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HomeMy Public PortalAbout008-12 Large PlanCA& �\ CJL/IVCTION k� SCALE: 1 " =20' JOB NO. 61836 02/06/08 FIELD LOCATION OF IMPROVEMENTS 07/24/08 WOOD DECK TIE IN AND TOPOGRAPHY IN AREA IN QUESTION 10/30/08 ADDED PROPOSED DRIVEWAY AND GARAGE LOT 6 LCONc _.e �S l OUND 1/2" IRON ROD AND CAP ILLEGIBLE x / PROPOSED / DRIVEWAY 9.7' CO cV 4 O O O O O O Z I EASEMENT --� 6' FOUND 3 "X3" CONC. MONUMENT NO IDENTIFICATION 7' CONC. 6' -- i LOT 4 S73.5 778_09''s 7 E7 14-49, ,,,�8. 26.0' �8.7 o PROPOSED o N GARAGE C F777 26.0' WOOD WATER 1 DECK _(MOVEABLE PER CLIENT) N7g °1 1 '13, 144 I i co m w Z Z O DO �Q Icl) LEGAL DESCRIPTION: O ( Q q cn w to O a, l OO co u- Z U) BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 27, PAGE 69. Z E w CONC. N90'00'00 "W 44.72' FOUND 1/2" IRON ROD NO IDENTIFICATION /L - CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL i I w z z Q w O LL O O J N Q) tn 7.72' 25.00' GT SURVEYING SERVICES, IN P.O. BOX 211747 s '' WEST PALM BEACH FLORIDA 33421 -1747 NOV 20018 OFFICE: 561 - 753 -0353 FAX: 561 - 753 -0342 �1 =`fzRn& s E -MAIL ginogts @aol.com I I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE FOUND T' 3" CONC. SHOWN HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR MONO ENT NO NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 7.70' IDE IFICATION 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLO DA. STAT S. 7.83' - -- SIGNED: GINO FUR O SUR YOR AND MAPPER FLORIDA ENSE .:5044 FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYORWAPPER NAMED ABOVE. MAP OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 27, PAGE 69. PROPERTY ADDRESS: 2730 AVENUE AU SOLEIL /ANCHOR EA EMENT GULFSTREAM, FLORIDA 33483 7.85' 8.02' \ z5'-� FLOOD DATA: ZONE: A5 8.5 COMMUNITY NUMBER: 125109 COMMUNITY NAME: TOWN OF GULFSTREAM FOUND 1/2° PANEL NUMBER: 0001 IRON ROD AND SUFFIX: D CAP ILLEGIBLE. LOWEST FLOOR ELEVATION: 14.35' 5.0' SOUT OF PLATTED CERTIFICATIONS: PROPER 28 9' CORNER CHARLES F. CARLINO GENERAL NOTES: z .n O I W 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC O a CINI __I RECORDS WAS MADE BY THIS OFFICE. o o Q 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC Lj 0 VERTICAL DATUM) OF 1929. O > w D 0 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND ;U w j < ENCROACHMENTS. < z I 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH Q D u J O RECORD DATA UNLESS NOTED. 0 W ~ 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE < O L i c? FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. O -z w Z PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE O r Z ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. Q j 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN cc EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7.95' 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 61G17 -6.003 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) Q) tn 7.72' 25.00' GT SURVEYING SERVICES, IN P.O. BOX 211747 s '' WEST PALM BEACH FLORIDA 33421 -1747 NOV 20018 OFFICE: 561 - 753 -0353 FAX: 561 - 753 -0342 �1 =`fzRn& s E -MAIL ginogts @aol.com I I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE FOUND T' 3" CONC. SHOWN HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR MONO ENT NO NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 7.70' IDE IFICATION 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLO DA. STAT S. 7.83' - -- SIGNED: GINO FUR O SUR YOR AND MAPPER FLORIDA ENSE .:5044 FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYORWAPPER NAMED ABOVE. 1 � I CONC.' I I PROJECT LOCATION MAP GULFSTREAM BLVD ORCHID LANE 2 Lu J � J 0 o PROJECT Q LOCATION U M Lu Z Q iNOiGo P�lrvr _NORTH N.T.S. I I i I __j CD LU a z 0 0 0 C D 0 (S) Q -j LiJ LL LL- 0 C U) Lij 2 Qz W a �D Ld J a m � z Lr w 11J �D z Ld z Q� Q Lli m I I I I I I I INJU UU UU VV 44./2 ��II11� NORTH LEGAL DESCRIPTION I LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE S 1 T Ef PLAN IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN THE PLAT BOOK 27, PAGE G9. CARDINAL CIRCLE C-A - - - - - - - - - - - - - - - - _ - WRIGHT OF WAY TOTAL AREA CALCULATIONS EXISTING FLOOR U/A AREA .......................... 1,5G9 S.F. TOTAL U/A AREA ........................................ 1 , 569 S.F. NEW 2 CAR GARAGE............. ....................572 S.F. NEW OVERHANGS ........................................ 324 S.F. EXISTING GARAGE........ .............................. 294 S.F. EXISTING OVERHANGS ... ............................... 8G I S.F. TOTAL AREA ............ ............................... G F. riP LOT CALCULATIONS AREA OF LOT: 14,G79 S.F. OF BLDG. COV. TO TOTAL LOT: 24.0 OF A/C SPACE TO TOTAL LOT: 10.7% GEN 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" (2004 EDITION) AS ADOPTED BY THE GOVERNING BLDG. DEPT. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS. 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT J0135ITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS, DO NOT SCALE THE DRAWINGS. 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOP ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THI5 CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. G. THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON - STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 10. ALL WINDOWS AND DOOR5 SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 1 1. ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH THE LOCAL GOVERNING BUILDING SECURITY CODE ORDINANCE AS LAST AMENDED. 12. ALL FIXED GLAZING AND GLA55 BLOCK SHALL BE INSTALLED TO WITHSTAND 140 MPH, 3 SECOND GUST WIND LOAD. 13. TRU55 MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERED CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRU55 DESIGN FOR APPROVAL. 14. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU'5 AND MISCELLANEOUS EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS. 15. PROVIDE GROUTED CELL AT BEARING POINT OF EACH GIRDER TRUSS. I G. ALL INTERIOR LOAD BEARING PARTITIONS SHALL BE CONSTRUCTED WITH BEARING CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 17. CONCRETE SHALL CONFORM TO A5TM C94 -83. ALL CONCRETE WORK SHALL BE IN ACCORD WITH ACI 3 18 -83 AND ACI 301 -84. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530 -92 AND ACI 530.1-92. 18. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR BARRIER- 3/4" BEAMS AND COLUMNS- 1 112" FORMED CONCRETE BELOW GRADE- 2" UNFORMED CONCRETE BELOW GRADE- 3" 19. REINFORCING STEEL: GRADE GO (FY= GO,000). A5TM AG 15-62 S 1, 20. PLACING DRAWING AND BAR LISTS SHALL CONFORM TO A.C.I.'5 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ". (A.C.I. 315 -80) 21 . DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORD WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION ", AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. 22. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 23. CONCRETE BEAM SIZES MAY BE INCREASED (8" MAXIMUM) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR BEAMS (25" MAXIMUM) AND ADD 245 BOTTOM IF DROP EXCEEDS 8 ". 24. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BAPS ABOVE. 25. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL, 2G. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4' -0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. :RAL NOTES 27. REINFORCING STEEL SHALL BE LAPPED 30 BAR DIAMETERS MINIMUM WHERE SPLICED, AND SHALT- BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 3C BAR DIAMETERS MIN. 28. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 29, ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE AN APPROVED PRESSURE TREATED WOOD, OR PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOU5 MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE, 30. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO SAME. 3 1. HEADERS FOR FRAMED OPENING GREATER THAN 0 -0" MUST BE ENGINEERED AND STAMPED BY THE TRU55 MANUFACTURER UNLESS NOTED OTHERWI5E. 32. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3 - 2 X 125 (FOR WOOD FRAME CONSTRUCTION DEPENDING ON WALL THICKNESS) EXCEPT WHERE NOTED, 33. DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE, NO. 2 OR BETTER OR SHALL PROVIDE ALLOWABLE 5TPE55 VALUES OF 1200 PSI IN BENDING POP SINGLE MEMBER USES, 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1 800 K51 OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY, 34. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 3G7 -81 A MACHINE BOLTS - A 325 -83 C TUBULAR STEEL - 500 -82 A GRADE B (4(; K51) 35. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING 50CIETY "STRUCTURAL WELDING CODE ". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.5. A5.1 E70XX. 3G, SEE FOUNDATION NOTES AND FRAMING NOTES FOR MORE INFORMATION ON THESE ITEMS, 37. TOPICAL CURING REQUIRED RbP ALL SLABS AND FLATWORK (U.N.0). 38. CONTRACTOR SHALL PROVIDE DRAINAGE PER DEVELOPMENT DESIGN GUIDELINES. 39. STRUCTURAL ENGINEERS NOTES SHALL 5;JPEP5EDE ARCHITECTURAL GENERAL NOTES WHENEVER THESE A °.E IN CONFLICT NATH EACH OTHER 40. ALL EXTERIOR GLAZING SHALL BE IMPACT RE515TANT PER 2004 FLORIDA BUILDING CODE. 41 . A WATER CLOSET, LAVATORY, OR. BIDET SHALL NOT BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL: PARTITION, VANITY, OP OTHER OBSTRUCTION, OR CLOSER THAN 30 INCHES FROM CENTER TO CIE' :TEIR BETWEEN TOILETS OR ADJACENT FIXTURES. THERE SHALL BE AT LEAST 18 INCHEL, CLEARANCE IN FRONT OF THE WATER CLOSET OR BIDET TO ANY WALL, FIXTURE OR PC )OR. WATER CLOSET COMPARTMENTS SHALL NOT BE LESS THAN 30 INCHES WIDE AND GO INCHES DEEP. THERE SHALL BE AT LEAST 15 INCHES CLEARANCE IN FRONT OF A LAVATORY TO ANY WALL, FIXTURE OR DOOR. 42. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH F.B.C. 2004. MAXIMUM FLOW RATE5 AND CON5UMPTION TABLE.. PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY LAVATORY FAUCET 2.2 GPM AT GO P.5.1. SHOWER HEAD • 2.5 G.P.M. AT 80 P.5.1. SINK FAUCET 2.2 G.P.M. AT GO P.5.1. WATER CLOSET I .G GALLONS PER FLUSHING CYCLE " A HANDHELD SHOWER SPRAY 15 AL50 A SHOWER HEAD, CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. AREA CALCULATION CRITERIA BUILDING SETBACK CRITERIA SEC 70 -70 FLOOR AREA CALCULATION SEC 70 -74 SETBACKS. FOR PURPOSES OF COMPUTING THE FLOOR AREA RATIO, FLOOR AREA SHALL BE DEFINED (a) MINIMUM BUILDING SETBACKS. THE FOLLOWING TABLE PROVIDES THE MINIMUM AS FOLLOWS. "FLOOR AREA SHALL MEAN THE GROSS FLOOR AREA OF A STRUCTURE AS REQUIREMENTS FOR PRINCIPAL AND MINOR ACCESSORY STRUCTURES. THOSE ACCESSORY MEASURED FROM THE OUTSIDE OF THE EXTERIOR WALLS AND SHALL INCLUDE OR EXCLUDE STRUCTURES NOT DEFINED AS "MINOR" SHALL MEET THE SAME SETBACKS AS PRINCIPAL THE FOLLOWING: STRUCTURES. (I) ALL FLOOR AREA UNDER A SOLID ROOF WHETHER OR NOT THE AREA IS ENCLOSED WITH WALLS (I.E. PORCHES, BALCONIES, BREEZEWAYS, ETC.) SHALL BE INCLUDED. (2) AREA UNDER AWNINGS WITH LEG SUPPORTS OR THOSE THAT EXTEND MORE THAN THREE FEET OUT FROM A STRUCTURE SHALL COUNT AS ONE -HALF SHALL BE INCLUDED. (3) FLOOR AREA UNDER CEILINGS WHICH ARE HIGHER THAN 15 FEET SHALL COUNT AS DOUBLE. (4) AREAS UNDER SCREEN ENCLOSURES SHALL COUNT AS HALF. (5) AREAS UNDER EAVES OR ROOF EXTENSIONS OF 2 112 FEET OR LESS SHALL NOT BE INCLUDED. (G) AREAS IN BASEMENTS SHALL NOT BE INCLUDED. (7) AREAS IN ATTICS THAT CANNOT BE USED FOR LIVING AREA SHALL NOT BE INCLUDED IF THE CEILING HEIGHT DOES NOT EXCEED G 112 FEET AND THERE AREA NO WINDOWS. (ORD. NO. 00 -1 , § 28, 3- 10 -00) GULFSTREAM "PLACE AU 5G -%iL DISTRICT" FRONT ADDRE55 OTHER THAN A i A PRINCIPAL 30' MINOR ACCESSORY 25' .33 SIDE INTERIOR PRINCIPAL NOTE # I PORTIONS OVER 20,000 50. FEET MINOR ACCESSORY 12' .20 STREET NOT FRONT NORA IA PRINCIPAL 20' MINOR ACCESSORY 17' REAR INTERIORIHEACH PRINCIPAL 20' MINOR ACCESSORY 15' A I A REGARDLE55 Of ADDRE55 PRINCIPAL N/A MINOR ACCESSORY N/A ` WATER CONNECTED TO ICWW PRINCIPAL 30' MINOR ACCESSORY 20' SEC 70 -71 FLOOR AREA RATIOS NOTE: 1. TOTAL OF BOTH SIDE SETBACKS SHALL BE A MINIMUM 01 30% OF LOT WIDTH; HOWEVER, NO SINGLE FLOOR AREA RATIO (FAR) IS THE RELATIONSHIP BETWEEN A BUILDING'S TOTAL FLOOR AREA SETBACK SHALL BE LESS THAN 15 FEET. AND THE ;AREA OF THE LOT IT SITS ON. IF A BUILDING IS 2,500 SQUARE FEET AND IT SITS SPECIAL SETBACK REQUIREMENTS: ON A LOT OF 10,000 SQUARE FEET, IT'S "FAR" IS .25. THIS DIRECT RELATIONSHIP RESULTS IN THE ABILITY TO BUILD BIGGER HOMES ON BIGGER LOTS. WHILE A RATIO OF TOTAL FLOOR (1) EFFECTIVE LOT AREA. ALL SETBACKS SHALL BE MEASURED FROM THE LOT LINES_ AREA TO LOT SIZE SUCH A5.25 MAY BE APPROPRIATE FOR SMALLER LOTS, ON LARGER LOTS ESTABLISHED UNDER THE EFFECTIVE LOi AREA DE5�INITION. THE RESULT CAN BE UNNECESSARILY AND INAPPROPRIATELY LARGE HOMES. THIS IS (2) DRIVEWAYS. A FIVE FOOT MINIMUM SETBACK 15 REQUIRED EXCEPT FOR THE PARTICUL/k.RLY A PROBLEM WHEN TWO LOTS ARE COMBINED AND ARE NOW TWICE AS LARGE DRIVEWAY APRON. AS THE LOTS NEXT DOOR. THIS SECTION PROVIDES A METHODOLOGY FOR MAINTAINING A (3) PATIOS AND DECKS UP TO EIGHT INCHES HIGHER THAN HIGHEST ABUTTING GRADE. REA50NA13LE OPPORTUNITY TO BUILD LARGER HOMES ON LARGER LOTS, WHILE RECOGNIZING THE SETBACK IS A MINIMUM OF THREE FEET FROM ALL PROPERTY LINES. THAT THE RELATI0ON5HIP TO THE SCALE OF AN EXISTING NEIGHBORHOODI5 AN IMPORTANT (4) WALLS AND FENCES ADJACENT TO STREETS. NO SETBACK 15 REQUIRED PROVIDED COMMUNITY CHARACTER CONCERN. THE WALL OR FENCE IS LOCATED ON THE PROPERTY (NOT ON THE RIGHT -OF -WAY) IN ORDER TO ESTABLISH A SLIDING SCALE WHICH REDUCES FLOOR AREA RATIO YIELDS ON AND AT LEAST FIVE FEET FROM THE EDGE OF THE PAVEMENT. WALLS AND FENCES LARGER LOTS; THE FOLLOWING "FAR" STEP DOWN SHALL BE USED: IN THE OCEAN DISTRICT SHALL BE A MINIMUM OF 1 2 FEET FROM THE A I A RIGHT -OF -WAY LINE. AT STREET CORNERS, A VISIBILITY TRIANGLE SHALL BE PROVIDED "FAR" CALCULATIONS EFFECIVE LOT AREA GULF STREAM CORE OCEAN WE5T BEACH FRONT NORTH/50UTH PLACE au 50LEIL MAXIMUM "FAR" FIRST 20,000 SQUAREFEff .33 .33 33 .33 .33 PORTIONS OVER 20,000 50. FEET 20 .20 .20 .20 .20 F.A.R. CALCULATIONS FOR A MINIMUM DISTANCE OF 10 FEET IN BOTH DIRECTIONS FROM THE INTERSECTING POINT OF PROPERTY LINES. NO WALL OR FENCE SHALL BE LOCATED IN THE VISIBILITY TRIANGLE. (5) A DETACHED ONE STORY ACCESSORY STRUCTURE OF MORE THAN 300 S.F. SHALL BE SUBJECT TO THE SAME SETBACKS AS THE PRINCIPLE STRUCTURE. (ORD. NO. 00 -1 , §§ 26,29,30,3- 10 -00) �9 ACCESSORY STRUCTURE (2 CAR GARAGE): TOTAL STRUCTURE AREA: . F. ACTUAL FLOOR AREA RATIO: 0.24 (3,560/ 1 4,679) ALLOWABLE FLOOR AREA RATIO: 0.33 MAXIMUM ALLOWABLE STRUCTURE AREA: 4,844 S.F. (I 4,679 X 0.33) AF3BREVIATI0N5 A.F.F. ABOVE FINISHED FLOOR ALUM, ALUMINUM ANOD. ANODIZED BD. BOARD B.O.B. BOTTOM OF BEAM CAB. CABINET CLG. CEILING CLOS. CLOSET CLR. CLEAR CMU. CONCRETE MASONRY UNIT CNTR. COUNTER COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CT. CERAMIC TILE DBL. DOUBLE DN. DOWN DR. DOOR DTL. DETAIL DWG. DRAWING DWR. DRAWER EA. EACH EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXT. EXTERIOR FBD. FIBER BOARD FD. FLOOR DRAIN FE. FIRE EXTINGUISHER FIN. FINISH PLR. FLOOR FRP. FIBERGLASS REINF. PLASTIC F.V. FIELD VERIFY GA. GAGE GALV. GALVANIZED GC. GENERAL CONTRACTOR GL. GLA55 GYP. BD. GYPSUM BOARD I.M. ICE MAKER I NT. INTERIOR HC. HANDICAP ACCESSIBLE H.M. HOLLOW METAL HT. HEIGHT JST. JOIST LAM. LAMINATED LAV. LAVATORY MANUF. MANUFACTURED MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM MISC. MISCELLANEOUS MLD. MOLDING M.O. MASONRY OPENING M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL MUL. MULLION NIC. NOT IN CONTRACT NT5. NOT TO SCALE O.C. ON CENTER OD. OUTSIDE DIAMETER OPNG. OPENING OPT. OPTIONAL PL. PLATE PLAM. PLASTIC LAMINATE PLYWD. PLYWOOD PNL. PANEL P.O.5. POINT OF SALE PR. PAIR PREP. PREPARATION PTD. PAINTED QT. QUARRY TILE RA. RETURN AIR RAD. RADIUS RE. REFERENCE RECEPT. RECEPTACLE REINF. REINFORCED REQ'D. REQUIRED RM. ROOM R.O. ROUGH OPENING S.C. 50LID CORE 5CHED. SCHEDULE SIM. SIMILAR 5TD. STANDARD STL. STEEL STRUCT. STRUCTURAL SU5P. SUSPENDED TEMP TEMPERED TYP, TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLE55 OTHERWISE NOTED VCT. VINYL COMPOSITION TILE VEPIT. VERTICAL VLOJ. VERIFY LOCATION ON JOB W/ WITH W/O WITHOUT W.G. WATER CLOSET WD. WOOD W. H. WATER HEATER WIN. WINDOW WSCT. WAINSCOT WT. WEIGHT WWF. WELDED WIRE FABRIC 008 -12 INDEX TO DRAWINGS ARCHITECTURAL IV NOS 0 3 2008 A- I ARCHITECTURAL SITE PLAN A -2 FLOOR * ELECTRICAL PLANS AND FRONT, RIGHT SIDE, LEFT SIDE, * REAR ELEVATIONS A -3 FOUNDATION * ROOF FRAMING PLANS AND TYPICAL WALL SECTION A -4 STRUCTURAL NOTES * DETAILS lopYATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 EMAIL: yrades @bellsouth.net www.yra- design.com MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: O Z W O � � Q � � Q Z O O ' (\ O z � Q • PERMIT SUBMITTAL SET 10 -30 -08 SEAL SHEET NO. on OF 4 SHTS Copyright © 2008 Yates Rainho Architects Inc. O�(V In "T i `n HB+ 20-011 3' -0" I I ' -0" 12-0" WALL LEGEND 3' -0" X 0' -8" X 1 3/4" NON - BEARING FRAMED LESS THAN GO" ABOVE FLOOR AT TU135 AND SHOWERS SWING MINERAL CORE SHALL BE TEMPERED. }LGFI (� FIBERGLASS FLUSH PANEL r - - - - NON - BEARING FRAMED CONSTRUCTION WALL ABOVE AND NOTES ON STRUCTURAL DWG5. DOOR (MATCH EXIST.) 12' -0' X 0' -8" SLIDING MASONRY TIE BEAM INFORMATION. GLA55 DOOR ALL VERTICAL ELEVATION DATUM FOLLOWED BY "A.F.F." 15 rl=Ll REFERENCED FROM THE 0' -0" FINISHED FLOOR. IF NOT 0, G FOLLOWED BY "A.F.F." THE VERTICAL ELEVATION IS SWITCH SINGLE POLE REFERENCED FROM THAT ROOMS FLOOR ELEVATION, FLUORESCENT LIGHT FIXTURE w DREAKER PANEL 1 -15 R HI-HAT GL'G. G. MOUNTED 80 2 Ln I i� I IMF u- U7 F� -- - -i71 u- R 1 -20 up 22 "x3G" 1 `� f i �p - 100 ATTIC 1 �_i 1 X ACCE55 ; ,x, i x SPACE 8OB N.L.O.J.) I \ - 6 I/ \I N - METER j 24' -8" 1 OO1 - z SPACE - - 10 KAIC 0 N 10 KAIC N w 10 KAIc - O SPACE - - L - - -TJ 1 I I AIC 1 L - -I - -J F---- - - - - -- - - -� New 2 Car - u- (0 Ga rage JD 5PACE - N- I �J LINE OF Nr - X2 I 8' FLAT CLG ABOVE. x 12 13 FROM REF. 0 -#GG /0 N I FIN. FLOOR N - - I PANEL'S' - I W E- 1 15 I N I - 2 -0 X 2' -G" FG = i I W/ MUTTONS I G' -0" X 7-0" OVERHEAD IL - - - 16 17 METAL GARAGE DOOR O S - W/ RA15ED PANEL - - (INSULATED, MATCH i i I I 1 C.W.P. EXISTING) I G' -O" I' -4" Ilk 20-011 FLOOR PLAN SCALE : 114" = P -O" FLOOR PLAN NOTES WALL LEGEND I . ALL WINDOWS AND GLASS ENCLOSURES WITH SILLS NON - BEARING FRAMED LESS THAN GO" ABOVE FLOOR AT TU135 AND SHOWERS Q CONSTRUCTION SHALL BE TEMPERED. }LGFI (� 2. REFER TO GENERAL NOTES ON SHEET A- I r - - - - NON - BEARING FRAMED CONSTRUCTION WALL ABOVE AND NOTES ON STRUCTURAL DWG5. L_ - - _ - J OR HIDDEN 3. REFER TO STRUCTURAL DRAWINGS FOR MASONRY TIE BEAM INFORMATION. ® CONSTRUCTION ALL VERTICAL ELEVATION DATUM FOLLOWED BY "A.F.F." 15 rl=Ll REFERENCED FROM THE 0' -0" FINISHED FLOOR. IF NOT 0, G FOLLOWED BY "A.F.F." THE VERTICAL ELEVATION IS SWITCH SINGLE POLE REFERENCED FROM THAT ROOMS FLOOR ELEVATION, FLUORESCENT LIGHT FIXTURE ELECTRICAL SYMBOLS (EXTERIOR) DUPLEX RECEPTACLE AT 12" A.F.F. . Q GARAGE DOOR OPENER SWITCH DESCRIPTION INCANDESCENT LIGHT CL'G. MOUNTED }LGFI (� DUPLEX RECEPTACLE GROUND FAULT t SECURITY LIGHTS 1/4" = INCANDESCENT LIGHT WALL MOUNTED 1 DUPLEX RECEPTACLE WATERPROOF 0i SWITCH D15CONNECT rl=Ll F.P. #L. METER E DISC. 0, G GARAGE RCPT5 SWITCH SINGLE POLE I I FLUORESCENT LIGHT FIXTURE Q DREAKER PANEL 1 -15 R HI-HAT GL'G. G. MOUNTED 80 2 0.7 I i� I IMF I 200 I I 2 GO "A. F.F. W.P. G.F.I. db (B -2) �i- In VERTICAL WOOD 51DING 12 (TYPICAL, MATCH EX151T.) 8 WOOD SHAKE ROOF (TYPICAL, MATCH EX151T.) 12 I liTill 111111 11 TI 11 111111 111111 11 111 111111 11 1111 11 1111 111111 11 TI 11 111111 11 TI 11 111111 IITFN +40.7: p5f +40.7 psf - 53::3'p'5f ': - 53'.3:p5f.. 0 4 "X2 112" MTL SMOOTH STUCCO DOWNSPOUT FINISH OVER C.M.U. (TYP. OF 2) (MATCH EXISTING) - 4 2 "A. F. F.4p 22x36 ATTIC G.F.I. (B -2) ACCE55 W1 SW. LIGHT OUTLET (VLOJ) (B 3) 42 "A.F.F. -- (5 G.F.L (B -4) � x O O 4 2 "A.F.F. > > G.F.I. m \ m (B -4) -- -------- - - - - -- 1 I FOR GARAGE I DOOR OPENER 42 "A.F.F.I I (VLOJ) G. F. I . I I I 1 PANEL I 1 1 1 CONNECT LIGHTS TO 5EN50R GARAGE DOOR GO "A.F.F. _ __ - _ _ -�� GO "A.F.F. REMOTE KEY PAD (VLOJ) ELECTRICAL PLAN SCALE : 114" = 1' -0" FRONT ELEVATION SCALE : 1/4" = P -O" VERTICAL WOOD 51DING (TYPICAL, MATCH EX151T.) WOOD 5HAKE ROOF (TYPICAL, MATCH EXI51T.) WOOD SHAKE ROOF (TYPICAL, MATCH EX151T.) @ GARAGE METAL RAIN GUTTER (TYPICAL, 5ELECTION BY OWNER) FL ELEV 12 WOOD �8 (TYPICA 4 "X2 112" MTL SMOOTH STUCCO DOWNSPOUT FIN15H OVER C.M.U. (TYP. OF 2) (MATCH EXISTING) - REAR (EXTERIOR) TRIP POLE ELEVATION WIRE DESCRIPTION 3 #4, #4G DEMAND (KW) 3 #3/0, #4G WIRE 5CALE : 1/4" = I ' -0" 1 -2 "C R # 12 PNL'B' 1.0 ELECTRICAL NOTES I . PROVIDE GFI CIRCUITS FOR ALL BATHROOM, GARAGE, EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE THW COPPER, UNLESS NOTED OTHERWISE - VERIFY WITH BUILDER. 2. ELECTRIC FIXTURE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 3, ALL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE AND ALL APPLICABLE ORDINANCES AND LAWS. 4. ROMEX IS ACCEPTABLE. 