The URL can be used to link to this page

Home My WebLink AboutBuilding Plansaa' GENERAL NOTES: 1. ALL CONSTRUCTION SHALL FOLLOW " FLORIDA BUILDING CODE - RESIDENTIAL 2007" AND ALL APPLICABLE AMENDMENTS, AS ADOPTED BY ST. LUCIE COUNTY, FLORIDA. 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE, WHICH MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING ANY WORK AND NOTIFY THE ARCHITECT IMMEDIATELY VIA PHONE CALL AND IN WRITING OF DISCREPANCIES, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. 4. SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ITEMS WHICH REQUIRE APPROVAL OF THE BUILDING OFFICIAL SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE ARCHITECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON STRUCTURAL MEMBERS DURING CONSTRUCTION. 'P90 0'P,E, D REE_3IIDENL"DE AT-N RV R ,_,:))415 SO -ND-/- Vf ST. LUk"ZIE (i'.`��OUNTY, FLORDA NDEA'v/C)F DRAW %rr,,A�rr� ARCHITECTURAL STRUCTURAL INTEMORS A-0.0 COVER SHEET S-1 1/4' PARTIAL FOUNDATION PLAN FP-2.1 PARTIAL FIRST FLUOR FINISH PLAN S-2 VC PARTIAL FOUNDATION PLAN FP-2.2 PARTIAL FIRST FLOOR FINISH PLAN A-1.0 1:20 SITE PLAN 8-3 1/4' SECOND FLOOR FRAMING PLAN FP-2.3 SECOND FLOOR FINISH PLAN A-1.1 11W PARTIAL ENLARGED SITE PLAN S-4 VC LOWER ROOF FRAMING PLAN RCP-1 PARTIAL FIRST FLOOR REFLECTED CLG PLAN A-1.2 1/8' STORAGE BUILDING 6 DRIVEWAY SITE PLANS S-5 1/4' UPPER ROOF FRAMING PLAN RCP-2 PARTIAL FIRST FLOOR REFLECTED CLG PLAN A-2.1 1/4' WAIN FIRST FLOOR PLAN S-6 STRUCTURAL SCHEDULES & DETAILS RCP-3 SECOND FLOOR REFLECTED CLG PLAN A-2.2 1/4' GARAGE FLOOR PLAN S-7 STRUCTURAL DETAILS A-2.3 1/4' SECOND FLOOR PLAN S-8 STRUCTURAL DETAILS A-2.4 1/4' MAIN ROOF PLAN S-9 STRUCTURAL DETAILS A-2.5 1/47 GARAGE ROOF PLAN 5-10 STRUCTURAL STAIR PLANS A-2.6 1/4' STORAGE BUILDING & ORCHID HOUSE S-11 STRUCTURAL STAIR SECTIONS FLOOR AND ROOF PLANS S-12 STORAGE BLDG FOUNDATION PLAN AND DTLS A-5.1 1/4' EXTERIOR ELEVATIONS - 3 ST GE BLDG. RCXOF FR6I�IING � DTLS A-5.2 1/4' EXTERIOR ELEVATIONS 5-14 ORCHID HOUSE PLANS 6 DETAILS �� A-5.3 A-5.4 1/47 EXTERIOR ELEVATIONS 1/4' EXTERIOR ELEVATIONS A-5.5 1/4' STORAGE BUILDING EXTERIOR ELEVATIONS A-5.6 1/4' ORCHID HOUSE EXTERIOR ELEVATIONS E-2.1 VC PARTIAL FIRST FLOOR ELECTRICAL PLAN A-61 1/4' BUILDING SECTIONS E-2.2 1/4' PARTIAL. FIRST FLOOR ELECTRICAL PLAN A-6.2 1/47 BUILDING SECTIONS E-2.3 1/4' SECOND FLOOR ELECTRICAL PLAN A-6.3 1/4' BUILDING SECTIONS E-2A 1/4' STOFI. BLDG 6 ORCHID ELECTRICAL PLAN A-7.1 3/4' TYPICAL WALL SECTIONS E-2.5 NOTES, SCHEDULES AND RISER A-7.2 3/4' WALL SECTIONS A-7.3 A-7.4 3/4' WALL SECTIONS 3/4' WALL SECTIONS PLUMBNG A-7.5 314' WALL SECTIONS A-7.6 3/4' WALL SECTIONS P-1 NOTES, DETAILS 6 SANITARY RISER A-7.7 314' STORAGE BUILDING WALL SECTIONS A-91 DOOR SCHEDULES AND ELEVATIONS A-92 WINDOW SCHEDULES AND ELEVATIONS A-9.3 FINISH SCHEDULE A-9A DOOR AND WINDOW DETAILS A-9.5 ROOF DETAILS A-9.6 EXTERIOR RAILING DETAILS 6. THE CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIERS ARE TO PROVIDE 10. ALL DESIGN LOADS NOT INDICATED ON DRAWINGS SHALL BE GOVERNED BY MANUFACTURER'S SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR APPLICABLE "FLORIDA BUILDING CODE -RESIDENTIAL 2007", CHAPTER 16. TO PURCHASE, FABRICATION AND INSTALLATION. SUBMIT MINIMUM THREE 11. DRAWING DATUM IS BASED ON NATIONAL GEODETIC VERTICAL DATUMCOPIES. SUPPLY PRODUCT APPROVALS TO BLDG. DEFT. AS REQUIRED SHOP DRAWINGS SHALL BE PROVIDED FOR, BUT NOT LIMITED TO THE FOLLOWING: REFERENCE HEIGHTS -- N.G.V.D. CONFIRM ALL EXISTING DATUM PRIOR A. DOORS AND WINDOWS TO CONSTRUCTION. B. AIR CONDITIONING EQUIPMENT AND LAYOUT 12. DIMENSIONS FOR ARCHITECTURAL DRAWINGS ARE NOMINAL FACE OF C. ELECTRICAL EQUIPMENT AND LIGHTING FIXTURES STUD TO FACE OF STUD, AND NOMINAL MASONRY DIMENSIONS, UNLESS D. ROOF AND FLOOR TRUSSES OTHERWISE NOTED, ALL DIMENSIONS SHALL HAVE PREFERENCE OVER E. STRUCTURAL STEEL SCALE. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE F. CABINETS PROCEEDING WITH THE WORK. G. EXTERIOR GUARDRAILS 7. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER-STRIPPED. 13• ALL INTERIOR PARTITIONS TO BE 25 GA (1Y2" X 3-5/") MTL. STUDS WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH AT 16" O.C. W/ CON 7FINIOUS TOP AND BOTTOM TRACK AND SOUND THE FLORIDA BUILDING CODE RESIDENTIAL BATT INSULATION. PROVIDE HORIZONTAL CHANNEL BRACING AT MIDPOINT * CHAPTER 11 - ENERGY EFFICIENCY. INTERIOR PARTITIONS AND FURRING SPACES VARY, REFER TO PLANS FOR DIMENSIONS. 8. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED AND BE 14. ISOLATE DISSIMILAR METALS TO PROTECT AGAINST GALVANIC ACTION. RESPONSIBLE FOR A COMPLETE WORKING KNOWLEDGE OF THE CONSTRUCTION DOCUMENTS AND EXISTING SITE CONDITIONS FOR THE 15. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS AND WORK TO BE PERFORMED AND THE COMPLETION OF THE STRUCTURE, SUBCONTRACTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S AS OUTLINED IN THE SCOPE OF WORK. SPECIFICATIONS. 9. THE CONTRACTOR SHALL LOCATE THE GENERAL REFERENCE POINTS AND TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR DISRUPTION. SUB- CONTRACTORS SHALL BE RESPONSIBLE FOR LAYOUT OF THEIR WORK INCLUDING BUT NOT LIMITED TO, LINES, ELEVATIONS, MEASUREMENTS AND OTHER INFORMATION. ERRORS RESULTING FROM MISINTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS. l GENERAL CONTRACTOR: Malasky Construction 938 North Old Dixie Highway Jupiter, FL 33458 (561) 544-8331 JOB NUMBER: 09-10€5 T ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO N C E REVIEWED BY DATE PLANS AND PERM MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE r I' 5 5 1 16. ALL WORK INDICATED ON PLANS IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM IN ACCORDANCE WITH ALL PRODUCT SPECS., EXISTING AND/OR NEW BUILDING DESIGN, FIELD CONDITIONS, ETC. ALL MISCELLANEOUS MATERIALS, PARTS, APPLICABLE DIMENSIONS AND INFERRED CONDITIONS, WHETHER INDICATED OR NOT ON DRAWINGS, SHALL BE INCLUDED AS PART OF THIS DOCUMENT. 17. STRUCTURAL WOOD AND FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 18. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOUS MATERIALS AND THE WOOD. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 20• HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED ANO STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE). 21. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S (FOR WOOD FRAME CONSTRUCTION). DEPENDING ON WALL THICKNESS. 22. REFER TO DRAWINGS BY OTHERS FOR ALL SECURITY SYSTEM DESIGN AND LOCATION. Issued for Permit: 02.16.2011 j 23. REFER TO DRAWINGS BY OTHERS FOR LIGHTNING PROTECTION. 24. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING FOR MILLWORK, LIGHT FIXTURES, ELECTRIC UNIT, A/C, PLUMBING FIXTURES AND EQUIPMENT, CEILING TRACKS AND ALL OTHER ITEMS REQUIRING THE SAME. PROVIDE FIRE RETARDANT ON ALL BLOCKING IF REQUIRED 13`r" CODE.. 25, THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES AS WELL AS PAYMENT OF REQUIRED I' EES. 26. ALL EXTERIOR WALL OPENINGS, FLASHING, CENTER FLASHING, COPING AND EXPANSION JOINTS SHALL BE WEATHERPROOF. 27• ALL THERMAL INSULATION! BAT FS (AND SOUND INSULATION) SHALL BE NON-COMBUSTIBLE. 28. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR APPLICABLE' GENERAL NOTES AND REQUIREMENTS. SEE FINISH NOTES ON FINISH SCHEDULE. 29• GENERAL CONTRACTOR TO SUPPLY POOL SAFETY/PROTECTION DEVICES PER APPLICABLE TOWN C;C1DES 30. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO REFER TO INTERIOR DESIGN DRAWING'S AND SPECIFICATIONS IN ADDITION TO THESE DOCUMENTS. INTERIOR DESIGN DRAWINGS SHALL GOVERN WITH RESPECT TO ALL FINISH DIMENSIONS, MATERIALS, PLUMBING AND ELECTRICAL LAYOUT ETC. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWING'S AND THE,- INTERIOR DESIGN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE COMMENCEMENT OF WORK. aaeQ U II �J LI__. i_l. [�1 L1_I 0t FL. Z Ll_ Job No. 09-105 a seal !17.I'�•id Rogar P. Janssen Drawing No. (C Copyright 2010 Dailey ,Janssen Architects, P.A. All rights reserved. GENERAL NOTES: 1 • ALL CONSTRUCTION SHALL FOLLOW " FLORIDA BUILDING CODE - RESIDENTIAL 2007" AND ALL APPLICABLE AMENDMENTS, AS ADOPTED BY ST. LUCIE COUNTY, FLORIDA. 