 0 5 10 20 GRAPHIC SCALE 30 = 10' TYPr,F, SIZE SHRUP SHRUB GROUNDC.,OV1-HR GROUNDCOVER SHRUB 000UNDOOVER SHMJI.:3 SHRUB mr-vJoR ACCFNTIRU.'. ACCIHNT TREE SHRUB MAJOR 'TREE ACCENT TREE: MAJOR TR; -:-1E LOCATION VAP NOT TO SCALE 41 7E4' 42 15 GAL, 4' 5' OA 25 GAL, 5' X 4' - 5' 7 GAL, 30'X 24" 3 GAL, 24" X 24" 1 GAL 8" x 8" 1 GAL 6" x 8" 3 GAL; 18" x 18" 1 GAL, 6" X 6" 3 GAL, .10" x 10" 3 GAL, 24'' x 14" 16' - 18' X 7' OA, 3" GAL MIN 10' OA, 4'- 5' SPD,2" MIN CAL 10' X 5' OA, 2" GAL 3 GAL, 14" X 141' 18' X 9' OA SGL 10' X 5' OA, 2" CAL 15' X 7' 3 DBI -I 33 73T 31 3S-0 29 TS2- 28 20 76- 17 36 15' 14 12 -11 ARMUI021.11.31.015,18.11M 2012.7= dE172..12.12&ESAMITALB .4M.415.WIRNAKETZLIIVE2AMW1124414311=211X2415; \ CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! -800-432-4770 SUNSHINE STATE ONE CALL OF F-LORft-_,A, INC. aiLHALAIUMERLIKOZEMTZSEIMATIMMENZEGROSIMMMEMNC,256. ;04F,0 ATL.„/V,'„7-0 DEL;77,AY E:;EACH FLOWIDA �323i'5FAX 97C)4 ip! cx LLJ EL_ z a_ 0 z 31 31 (z) z LLJ REVISIONS C) r:F3 0333 0037 3703 k.itilMeranARAMISMA114.0.01 31L(1)( < - c_D .., Cf. ---- ...7D , ILJ ---1 ..., , . .,,,-), : _1 z >-- 1 — ,r.) 73 r7 r ) _7., --, ; ,,‹- H- -Ir --, Ua C2j l_l_J ( '31_ 1---- CO - (- j (:7 - C[Z2 <{1< L Er1 0 (: <-, /) (<14, 1-----. __I 31 3) 3,1 30) 31 br) 33< 31 0" (<3 r;) Lc) 31 4 hP P-0 r/ 0 ra,i1.....Satti.M.1.44461•1.101,1WWWIN.W.1414. DATE 11/27/1:3 BRAWN BY 0AH '1F,8./ PC. -- SCALE 1/10 G. ALLAN 1 --IF NDERIcci ,R,TT No. LAFFC66974 STATE Or FIOPTDA, - FOR Nftlk. FIR1 DATE IghAtinagq,VAIFIRMA:0444.12.0.1e.M.7,4441FRII9 JOB # 5857 SHT.F10. LP F 1 SHEETS YIPIN0.4(.15051.841TOWARX, GENERAL NOTES DE[-H|7-IONS 1. CITY -- 2. 2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UT|L|TY SUBCONTRACTORS 3. ENGINEER - ENGINEER RESPONSIBLE F[R INSPECTION AND CERTIFICATION DROC[DUR[ A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE CITY, CONTRACTOR` SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED PARTIES. SILT FENCE OR ��/��LES PER � r 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE CTY PRIOR TO_'-'.� _�'� ._ �,U.[).|. INDEX lU��-�� \_| | FENCE OR HAY BALES .�. ` ! ER F .^ ./ .T. INDEX 103 THE PRE -CONSTRUCTION MEETING. T A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH AWWA C151/A21.51-81. 4. ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE CI TY PRIOR TO COMMENCEMENT 09 CONSTRUCTION, 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. G. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL. SUBSTITUTION SHALL 89 APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB I TE� 7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY /F OTHER UTILITIES (NOT SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE UTILITY CONFLICTS AND THE UTILITY ADJUSTMENTS AS REQUIRED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAC[ OR DISRUPTION OF SERVICE. THE CONTRACTOR SHAI L BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK S|TE. O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY FACILITIES. 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM 09 24 HOURS IN ADVANCE. 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR 5[RUC|URES WITHOUT THE PRESENCE 09 A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY ONLY BE OPERATED BY CITY PERSONNEL. 12. FAC.L/TIES PROPOSED HEREIN SHALL BE CDNSlRUCTED N ACCORDANCE WITH [HE APPROVED PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE CITY. 13. UPON CDWPLE1|DN OF CONSTRUCTION AND PRIOR TO FINAL ACCEPiANCE OF THE WORK, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. 14. PAVING, DRA|NACE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARHENT GF TRANSPORTATION ROADWAY AND DESIGN STANDARDS' STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PALM BEACH COUNTY TYPICAL No. 1-9-99-001 /LATEST RENS0N\ UNLESS SHOWN OTHERWISE. 