5. FIELD VERIFY LOCATION OF F.P.L. ELECTRIC METER AND DISCONNECTS. COORDINATE LOCATIONS OF WP /GFI OUTLETS, HOSEBIBBS, SHOWERS, A/C CONDENSING UNITS, ETC. WITH ACTUAL ELECTRIC SERVICE LOCATIONS. G. MAXIMUM NUMBER OF RECEPTACLES PER DEDICATED CIRCUIT SHALL BE PER APPLICABLE CODES. 7. CONNECT ALL NEW FIXTURES TO SPARE CIRCUITS IN EXISTING PANELS. (GARAGE) (EXTERIOR) TRIP POLE (HOUSE) WIRE DESCRIPTION 3 #4, #4G DEMAND (KW) 3 #3/0, #4G WIRE CONDUIT TRIP POLE -I 1 /4 "C 1 -2 "C R # 12 PNL'B' 1.0 0, G GARAGE RCPT5 r20on l I I I PNL'A' I 2 120/240V 10.3W 1 -15 R #14 80 2 0.7 I i� I IMF I 200 I I 2 1 120/240V I I 10,3W I R 1 -20 4 5 - 100 - 1 �_i 1 1 200 F' 1 1 SPACE 8OB - - 6 7 - METER j 1 i 1 OO1 - - SPACE - - 10 KAIC 8 L 10 KAIC M.L.O. - 10 KAIc - - SPACE - - L - - -TJ 1 I I AIC 1 L - -I - -J II - - - 5PACE - - SPACE - - - 12 13 - 0 -#GG /0 - SPACE - - 5PACE - I - 1 15 - - - SPACE i I j -2 "c 1 - - - 16 17 / #4G i S - SPACE - - SPACE i i I I 1 C.W.P. 1 18 19 - - - i i 1 - - -J 1 XfOOTING L- - - - - -- SPACE - - - 20 1 1 STEEL - - SPACE TO F.P.L.- -I 1 - SPACE - 3 #3/O j 22 23 - -2 "C _J - SPACE - - SPACE 5/8 "x8' CU. - - ELECTRICAL RISER DIAGRAM GNO ROD - - - - - -- EXISTING TO REMAIN N.T.5. NEW WORK 3 @ GARAGE METAL RAIN GUTTER (TYPICAL, SELECTION BY OWNER FL ELEV 5M FIN (M /., SMOOTH 5TUCCO FINISH OVER C.M.U. (MATCH EXISTING) - 3 +37.1 p5f -46.0 p5f @ GARAGE METAL RAIN GUTTER (TYPICAL, SELECTION BY OWNER - -� - - -- -- - - ----- + 0' -0" - - - FL ELEV NOTE: GARAGE DOOR TO BE 4 RA15ED RAISED PANEL METAL DOORS. (MATCH EXISTING) RIGHT SIDE ELEVATION SCALE : 1 /4" = 1 ' -0" LEFT SIDE ELEVATION 5CALE : 1 /4" = 1 ' -0" NEW ELECTRICAL PANEL'S' �I CIR. # TRIP POLE CONDUIT WIRE DESCRIPTION DEMAND (KIM DEMAND (KW) DESCRIPTION WIRE CONDUIT TRIP POLE CIR.� # 1 1 -20 R # 12 GARAGE DOOR 1.0 0, G GARAGE RCPT5 # 12 R 1 -20 2 3 1 -15 R #14 GARAGELT5 0.7 0.4 GARAGE RCPT5 #12 R 1 -20 4 5 - - - 5PACE - - SPACE - - - 6 7 - - - SPACE - - SPACE - - - 8 9 - - - SPACE - - SPACE - - - 10 II - - - 5PACE - - SPACE - - - 12 13 - - - SPACE - - 5PACE - - - 14 15 - - - SPACE - - SPACE - - - 16 17 - - - SPACE - - SPACE - - - 18 19 - - - 5PACE - - SPACE - - - 20 21 - - - SPACE - - SPACE - - - 22 23 - - - SPACE - - SPACE - - 24 25 2G 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 TOTALS: 1.7 K.V.A. 1.0 K.V.A. BRANCH BREAKERS= 10 000 A.I.C. TOTAL CONNECTED LOAD: 2.7 K.W.= 1 1.3 AMPS. ESTIMATED DEMAND LOAD: 1 1.3 AMPS SEE CALC5, FEEDER 51ZE I5 TO BE: SEE RISER TYPE: THWN/THHN RATED VOLTAGE: 120 240 1 PHASE 3 WIRE BRANCH POLE5: 24 MOUNTING: SURFACE BU5 RATING: 100 AMPS CONT. NEUTRAL BUS 15 TO BE: FULL GROUND BAR: 15 REQUIRED KEYED DOOR: 15 REQUIRED FEED I5 TO BE: BOTTOM PANEL I5 TO BE: LOAD CENTER MAINS: BREAKER LEGEND: NC =NON- COINCIDENTAL• R= ROMEX• E= EXISTING MAIN C.B. RATING: 80 AMPS CONT. *ARC FAULT TYPE BREAKER NEW PANEL TY CALCULATIONS HVAC (HEAT WORSE CASE) @ G5% = 0.0 K.V.A. X 0.G5 = 0.0 K.V.A. 15T 10 K.V.A. @ 100% = 2.7 K.V.A. X 1 .0 = 2.7 K.V.A. REM. K.V.A. @ 40% = 0.0 K.V.A. X 0.4 = 0.0 K.V.A. TOTAL = 2.7 K.V.A. TOTAU240 = 2.7 K.V.A. /240 = 1 1 .3 AMPS. @ GARAGE + 8'-O" T.O.TB. METAL RAIN GUTTER (TYPICAL, SELECTION BY OWNER FL ELEV FAULT CALCULATIONS A.I.C. PER F.P.L. (WORSE CASE) 20,833A SYM f= 2.00 x 100' x 20,833 = I .G5 10,500 x 240V M= 1 = 0.377 I +f > 0.377 x 20,833A = 7,8G I A SYMMETRICAL SERVICE CALCULATIONS (EXISTING SQUARE FOOTAGE = 1 ,509) GENERAL LTG @ 3W /S.F. = 4,707 V.A. (3) SMALL APPLIANCE @ 1 .5 KW EA. = 4,500 V.A. DISHWASHER = 1 ,500 V.A. WASHER = 1 ,500 V.A. DRYER = 5,000 V.A. LAUNDRY = 1 ,500 V.A. _ ". _ E Dj* OVEN = 1 2,000 V.A. BATHROOM IRCUITS NC @ 100% = 7,500 V.A. ELECTRIC WATER HEATER = 4,500 V.AT -VE, TOTAL EXISTING = 44,207 V.A. NEW LOAD ADDED = 2,700 V.A. TOTAL LOAD = 4@,907 V.A. HVAC @ 100% = 7,500 V.A. X 1 .0 = 7,500 V.A. 1ST 8,000 V.A. @ 100% = 8,000 V.A. X 1 .0 = 8,000 V.A. BALANCE V.A. @ 40% = 3 1 ,400 V.A. X 0.4 = 1 2,503 .V.A. TOTAL = 28,0@3 V.A. TOTAU240 = 28,003 V.A. /240 = 1 1 7 AMPS. YATES RAINHO ARCHITECTS INC. CUSTOM •RESIDENTIAL •COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX:561- 493 -1560 EMAIL: yrades @bellsouth.net www.yra- design.com MEMBER: DATE: MAY 19, 2007 APPROVED:D.A.R. JOB NO: 08 -0525 REVISIONS: O O O -01� � Q < u- Q W Q o w O o M O r 1 < `vJ • PERMIT SUBMITTAL SET -30 -0 10 8 SEAL SHEET NO. Q pp ®O ® if A -2 OF 4 SHTS Copyright ©2008 Yates Rainho Architects Inc. C n 20-011 111-01- 3' -0" 3' -4" 121-411 5' -10" I "1, I G' -0" FOUNDATION MARK EI LEJI 101111010101 BOO O 5 5 B3 Lu PLAN TB: (TYPICAL), 8x I G BB, (1) #5 TOP, (1) #5 ['OTT., in 1/4" = P -0" I "1, I G' -0" FOUNDATION MARK EI LEJI 101111010101 BOO O FB2] 8F201 B, Wg =790 # /FT, Wu =350 # /FT B3 Lu PLAN TB: (TYPICAL), 8x I G BB, (1) #5 TOP, (1) #5 ['OTT., O 1/4" = P -0" P -0" E a El I 1 N 1 I 1 I FLOOR SHALL BE 4" THICK, 3,000 P.S.I. CONCRETE SLAB WITH GxG v ; 10/ 10 WWF OVER G MIL VAPOR ; v BARRIER, ON COMPACTED TERMITE i MFI `t TREATED FILL. (2) LAYER5 W.W.F. @ GO" PERIMETER. o w FIN. 5LAB w i N I I N EL. - 0' -4.5" d i (BELOW EX15T. HOUSE F.F.) N D i i O 1 (U i N 5" TYP. RECESS d i PAU CM MFI L-------- - - - - -- ----------------------- ------------------------- - - - --J N 101111 E 1 1031111111 E ED) 0 I Do I "1, I G' -0" FOUNDATION MARK DESCRIPTION F I 1 Gw x I Gd, MONO FOOTING W/ (2) #5 CONT. FB2] 8F201 B, Wg =790 # /FT, Wu =350 # /FT B3 PLAN PLAN TB: (TYPICAL), 8x I G BB, (1) #5 TOP, (1) #5 ['OTT., SCALE : 1/4" = P -0" P -0" FOUNDATION LEGEND MARK DESCRIPTION F I 1 Gw x I Gd, MONO FOOTING W/ (2) #5 CONT. mll FOUNDATION NOTES COLUMN AND FOOTING CENTERLINE5, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. REFERENCE ELEVATION +0' -0 ", SEE SURVEY PLOT FOR NGVD AND BUILDING ORIENTATION. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR 5LAB5 ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW /DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. INDICATES #5 VERTICAL REINFORCING BAR, U.N.O. IN CELLS FILLED WITH GROUT ENDS OF REBAR5 SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 DEG. HOOK. REBAR5 SHALL BE PLACED AS SHOWN IN THE PLANS. SPLICES IN REINFORCING BAR5 SHALL NOT BE LE55 THAN 48 BAR DIAMETERS ( #5 = 30 ", #7 = 42 "), AND REINFORCING SHALL BE CONTINUOUS. RATIONAL ANALY515 WAS PERFORMED TO DETERMINE THE STEEL REINFORCING FOR THE FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 P5F. REINFORCING FOR FOUNDATION SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES OF DIRECTION WITH THE ADDITION OF A CORNER BAR 30" ALONG EACH LEG, FOR EACH BAR IN FOUNDATION. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. METAL RAIN GUTTER (TYPICAL, SELECTION BY OWNER) 4 "X2 112" MTL DOWNSPOUTS (TYP. OF 2) — ROOF MARK FRAMING El8F201 B, W6j=398 # /FT, Wu= 180 # /FT FB2] 8F201 B, Wg =790 # /FT, Wu =350 # /FT B3 8F I G I B, Wg= 1 527 # /FT, Wu =G94 # /FT PLAN TB: (TYPICAL), 8x I G BB, (1) #5 TOP, (1) #5 ['OTT., T/,5'-O" REF. FIN FLR. SCALE : 114" = P -0" ROOF FRAMING LEGEND MARK DESCRIPTION El8F201 B, W6j=398 # /FT, Wu= 180 # /FT FB2] 8F201 B, Wg =790 # /FT, Wu =350 # /FT B3 8F I G I B, Wg= 1 527 # /FT, Wu =G94 # /FT TB: (TYPICAL), 8x I G BB, (1) #5 TOP, (1) #5 ['OTT., T/,5'-O" REF. FIN FLR. WIND LOADING A5CE 7 -02 ENCLOSED MEAN ROOF HEIGHT = 15-0" MAX EXPOSURE C IMPORTANCE FACTOR = 1.0 WIND SPEED = 140 MPH VELOCITY PRE55URE = 3G.25 P5F INTERNAL PRE55URE COEFFICIENT = +/- . 18 (ENCLOSED) 10 P5F U5ED FOR DEAD LOAD IN CALCULATING NET UPLIFT PRE55URE5. FOLLOWING UPLIFT PRE55URE5 BASED ON Atnb= 10 517 ZONE I WIND UPLIFT = 42.78 P51F. ZONE 2 WIND UPLIFT = 50.03 P5F. ZONE 3 WIND UPLIFT = 50.03 P5F. ZONE 2 WIND UPLIFT (OH) = 79.03 P5F. ZONE 3 WIND UPLIFT (OH) = 79.03 P5F. FOLLOWING PRE55URE5 BASED ON Atrlb =20 5F ZONE 4 * 5 MAXIMUM P051TIVE COMPONENT AND CLADDING PRE55URE _ +40.96 P5F ZONE 4 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRE55URE = -44.59 P5F ZONE 5 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRE55URE= -53.65 P5F LATERAL CAPACITY OF TRU55 ANCHORS HAS BEEN CON5IDERED. ROOF FRAMING NOTES THE STRUCTURAL FRAMING SHOWN 15 5CHEMATIC IN NATURE. HOWEVER THE 5UPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CL05ELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. PROVIDE SHOP DRAWINGS FOR APPROVAL. FAILURE TOP PROVIDE 5HOP DRAWING5 MAY RESULT IN ADDITIONAL ENGINEERING. ALL PLYWOOD FOR WALL AND ROOF SHEATHING 15 TO BE 1 9/32" APA RATED STRUCTURAL SHEATHING, 40/20, EXP05UKE I NAILED WITH 8D @ G " 1014" U.O.N. BOTTOM OF TIE BEAMS MAY BE DROPPED TO ACCOMODATE WINDOW HEAD HEIGHTS. PROVIDE ADDITIONAL (2) #5 BAR5 FOR EACH 8" DROP. CONTRACTOR TO VERIFY ALL DIMENSIONS. REPORT D15CKEPANCIE5 TO THI5 ENGINEER PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWING5. THE BEAM DEPTHS HAVE BEEN 5ET ACCORDING TO THE ARCHITECTURAL REQUIREMENTS FOR WINDOW /DOOR HEAD HEIGHTS. CONTRACTOR TO VERIFY DEPTH5 AND REPORT DISCREPANCIES TO THI5 ENGINEER IMMEDIATELY. ALL CONCRETE BEAM5 DEEPER THAN 12" SHALL HAVE NOMINAL 8" BEARING ON 5UPPORTING MASONRY. BCLB - 2X4 BOTTOM CHORD LATERAL BRACING @ 8' -0" BCDB - 2X4 BOTTOM CHORD DIAGONAL BRACING A5 5HOWN (25' -0" MAX) VXB - VERTICAL X- BRACING A5 5HOWN (5EE DETAIL) GRAVITY LOADING LIVE LOAD = 30 P5F (10 P5F BC FOR ATTIC 5PACE5) DEAD LOAD = 25 P5F (1 5 P5F TC / 10 P5F BC) WOOD SHAKE ROOF (MATCH EXIST.) INSTALLED PER LOCAL CODES AND AS PER MANUF. INSTRUCTIONS ffi RECOMMENDATIONS ON (1) LAYER 90# FELT HOT - MOPPED TO (2) LAYER 30# FELT (TIN- TAGGED) ON 19/32" PLYWOOD (EXTERIOR GRADE) SHEATHING, NAILED PERPENDICULAR TO FRAMING END JOINTS STAGGERED W /Sd RING SHANKS (0. 1 13 "DIA. MIN.) OR I Od NAILS @ G" O.G. THROUGHOUT, 4" O.C. @ GABLE ENDS 4 4" @ DIAPHRAM BOUNDARIES. 2X2 COPPER DRIP EDGE ON ROUGH SAWN I X2 DRIP STRIP ON 2X 12 FASCIA SMOOTH SAWN FINISH. (TYP., MATCH EXIST.) SECURE W/ (2) 1 Gd @EA. TRUSS. - 8' -0" A.F.F. T.O.T. B. METAL RAIN GUTTER (SELECTION BY OWNER) T* G YELLOW PINE GRADE NO.2 SOFFIT W 14" CONT. P.V.C. VENT. TAPER STUCCO FOR DRIP CAULK TAPER STUCCO FOR DRIP PRECAST RATED WINDOW SILL OR CAST -IN -PLACE WINDOW SILL MATCHING THE IMPACT SILL PROFILE (8 "x8" W/ (1) #5 CONT.) TO RECEIVE IMPACT RATED GLAZING. SMOOTH STUCCO FINISH ON 8" CMU (MATCH EXIST.) PAINTED (COLOR TO MATCH EXIST.) — (1) # 5 BAR IN FILLED CELL CONTINUOUS FROM TIE BEAM TO FOOTING (30" LAP MIN.) (VERIFY LOCATION W/ STRUCTURAL DRAWINGS) jk EL. 0' -0" 1p REFERENCE FINISHED FLOOR FIN. GRADE � CONNECT 4 "X2 112" METAL DOWNSPOUT TO STORM DRAINAGE PRE - ENGINEERED WOOD 5/8" DRYWALL ON WD. TRUSSES @ 24" O.C. PAINTED (COLOR BY OWNER) SEE STRUCTURAL DWGS FOR STRAP AT EACH TRUSS EMBEDDED INTO BOND BEAM AND FASTENED OVER TOP CHORD OF TRUSS (SEE ROOF FRAMINING PLAN FOR DETAILS.) P.T. WD. BUCK SEE ELEVATIONS * FLOOR PLAN FOR WINDOW TYPE, SIZE, t LOCATION. NOTE: GLAZING SHALL BE IMPACT RATED U.N.O. SMOOTH STUCCO FINISH PAINTED (COLOR BY OWNER) NOTE: SEE SHEET A -2 STRUCTURAL DWGS FOR FURTHER INFORMATION. SEE STRUCTURAL DWGS FOUNDATION INFORMATION Ty PICAL WALL SECTION- SCALE: 3/411 =11 -011 *RECEIVED* V o 3,2owi aCk'. lipYATES RAINHO ARCHITECTS INC. CUSTOM - RESIDENTIAL - COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 EMAIL: yrades @bellsouth.net www.yra - design.com MEMBER: • � Ap- DATE: MAY 19, 2007 APPROVED: D.A. R. JOB NO: 08 -0525 REVISIONS: O w U o � Q =; Q Cl� < G [\ 0 z v/ ( } Q ` • PERMIT SUBMITTAL SET 10 -30 -08 SEAL SHEET NO. 008-IS A -3 OF 4 SHTS Copyright © 2008 Yates Rainho Architects Inc. GENERAL NOTES !#WF��I NATF Gt THESE PLANS AND THE ASSOCIATED CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THIS ENGINEER. BY SUBMITTING THESE PLANS FOR PERMIT, THE BUILDER ACCEPTS FULL RESPONSGLITIY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN AND IT IS ASSUMED THAT THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL. ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, WALL. COLUMN AND FOOTING CAPACITIES AGAINST KNOWN LOADING. FAILURE TOP PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION. SHOP DRAWING REVIIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT /ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS ICON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSON FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. GRAVITY LOADING: ROOF LIVE LOAD - 30 PSF (10 PSF BC FOR ATTIC SPACES) ROOF DEAD LOAD = 25 PSF (15 PSF TO / 10 PSF SO) FLOOR DEAD LOAD = 15 PSF. FLOOR LIVE LOAD - 40 PSF. BALCONY LIVE LOAD - 60 PSF. CONCRETE: CONCRETE DESIGN HAS BEEN PERFORMED IN ACCORADANCE WITH ACI 318-02, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTH: FOUNDATIONS: 2500 PSI. COLUMNS. BEAMS, AND ELEVATED SLABS: 3000 PSI CONCRETE SLUMP SHALL BE AS FOLLOWS: SLUMP IN INCHES MIN MAX MASSIVE SECTIONS, PAVEMENTS, AND SLABS 1-1/2 4 HEAVY SLABS, BEAMS, WALLS 3 5 THIN WALLS. COLUMNS, 31/2 6 MINIMUM CONCRETE COVER SHALL BE: SLAB - 3/4' BEAMS AND COLUMNS - 1 -1/2' TIE COLUMNS - 3/4' EXPOSED UNPROTECTED CONCRETE - 1 -1/2' FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRETE BELOW GRADE - 3' PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.' (A.G.I. 315) DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (ACI 301). ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING. WHEN APPLICABLE. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C -34 FOR MEASURING, MIXING. TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME- STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 30 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 30 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND MEETING ASTM STANDARD C -303, TYPE 1. CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. FORMWORKt FORMWORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK'. TIMSEQ NOTES= ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENT. (NDS► 2001 EDITION. ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES. TOP PLATES, BLOCKING BRACING LEDGERS, CRIPPLES, SILLS, ETC.. SHALL BE SOUTHERN PINE NO 2. KD-15 OR BETTER. MICRO LAM BEAMS SHALL SE MANUFACTURED BY TRUS -JOIST CORP. OR AN APPROVED EQUAL AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 2,0006000 PSI, A MINIMUM FLEXURAL STRENGTH OF 2,325 PSI, AND A MINIMUM HORIZONTAL SHEAR STRESS OF 285 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. ACCEPTABLE TREATMENTS INCLUDE ACQ (AMINE COPPER QUAT) COPPER BORON AZOLE. ACID COPPER CHROMATE AND COPPER CITRATE. BORATE BASED TREATMENTS SUCH AS ZINC BORATE AND SODIUM BORATE ARE ALSO ACCEPTABLE FOR INDOOR USES. FOR STRUCTURAL USES. AVOID BUYING TRATED LUMBER THAT CONTAINS MORE THAN 1/2' OF HEARTWOOD. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN. PRESSURE TREATED WOOD MAY PRODUCE TOXIC FUMES. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE STRAPS SHALL SE MADE OF STAINLESS STEEL OR SHALL BE DIPPED (AND SCRATCHES REPAINTED) IN COAL -TAR EPDXY PAINT. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH% NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS. AND /OR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEPTABLE. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. ALL NAILS, SCREWS AND BOLTS SHALL BE HOT - DIPPED GALVANIZED. STRUCTURAL STEELS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. Son. EDITION. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, FY-36 KSI FOR ANGLES. PLATES AND W- SHAPES. STRUCTURAL TUBING SHALL BE ASTM A -5006 GRADE B. Fy-46 KSI. STRUCTURAL PIPE SHALL BE ASTM A -53. GRADE B. TYPE E OR 5, Fy =35 KSI. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325 -N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNS -OF -THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING ISMAW) SHALL USE E70XX LOW HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP GOATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. REMFORCING STEEL: RESAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL. SCALE. AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TENSION LAP SPLICE SCHEDULE: PLAN REINFORCEMENT MASONRY OTHER THAN TOP BARS TOP BARS BAR No. SPICE LENGTH 13000 PSI ) 14000 PS013000 PSI 1 (4000 PSI) 3 -- 16' 16' 21' 18' 4 24' 22' 13' 28' 24' 5 30' 27' 23' 35' 30' 6 36' 35' 31' 46' 40' 7 42' 48' 42' 63' S4' PROVIDE 3' x 3' CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR. TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. REINFORCEMENT SHALL BE CAREFULLY PLACED. RIGIDLY SUPPORTED AND WELL TIED WITH BAR SUPPORTS AND SPACERS. REINFORGING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS EQUALLY SPACED AND WIRED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. DOWELS SHALL BE HOOKED 'L' AT BOTTOM AND SHALL BE LAPPED 36 BAR DIAMETER WITH THE COLUMN OR WALL REINFORCING ABOVE. CONCRETE COLUMNS SHALL BE TIED COLUMNS UNLESS OTHERWISE INDICATED. WELDED WIRE. MFSw. WELDED WIRE MESH SHALL BE ASTM AIM GRADE 65. FREE FROM OIL. SCALE. AND RUST.. AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. MASONRY: STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1.530-05 /ASCE 5 -02 /TMS 402 -02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1.530 -05 /ASCE 6 -02 /TMS 602 -02. SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C -30, GRADE N. F'm -1500 PSI. BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C -476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 318' COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP OF W TO 10'. USE MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C -270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 3 GAGE LADDER -TYPE DUR -O -WAL (ASTM GLASS 6-2. HOT DIPPED GALVANIZED) AT ALTERNATE COURSES (16' ON CENTER► UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL SE CONTINUOUS AND SHALL LAP A MINIMUM OF W. TENSION AND COMPRESSION LAPS - .002 X BAR DIAMETER X fa (NOTE THAT fs :24 KSI MAXIMUM (.4 X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER) MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR'. THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR' OR A 'CERTIFIED STRUCTURAL MASON' AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FCCPA). THE SENIOR MASONRY SUPERVISOR WILL SE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FOR THE FCEPA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL OPENINGS. REINFORCING BARS SHALL BE AT ALL GIRDER TRUSSES WITH GRAVITY LOADS GREATER THAN 3500 LBS. THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL DRAWINGS FOR GROUT PLACEMENT AND STRENGTH TESTING PROCEDURES. WOOD TRUSSES: WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGN SHALL COMPY WITH TPI /WTCASCSI 1 -03 'BUILDING COMPONENT SAFETY INFORATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES' AND TPI 1 -02 'NATIONAL DESIGN STANDARD FOR METAL - PLATE - CONNECTED WOOD CONSTRUCTION' TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446. MADE A. AND SHALL BE HOT- DIPPED GALVANIZED. IN HIGHLY CORROSIVE ENVIRONMENTS. CONNECTOR PLATES AS WELL AS THE HURRICANE STRAPS AND ALL THE NAILS. SHALL BE HOT DIPPED GALVANIZED. TRIPLE ZINC G -185 COATED OR MADE WITH STAINLESS STEEL. HANDLING ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS. HURRICANE STRAPS SHALL SE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED IN THE D RAWINGS REGARDING STEEL YIELD OR ULTIMATE STRENGTH, STEEL GAGE. DIMENSIONS (LENGTH AND WIDTHt NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS. AND /OR DO NOT HAVE THE SAME GENERAL SHAPE. WILL NOT BE ACCEPTABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN PLACE IN THE EVENT OF HIGH WINDS OR OTHER TRANSIENT LOADING CONDITIONS DURING CONSTRUCTION. * ** FAILURE TO COMPLY WITH THESE PARAMETERS WILL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL CONSEQUENTIAL DAMAGES CAUSED BY THE HORIZONTAL THRUST DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOSED LOADING AND TRANSFERRED INTO THE BEAMS. WALLS AND COLUMNS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES /GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. THE ARCHITECT AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BE RESPON- SOLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION. THE LOCATIONS OF 61RDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS. WALLS. AND BEAMS. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, WALL. COLUMN AND FOOTING CAPACITIES AGAINST KNOWN LOADING. FAILURE TOP PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION. PROVIDE GLEAN OUT AS 4 VERT. BAR5 ABOVE 5HOWN BELOW IN 1,,4ALL5 - -Al —,) ABOVE. Q EXTEND BAR5 FROM BELOW OR DOWEL. _W !— uj INSPECTIO KNOCK -OU 5 IN AT I TERMEDIA LE L. _W _j GLEAN 0 OPENING & -0" ~ 4 O.G. WHE WALL5 RE AT RE AR LOGATI N5. L z. NOTE5: 1. GROUT WALLS IN 8' -0" LIFTS. ` 2. SEE PLAN FOR LOCATION REINF. I WALL ELEVATION ATION 3. GROUT TO BE 3000 P51 PEAGRAVEL SDI N.T.S. 4. SEE MA50NRY NOTES W != to REINF JAMB NOTE: CAST POUR (MIN) WINDC fY Q OW 1U� u- 19/32" COX PLYWOOD 5HEATHING WITH 8d RIN65HANK NAILS ® b" O.G. FIELD, EDGE5 4 4" PERIMETER TRU55 ANCHOR SEE CONNECTOR 5GHE0ULE SEE ARCHITECTURAL DRAWIN65 FOR OVERHANG CONDITION. COPPER DRIP EDGE ON IX2 PT NAILER ON WOOD FASCIA WITH (2) Ibd NAILS TO TRUSSES. 