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE, WHICH MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING ANY WORK AND NOTIFY THE ARCHITECT IMMEDIATELY VIA PHONE CALL AND IN WRITING OF DISCREPANCIES, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. 4. SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ITEMS WHICH REQUIRE APPROVAL OF THE BUILDING OFFICIAL SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE ARCHITECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON STRUCTURAL MEMBERS DURING CONSTRUCTION. 6. THE CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIERS ARE TO PROVIDE MANUFACTURER'S SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE, FABRICATION AND INSTALLATION. SUBMIT MINIMUM THREE COPIES. SUPPLY PRODUCT APPROVALS TO BLDG. DEPT. AS REQUIRED SHOP DRAWINGS SHALL BE PROVIDED FOR, BUT NOT LIMITED TO THE FOLLOWING: A. DOORS AND WINDOWS B. AIR CONDITIONING EQUIPMENT AND LAYOUT C. ELECTRICAL EQUIPMENT AND LIGHTING FIXTURES D. ROOF AND FLOOR TRUSSES E. STRUCTURAL STEEL F. CABINETS G. EXTERIOR GUARDRAILS =V ED LD SO AN R-,-, R DR_Vi_�� ST. LUk"'DE kCOUNTY, FLORDA N " 0 F Lm7 " A W N D EAv/7 L___), ri F'Cf--IIT[CTUf'AI_ STRUCTURALINT(IOOI"i� A-0.0 COVER SHEET S-1 VC PARTIAL FOUNDATION PLAN FP-2.1 S-2 1/4' PARTIAL FOUNDATION PLAN FP-2.2 A-1.0 1:20 SITE PLAN S-3 VC SECOND FLOOR FRAMING PLAN FP-2.3 - 1 S-4 1/4' LOWER ROOF FRAMING PLAN RCP-1 -1, NOT USED S-5 VC UPPER ROOF FRAMING PLAN ROP-2 A-2.1 IN L S-6 STRUCTURAL SCHEDULES & DETAILS ROP-3 A-2.2 1/4' GARAGE FLOOR PLAN S-7 STRUCTURAL DETAILS A-2.3 1/4' SECOND FLOOR PLAN S-6 STRUCTURAL DETAILS A-2.4 1/4' MAIN ROOF PLAN S-9 STRUCTURAL DETAILS ' S-10 STRUCTURAL STAIR PLANS A-2.6 NO D S-11 STRUCTURAL STAIR SECTIONS S- 2 NOie 2 S-13 NOT USED A-5.2 11C EXTERIOR ELEVATIONS S-14 NOT USED A-5.3 A-5.4 1/4' EXTERIOR ELEVATIONS 1/4' EXTERIOR ELEVATIONS ELECTRICAL A-5.5 1/4' STORAGE BUILDING EXTERIOR ELEVATIONS A-5.6 1/4' ORCHID HOUSE EXTERIOR ELEVATIONS E-2.1 1/4' PARTIAL FIRST FLOOR ELECTRICAL PLAN A-6.1 1/4' BUILDING SECTIONS E-2.2 1/4" PARTIAL FIRST FLOOR ELECTRICAL PLAN A-6.2 1/4' BUILDING SECTIONS A-6.3 1/4' BUILDING SECTIONS Z2 E-2.4 NOT USED A-7.1 3/4' TYPICAL WALL SECTIONS A-7.2 3/4' WALL SECTIONS A-7.3 A-7.4 3/4' WALL SECTIONS 3/4' WALL SECTIONS PLUMBING A-7.5 3/4' WALL SECTIONS A-7.6 3/4' WALL SECTIONS P-1 NOTES, DETAILS 6 SANITARY RISER A-7.7 3/4' STORAGE BUILDING WALL SECTIONS A-9.1 DOOR SCHEDULES AND ELEVATIONS A-9.2 WINDOW SCHEDULES AND ELEVATIONS A-9.3 FINISH SCHEDULE A-9.4 DOOR AND WINDOW DETAILS A-9.5 ROOF DETAILS A-9.6 EXTERIOR RAILING DETAILS 7. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER-STRIPPED. 14. ISOLATE DISSIMILAR METALS TO PROTECT AGAINST GALVANIC ACTION. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL 15. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS AND * CHAPTER 11 - ENERGY EFFICIENCY. SUBCONTRACTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 8. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED AND BE RESPONSIBLE FOR A COMPLETE WORKING KNOWLEDGE OF THE 16. ALL WORK INDICATED ON PLANS IS INTENDED TO BE A COMPLETE AND CONSTRUCTION DOCUMENTS AND EXISTING SITE CONDITIONS FOR THE WORKABLE SYSTEM IN ACCORDANCE WITH ALL PRODUCT SPECS., WORK TO BE PERFORMED AND THE COMPLETION OF THE STRUCTURE, EXISTING AND/OR NEW BUILDING DESIGN, FIELD CONDITIONS, ETC. AS OUTLINED IN THE SCOPE OF WORK. ALL MISCELLANEOUS MATERIALS, PARTS, APPLICABLE DIMENSIONS AND 9. THE CONTRACTOR SHALL LOCATE THE GENERAL REFERENCE POINTS AND INFERRED CONDITIONS, WHETHER INDICATED OR NOT ON DRAWINGS, TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR DISRUPTION. SUB- SHALL BE INCLUDED AS PART OF THIS DOCUMENT. CONTRACTORS SHALL BE RESPONSIBLE FOR LAYOUT OF THEIR WORK INCLUDING BUT NOT LIMITED TO, LINES, ELEVATIONS, MEASUREMENTS 17. STRUCTURAL WOOD AND FRAMING SHALL_ CONFORM TO THE "TIMBER AND OTHER INFORMATION. ERRORS RESULTING FROM MISINTERPRETATION CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF THE CONSTRUCTION DOCUMENTS SHALL BE THE RESPONSIBILITY OF OF TIMBER CONSTRUCTION. THE CONTRACTORS. 18. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL 10. ALL DESIGN LOADS NOT INDICATED ON DRAWINGS SHALL BE GOVERNED BY BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR APPLICABLE "FLORIDA BUILDING CODE -RESIDENTIAL 2007", CHAPTER 16. BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOUS MATERIALS AND THE WOOD. 11. DRAWING DATUM IS BASED ON NATIONAL GEODETIC VERTICAL DATUM REFERENCE HEIGHTS - N.G.V.D. CONFIRM ALL EXISTING DATUM PRIOR 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TO CONSTRUCTION. BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 12. DIMENSIONS FOR ARCHITECTURAL DRAWINGS ARE NOMINAL FACE OF STUD TO FACE OF STUD, AND NOMINAL MASONRY DIMENSIONS, UNLESS 20 HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE OTHERWISE NOTED. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. SCALE. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE (UNLESS NOTED OTHERWISE). PROCEEDING WITH THE WORK. 21. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S 13. ALL INTERIOR PARTITIONS TO BE 25 GA (1)/2" X 3-%") MTL. STUDS (FOR WOOD FRAME CONSTRUCTION). DEPENDING ON WALL THICKNESS. AT 16" O.C. W/ CONTINIOUS TOP AND BOTTOM TRACK AND SOUND BATT INSULATION. PROVIDE HORIZONTAL CHANNEL BRACING AT MIDPOINT INTERIOR PARTITIONS AND FURRING SPACES VARY. REFER TO PLANS FOR DIMENSIONS. PARTIAL FIRST FLOOR FINISH PLAN PARTIAL FIRST FLOOR FINISH PLAN SECOND FLOOR FINISH PLAN PARTIAL FIRST FLOOR REFLECTED CLG PLAN PARTIAL FIRST FLOOR REFLECTED CLG PLAN SECOND FLOOR REFLECTED CLG PLAN 25. THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES AS WELL AS PAYMENT OF REQUIRED FEES. 26. ALL EXTERIOR WALL OPENINGS, FLASHING, CENTER FLASHING, COPING AND EXPANSION JOINTS SHALL BE WEATHERPROO . 27^ ALL THERMAL INSULATION BATTS (AND SOUND INSULATION) SHALL BE NON-COMBUSTIBLE AND HAVE A FLAME -SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450. 28. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR APPLICABLE GENERAL NOTES AND REQUIREMENTS. Q SEE FINISH NOTES ON FINISH SCHEDULE. 29, GENERAL CONTRACTOR TO SUPPLY POOL SAFETY/PROTECTION DEVICES PER APPLICABLE TOWN CODES 22. REFER TO DRAWINGS BY OTHERS FOR ALL. SECURITY SYSTEM DESIGN AND LOCATION. 23. REFER TO DRAWINGS BY OTHERS FOR LIGHTNING PROTECTION. 24. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING FOR MILLWORK, LIGHT FIXTURES, ELECTRIC UNIT, A/C, PLUMBING FIXTURES AND EQUIPMENT, CEILING TRACKS AND ALL OTHER ITEMS REQUIRING THE SAME. PROVIDE FIRE RETARDANT ON ALL BLOCKING IF REQUIRED BY CODE. �DAIL��Y �1Al�.SS�I�I AF�GI II~T'�G~I-'S P.A. 400 Clematis Street, Suite 200 West Palm Beach, Florida 33401 TEL: 561-833-4707 GENERAL CONTRACTOR: Malasky Construction 938 North Old Dixie Highway Jupiter, FL �33458 (561) 544-8331 JOB NUMBER: 09-105 Issued for Permit: 02.16.2011 30. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO REFER TO INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS IN ADDITION TO THESE DOCUMENTS. INTERIOR DESIGN DRAWINGS SHALL GOVERN WITH RESPECT TO ALL FINISH DIMENSIONS, MATERIALS, PLUMBING AND ELECTRICAL LAYOUT ETC. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE INTERIOR DESIGN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE COMMENCEMENT OF WORK. 31. SPRAY FOAM INSULATION WITHIN ATTIC SPACE SHALL BE PROTECTED WITH AN APPROVED IGNITION BARRIER. 32. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD INDEX OF NOT GREATER THAN 200. 33. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD INDEX NOT GREATER THAN 200 AND A SMOKE -DEVELOPED NOT GREATER THAN 450. 33, ALL GYPSUM BOARD SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN 702.3.1 FBC RESIDENTIAL. r�j s J ,I I r rJ z L1_ W LT- U I__LJ 0, LL 0' � ' LU LL r Job No. 09-105 ;n--------,-� ,JJ seal Roger P. Janssen Aft-14785 Drawing No. QC Copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. PROPOSED (UNDEP, SEPARATE PEQMIT) OLD CHICAGO BORDER n _ TABBY SHELL CONCRETE FIELD - - -- I 328'-74- 0 I 51'-4" ------- ❑ r � - - I � i I C� --- -- -- C- I—IiJ GARAGE o------- ��- ILL_ 51'-4" / 1 I 12'-0" 14' DRIVEWAY - SEE ENLARGED PLANS FOR LAYOUT AND MATERIALS 1\I -6 '°I' A fRFT I A L i ,+ c4 ;k M 12' DRIVEWAY ---------------------------------------------__— __--__-- — - 000 AL. ELECTRICAL _ POSSIBLE-P:T _/) 4 ��JNDERGR UND SERVICE N ;� CISTERN N o `-I- �Lp' ANK ENTRANCE 00 - N 0 1---J WATER -- — - - , — TREATMENT EQUIPMENT F I- 3-GAR O LP G S N GARAGE GENERAT R IF OOL EQUIP I 1 ILI CONCRETE I 0 HID HOUSE I , I! i �� ' � o/PERGOLA %j DRIVE 1'oe 65'-0" 13'-B" ( 23'-61, I /' �� 38'-3„' / / - 1 i rz SEPTIC FIELD -SEE CIVIL DRAWINGS P%oPO, n 1 STORY/� ORCHID OUSE (UND SC-PARATE PEPMIT) PROJECT LOCATION N.T.S. S89°36'03"W — 972.98' p ,U o� EXISTING WELL TO BE RELOCATED UNDER SEPARATE PERMIT 2� NOTE: PER FBC RESIDENTIAL - TABLE R301.2(1) _ .. ^ T T . . • .N.WEATHERING WITHIN THIS REGION IS "NEGLIGIBLE" . . r� , PORG FOR CONCRETE AS DETERMINED BY WEATHERING _ I I � , , .