15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A [REGISTERED LAND SURVEYOR, REGISTERED IN THE STA FE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITY. 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. 17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE /1-800-432-4770\ 48 HOURS IN ADVANCE OF CONSTRUCTION. 18. GRADES SHOVVN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHAI L BE REQUIRED TO ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. 18. CON TRACTOR SHALL MAA -AIN LOCAL TRA' EPIC AT ALL TIMES DURING CONSTRUClIDN AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, L|GH7lNG, SIGNAGE AND FLAGMEN AS NECESSARY TO PROVIDE 909 THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCl0N. 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCDON SHALL NOT BE USED IN THE CONSTRUCTION OF NEW LIMEROCK BASE. 21. ALL VEGETATION, DEBRIS, CONCRETE DR OTHER UNSUITABLE MATERIAL__ SHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE. 22. CON TRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DENCES, SUCH AS TURBIDITY ;PEENS, CURTAINS AND FLOATING BLT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY S|ANDARDS. 23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS U[ UNLESS OTHERWISE NOTED. 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARK/NIG. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED 909 ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY TUE CON FRAC TOR. ALL COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE HE ROADWAY RECCNETRUCl.CN AND UTILITY IMPROVEMENTS SHALL BE |NCLLOED IN THE COSTS 09 DHIER APPROPRIATE PAY ITEMS. 26. CONTINUITY OF WATER AND SEWER SERVICE TO CI TY UTILITY CUSTOMERS SHALL BE MA|N[A|NED |HROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, U SHALL BE SCHEDULED FOR OFF PEAK HOURS WITH THE CITY. DETERMINATION OF SERVICE BREAK REQUIREMENT WILL BE MADE BY THE CITY. 27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION, 29. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UOL|TlE5, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTILITIES. .� . . 1 �� -�-r�-��-w��'�� /` . '/ / ' _ / n1 o/ . . `^ ~ '''�^/ .. ,' I'� -a /\ --TURBIDITY �`��`��'�� BARRIER EXISTING LAKE WATER OCKIROL ELEV. 8.3 (12584 AC • WATER SURFACE) LAKE PROPOSED EDGE OF WATER PROPOZED LAKE WATER CONTROL ELEV. 0.8 (10.41 AC �=*�mv�/�,� ��TU��|0T�/! /�� / `.�*��/��.��^ " / /� �� |�� xu �\ / ' '~` ?5 � H� ]/;�| - �/ |� -+*-^--4��---�| cs��` /�� -� � �� /� �_ _ � � � ` /�`.` |/ �� | �� \�~~' � � '�'u `` , `� ' .� , ` ` `` ' '' \ �`r, / . - -+ � ' � \_ ' � i i �� EXISTING '-'`'`� ' /'»`/ LAKE t � / « DF WATER / / {t' / �r / SILT FENCE OR � , HAY BALES PER / ��r`�_`_.^ �[)[lT INDEX 103 / . ,^/,`^, ., I 'l/�� a', ••�� ,.�� " � ' ',�� - '� � -1-+ � -----r=�--' | ' -��--\` | / / | N0 �000n TURBIDITY ^ ��|�u��-/ ��r`'`.x -' -'--� � '_z/+^ , � -'" ` _PROVIDE TEMPORARY PLUG, [l� _/ ..^^v/��_ `�., INSTALLTEMPORARY TURBIDITY /\ /`//``�.^^. . / eu BARRIER UNTILCONNECTION �� /^/ OUTFALLIS APPROVED BY ��|� �»�� PROPOSED EDOE OF WATER | ` �_� � �� -� --��-.�--a �� f--|--+-r� --- . :IL- ,�'� " � � ,1 --"7--- --1 i |t + L | |, ,,,i 1! 11i |" | �-' vfU 1I ' PRCPOSED EDGE Cf WATER i`� ___.___'__ _ V' ^ = SILT FENCE _N� PROPERTY LINE / /..�/ u� / . u/"�- �l��1l��_� ^'^~~~'^~^^"'^^^ PLAN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /S\ NOTE: PLACEMENT OF 5POU MATERIALS WILL BE LIMITED TO BUFFERS AND OTHER AREAS NOT BEING DEVELOPED. /_|NLET FILTER INSTALLATION � WITHOUT FRAME AND GRATE VVRE SUPPORT - MOULD 6x6^, 5/5 GA. 49 #/100 5O. ET. W:iLD WIRE SUPPORT EXTEND 6" MIN. AT SIDES BACKFILL AFTER INSTALLATION OF INLET FILTER NOT TO SCALE --SECURE FILTER FABRIC TO FRAME AND GRATE NOTES: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR FO REMOVE FABRIC uU57 PRIOR |O PAVING. A SLD|wENr TRAP WTI_ BE EXCAVATED BEHIND THE CURB Al THE INLET. THE DAS|N SHALL BE AT LEAST 12 TO 14 |NCM[3 IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA 1.1URB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. \i.j.sET FILTER __ . ..