2 ROOFv TIE DOWN SDI 3 /4" =I' -0" WALL REINFORCEMENT SEE FOUNDATION PLAN FOR LOCATIONS 2X4 BOT. CHORD LATERAL BRACING & -0" O.G. (RA UN5) W/ (2) I&D PER I RU5E- MIN. 2 TRUSS L PRE -EN61 MEEREI WOOD TRUSSES. SUBMIT SHOP DRAWINGS FOR APPROVAL GONG. TIE BEAM OR MA50NRY BOND BEAM. SEE FRAMING PLAN 4" THICK CONCRETE 8" GMU WALL SLAB W/ bXb 10 /10 WWF ON (5 MIL VAPOR BARRIER ON TERMITE Z TREATED WELL � COMPACTED SOIL. CL Lu N 1 1/2 BLOCK m a O" MIN. ® PERIMETER RECESS cp N 2) LAYERS OF H.H. SEE 50HEDULE FOR SEE REINFORCEMENT SCHEDULE 3 MONOL I TH I G FOUNDATION SDI 3/4 " =I' -0" CEMENTIOU5 FINISH FILLED GELL AT JAMB, TYPICAL x4 P.T. WOOD BLOCKING ALL (3) SIDES CONTINUOUS SEALANT WOOD TRIM ° 2x8 P.T. WOOD BUCK ANCHORED TO O MA50NRY WITH 1/4" DIAMETER a TAPCONS @ 3" FROM END AND b" O.G. (5TA66ERED) PROVIDE A MINIMUM CONCRETE EMBEDMENT OF 1 3/4" CEMENTI FIN15H O mm O 5EALANT NOTE: WINDOW OR DOOR FRAME SHALL BE COMPLETED SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. ANCGHOR DOOR JAMB TO BUCK WITH #10 FLATHEAD NON -CORR. WOOD 5CREW5 2" LONG ® EACH HINGE. SEE PRODUCT APPROVALS FOR OTHER REQUIREMENTS. (o DOOR BUGK SDI 1 1/2"= 1' -O" FILLED CELL AT JAMB, TYPICAL Ix4 P.T. WOOD BLOCKING ALL (3) SIDES CONTINUOUS ANCHOR Ix3 P.T. (1x8 FOR TO MA50NRY SILL WITH CASE HARDENED NAILS ® 24" O.G. MAXIMUM ANCHOR WINDOW/DOOR FRAME TO BUCK WITH 1/4" DIAMETER TAPCON x 2 3/4" AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 18" O.G. (EMBED 1 1/4" INTO CONCRETE OR MASONRY) SEE PRODUCT APPROVAL5 FOR OTHER REQUIREMENT5 i WINDOW/560 BUGK D 11/2"=I' -O" ALL CORNER BARS TO BE GEMENTIOUS SAME SIZE, NUMBER AND FIN15H SEE FOUNDATION PLAN 5PACING AS HORIZONTAL ! FOR COLUMN SIZE BAR5 IN FOOTING, BEAMS AND WALLS. CORNER BAR5 AT BEAM !: REDHEAD PER DATA (OUTSIDE ONLY) 2 CORNER Q BAR5 AT FOOTING (MIN) Q GARAGE DOOR TO BE 4 ATTACHED tQ PER PRODUCT APPROVAL m SEALANT __Jl _ 1 WOOD DOOR 2xb P.T. WOOD JAMB TRIM (P.T) PLATE ANCHORED TO MA50NRY WITH 1/2" RD REDHEAD WEDGE 5TD. ANCHORS b" LONG, HOOK MINIMUM EMBEDMENT 3 1/2 ", ® 24" INTO CONCRETE. FIRST ANCHOR b" ABOVE FIN15H FLOOR 4 TIE BEAM GORNER DETAIL GARAGE DOOR SUCK SDI 3/4" =1' -0" SDI 11/2"=V-0" WALL OPENING ELEVATION 5111 N.T.S. b" GAP AT PANEL EDGE5 A" COX PLYWOOD 4'X8' PANELS (MAX. 24" SPAN) PROVIDE 2 "x4" BLOCKING ® A PLYWOOD SEAMS, DISTANCE "A" FROM GABLE END. NAIL SEAMS W/ IOd RINGSHANK ® 4" o.c. (EACH 11 SEAM) 2 "xb" WOOD FASCIA w/ (2) Ibd ® EACH TRUSS 8d RINE75HANK NAILS AT b" o.c. AT P EDGE AND INTERMEDIATE SUPPORT. 4" o.c. ® DIAPHRAGM BOUNDARIE5. / SEE ROOF FRAMING NOTES FOR DISTANCE A N.T5. PRE- ENGINEERED ROOF TRUSSES 0 24" o.c. Nov 200 SPACE AT ANEL EDGES MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: PERMIT SUBMITTAL SET 10 -30 -08 SEAL SHEET NO. HE OF 4 SHTS yright © 2008 Yates Rainho Architects Inc. O z O � un r ►I � w \�J O o z Q ( 1 �.J PERMIT SUBMITTAL SET 10 -30 -08 SEAL SHEET NO. HE OF 4 SHTS yright © 2008 Yates Rainho Architects Inc. M-6 oral I cl C2 C3 I TITLE SHEET LOT GRADING & DRAINAGE PLAN PAVING, GRADING, & DRAINAGE DETAILS AND GENERAL NOTES CALL S 48 HOURS BEFORE 800-432 4770 GRADING AND DRAINAG P AN 2730 AVENUE AU SOLEIL GULFSTREAM, FL 33483 SECTION 4 TOWNSHIP 46S �M MM SJE PROJECT No. 0801-7 91110 m,lopla oRECEIVED& NEW 1131 2008 ci C L aj C3 3: E L 0 41 V) 008-is did Is IOU y M a WU O czU m ° O � N ® N tU W O `� N U O ti ® _ 00 ® O O O N C � ^U to Ln o L U O U C C p O T ps 'O _O rn 6 C U N N C a m -6 •� UO � •� O (n oO T) O O N F— O rn� c N rn N Q Vj . n- N N W m L _ o o (D Y Oi (3 C L A N a O of 3 .� o� 0 3 0 CK 3 O E in E S c E Q S (g (�1L— Z) M W U U p U o N r S \ v H Z z Y O_ E - Q :�i � w > w w a 0 0 z did Is IOU y M a WU O czU m ° O � N ® N tU W O `� N U O ti ® _ 00 ® O O O N C � ^U to Ln o L U O U C C p O T ps 'O _O rn 6 C U N N C a m -6 •� UO � •� O (n oO T) O O N F— O rn� c N rn N Q Vj . n- N N W L _ o o (D Y Oi (3 C L A N a O of 3 .� o� 0 3 0 CK 3 O E in E S c E Q S (g (�1L— Z) M W U U p M 0 O N o N r S \ v H Z .A •: NO. LiL 08017 N O F— J Y ~ Q W W CD Q 4 S S f3oe Q p >1 o v v O H Z •: NO. LiL 08017 N F— ~ Q W W OZ Q 4 S S f3oe Q p o v v a- :E H Z E - •: NO. LiL 08017 CONTRACTOR'S RESPONSIBILITIES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE PRIOR TO BIDDING THE WORK AND TO PERFORM SUCH TESTS, STUDIES AND SURVEYS AS DEEMED NECESSARY TO SATISFY THE CONTRACTOR AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN ON DRAWINGS SHALL NOT CONSTITUTE FOR EXTRA PAYMENT. 2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO HIM AND SHALL PROMPTLY NOTIFY THE ENGINEER, STORMWATERJ ENGINEERING INC. IN WRITING OF ANY DISCREPANCIES. ANYTHING SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS OR MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 3. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO PROCEED. 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO; UTILITY, COUNTY, CITY AND STATE. 5. THE CONTRACTOR SHALL CALL SUNSHINE (1 -800- 432 -4770) 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION. 7. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF ANY UNDERGROUND GAS PIPE. 8. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED CABLE, SANITARY LINES, AND WATER LINES. 9. THE CONTRACTOR, SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES, STRUCTURES, PAVEMENT, ETC. FROM DAMAGE OR DISRUPTION OF SERVICE AND SHALL PROTECT THE OWNER AGAINST ANY CLAIMS THAT MAY ARISE AS A RESULT OF CONSTRUCTION ACTIVITIES. REPAIRS OF SUCH UTILITIES, STRUCTURES, PAVEMENT, ETC. SHALL BE MADE TO THE SATISFACTION OF THE ENGINEER AND ALL REGULATORY AGENCIES. 10. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE PHYSICAL CONDITIONS, OR ANY ERROR OR OMISSIONS IN THE DRAWINGS, IN THE LAYOUT AS GIVEN BY THE POINTS AND INSTRUCTIONS, OR DISCOVERS UNFORESEEN CONDITIONS REQUIRING ADDITIONAL WORK BY THE CONTRACTOR, IT SHALL BE THE CONTRACTOR'S DUTY TO IMMEDIATELY INFORM THE ENGINEER IN WRITING, AND THE ENGINEER SHALL PROMPTLY CHECK THE ACCURACY OF THE INFORMATION. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL NECESSARY CHANGES ARE AUTHORIZED WILL BE DONE AT THE CONTRACTOR'S RISK. 11. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATION, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 12. REGULATIONS AND LEGAL REQUIREMENTS REGARDING WORK HOURS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 13. UPON COMPLETION OF THE WORK SPECIFIED IN THESE PLANS, THE ENGINEER WILL CONDUCT A FINAL INSPECTION. FINAL PAYMENT TO THE CONTRACTOR WILL NOT BE APPROVED UNTIL THE PROJECT IS CERTIFIED AS COMPLETE BY THE ENGINEER. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING, "AS- BUILT" INFORMATION, AND ALL REQUIRED DENSITY TESTING, AND SHALL PROVIDE ALL "AS- BUILT" INFORMATION AND TEST RESULTS TO THE ENGINEER. 