--J..: ' .•..•; ; .•.• - I, it � PROBABILITY MAP FIGURE R301.2(4), THE GRADE POOL DECK I I OF ALL CONCRETE MASONRY UNITS SHALL BE L__ - DETERMINED FROM ASTMC 34, C 55, C 62, C 73, - CgO,C 12q,C 145, C 216 OR C 652. PA POOL �0 it _ PER FBC RESIDENTIAL -TABLE R301.2(I) TERMITE INFESTATION WITH THIS REGION IS "VERY HEAVY" ,r ._ - - _ I3 oza< -------------- ---- o��' --_._._ -- _---,- FaATCHFD AREA INDICATES N89°36'03"W — 955.34' LOCATION OF EXISTING RESIDENCE - RESIDENCE TO BE DEMOLISHED BY OWNER GOVERNMENT LOT 3 PROPOSED 2 STORY RESIDENCE SCOPE CIE WORK 1) NEW TWO-STORY RESIDENCE WITH ATTACHED GARAGE AND BREEZEWAY 2) NEW HARDSCAPE/LANDSCAPE DESIGN - REFER TO PLANS BY LANDSCAPE ARCHITECT SURVEY INFORMATION BASED ON SURVEY BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS PO BOX 146q - 1505 SW MARTIN HWY PALM CITY, FL 34gq I (800)386-1066 DATED 04.2q.Oq, FILE NO, Oq-1024-01-02 LEGAL DESCRIPTION I The north q2.5 feet of the south 10 acres of qovernment lot 3, In section 26, township 35 south, ranqe 40 east, EXCEPTING THEREFROM all rights -of -way for roads and the Florida East Coast Railway Company right-of-way. 0 ZONNG DATA (RF-2 DI C-n LOT SIZE = 4,06 ACRES (BASED ON D00011NET5 FROM: ST. L.UCIE COUNTY PROPERTY APPRAISER) MAXIMUM ALLOWED FLOOR AREA CAI_CUL.A 1 fUNS 20% MAX OF THE LOT AREA 4.06 ACRES = +/-176,854 MAXIMUM ALLOWED FLOOR AREA (176,854 X 20%) = 35,370 S.F. MhllMUM LOT SIZE: 17,500 Sf- MINIMUM LOT WIDTH: 100 FT MINIMUM ROAD FRONTAGE: 100 FT" MIN, FRONT YAK 25 FT MIN. REAR YARD: 15 FT "N. SIDE YARD: 10 FT MAX. HEIGHT 35 FT. MA)(FAUM AL.L.C? I) FLOM AREA - 35,170 S.F. PROPOSED FLOOR AREA 10,M_ S.F. MOT OF I_CT AREA) 101 rff� SQL O`ATE F`)LAN SCALE 11" - 20'--01' PROP. SO. FOOT DATA MAIN HOUSE - FIRST FLOOR 0"0ALm,.P.0,ar.AQm INTERIOR AIC: 2,8gq S.F. INTERIOR (NO A/C): (GARAGE): 1,216 S.F. FXTEPIOR (C.OVFR.ED): (FRONT PORCH): 2q3 S.F. (COVERED ENTRY): 63 S.F. (LOGGIA & DREEZEWAY): q6q S.F. TOTAL. FOOTPRINT: 5,440 S.F. MAIN HOUSE - SECOND FLOOR INTERIOR A/C: I,g48 S.F. EXTERIOR (COVERED): (FRONT BALCONY): 464 S.F. (MASTER TFPRACE): 203 S.F. TOTAL_ 2ND FL-OOR: 2,615 S.F. MAIN HOUSE - TOTALS INTERIOR (A/C): 4,847 S.F. INTERIOR (NO A/C): 1,216 S.F. EXTERIOR (COVERED): I,g92 S.F. MAIN HOUSE TOTAL SQUARE FOOTAGE: 8,055 S.F. 0 0 I� Lij Q W �e V 1 IQC 0 W 0 0 a� IL IL o C 0 o I I a,00 100 co o jt I 04 C oa I W E+ A W v'�w� M124 Job No. 09-105 Seal .1Es-kI ger P. Janssen AR-.14 85 Drawing No. A--LO ® Copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. [a r rsr�W SKe Man SCALE 1/8' - T-V LL W n -j v) 071 W cc Ly cy-) 0 N Job No. 09-105 Drawing No. Oq Copyright 2010 Dailey Janssen Architects, P.A. All rights res�t— a' N 4N Partw ate mc'E'lln 7 SCALE 1/8' m T-09 Driveway Ent-ance MEE;n SCALE 1/8' - T-Ow LLl Job No. 1 09-105 1 Drawing No. A.-1e2 COPYTight 2010 Dailey Janssen Architects, P.A. All rights reserved. Im �ocoI Desk clan SCALE 1bV - T-O' Job No. 09-105 Seal J r, z 'vr?.11 I 1'Roger P. Janssen COPYrIght 2010 Dailey Janssen Architects, P.A. All rights reserved. Drawing No. A-1.3 1A — ELECTRIC METER & SERVICE ENTRANCE AUTOMATIC TRANSFER SWITCH MAIN DISTRIBUTION + -1'-0" 1 Blow finish floor 1 V.I.F. - r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � - 1 i —I — i i i ITTTTT17M1rL 'r' - - - - - - - - - - - - - - -------------------------- --- WN ! 10 I I 130 ! 129 ! 4" PIA. PANEL WITH I I I I cn FL00R DISCONNECT I tY 0. DRAIN I----------� I L I I I I CN I--------------------- ---------- ---- -- R- ------------ i 1 tr LP GA5 WHOLE HOUSE I I 3-CAR O d POTTING GENERATOR ! WATER I GARAGE TREATEMENT r I 127 o Roots I - ---------I l I 128 B., Oo ! 0 $" 1 1 '-10" SLON 1 8 PER FOOT I 5'-11" 5'-11" O ELECTRICALWIT711H lHIMM PANELS POOL & SPA " 4" EQUIPMENT 34'-B" I I 1 126 I ! H _ ! ° CLOSET _ ° CAP.BANA HB WH 130 129 �B I- I PITCH 0 HB ! 4'-6" ; III I 1 l 19'- "I !! I 1 1. 11 11 I I I I I! 1 1 19-91 I l l ( ( I I I I DRAIN 127 4 ItoIIII I I I I I I I I ( I I I I I I I I I I - oil I III i LO I;II II II II II II II II II 48'r6"II !i it II II Ii II I Ill n CABANA . „•' -------- -- I _ I I_ . _=1 I.. __I I___ I I- i --I -132 I --!! hH ER I -� - _' wI I ro II C -1 t i is I I i + f t LATTICE (U Iu U IIII U U LIT U i U Ulu U LJ LIIIJ U o f lJ(� 6'-0" 6'-0" 3'-0" 3'-0" 6'-0" 6'-0" 6" 2'-3" 4'-0" PVC ALUMINUM PVC LATTICE PERGOLA _ - LATTICE I - - - - - - --- - - - - - - - - - STRI�GTUR-E- - - - - - - - - - - - - - - - - - - - - - - - / A SEPTIC FIELD 5QUARE FOOTACE 15T FLOOR A/C: 2,6gq SF 2NO FLOOR A/C: I,g48 SF TOTAL A/C: 4,647 SF ■ 1 DiA T 4 17 P-SATN NIT REQUIRED 32"x48" ACCESS 1,1 PANEL - PAINT TO MATCH �� STUCCO W - • 00 I i I below finish floor F— — — — — -� — — — N LANDSCAPE OLD CHICAGO VAY. _ I I 6" 6., a 8._3" BRICK WALKWAY !ILLU1�IlLCC 1T1I= 4"-W -xl"-H -WEEP SLOTS - 2 ------------TLAI - - - - - PER WALL HB — _ _ - — rI_--"-----`--_--__-- -- ---_--LA--ND---S-C-A--PE N -- - - - ----- - - - - - � -----_--------- - ------ ----2--_- -- --N------ ---_N _TNT — — — — —— — i C9 I--_-_ .i-_-__-__ ----- �- __ COVERED -123 4 1�LUfL- LOW MASONRY ! 125 \ -- �Li -- BREEZEWAY -_ - - -- ----- a GATE WALL -FINISHED -- - - - - i I M 126 TOP 0 5'-7" A.F.F. 1,24 � • • I I 3_3 ---- -0 a a �' o I I A-6.2 00 LL - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- _ — — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 3 1 LANDSCAPE (0 3'-6" s" LANDSCAPE 2 3 i LOGGIA `al -- - - - - - - - - - - - -------------`� N I I 124 ------------- ---------- to I I OAF I woQ I I ! I I ! 16'-11" 6'-6" 6'-6" 17'-10" 50' 0" ! I SLOPE r�Q Q�, 1/6" PER FOOT O cj POOL \0 q- I " toDECK ! 0 133 ' 12'-1' 12'-0" 4'-0" 4'-0" 12'-0" ! ! DECO DRAIN - M SLABS MEET I i l i • 1 � i o - - 1 � � I - - I PO OL L- - - - - - - -- SLOPE `s',' PER FOOT SPA T " ' -so '-0" '-4" '-0 32'-0" I - ( 2'x3' CAST - - STONE o PAVERS i I M i A A I 1 r` O tSJ CL Ja 34'-6" O i N -------------------------------------------------------------------------------------- F-artod Rrs� Roc')r Flan SCALE 1/,V 1'-_p• `,3'-5" i -20 ," It IJ I� W �J IJ _. L� W �1 f 1J LnUJI [OL UIL ;. Lu Z (1- CY-) Job No. 09-105 Seal Roger P. Janssen Drawing No. 1 1 - 2 e 2 bgt Q Copyright 2010 Didley Janssen Architects, P.A. All rights reserved. 31-0. n,V Rod Plan 51'-4" I A-7.7 SCALE 1/4! - T-0' 2'-0" 23'-2" 2'-0" 41 -t t - -- - - - - - - - - - - - 14 - - - - - - - - - - - - -- 4 00 L L T F SMOKY I-EXAN I111 PANELS III! II II II II II - - - - - - 14 - - - - - - - - - - - - 4-1 - - - - - - - - - - - - 00 ------------ LL ----------- II II ti ------------ JJ ------------- I I Lk ----------- I IJ --------- II - -------- ---- LI LI u Li I I (N . Orch'M H'ouse - Rod Plan SCALE 1/4! - T-0' 3'- 0 " 5'-54- 5•-54- 51'-4" 20'-24" 20'-24" m MV Rcoor Plan SCALE' F 1/4! - 1'--W 2,3'-6" FIXED SCREEN WITH ALUMINUM FRAME AT ALL OPENINGS F- ------------------------- Orch'Orchidiouse Roo9-1an r [ED SCALE: 1/4! - T-T 20'-2j" 20'-21" 5'-q" 5'-E4" 5QUARIE FOOTAGE UN -AIR COr,411F,)ITIONED RV GARAGE; 1,545 5F fl LLl tOJ CL Job No. 09-105 Seal r ,;- , 1 Roger P. Janssen Drawing No. A - 2.6 @ COPYrIght 2010 r)�eiley Janssen Architects, P.A. All rights reserved. 10'-0" MIN. BUILDING SETBACK I I I I I I I I I_ I I I I zLu I Iz of I � W U ILu I a7 12 I OVERHANG EXTENSION © 4 BEYOND SETBACK 12 , (30" MAX. ALLOWED) - A -- - { COPPER CHIMNEY POT W/ SPARK ARRESTOR & CAP BY RUTLAND — — — — N OR APPROVED EQUAL 2-2 _ — _ 3=3 -- - - I % o J . 04 /./ �.s�■r�.�.