� N.T.S. - SIT FENCE OR HAY BALES PER F.D.O.T. INDEX 103 + .��.��. /. LEGEND SIP BOUNDARY OF POLLUTION PREVENTION (SLIT FENCE OR HAY BALES PER F..D.O.T. INDEX 103) TURBIDITY BARRIER �� PROPOSED FIFE AND CATCH BASIN �� /-�| | | | �r| /-�� -i�| | i_j | |\} `\ STEEL OR EXTRA FILTER _�-_- WOOD POST � STRENGTH FABRIC NEEDED WITHOUT WIRE MESH SUPPORT - FOR ADDITIONAL STRENGTH! FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 ---INCH (MAX,) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS ) - FLOW .4* 77-- FLOW 4~ FLOW 10 FT. MAX. SPACINCWiTH WIRE SUPPORT FENCE 6 FT. MAX.SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A 3|L[ FENCE SHALL NOT EXCEED 36 INCHES (90 C1v1). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. POSTS SHALL BE SF -ACED A NAXNEM OF 10 FEET (3 |.i) APART AT THE BARRIER LOCATION AND DR|VEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (.30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 N). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AZ 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 WW) LONG, TIE Y0RES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE FRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. SILT T �� ''� ' ' '� NCE INS-�| | �T[lk .,~' '``-�'`. `'.` Slotted PVC Connector Pipe (Metal C:|/or Reinforccd) � � (Shee//��- of 7\ t 1'-/ \-18 0z. Nylon Reinforced PVC Fabric (.300 psi Test). TYPE II A LD O 1 v..O N.T.S. Sheathed EAW Steel Cable (9000 Lb,. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) C!onod Cell Solid Plastic Foam Rotation (8^ Dia. [quix) (17 bo. Per Ft. Buo}onoy� -Stress Plate �,c~�onized '"Chom r £� REMOVE EXISTING OUTFALL. -- ^^`,// ,.`_`_. INSTALL TEMPORARY TURBIDITY ''`~~ ' '`^-^- /`�'^��/^�/ ' ' BARRIER IN EXISTING DITCH UNTILREMOVALIS COMPLETE. `^^~.°,/ ._�_/^_. F7 R F-\ /E \T| O\ PLAN /\ k FENCE POST (WOOD OR STEEL) FABRIC-- RUNOFF DIG 4" WIDE 8c 4" DEEP -- TRENCH, BURY BOTTOM O^ OF FABR|C, AND ANCHOR TED BACKFILL MATERIAL � 0 _ � -~rn��D^'�'�/�'' � U V / SILT FENCE SECTION NOT TO SCALE • DIRECTION OF RUNOFF WATERS 1 1 1 PLACE THE END POS [ OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP /\TT/\CHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DE 1A 2 of 2) Closed Cell Solid Plastic Foam Flotation (6" Dia. Equiv.) (12 Lbs. Per Ft. 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) With Lacing Gnommncc~ ,/ +' TYPE 1 [, =5' Std. (Single Panel For Depths 5' or Less). D'~5' Std. (Additional Panel For Depvhs 5') Curtain To Reach Bottom Up To Depths Of N |oet. Two(2) Panels To Be Used For Depths Greater lhon 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES | AND U MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOI E RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES | AND U SHALL BE AS APPROVED BY THE ENGINEER. F! /lAT| - UR�|�|TY ��|��/� - - - - _ N.T.S. Rope (600 /� Breaking '~� ~'`~^'y Strength) IM~ivnniz=d Chaim ia / D 9.1b NIS� [7� DATE 4/1 /11 DRAWN BY B�� .��L�.��_ �C A [_ hL k)OHN/F. WHEELER 1PROFESSIONAL ENGINEER LICENSE NO . 25478 |STATE OF FLORIDA I ENGINEERING #E8-0003591 DATE: o '2w •MCV•011E1.501111•Marlaft, JOB # uuu7 | SHula. P P OF 19 SHEETS �o� CITY OF PARKLAND BUILDING DEPARTMENT 954-753.5447 Date Received. 3/25/14 Permit Number: BLDG1312-0134 Lot, 350 [Block: Subdivision,: BRUSCHI Job Address. 8885 WATERCREST CIR W. Work Description: 350 WATERCREST • k1,-.\ ContractorSTANDARD PACIFIC Phone: 954 OF FLORIDA (3P DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL :,i , ljAx%V.A_ aZiek. ELECTRICAL PLUMBING I I\ ilFri-JANIICAI 1