15. ALL UTILITY LINE TESTING AND SAMPLING SHALL BE IN ACCORDANCE WITH UTILITY AND HEALTH DEPARTMENT CRITERIA. A MINIMUM OF 24 HOUR NOTICE MUST BE PROVIDED PRIOR TO TESTING. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE SAFETY OF THE GENERAL PUBLIC. EXISTING GROUND REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS, 6" MAX. SIZE GRANULAR BACKFILL PLACED AND COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY, 2" MAX. SIZE /l, BEDDING MATERIAL /i\ 98% COMPACTION M MIN. NOTES: 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. TYPICAL TRENCH DETAIL I GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE- PLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 2. ALL UNSUITABLE MATERIAL SUCH AS MUCK, MARL, AND DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF WITHIN THE LIMITS OF CONSTRUCTION. CLEAN GRANULAR MATERIAL SHALL BE USED AS BACKFILL AND PLACED IN 12 INCH LIFTS. 3 UNDERGROUND UTILITIES WHETHER IBOR NOT SHOWN OONCTHOEN PLA SI.L UTIL TI ES 12" I N L I N E DRAIN SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT SHOW ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DEENERGIZING OF POWER LINES AND /OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5. CIVIL SITE PLANS ARE BASED ON SITE VISITS, PROVIDED BOUNDARY SURVEY AND SITE PLAN. HORIZONTAL CONTROL IS NOT INCLUDED. 6. ALL ELEVATIONS ARE RELATIVE TO EXISTING GROUND. A TOPOGRAPHIC SURVEY WAS NOT AVAILABLE FOR DESIGN PURPOSES. 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY APPROPRIATE GOVERNING AGENCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 11. ALL CONCRETE SHALL BE 3,000 p.s.i. UNLESS OTHERWISE SPECIFIED. 12. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 13. STORMWATERJ ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE SAFETY OF WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPA- TIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND FOR THE SAFETY OF THE GENERAL PUBLIC. 14. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. 15. CONTRACTOR SHALL ASSURE THAT ALL TRENCHES MORE THAN FIVE FEET DEEP WILL HAVE TRENCH PROTECTION PER THE TRENCH SAFETY ACT. THE METHOD OF TRENCH PROTECTION THE CONTRACTOR SELECTS MUST BE IN COMPLIANCE WITH OSHA REGULATIONS. 16. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR IS TO INCLUDE IN THEIR BID PACKAGE, PER THE TRENCH SAFETY ACT, ONE ITEM OF COST PERTAINING TO TRENCH PROTECTION. 17_ PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITTING REQUIREMENTS. COMPLIANCE INCLUDES SUBMITTAL OF A NOTICE OF INTENT (NOI) FOR CONSTRUCTION ACTIVITIES WITH AN ATTACHED STORM WATER POLLUTION PREVENTION PLAN ( SWPPP). THE NOI AND SWPPP SHALL BE SUBMITTED TO ALL APPLICABLE AGENCIES. 18 ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE STATE, COUNTY AND LOCAL CITY AUTHORITY. 19. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 20. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, AND SURVEY MARKERS. 2 . ALL SIDEWALKS AND PATIOS SHALL BE SLOPED AWAY FROM BUILDINGS. 22. MAXIMUM GRASS SLOPES SHALL NOT EXCEED 3H: 1 V, EXCEPT IN SWALED AREAS OIR AS NOTED ON PLANS. 23. CONTRACTOR SHALL COORDINATE GRADING PLAN WITH LANDSCAPE ARCHITECT. 24. PROPOSED ELEVATIONS IN ALL PERVIOUS AREAS REPRESENT FINISHED TOP OF SOD /GRASS OR ANY OTHER MATERIAL. 25. CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO ENSURE THE ROOF DRAINAGE SYSTEM IS PROPERLY TIED INTO THE PROPOSED DRAINAGE SYSTEM. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE AND BUILDING ARCHITECT ON ALL OTHER CONNECTIONS TO THE PROPOSED DRAINAGE SYSTEM. CALL SUNSHI 48 HOURS BEFORE - 800 -432 -4770 100% TOP OVERLAP TOP OF TRENCH INVERT TRENCH BOTTOM WATER ELEVATION 3/4" WASHED R o nn n.rochoo °,°° G PAVEl' CAST IRON H -20 RATED 12"" CAST IRON G R A T E GRATE FOR`DETAILS SEE SHEET 4 DRAINAREA = 62,7 SQ, INCH GRATE HAS H -20 (HEAVY TRAFFIC) DOT RATING ADAPTORS AVAILABLE 4" THRU 12" QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B VARIOUS TYPE OF OUTLETS PAINT: CASTINGS ARE FURNISHED WITH WATERTIGHT ADAPTORS WITH A BLACK PAINT FOR: SDR -35 SEWER A -2000 CORRUGATED PIPE ULTRA -RIB PVC CORRUGATED POLYETHYLENE "' CONCRETE SLAB REQUIRED o +� it-t- rim FERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 12" DRAIN BASIN HINGED GRATE COVER FOR EASY ACCESS i i I FINISHED EXTERIOR WALL UPSTREAM INFLOW DOWNSPOUT (BY OTHERS) - IF NECESSARY INSTALL TRANSITION SLEEVE FROM SQUARE TO ROUND (MATCH EXISTING DOWNSPOUT PREFABRICATED BAFFLE MATERIAL AND FINISH), MIN. 2" LAP TOP AND BOTTOM WITH SEALANT FILLED PERIMETER UPSTREAM RECOMMENDED CLEANOUT INFLOW FINISHED GRADE CLEAN OUT 6" MIN. RECOMMENDED oa SCH 40 WHITE PVC DRAIN LINE (MIN. 18" OF PREFABRICATED BAFFLE COVER) CONNECTED TO STORM SEWER SYSTEM, °O SEE PLAN SHEET FOR SIZE & CONTINUATION NOTE *SEE PLAN FOR LOCATION(S) OF BAFFEL PERFORATED PIPE _0Q0000, o °°V ° 4 °o '06 8 °?- oy 0 o °°og3/4o WASHED ROC 0080 °0 ooQ °o�oQ °� 0"i o °� oo° r90 �� a��/ DOWNSPOUT CONNECTION DETAIL N.T.S. SEE PLAN' PROPOSED STRUCTURE �v 1' DIA. MIRAFI 140N OR APPROVED EQUIVALENT FILTER FABRIC MIRAFI - -140N FILTER FABRIC PERFORATED PIPE TRENCH WITH SUMP N.T.S. GRATE ELEVATION (SEE PLAN) SUMP BALLAST ROCK FILL TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLET c c Il Z a Li c G L G NATURAL GROUND (MIN. COVER REQUIRED) F W(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0° TO 359° era � DISCHARGE TO EXFILTRATION TRENCH TOP VIEW INLET GRATE VENT RECOMMENDED DISCHARGE TO EXFILTRATION TRENCH CAST IRON H -20 i� -i RATED GRATE _ FOR DETAILS w3 g SEE SHEET 4 �� J Z -J 00 INLET AND OUTLET w i > (u ADAPTORS AVAILABLE z j 4° THRU 10" a i o w = Li I J Lo VARIOUS TYPES OF -i ¢ _ OUTLETS WITH e i ck� Q WATERTIGHT ADAPTORS > > FOR: SCH 40 PVC a )K(2) MAXIMUM > RECOMMENDED r' OVERALL HEIGHT 10' 12" DRAIN BASIN DISCHARGE TO EXFILTRATION TRENCH TOP VIEW INLET GRATE VENT RECOMMENDED 24' DIAMETE (TYP.) SIDE VIEW DRAINFIELD WIDTH (SEE PLAN SHEET) PAVEMENT (MIN. COVER REQUIRED) �- 100% TOP OVERLAP 0 0 ��- 3/4" WASHED ROCK --\ O o ° o 0 * .E I V NOV 10 3 9'`1 MIRAFI 140N OR EQUIVALENT FILTER MEMBRANE PERFORATED PIPE TRENCH N_T S 73 ui Q n� 0 0 _s; d Q 0 a, a, 0 0 cv tv m 4 r DISCHARGE TO EXFILTRATION TRENCH z Q� w3 g A � Z -J 00 U7 24' DIAMETE (TYP.) SIDE VIEW DRAINFIELD WIDTH (SEE PLAN SHEET) PAVEMENT (MIN. COVER REQUIRED) �- 100% TOP OVERLAP 0 0 ��- 3/4" WASHED ROCK --\ O o ° o 0 * .E I V NOV 10 3 9'`1 MIRAFI 140N OR EQUIVALENT FILTER MEMBRANE PERFORATED PIPE TRENCH N_T S 73 ui Q n� 0 0 _s; d Q 0 a, a, 0 0 cv tv m 4 r /" q� O U C � � W V O v U3 vm. E o cz ao U � co ,� N W N n (� v o _ L_ O ao E) O N SLR °o °o v � N � N > LO U a M U7 z a � O_ Q a a > W w Q 0 0 z /" q� O U C � � W V O v U3 vm. E o cz ao U � co ,� N W N n (� v o _ L_ O ao E) O N SLR °o °o v � N � N > LO U a U V C C C >, p. -v O v 'gin p, m c m to co co"' °•� °o�0- °c N L j d a N a) L5 co 2 2 3 .2 �' p 1 0 - 3 O E° � )B E L in 0 a s Emwin u 0 N a • a a U V C C C >, p. -v O v 'gin p, m c m to co co"' °•� °o�0- °c N L j d a N a) L5 co 2 2 3 .2 �' p 1 0 - 3 O E° � )B E L in 0 a s Emwin u 0 N