��. �I wwwse� ewes" sw -- ,s nnevwrs �wwm"uw ww wAn®sA w.w A"11 w. (wrT I I i! I I I I I II I I I I I 1' I II / \ 102 ;ZE C1 E3 ED I 3/4'° STUCCO SMOOTH STUCCO WATER TABLE WITH FINISHED COLUMN I 45 DEC CHAMFER AND BEAMS I C�E ROR ELEVATON COPPER CHIMNEY POT W/ SPARK ARRESTOR & CAP BY RUTLAND OR APPROVED EQUAL (---------- - -- -- - -- --- - -4-4 - - - A-6.2 z m I� 1 © 4 12 ------- - - - - -- LOUVER STYLE ALUMINUM I SHUTTERS �' IMPACT RESISTANT ALUMINUM CASEMENT WINDOWS ''II © 4 - - - - --- -- - - - - - i 12 - SMOOTH STUCCO HEAD, CASING AND SILL 22'-9" MASONRY WALL IMPACT RESISTANT MAHOGANY ENTRY DOOR WITH STUCCO HEAD AND CASING Q 7 12 I I O tot \ COPPER CHIMNEY POT W/ SPARK ARRESTOR & CAP BY RUTLAND OR APPROVED_EQUAL -� 4-4 -- - - - — — - - _ --- -- 35'-• 0x WHEIGIHT A-6.2 \4T34'-8" Z 7_CHIMNEY SHA f z -t U d) Q ccl 7 Q 4� n 0� 0 0 1 , C11 �, am I � / 1 I r N -6.2 1 .rr I —1 'MINI r i _..- - - -- I - I r — ©4 i — — i 11_- ---- ------------------------ - Lo I I I g, \ / � I i I \ I 108 i� I I i I I f I i � I \ 7 co I i I -- I I I - 3/ E'' STUCCO LIGHT TEXT RED WA TER TABLE WITH STUCCO FIN H 45 G CHAMFER XT"NF1IOR TI��I 10" DIAMETER PERMACAST SMOOTH TUSCAN COLUMN COPPER CHIMNEY POT W/ SPARK ARRESTOR I I & CAP BY RUTLAND OR APPROVED EQUAL I 35'-0" -- -- — -- -- — — HEIGHT A-6, I TOP OF CHIMNEY SHAF Z z I� � r Lu F- STANDING SEAM o 1 c`un I METAL ROOF WITI--I I Q 1 ALUMINUM MILL :\ FINISH 4x8 CELLULAR 7PVC OUTLOOKER5 I 12 ® 24" O.C. PAINTED ALUMINurl / 4 GUTTER WITH OGF7'5 12 PROFILE - - - - 22'-8" T.O. TlE BEAM OVERHANG EXTEN!',ION - -- BEYOND SETBACK. 2 ------ --- -- -------------- '-5" 30" MAX. ALLOVv[_ ) I i , • . I I I I I 06 I 101-011 A-q.5 C9 C9 ;' / MIN. BUILDING SETBACK I I Y STANDING SEAS y METAL ROOF `41ITH ALUMINUM MILL.. FINISH 4x8 CELLULAR PVC I OUTLOOKERS 6D 24" O.C.) I PAINTED ALUMINUM GUTTER WITH OGEE I / PROFILE 22'-8" I — —d_,__ DECORATIVE COACH LIGHT I 38"H ALUNINU"' Q RAILING 10,-0" j MIN. BUILDING SETBACK LIGHT TEXTURED STUCCO NNISI-I 12'-:5" I N I IMPACT RESISTANT `- IMPACT RESISTANT ALUMINUM FRENCH ALUMINUM CASEMENT` DOORS WINDOWS t I 107 106 I i \ / COLUMN-1 AND BEAMS AT BRE 1 ZEWAY AND LOGGIA (0 HAVE SMOOTI-1 STUCCO FINISH SMOOTH STUCCO DOOR HEAD AND CASING i /=Z / 105 i \ I / � \ i 38"H ALUMINUM RAILING I LIGHT TEXTURED STUCCO FINISH I ----- 1611" 1 - I I - - - - - too-0" 0 BEAM IK111 I 1 SMOOTH STUCCO FINISHED BRACKET!,) t OLD CHICAGO BRICK BALCONY EDGE i 1'-1" I TO MASONRY WALL I 2 l 0'-0" FIN.0 ST FL. IMPACT RESIST NT PREFABRICATED ALUMINUM FRENCH SPIRAL STAIR WITH DOORS TREX TREADS - STAIR 13Y DUVINAGE f COACH LIGHT OR EQUAL a ,I ■ ---------------- r� LL c �r f L�LI C •r_ Job No. 09-105 Seal 'a -- -- - Roger P. Janssen AR-14785 Drawing No. A-5.1 © Copyright 2010 ]bailey Janssen Architects, P.A. All rights reserved. A —A y —_ — -- — MAX. FAN 35' EIG0H"T - _. — — — — — — — — — STANDING SEAM METAL ROOF WITH ALUMINUM MILL FINISH 4x8 CELLULAR PVC OUTLOOKERS Q 24" O.C. PAINTED ALUMINUM CUTTERGUTTER WITH OGEE PROFILE 36"H ALUMINUM RAILING N 10" DIAMETER PERMACAST SMOOTH TUSCAN COLUMN COPPER CHIMNEY POT W/ SPARK ARRESTOR & CA-P BY RUTLANO OR APPROVED EQUAL 1 1 _ _ 1 1 COPPER CHIMNEY POT W/ SPARK ARRESTOR & CAP BY RUTLAND OR APPROVED EQUAL 1"J1"IALL 'F-(J llOFLE 3/4" - 17—®A 12'-6" 1 _� �� --- ----- -� - —---——----- - - - - -- - - - - - ---- - - - -- jr TOP OF 2ND FLOOR — — — — — — _ — — — � � — � � } h -- - 4 i \ 12 05 A � s NORTH �XTmRIOR V TION SCALE' 1/4" = T-®" n nnn�.n nl IIM� IG\/ 11-VAG I KCJIJ I HIV I ' WINDOW HEAD SILL WATER TABLE WITH STYLE SHUTTER WITH STUCCO SILL TO BE SELECTED BY ALUMINUM CASEMENT AND CASING 45 DEC CHAMFEP' OWNER WINDOWS r'\ 1 ITV lJl Vllr\ I V 1 �I"\Y L SMOOTH STUCCO FINISH Z SEAM ROOF WITH JM MILL ILULAR )TLOOKERS O.C. ALUMINUM WITH OGEE BEAM c BREEZEWAY _' rLu r W U z W �n W W `1 uj m IO_ ,1 LL a 31 -EXTURED Job No. FINISH 09-105 Seal 1ST FL r\I STEPS WINDOW HEAD SILL STUCCO HEAD DESIGN AND CASING 05.1��1 ger P. Janssen AF,--14795 Drawing No. C2) a T/ EVATDN (K) CapyOght 2010 Dailey Janssen Architects, P.A. All rights reserved. 10'-0" TOP LOGGIA � LIGHT TEXTURED STUCCO FINISH IMPACT RESISTANT ALUMINUM CASEMENT WINDOWS 0'-0" FIN. t ST Ft FINISH FLO C-1 B-B A-6.4 A-6.3 DASHED LINE INDICATES EXTERIOR 1 i 1 WALL BEYOND 1 j 1 Q 12 1 � 1 1 1 G'J 4 - - - Iz —_ rr - - - - - - - - - - - -- - — - - - - - - - - I_ -'_ _ 1 ALUMINUM —= - _ --- -- -. BERMUDA COPPER CHIMNEY 1 POT W/ SPARK I ARRESTOR & CAP -- ---————————————— 35- 1\ BY_RLJTLAND OR �348- 0 TM APPROVED EQUAL t3ttrt� /Ir I 1 V i 1 \\ STANDING; SEAM METAL ROOF WITH - - -- --- ALUMIN1.11 MILL FINISH 4xB CE;=L.LULAR PVC P OUTLO('?ICERS @ 24" O.C. PAINTED ALUMINUM GUTTED' WITH OGEE �, PROFILES 1 SHUTTERS-------- 1 I I -- SMOOTH WITH i t STUCCO CASING, I I 1 I HEAD AND SILL - INSIDE AND OUT I I 1 I I I I I I a I 0`�O4d! H EXTIEGiOOR LELE"t"EA I�DN � I I 10" DIAI'^;E TER IMPACT RESISTANT PERMA(:'AST SMOOTH ALUMINUM CASEMENT TUSCAN COLUMN WINDOWS 38"H A1IJMINUM RAILING DBALCOP,h' AEGPCEBRICK 1 l ily---JL—Jil1 1 'A0.-----_-►� ♦''--------- 1 1 1 I 1 I 1 1 I ----------- I -- — -- - - - - - - - - - - - - - - - - - — - - - ------- - - - — -- ----- I 05 I J I 1 —J I 1 i i jam— -_- 1 i C5 ( `-5) C3 1 I I I 1 1 OWDER COATED 3/4" STUCCO - SMOOTH STUCCO 1 LUMINUM SPIRAL WATER TABLE WITH WINDOW HEAD SILL TAIR BY SPIRAL 45 DEG CHAMFER AND CASING L�TAIRS OF AMERICA SE DECK STYLE TREADS WITH TREX D-I A-6.4 1 nrA.1—i. ii+ �U� 0 t-1 UA 0 U11 U0UU Il ��1� V !!mil It ODU0 V r v u t-ni iiur- nvriL-� vvvrt ncrAv 01" /AfNV /i A Y. I. 1" SCAL -1/4' - T-®" LIGHT TEXTURED STUCCO FINISH 1 1 1 _- - _ I _ t 2'-(" - — � — — — TOP CflF 2ND LOOK - SMOOTH STUCCO I FINISHED BRACKETS SMOOTH STUCCO TRIM I COACH LIGHT ALUMINUM LOUVER STYLE SHUTTER t o'-c^ - - - i --- -- --- -- --- 03 OLD CHICAGO BRICK A_q 5 BALCONY EDGE �c ,X 0'-0" -6 - - - - -- -- - SMOOTH STUCCO FINISHED COLUMN AND BEAMS O COPY- fight 2010 Dailey Janssen Architects, P.A. All rights reserved. i r LL L_L LI i •r C CQ I C� to co nz o I I co co CQ C C d 1 H E PCt 'd AG; Job No. 09-105 �� aSeal 2 . I $'I , I { Roger P. Janssen L1 r� LL LL L7= L L1J _J O CQ I O � ra O � O co 01 E� 9 W �a as b aI A� Job No. 09-105 Seal C2, I'1. r P. Janssen Drawing No. A-5.5 R �: BREEZEWAY 126 i g—g A-7.6 A-6.3 1 1 12 1 1 7 1 1 1 1 12 1 4 I' r 1 I 1 12 7 1 1 1 , LOGGIA 1 124 i 1 i 12 17 STAIR LOFT W 1 C. 1 1 201 1213 r= d►RiTfillVi11f,iffiiuni�i�i�i�i�i�d►hfi�iR�di�i�i�iLfi�i64L@I� M D 0 ! �� F R 120 \ E123 Li BAST WEST BULUNG SCTDN 11 -ww www wwrr-------w w®-www wwwww aw_wawww-w" 12 7 CFRENip BALCONY 209 12 4 — ----------—— — — — — —'—i------ � CORONTRREE D PORCH 109 �• ll lwwwa m R +34' U CoPT fight 2010 1'),ailey Janssen Architects, P.A. All rights reserved. I CQ CQ i J/'�J �+ < - 4 TTT 0 W co c� b H 0 - v o o v I W a m aai CO U1 0 o v (U W v v n 0 0 0 I�.)1 J i^�11 rC U 0 N Job No. 09-105 Peal Y gR Ra' er P. Janssen �� AR-14785 Drawing No. A - 6.2 TOP TOP FINISH ,AA 1 i 1 4-4 1 A-2 A-7.4 1 1 1 ■ A-6.2 I / 1 2-2 i 1 1 1 1 1 1 1 A-1 1 A-7.4 1 � 1 Qa�l� � 1 1 _ �il■ ��i,;� , Nag'. i 1- _ `iv ��l�lll INN L=1�=111 JJ�_I1=111-II 1 'III=1: � •: - II-III-t 1 i i 1II 1 NUF'iTH �0UTN UI L D ING ECTIO 1 l.Li.=1LI I I [ 11=L=1 I i- 111=1 11=J.� III-i I 1 I III I-LI=1L 1 i II I I=1 11=1I I -III ',', ::•: �� ::'•; 1=1� 1=1_TI=111=1Ti=1 � �. � • 1Tf N I.MM FLOOR a x 4 ® CoPvright 2010 Dailey Janssen Architects, P.A. All rights reserved. 1� E- ,J l LL_ C �`) (mil_ r .4 O N Job No. 09-105 1 Seal Roger P, Janssen Drawing No. A-6.3 STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE ALUMINUM DRIP FLASHING TO MATCH ROOF PANELS OVER AZEK NAILER CDX PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. - SEE STRUCTURAL ------ +10'0" ----/- T.O.B.B. 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 AZEK OUTLOOKERS @ 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING AZEK SKIRT 3/4" LIGHT TEXTURED EXTERIOR STUCCO FINISH 3/4" CHAMFERED STUCCO BASE EXTERIOR GRADE SLOPE 1/4" PER FOOT MIN. AWAY FROM STRUCTURE 0'-0" FINISH FLOOR u`ARA%"G,AE c W A L L E_3' Ek"C; T 1110 N SCALE 31,C -,-a j 1= 5/8" GYPSUM BOARD OVER METAL FRAMING @ 16" O.C. CDX PLYWOOD STANDING SEAM SHEATING OVER METAL ROOF OVER PRE-ENGINEERED RUBBERIZED ROOFING WOOD TRUSSES @ MEMBRANE 24" O.C. - SEE ALUMINUM DRIP STRUCTURAL -� FLASHING TO MATCH ROOF PANELS OVER AZEK NAILER +10'-8" T.0.B.B. TYPICAL 1 ST FL CEILING HEIGHT 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE - WHITE 4x8 AZEK OUTLOOKERS @ 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING AZEK SKIRT 3/4" LIGHT TEXTURED EXTERIOR STUCCO FINISH i®i Im STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE ALUMINUM DRIP FLASHING TO MATCH ROOF PANELS OVER AZEK NAILER J +22'�8 r T.O.B.B. 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 AZEK OUTLOOKERS @ 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING SMOOTH FINISH STUCCO SKIRT COX PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. - SEE STRUCTURAL 4 12 3'—C SMOOTH STUCCO BAND +12'-6"j%_______ FIN, 2ND _FLOO.R- — — _ _ — — — — _ CONCRETE BEAM — 11 SEE STRUCTURAL 7 12 2'-0" TO SPRINGPOINT a d a d a a FOAM SPRAY INSULATION - R-20 I I'd MIN. TYPICAL 1 ST FL - - - H H - CEILING HEIGHT 5/8" GYPSUM BOARD OVER METAL FRAMING @ 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING 5/6" GYPSUM BOARD OVER 7/8" METAL HAT FURRING CHANNELS @ 16" O.C. INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS 3/4" LIGHT TEXTURED EXTERIOR STUCCO FINISH FOAM SPRAY INSULATION - R-20 MIN. 5/6" GYPSUM BOARD OVER 7/8" METAL HAT FURRING @ 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING 5/8" GYPSUM BOARD OVER 7/8" METAL HAT FURRING CHANNELS @ 16" O.C. FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS SECOND FLOOR CONCRETE SLAB `- 5/8" GYPSUM BOARD OVER METAL FRAMING @ 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING 5/8" GYPSUM BOARD OVER 7/8" METAL HAT FURRING CHANNELS @ 16" O.C. INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS 8'' CMJ - SEE 8" CMU -SEE 8" CMU -SEE STRUCTURAL FOR STRUCTURAL FOR STRUCTURAL FOR REINFORCEMENT REINFORCEMENT REINFORCEMENT SPECIFICATIONS I SPECIFICATIONS SPECIFICATIONS 1-1/2" BLOCK 1-1/2" BLOCK I- i/2" BLOCK RECESS RECESS RECESS SEALED CONCRETE 3/4" CHAMFERED STUCCO BASE FLOOR FINISH - SEE FLOOR FINISH -SEE FLOOR FINISH SCHEDULE FINISH SCHEDULE EXTERIOR GRADE - FOR MATERIAL EXTERIOR GRADE - FOR MATERIAL CONCRETE SLAB ON SLOPE 1/4" PER SELECTIONS SLOPE 1/4" PER SELECTIONS VAPOR BARRIER - FOOT MIN. AWAY FROM STRUCTURE I CONCRETE SLAB ON FOOT MIN. AWAY CONCRETE SLAB ON SEE STRUCTURAL VAPOR BARRIER - FROM STRUCTURE VAPOR BARRIER - - - - - - - - -- - TERMITE TREATED -- -- 0'-0" SEE STRUCTURAL SEE STRUCTURAL COMPACTED FILL FINISH FL00 _ _ _ - - ." TERMITE TREATED FINISH FLOOR _ _ _ _ - - - - - - - - - - - - - TERMITE TREATED Qe a COMPACTED FILL COMPACTED FILL a w_ { { { { I { _ I/2" EXPANSION JOINT --—-----— __ _ __ _ _ I { { __{f__LII=► _e — _ 1/2 EXPANSION JOINT - 1/2" EXPANSION STEMWALL AND _ ___ _ III III III III III III III { { { _ - { { { I I { { — STEMWALL AND '� �' _ { I { I I _ JOINT STEMWALL AND CONCRETE SPREAD _ CONCRETE SPREAD { CONCRETE SPREAD { { = FOOTING - SEE _ ____ FOOTING -SEE _ _ I - FOOTING -SEE _ STRUCTURAL _ (�� jT TY U A L S -_ OROW ` — STRUCTURAL I — — �j TYF�CL S�0PRY ( { — - STRUCTURAL a /�1(� B WALL ��C�� C> � � � ° � d a � _ I �� EC�11©�— - e a e — A a. a 3/4'-T-0" I — OW A-7.1 SCALE 3/4" 1 a ° { -- — al III 11= -III III III III III i -� ►�� ... O copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. . z- o i CLco co I V1 to uLi o o rn � o � a W a y o z cla a� o i , i .N W rh !—I o • i 11� r� .J 11 L l_. CAI_= L U � LPL 1-4 1-4 CQ Job No. 09-105 62. h1 •ir ger P. Janssen AR-14785 Drawing No. A—7.1 ------------------------------- -- 1 A-q.6 1 1 7 SIMILAR i 1 12 STANDING SEAM METAL 4 ROOF OVER RUBBERIZED 1 <!� 12 ROOFING MEMBRANE 1 1 1 i +22'-8 OF" _ _ ----------- TOP TIE BEAM i 1 1 i COX PLYWOOD SHEATING 1 1 - ° 1 3/4'' 1 STUCCO ON OVER PRE-ENGINEERED ��. 8 HI -RIB IMETAL LATH WOOD TRUSSES ® 24" _ 0/ 3/4PLYWOOD O.C. - SEE STRUCTURAL . N f SHEATHING q ALUMINUMDRIP FLASHING ., - - .. - _ - „ - - - - - - _ - - - s - ,, - _ - - - - -.## TO MATCH ROOF PANELS OVER AZEK NAILER ° . 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE - WHITE 48 CELLULAR PVC OUTLOOKERS ® 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE MASTER TERRACE PLYWOOD SHEATING 219 3/4" PLYWOOD - --- SHEATHING TO SEPARATE A/C AND NON -A/C ATTICN SPACES N STUCCO FINISH -� I STUCCO CASING -----< -- - -- ------- - -- - -- - - -- _---- -- --- --o----- - - - -- - - - -- -- - - -------- - - - - -- m 38"H ALUMINUM ALUMINUM FRENCH GUARDRAIL- VERTICAL DOOR -� PICKETS SHALL BE SPACED TO REJECT A 4" 0 SPHERE N<N ---_ -- -- -- - - -- — I i 0 I I \ II \ - -- - - - - - -- FINISH MATERIAL OVER - LIQUID APPLIED \ WATERPROOFING \ MEMBRANE - TREMCO \\ CONCEALED MOUNTING 850 OR APPROVED I� \ PLATE ATTACHED TO o EQUAL \ SLAB WITH 4 TAPCONS M - 1-1/4" MIN. EMBED 1-4 \ 5" SLOPE: 1/6" PER FOOT I� FIN. 2ND FLOOR - - - - -- - __=-_=-_. __- _- - _----------- ----- - - - - -- - - - - -._-- --- ----- -- - - - -a aq 4 I a d, C 4 4.d d .4 a 4 ° e q _ d 4. q 'd q d q a d d q d n q 4 d v 4- _ _ — . _ . — . — . _ Ol q r c c q TYPICAL 1ST FL CEILING HEIGHT N z -8» 4 d 5/8" GYPSUM BOARD FLOOR BEAM -SEE OVER METAL FRAMING STRUCTURAL d @ 16" O.C. 4 a. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY --._ -------- -_.__-._.-.-_-._.__._-.---_--- -- -- INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS GUEST PATIO GUEST BEDROOM 117 116 O I ro RECESS EDGE OF SLAB TO ACCOMODATE BRICK eoQOEa _.B_ON_CQaoE WITH THICKENED .,oGE I -Ott SLOPE: Ea,aO. ill IIIII IIIII-I� l i 111 l{ill_Ilil}Ill lllil I li �illl I 1II- �I.IIIIIIIIIII I Ili I,IIIIIIII'lllll 1� I ��I-� 111 1-1/2" SLAB RECESS AT DOOR THRESHOLD FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS CONCRETE SLAB ON VAPOR BARRIER - SEE 4.q STEMWALL AND CONCRETE SPREAD FOOTING - SEE STRUCTURAL TERMITE TREATED COMPACTED FILL I-B WALL S`EIC"TDN 4 0 0 FOAM SPRAY INSULATION - R-20 MIN. 5/8" GYPSUM BOARD OVER METAL HAT FRAMING Q 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS SECOND FLOOR CONCRETE SLAB 1 A-q.6 SIMILAR FOAM SPRAY INSULATION - R-20 MIN. 5/8" GYPSUM BOARD OVER METAL HAT ZL FRAMING @ 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / - - - FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING 5/8" GYPSUM BOARD OVER 7/8" METAL HAT FURRING CHANNELS @ 16" O.C. - TYPICAL 5/8" GYPSUM BOARD OVER METAL FRAMING 16" O.C. PROVIDE APPROVED FIREBLOCKING AT ALL WALL / CEILING / FLOOR CAVITY INTERSECTIONS AND IOFT O.C. MAX VERTICAL SPACING INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS MA` TER BED OOM 218 i - - - - - - - - - - - - - - 0i ------------------------------ ------ ---_---------- -- - ---- --- ----- ALUMINUM FRENCH DOOR OPEN BALCONY 210 -------------------------------- STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE ALUMINUM DRIP FLASHING TO MATCH ROOF PANELS OVER AZEK NAILER 22,-B„ DP OF TIE BEAM 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE - WHITE 4x8 CELLULAR PVC OUTLOOKERS 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING 2x 10 AZEK SKIRT 38"H ALUMINUM GUARDRAIL - VERTICAL PICKETS SHALL BE SPACED TO REJECT A 4"� FINISH MATERIAL OVER .- --. --- SPHERE LIQUID APPLIED WATERPROOFING MEMBRANE - TREMCO ��. CONCEALED 850 OR APPROVED MOUNTING PLATE EQUAL ATTACHED TO SLAB `i WITH 4 TAPCONS - "' 1-1/4" MIN. EMBED SLOPE: \ 1/8" PER FOOT 5 - - -- -- +12'-6" FIN. 2ND FLOOR C d. 2ND FLOOR SLAB Q .9 d q d ri O t d -I +10'-6" ILI -- ----"' - ----------------------------------- --- ---------- ------- TYPICAL 1 ST FL CEILING HEIGHT ° 6" 3" 5._0„ d PROVIDE CONTINUOUS STUCCO DRIP AROUND BALCONY PERIMETER BALCONY BRACKET WITH SMOOTH STUCCO FINISH GAME ROOM 113 1-1/2" SLAB RECESS AT DOOR THRESHOLD FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS CONCRETE SLAB ON VAPOR BARRIER - SEE STRUCTURAL TERMITE TREATED a COMPACTED FILL STEMWALL AND _ CONCRETE SPREAD - FOOTING - SEE - STRUCTURAL 1 1 1 ■ I., FRONT PORCH 110 ALUMINUM FRENCH DOOR SLAB -ON -GRADE - SEE STRUCTURAL 1/2" EXPANSION JOINT SLOPE: 1/8" PER FOOT 0,_O,p -------- - - - - -- - FINISH FLOOR q e. q a e. d . q • ' �_d I 1-A WALL SECDMON A-7.2 SEC11ON 1-1 SCALE: 3/4" -1'-®" Copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. z� o U. I M co 0 VJ o ko � V W 0 M o U � U � rn cc, o a� as U I Z T, i W a rA y U 0 z o o a) W W a; L._J 0 0 o 10 • L L_ LI- II•) ill (' 1 0 CQ Drawing No. A - 7.2 FOAM SPRAY INSULATION - R-20 MIN - 5/8" GYPSUM BOARD OVER METAL FURRING ® 16" O.C. - FT 1 OD GUA DRAIL AL PICK SPACE TO 4" 0 OBJECT FLtpOR FINISH - SEE FIN NEDDCEFOR MATERIAL SELECTIONS ® ,, .. -- -- ------------ --- -- --- ---- --- —.. ,. i 7 CDX PLYWOOD 3HEATING ,► STANDING SEAM OVER PRE-ENGINEERED 1 METAL ROOF OVER 12 WOOD TRUSSES @ 24" O.C. 1 RUBBERIZED ROOFING - SEE STRUCTURAL 1 MEMBRANE 1 1 ALUMINUM DRIP 1 1 FLASHING TO MATCH 1 4 ROOF PANELS OVER 1 1 AZEK NAILER 12 1 ' +22'-8" 1 TOP OF TIE BEAM 1 1 FOAM SPRAY BOND BEAM - SEE 1 n INSULATION - STRUCTURAL n - 1 R-20 MIN I PROVIDE APPROVED ; BOND BEAM - SEE FIREBLOCKING AT ALL °�- - ®- STRUCTURAL -" CAa/�Tl'- II IN�IFKS CTIONS-A-Ft IN51n_I HE OFT O:CTj ICAL SPA R4.1 RA�IANT �ARRIER ING=CHA_-_-- MAX-- CING OVER E6--caN ET F __. SILL 8" CMU - SEE 'RUCT'UR U-FOR REINFORCEMENT SPECIFICATIONS 2 T R EAD!® 1 4'-8^ ----------------------------- - -------, I I I I I I 4' d 4 --� Tilt, � II L / \ ' �M `\ W POURED IN PLACE' \ ` —------- - - -- ---- ----- - .�-------- ------ --�bNCR61��tA - -------------------------- GYPSUM BOARD OVER METAL FRAMING / 16" O.C. a `° to N� M _ WINDER SECTION WINDER TREADS - SEE PLAN 8 TREADS ® 10 1/2" r . 38"H WOOD FOYER GU,AIWAIL 102 103 e d ST NE TRI'Al AND d" RI R INl H a a, d • vd , . 4 a 0 ° M Aw ° I 4Jin 4 °) ul d La a. a m ° o 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 CELLULAR PVC OUTLOOKERS Cal 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING i 2x 10 AZEK SKIRT POURED CONCRETE SILL STANDING SEAM METAL ROOF OVER 8" CMU - SEE RUBBERIZED ROOFING STRUCTURAL FOR MEMBRANE REINFORCEMENT SPECIFICATIONS FOAM SPRAY INSULATION - R-20 1-1/2" BLOCK RECESS MIN FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS -- - - _ +12'-g„ FIN. 2ND FLOOR e DOUBLE 2x WOOD LEDGER - SEE STRUCTURAL ROOMY d ° tal 122 4 4 d d ° e 4 d a Q Q d g" d a e POURED -IN -PLACE CONCRETE STAIR 4. MONOLITHIC FOOTING AT BASE DRAWINGS iI I EOF STAIR - SEE STRUCTURAL �� aCTo�� C�3— STAR SECTION a -< SCALE: y4'-1-0' 11I�I�III1� II i I lill Illil II—� I � MASTER BATH 214 �- PLYWOOD 7 CDX PLYWOOD SHEATING STANDING SEAM SHEATING TO OVER PRE-ENGINEERED METAL ROOF OVER SEPARATE A/C 12 WOOD TRUSSES @ 24" O.C. RUBBERIZED ROOFING AND NON -A/C - SEE STRUCTURAL MEMBRANE ATTIC SPACES ALUMINUM DRIP FLASHING TO MATCH 4 ROOF PANELS OVER 12 AZEK NAILER +22'-8" °� -------- ----------- TOP OF TIE BEAM AZEK BEADBOARD OVER - AZEK BEADBOARD OVER Ix WOOD Ix WOOD FURRING I FURRING STRIPS ® STRIPS ® 16" O.C. ° N = 16" O.C. R I 00 IMPACT RESISTANT FIXED GLASS ALUMINUM WINDOW POURED IN PLACE CONCRETE SLAB - SEE STRUCTURAL CFRONTO BALCONY 209 CONCRETE BEAM - SEE STRUCTURAL PAINTABLE TUSCAN COLUMN FORM FILLED WITH STEEL TUBE AND GROUT - SEE STRUCTURAL 38"H ALUMINUM GUARDRAIL - VERTICAL PICKETS SHALL BE SPACED TO REJECT A 4" (71 SPHERE I co 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 CELLULAR PVC OUTLOOKERS 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING 2x 10 AZEK SKIRT SLOPE: ; E: I 1/8" PER FOOT 8" P _ F CONCEALED MOUNTING PLATE ATTACHED TO SLAB WITH 4 �� TAPCONS - 1-1/4" MIN. EMBED „ - - - - _ __ _..- +12 -6 _. _ _._.-.- --.-.-.-,-.-.- _ _ __:_�-_Y_._. _ _ - -- - - - - - -- FIN. 2ND FLOOR 5/8" GYPSUM BOARD d d ° e e� .° d° OVER METAL FRAMING d' d e . " '. d .. a R (� 16" O.C. "° d a . d o' ° a N Y a 3/4" SMOOTH STUCCO -- �' FINISH - - + - 2 - - a - - - - - - - - - - - - - - - 10 - - - - - - - - - - 1 - --- - - - - - - - - - - „ 1 BOT, OF BEAM PROVIDE APPROVED PRE-ENGINEERED WOOD FIREBLOCKING AT ALL WALL /CEILING / TRUSSES ®24" O.C. FLOOR CAVITY 5/6" GYPSUM BOARD INTERSECTIONS AND ON METAL FRAMING ® IOFT O.C. MAX 16" O.C. VERTICAL SPACING INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS 5/8" GYPSUM BOARD ON METAL FURRING 16" O.C. 1-1/2" SLAB RECESS AT DOOR THRESHOLD - FLOOR FINISH - SEE FLOOR FINISH - SEE FINISH SCHEDULE FOR FINISH SCHEDULE FOR MATERIAL SELECTIONS MATERIAL SELECTIONS -CONCRETE SLAB ON CONCRETE SLAB ON VAPOR BARRIER - SEE VAPOR BARRIER - SEE STRUCTURAL STRUCTURAL 0'-0" FINISH FLOOR - TERMITE TREATED TERMITE TREATED COMPACTED FILL COMPACTED FILL - 5TEMWALL AND STEMWALL AND CONCRETE SPREAD CONCRETE SPREAD FOOTING - SEE FOOTING - SEE STRUCTURAL STRUCTURAL -- AZEK BEADBOARD AZEK 1 4. OVER 2x WOOD BEADBOARD t� 5 FRAMING ® 16" OVER 2x A-q.5 O.C. WOOD FRAMING I ' I IMPACT RESISTANT ALUMINUM FRENCH I DOOR CONCRETE COLUMN WITH SMOOTH STUCCO I I FINISH I I I , I , I I I I -LLVING OM CFo RONTERE C PORCH 109 I I I I I I 1 I I I I I I I I I I I I e I I N I I p I I I I R I I I I I I I I I I , I I I I I I I I I I I I I i I i I I I I I I RECESS SLAB AT --- - - PERIMITER FOR BRICK BORDER I EXTERIOR FLOOR FINISH OVER SLAB EXTERIOR FLOOR I ON GRADE FINISH OVER SLAB I BRICK TREADS WITH ON GRADE STUCCO RISERS - 4" - I 5 RISERS --- TERMITE TREATED 1 1A-q.5 COMPACTED FILL SLOPE: - - ' POURED IN PLACE CONCRETE STEPS 1/8" PER SL FOOT OPE: i I _ 1- t 1/8" PER FOOT L- 0'-0" FINISH FLOOR ° I , d e d d • - - - - - POURED IN PLACE CONCRETE STEPS d � _ = STEMWALL ° • ° CONCRETE FOOTING EI I— STRUCT d d _ I I I i—_ —•• a 2-A WALL ° . • _ A-7.3 SECTION 2-2 SCALE: 3/4�'-1'-0' I d I_ Q Copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. -I 1 I I-- L_L rJ Ll_ I1- (�l LLI C! t-I i 1-4 0 02 Job No. 09-105 Seal ®1,.t )J1 Roger P. Janssen AR-14785 Drawing No. A - 7.3 A-q.6 t 1 1 1 1 1 1 1 1 1 1 �. u� 1 1 1 1 1 1 -- i 1 - - - - - - - - -- COPPER CHIMNEY POT WITH SPARK ARRESTOR t 1 1 DOUBLE TOP PLATE t 1 1 STUCCO BAND AT CAP i 3/4" SMOOTH STUCCO 1 OVER HI -RIB METAL LATH oL +34'-8" TOP OF CHIMNEY SHAFT COX PLYWOOD t SHEATHING I PRE -FINISHED COPPER t FLASHING TO MATCH 1 1 STANDING SEAM METAL ROOF ® ALL ROOF TO WALL CONNECTIONS ------- ----lll- 6 Z W J s e ° d �. 2" MIN. 2" MIN. I I I I , _ 1 I z , ' z �W 30 2r �� rn J z I / 2" / \ ° MIN / \ \ 2'-5" / ------ - -- -------- ------ ` BEDROOM 2 , -" 6., L ING, ROOM / 105 i •.. EiOARP 0/ v WOOD/ FU �21'16" O.C. �- - ---------- ' & S" ICON . I K W /FILLED ELI EFER TO STRUC U L DRAWINCS ! ` I I A' 4 I A — --T M s• 'd N R I a ° e d. d 6 a° I1 III III III III UMNU Noom DN rA--2 �7.SECU)N A -A 3/4" -1'-®A SPRAY-IN FOAM INSULATION - R-20 MIN. LOCKING BANDS OR SCREWS (INCLUDED WITH PIPE) 2x4 WOOD FRAMED CHIMNEY - BRACE TO TOP AND BOTTOM CHORDS OF WOOD TRUSSES +12'-6" FIN. 2ND FLOOR OPENING IN MASONRY WALL FOR FLUE ONLY ALL FRAMING TO BE A MIN. OF 2" FROM FIREPLACE MASONRY (TYP.) METAL FLUE ASSEMBLY "ME:TALBESTOS", MODEL 5511 CHIMNEY SYSTEMS BY "SELKIRK: G.C. TO FOLLOW ALL MANUF. INSTALLATION INSTRUCTIONS STONE MANTEL & SURROUND SMOKE CHAMBER DAMPER �- "ISOKERN" STANDARD 42 INCH FIREPLACE -- FIREBRICK �-RECESS SLAB FOR FLUSH HEARTH ,,,--FLOOR FINISH - SEE FINISH SCHEDULE FOR MATERIAL SELECTIONS �- CONCRETE SLAB -ON -GRADE 0'-O„ FINISH FLOOR (A LOCKING BANDS OR SCREWS (INCLUDED WITH PIPE) 2x4 WOOD FRAMED CHIMNEY - BRACE TO u TOP AND BOTTOM CHORDS OF WOOD TRUSSES v d. d ° e d. MASTER BEDROOM FIREPLACE S_-"ECTK%`./%)N . , 8)FCHIMNEY SHAFT SPRAY -IN FOAM INSULATION - R-20 MIN. ALL FRAMING TO BE A MIN, OF 2" FROM FIREPLACE MASONRY (TYP.) BEAM FLUE ASSEMBLY _BESTOS", MODEL -41NNEY SYSTEMS BY ?K.' G.C. TO W ANUF. INSTALLATION )CTIONS MANTEL & )UND CHAMBER R 2N" STANDARD 42 =1REPLACE '.ICK ,S SLAB FOR FLUSH 'H FINISH - SEE SCHEDULE FOR 'IAL SELECTIONS ?ETE -ON-GRADE m d. d a ° d 40 0 COPYright 2010 Dailey Janssen Architects, P.A. All rights reserved. o I o CD I V 1 to �n t� W � o CQ LL I� 0 ca 0 Ice �d w o o a� as U I W a co m o z o a � i� W v, ® o rJ 1 L I__ I1_ L� (�l [J_ ��ooswu_I Job No. 09-106 a Seal Roger P. Janssen AR-14785 Drawing No. A-7-4 4 +22'-8" - - - - - - - - - - - - - - - - - 1 - TOP OF TIE BEAM -- — + I I i 1 I 1 I I 1 I I I I II— I I 1 - I I 1 -ILj 1 I I 1 I I I I I I LOW MASONRY WALL WITH STUCCO FINISH I I I I I I I I I I -- I I I I I i I I I I I I I I I I / / / / / / / / � I I I i I I I 6 I I A-q.6 �.. - I I � I I I I I I I I I I I I I I I 12 I I +12'-6" FIN. 2 N D FLOOR ------- -- __ - ---- -- - --- -_- __ ----__ I i I I I I � TOP OF BEAM ��' � ' - AZEK BEADBOARD WOOD RAFTER TO CEILING ON WOOD DBL WOOD LEDGER FRAMING @ 16" O.C. - SEE STRUCTURAL a �I i I i 1 +8'-5;lh BOT. OF BEA - - --- I I I 1 I , I I I I I i I I I I I I I CONCRETE BEAM - SEE STRUCTURAL SMOOTH STUCCO FINISHED COLUMN I I I I I I I I I I I I I 1 I I i I I I RECESS SLAB AT PERIMETER AS REQUIRED FOR BRICK BORDER BRICK TREADS AND STUCCO RISERS ' I I I I I I I 1 I I I 1'-4" 1'-4" I 1 1 I I I 1 0'-0" FINISH FLOOR _ - ' I COVTRERYED \ \ EN 101 �1�1119 m f \ CONCRETE TIE BEAM n - SEE STRUCTURAL PROVIDE APPROVED F-IQE13LOCKINC AT ALL WALL / CEILING / N n FLOOR CAVITY ' ' IE INTERSECTIONS AND I .I, IOFT O.C. MAX VERTICAL SPACING INSTALL R4.1 RADIANT HEAT BARRIER OVER FURRING CHANNELS �l.-. COMPOSITE COLUMN SEE STRUCTURAL FOR DETAILS_ STAIR ,II- LOFT 201 I. Ir. I a POURED CONCRETE SILL II \ a II t5 . d I I ' ;, \ Ent �= ! ————i---— _—.— — — —.— —.—— ------------ —.—.—.—.—.—. _-------- --. V-74" d a WINDER SECTION 3 TREADS 0 10 1/2- WINDER TREADS - SEE PLAN 5'-11" d 36"Wx3O"H CONCEALED ATTIC 4 ACCESS DOOR s d ° a d� d 4'. STAIR ___ ------�.._------- 103 d ° ° ° a -0 --- --- - — I I I d C I d e ° 'd ° d d dd d d d a ° POWDER d ROOM 123 d' ° w O T O I � Z I CONCRETE STEM WALL & w: SEE STRUCTURAL it iI-III I �1-1 III II I I_ i lil sill III I lil �I IIII II-�I III i� IIIII �IIIII POURED ��aE.� — —STEPS I I � I , I , I I I' � I \� I I I I I I I I I I I I I 1 I I 10 I I � I I i I I HALL 121 1 (D �� III�I- I IIII��Illlllllll B— S((�� T A � R S5C� 30N ill 1S SECTON &B 3l4 I op—... �..— �,.:. STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE CDX PLYWOOD SHEATING OVER PRE—ENGINEERED WOOD TRUSSES ® 24" O.C. — SEE STRUCTURAL +22'-8" TOP OF TIE BEAM ALUMINUM DRIP FLA51-11NG TO MATCH ROOF PANELS OVER AZEK NAILER 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x6 CELLULAR PVC OUTLOOKERS Q 24" O.C. STUCCO OVER 14I-12IBBED PAPER BACKED METAL LATH OVI:�R 3/4" EXTERIOR GRADE PLYWOOD SHEATING 2x 10 AZEK SKIRT SPLAY —IN FOAM INSULATION — R-20 MIN. ROOF CRICKET 2x IO RAFTERS @ 24" O.C. +12'-6" AHU IN ATTIC 3/4" PLYWOOD SHEATHING 0/ 2x4 FRAMING FOR MECHANICAL SERVICE DOUBLE WOOD LEDGER - SEE STRUCTURAL 8" CMU - SEE STRUCTURAL FOR REINFORCEMENT SPI'=CRFICATIONS I t" i ITCHEN ° 118 cn �i l l `J r �a ter= I.lJ �r� I !L c. w M Job No. 09-105 F. se®ss®s s Seal Roger P. Janssen AR-14785 Drawing No. A — 7.5 (C COPY 1 ight 2010 Dailey Janssen Architects, P.A. All rights reserved. 3WX6H ALUMINUM KAFTEf (2) 5T. 5TL. 5/8" THKU DOLT COUNTER 5INK AND PLUG 6WXIOH WOOD REAM PLAN VIEW @ KAFTEK ATTACH RAFTER TO CONCEAL ALUIVIINUM (,Llf' ATTACHED TG "ILLELD CELL5 - PROVIDE 5 )RAWIN65 TO ARCHITECT FO ',EVIEW OF ALL MEMf5ER5 ANI ,ONNEGTION5 3WXbHX.25 ALUMINUM RAFTER WITH WHITE E5P ®_ - - - - - - - - - - - - - FIN 2 A7.6 Y4" 5T. 5TL-. ALL THREAD THKU DOLT FROM KAFTEK5 TO DEAM COUNTER 5INK AND PLUG A UMII\ L A 4wxIOh ALUMINUM BEAM WITH WHITE ESP FINISH Ix PAINTED AZEK TRIM SIX VIEW 6"x8"x.'4 )5" ALUMINUM COLUMN WITH WHITE ESP F`ER _OLA DETALES I"U I PERGOLA 3/4w � T-Ow 2x2 PVC LATTICE F��Z�WA ACTION SECT10N D-D 3/4w = IT -ow ih PEOLA 2�FP 18 91, i- P"E R 1, (13 0 L A � MID nM(D 3 r0FLE 0 A 3/4! - 11-011 (; -7.6 PERGOLA ERGOLA 3/4w - 11-Ow - - --------- 0 o I 1z 71 ME POURED CONCRETE BEAN _- SEE STRUCTURAL MASONRY CHIMNEY - CORBELL BLOCK AS SHOWN AND FLOAT STUCCO AS REQUIRED FOR A SMOOTH ANGLED SURFACE WATER HEATER - S EE PLAN FOR ACCESS PANEL LOCATION 74" A 11-91. 7j' N 20 07 COPPER CHIMNEY POT WITH CAP AND SPARK ARRESTOR 20 OZ COPPER CAP FLASHING - SOLDER ALL JOINTS STUCCO BAND AT CAP 13130 VENT THRU CHIMNEY PER MANUFACTURER RECOMMENDATIONS 314" SMOOTH STUCCO FINISH 160Z COPPER BASE- & COUNTER FLASHING @ ALL ROOF TO WALL CONDITIONS. CONC. TILED CRICKET STANDING SEAM METAL- ROOF OVER RUBBERIZE[) ROOFING MEMBRANE 7 �5� "- AZEK BEAD BOARD CEILINC 0131- 2x WOOD COX PLYWOOD LEDGER OVER SHEATINC OVER BEAM Wool) TRUSSES @ 24" O.C. - SEE STRUCTURAL ,,,,-COPPER 13130 VENT HOOD 2" 50. EDGE CAST --STONE CAP I3BQ GRILL — TO BESELECTED BY OWNED: BOND BEAN AT TOP OF I OUTDOOR LOW WALL CABINETRY - TO BE 611 CMU - SEE SELECTED BY STRUCTURAL FOR OWNER REINFORCEMENT SPECIFICATIONS BRICK BORDER 74 0 AND NATURAL STONE HELD MONOLITHIC SLABWITH CONCRETE MONLITHIC FOOTING FOOTING - SEE SEE STRUCTURAL - STRUCTURAL TERMITE TREATED I I T COMPACTED FILL - OL 0'_0" r L ------------ i FINISH FLOOR FI LOGGIA FL 4 -14 4 4 '44 ° add •• I _I I III• d.•ad • �°d d.'44 . d°...... c-, A-7.6 SECTION C-C 314w ly-Ow @COPYight 2010 Dailey Janssen Architects, P.A. All rights reserved. +10'-0" o 0 n4 RS rn o Lid CQ ul 0 7mml� 7mmm& 79MMI UJ 0 CQ CQ 10 co CQ c 6 0 EF as - Job No. 09-105 1 Seal Roger, P. Janssen AR-14765 OPTIONAL FOAM SPRAY INSULATION STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE CDX PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. - SEE STRUCTURAL +16'-6 1/2"c� - -- - -- - ---- - TOP OF TIE BEAM ALUMINUM DRIP FLASHING TO MATCH ROOF PANELS _.-- OVER AZEK NAILER 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 CELLULAR PVC OUTLOOKERS @ 24" Q.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4" EXTERIOR GRADE PLYWOOD SHEATING 3/4" STUCCO FINISH 8" CMU - SEE STRUCTURAL FOR REINFORCEMENT SPECIFICATIONS CONCRETE HEADER - SEE STRUCTURAL STUCCO HEADER MONOLITHIC CONCRETE SLAB AND FOOTING - SEE STRUCTURAL GARAGE THRESHOLD - SEE DETAIL CONCRETE DRIVE mralil o- G A f� A�'G AWALL SECTION co 4 12 -'�l 7 7 12 z 12 �- 12 OPTIONAL FOAM SPRAY INSULATION STANDING SEAM METAL ROOF OVER RUBBERIZED ROOFING MEMBRANE CDX PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. - SEE STRUCTURAL +16'-6 1/2" \_T TOP OF TIE BEAM ALUMINUM DRIP FLASHING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD ---- TO MATCH ROOF PANELS OVER 7/8" METAL HAT OVER 7/8" METAL HAT a ~ OVER AZEK NAILER FURRING @ 16" O.C. FURRING @ 16" O.C. 5" WHITE ALUMINUM GUTTER WITH OGEE PROFILE WHITE 4x8 CELLULAR PVC OUTLOOKERS @ 24" O.C. STUCCO OVER HI -RIBBED PAPER BACKED METAL LATH OVER 3/4' EXTERIOR GRADE PLYWOOD SHEATING 1/2" STUCCO FINISH 1 1 1/2" STUCCO FINISH IH A "-,- 3/4" STUCCO FINISH W 8" CMU - SEE STRUCTURAL FOR REINFORCEMENT SPECIFICATIONS INTERMEDIATE CONCRETE TIE BEAM - SEE STRUCTURAL STUCCO WATER TABLE WITH 3/4" CHAMFER MONOLITHIC CONCRETE SLAB AND FOOTING - PROVIDE CLEAR SEALANT PROVIDE CLEAR SEALANT SEE STRUCTURAL TO EXPOSED CONCRETE TO EXPOSED CONCRETE SLAB � SLAB � �- GARAGE THRESHOLD SEE DETAIL SLOPE: 1/8" PER FOOT TO DRAIN \ I I SLOPE: 1/8" PER FOOT TO DRAIN a n ,} a n m a. ;7A GRADE - SLOPE Y4" PER FOOT MIN. AWAY FROM STRUCTURE +0'-0" __________ __ _ TOP OF GARAGE SLAB �v GAf�AG� �TYP. WALL SECTI N ,l 11J � R t R i Ill L.I.J cry LL Job No. 09-106 Drawing No. O CoPYright 2009 Dailey Janssen Architects, P.A. All rights reserved. A-7.7 tK tOT �\ �� U c: + WOOD T o Q �nOWN �ilOo[�DOf�C� ®PIORLE 9Q' o�l�DoO�n ®I�n©f��L�LE 9�' SCALE: 1' -1'-0' SCALE-1'-1'-0' JP -� 5A" AZEK 5 -1/2"W 6EAD130ARD AZEK T&U` O, OoWN MOLDING ® f� ROIRLE ' 0 9 e (EQD e OQRD � GrG�ORL�E F 2 SCALE: 1" -1'-0' 0 SCALE: I" -1'-0' �0 AZEN k.;NOWN r-n%'FILEE L; WEROR f MSH SCHEDULE R NAME EASE CROWN WALLS CEILING mist. CEILING HEIGHT (A F.F.) REMARKS --FLOOR W OLijZ � Q Q Z o Cn c) u.� Q 3 Z c' o J a to Ir cai z 0 o O z c) o O w Z a w J F m o O w -� ti 0 o z � Z 0 0 O Y ,,, N ¢ w J L- O a. S U) Z U- ca I— Z Q a. O cn 1-- a. z¢ 3 w —� F f— Q 3 o o O 3 co E— Z Q 0_ o w m ¢ m Y w¢ N 4 0 Z Y ¢ a Q 3 1- a O cn F= w J_ Q Z i pp= 3 i- 2 —1 Q a Q J ¢ WwW h Z O U Z x 0 Z o a C> z O 0 Q U o Z Q h- to m v n< 0 3 F= n m U 0 Q - cn _J Q Q 0 0 o O 3 FIRST FLUOR • 101 COVERED ENTRY ♦ • ♦ D PT e e SLOPED 102 FOYER • • • A PT • e +10'-6" 103 STAIR • • • A PT • • a +22'-6" 104 ELEVATOR • i • • +10'-6" 105 DEN/BEDROOM • e s A PTI 10 10 +10'-6" 106 CLOSET • i • +10'-6" 107 DEN BATH • • • B PT • • • • • +10'-6" 108 FRONT PORCH • • ♦ • +11'-4" 109 COVERED FRONT PORCH • • • C PT • • +10'-6" 110 FRONT PORCH • s • • +11'-4" 111 LIVING ROOM e •I A PT • • +10'-6" SEE RCP FOR HEADERS 112 VESTIBULE • a a A PT • • +9'-10" 113 GAME ROOM • ♦ • A PT • • • • +10'-6" 113-A AHU CLOSET ♦ • • • +9'-6" 114 GUEST BATH • • • B PT • • ♦ • • +9'-6" 115 CLOSET • • • ♦ +9'-6" 116 GUEST BEDROOM • e ♦ A IPT 1 +10'-6" 117 GUEST PATIO • • • +11'-4" 118 KITCHEN • • • A PT • • • • +10,-0" 119 DINING ROOM ♦ • • A PT ♦ • +10'-0" 120 MUD ROOM • • • B PT • • +10'-0" 121 HALL • e • B PT • ♦ +9'-0" 122 LAUNDRY ROOM • • • B PT • • • e e +10'-0" 123 POWDER ROOM • • • B PT ♦ • • • SLOPED 124 LOGGIA • • e J IPT • • SLOPED 125 SUMMER KITCHEN • • • J PT • • • • SLOPED 126 COV. BREEZEWAY • ♦ • D PT • • +10'-0" 127 3-CAR GARAGE e • e +10'-2" ABOVE GARAGE ENTRY SLAB 128 POTTING ROOM • • ♦ 1 1 1 +9'-10" ABOVE GARAGE ENTRY SLAB 129 CABANA POWDER ROOM • • • • • • +9'-10" ABOVE GARAGE ENTRY SLAB 130 CLOSET • • • +10'-2" ABOVE GARAGE ENTRY SLAB 131 CABANA SHOWER • 132 PERGOLA • 133 POOL DECK • SECOND FLOOR 201 STAIR LOFT • e • A PT • • +10'-0" 202 CLOSET I 1 • ♦ +9'-0" 203 VESTIBULE e • ♦ A IPTI +10'-0" 204 BEDROOM #1/OFFICE a • • A PT • • • • +11'-0" SLOPE TO FLAT AREA IN CENTER 205 VESTIBULE • • • A PT • • +9'-6" 206 CLOSET • • • • +9'-0" 207 BATH # 1 • • ♦ B PT • • • • • +9'-6" 208 OPEN BALCONY • • • 209 COVERED FRONT BALCONY • • C PT e • • +10'-0" 210 OPEN BALCONY • • 211 HALLWAY • • • A PT • • +10'-0" 212 VESTIBULE • • ♦ A PT • • +10'-0" 213 HIS W.I.C. • • • A PT • • +1O'-C 214 MASTER BATH • ♦ • A PT • • • ♦ +10'-0" 215 WATER CLOSET e ♦ • A PT • • +10'-0" 216 FIER W.I.C. • • s A PT e • +10'-0" 217 MASTER SITTING • • • A PT • • • • +10'-0" 218 MASTER BEDROOM • • ♦ A PT I • • ♦ +11'-0" SLOPE TO FLAT AREA IN CENTER 219 MASTER TERRACE • • • C PT ♦ • • +10'-0" F1 NGH SCHEDULE NOTES - PROVIDE 'DUR-ROC BOARD ® ALL BATH STONE AND PILE LOCATIONS - PROVIDE MOISTURE RESISTANCE GYPSUM BOARD @ ALL BATHS AND NON A/C SPACES - GENERAL CONTRACTOR TO COORDINATE ALL SUBPLOOP ELEVATIONS AND POUCH FRAMING DIMENSIONS WITH FINAL FINISH MATERIALS AS SELECTED BY OWNER. - ANY CHANGES TO FINISH SCHEDULE SHALL BE DOCUMENTED BY GENERAL CONTRACTOR & FORWARD TO ARCHITECT POP RECORD. ALL CHANCES MUST BE APPROVED BY OWNER THROUGH WRITTEN & APPROVED DOCUMENTATION ONLY, NO EXCEPTIONS. - ALL INTERIOR STRUCTURAL STEEL COLUMNS TO BE WRAPPED W/ 2-LAYER3 OF 5/5" TYPE 'X' CWB FOR I-HR-RATING AS REQUIRED. o Le U. co s 4 0 ,41 � o o U as a T r i q CD — U O o CQ ID o 0 a Lu w 0 F---I w w V ) 'Vr ✓1 0 r__� w Lu Cy') SCALE: 1' -1'-0' o 00 oCO CQ TGW 1104 CQ �, X N � a 'SQ O o i 13/6' X 5%2„ E N > pw X X 37/6 Ew E— TGW 3031 Aa Q p p O 9 9 o Q I Q�L� ��Of�� lL�� TGW 1103 Job No. U SCALE 1' -1'-0" 3/411 X 3,/211 09-105 Seal n• 1� PRORLE 4 9 pp9 9 AZM —105 QUARTER ROUND GA51 NCB 51 ZE TO 6E 'PROFLE VERIFIED WITH OWNER Roger P. Janssen 785 1Y,6 X _ AZEK T&O TGW 6014 Drawing No. 4 AZEK CRO-)OWN F"'RIORLE 'D' 7 WOOD oQ�E Q OUAR"TER ROUND ® �G"ORL E U SAL L ® P'n"ORLEV DR/WN CAER"Nu L1HORLE V I SCALE' 1' -1'-0" SCALE. 1' -1'-0' SCALE: 1" -1'-0' 10 SCALE- 1' -1'-0' ° ° ; • "A9.3 SCALE 1 1 0 (C CoPyright 2010 Dailey Janssen Architects, P.A. All rights reserved. o 7q, DRYWALL 0/ 7/8" METAL -- 3/4" STUCCO F►NISH We" DRYWALL 0/ 7/8" METAL3/4" STUCCO FINISH FURRING W/ R-4.1 MIN FOIL FURRING W/ R-4.1 MIN FOIL t17t,INSULATION TYP.- PROVIDE THOROSEAL INSULATION TYP. PROVIDE THOROSEAL w WATERPROOFING ® HEAD, ' WATERPROOFING ® HEAD, CONCRETE LINTEL OR BEAM - ( JAMB, &SILL & 8 AROUND CONCRETE LINTEL OR BEAM - JAMB, & SILL & 8" AROUND u� SEE STRUCTURAL OUTSIDE FACE OF CMU. SEE STRUCTURAL OUTSIDE FACE OF CMU. 3 3,a 2" �W WOOD CASING -REFER ° I STUCCO HEAD WOOD CASING -REFER ° I STUCCO CASING TO FINISH SCHEDULE -SEE ELEVATIONS FOR TO FINISH SCHEDULE ° -SEE ELEVATIONS FOR TV -- ° LOCATIONS a ° LOCATIONS W WOOD BLOCKING ° —) P WOOD BLOCKING �, �� L co ® TRIM LOCATIONS TYP. - ,� ® TRIM LOCATIONS TYP. f WOOD BUCK TO BE FULLY WOOD BUCK TO BE FULLY ° ' ,A h O BEDDED IN SEALANT'' ° d4 / n c �u 2., BEDDED IN SEALANT a �„ 2 WOOD JAMB ! - - I ~V ° Q o STUCCO CASINGWITHEXTENSION n WEXTDENSION I °�' c� SMOOTH FINISH I" PROUD I `� CONTINUOUS DRIP EDGE' CONTINUOUS DRIP EDGE OF STUCCO WALL FINISH -- --_ a --v a vl SILL - SMOOTH STUCCO P.T. 2X WOOD BUCK. FASTEN =� P.T. 2x WOOD BUCK. FASTEN o FINISH - 3/4" PROUD OF W/ 14" X 4" HEX -HEAD --- SEALANT W/ Y4" X 4" HEX -HEAD 0 STUCCO WALL FINISH "TAPCON" FASTENERS C�1 12" "TAP W/ FASTENERS � 12" SEALANT O.C. MIN. I-" EMBEDMENT. 2ro LINE INDICATES STRUCTURE O.C. MIN. I Y2" EMBEDMENT. �N BEYOND LINE INDICATES STRUCTURE m BEYOND LINE OF CASING LINE OF CASING BEYOND �'''' --- IMPACT RESISTANT ALUMINUM BEYOND .. IMPACT RESISTANT ALUMINUM DOOR ASSEMBLY WINDOW ASSEMBLY i i 1/4" MAX. WOOD SHIM - INSTALL PER MANUF. 1/4" MAX. WOOD SHIM -INSTALL PER MANUF. w SPECS AND MIAMI-DADS SPECS AND MIAMI-DADS 13- PRODUCT APPROVAL IN -SWING INSECT SCREEN PRODUCT APPROVAL < o 06 EXTERIOR k`.A0oNG ELEVA` ON 04 DOOR" H- EXDD DDETAL 0, WNDDOW �IEQDD DETA L A-�.� -�.4 CASEMENT SCALE: 3"-1'-0" SCALE: 3"-1'-0" �9_CASEMENT SCALE 3"4-0" 24" LINE OF CASING BEYOND LINE INDICATES STRUCTURE LINE INDICATES STRUCTURE LINE INDICATES STRUCTURE BEYOND BEYOND BEYOND IMPACT RESISTANT ALUMINUM IMPACT RESISTANT ALUMINUM � 5/8" GYPSUM P.T. 2X WOOD BUCK, FASTEN DOOR ASSEMBLY W/ y" X 4" HEX -HEAD -INSTALL PER WINDOW ASSEMBLY � BOARD MANUF. � -INSTALL PER MANUF. "TAPCON" FASTENERS ® 12" 2j" SPECS AND MIAMI-DADE LINE OF CASING SPECS AND MIAMI-DADS O.C. MIN. I-" EMBEDMENT. PRODUCT APPROVAL BEYOND PRODUCT APPROVAL �WASH 0 WOOD CASING FLOOR FINISH TO BE FLUSH �- 16 07. COPPER FLASHING PAN IN -SWING INSECT SCREEN Lu WITH THRESHOLD -SEE FL COPPER LATH EXTEND 14" MAX. WOOD SHIM FINISH SCHEDULE FOR FLASHING 3" UP EACH SIDE / -rz MATERIAL SELECTIONS ° SHIM AS REQUIRED �_ -_ — _._ CONTINUOUS SEALANT P.T. 2x WOOD BUCK. FASTEN SLOPE SILL AND RISER MUDSET 0/ W/ A" X 4" HEX -HEAD ' x I--•-i TYPICAL INT. 16 OZ COPPER LATH AND "TAPCON" FASTENERS C� 12" -V ° ° WOOD DOOR PAN (TURN UP 3" ® EACH O.C. MIN. 1-4" EMBEDMENT. o ° FRAME. ° n 4 ° END AND DOWN 3") TYPICAL INT. ° a �� FULLY BED WOOD BUCK IN ° a� °n ' DOOR, FACE OF ° ^ N SEALANT � o DOOR TO BE x °° ° % '"'?- WOOD CASING -REFER FLUSH W/ FRAME x ° x ° ° �i TO FINISH SCHEDULE 2^ STUCCO ECCO SILL ELEVATIONS FOR (TYP.) k 11° LOCATIONS n WOOD BLOCKING ' F� U TRIM LOCATIONS TYP. SEALANT VAPOR BARRIER ° n n n A ° %8" DRYWALL 0/ 7/8" METAL PROVIDE THOROSEAL �° x x x FURRING W/ R-4.1 MIN FOIL NT. DOOR FEAD - W(T}i CASNQ \ ° n n INSULATION TYP. WATERPROOFING @ HEAD, W JAMB, &SILL & 8" AROUND G.C. TO CORP. !Y2" ° �� ° � ° a ^ OUTSIDE FACE OF CMU. � DEPRESSION IN CONC. SLAB ° ° CONCRETE SILL - SEE ® DOORS FOR FLUSH SILL & �, ° ° STRUCTURAL 3/4" STUCCO FINISH z WOOD CASING IN FINISH FLOOR -CORP W/ SOME LOCATIONS MANUFACTURER — m - SEE FLOOR Lu PLAN AND -REFER TO STRUCT. INTERIOR DWGS FOR CONC. ELEVATIONS SLAB & FOUNDATION TYPICAL INT. Ln WOOD BOND. 0,5 DOOR SLL DETL � � 02 �oo�DO �oLL DE�QOL ®� Lu — TYPICAL INT. A-9.4 SCALE: 3" l'- 0" A-3,4 ►- POOR, "" " CASEMENT SCALE: 3"-1'-0" FINISH FLOOR MATERIAL ON SMOOTH STUCCO CASING GROUT BED OPERABLE HINGE - PROVIDE EDGE OF STUCCO SILL BEYOND SSHUTTEQ HUTTERS DOGS AT ALL CONCRETE SLAB PROVIDE THOROSEAL WATERPROOFING ® HEAD, NT. DOOR 3L L - JAMB, &SILL & 8" AROUND SMOOTH STUCCO HEAD, CASING OUTSIDE FACE OF CMU. AND SILL CONTINUOUS SEALANT o - - OPERABLE HINGES — 2 PER IMPACT RESISTANT ALUMINUM o m SOUND ATTENUATIONi ( ) --� �- BAIT INSULATION AT SHUTTER UNDER 50"H 3 ER SOME LOCATIONS - / SEE FLOOR PLAN 5/8" GYPSUM BOARD TYPICAL WOOD CASING SHIM AS REQUIRED TYPICAL INT. WOOD DOOR FRAME. TYPICAL INT. DOOR, () P UM COLONIAL SHUTTERS WINDOW ASSEMBLY CQ Cq ESP ALUMINUM SHUTTER OVER 50"H AS INDICATED ON ELEV. - I - INSTALL PER MANUF. � o FASTEN PER MANUF. SPECS SPECS AND MIAMI-DADE of ALUMINUM FIXED LOUVER SHUTTER o ° ° a �, 1-�„ F - ESP FINISH, COLOR TO � �t • PRODUCT APPROVAL LINE INDICATES STRUCTURE � APPROVED BY ARCHITECT AND ®p w OWNER — o BEYOND SHUTTER DOG - STYLE TO BE FILLED CELL ® EACH SELECTED BY OWNER SIDE OF DOOR OPENINGS TYP. -SEE STRUCTURAL Job No. 5/8' DRYWALL 0/ 7/8" METAL 09-105 FURRING W/ R-4.1 MIN FOIL -. _ ------ __� INSULATION TYP. 1/4" MAX. WOOD SHIM Seal WOOD CASING -REFER TO FINISH SCHEDULE P.T. 2x WOOD BUCK. FASTEN M. DOOR JAMB - WfTH CASNQ WOOD BLOCKING "TAPCON" FASTENERS ® 12" ® TRIM LOCATIONS TYP. O.C. MIN. 1-�" EMBEDMENT. (� Z • 1"1 11 WOOD JAMB Roger P. Janssen EXTENSION WOOD BUCK TO BE FULLY AR-14785 BEDDED IN SEALANT �•- Drawing No. 07 0NTERoOR` DOOR DETAL� m WNDOW ELEVATDN 03 WNDOW JAMBOD CASEMENT SCALE 304-0" A-9.4 CAMENT SCALE 3"-1'-0" A - 9.4 CASEMENT SCALE 3"-1'- p• QC CoPYrght 2010 Dailey Janssen Architects, P.A. All rights reserved. NINE 3/4" STUCCO FINISH co FASTENER @ 7 12 O.C. MAX. VERIFY 1 WITH MANE. -- - - --- - - - - to 20 OZ COPPER 12 uj REGLET FLASHING CHIMNEY POT WITH j APPROVED UNDERLAYMENT SPARK ARRESTOR ANDCAP `.,./i PREFINISHED HEADWALL /"� w J i— ro FLASHING BY METAL METALBESTOS FLU STANDING SEAM METAL CDX PLYWOOD SHEATHING 4 h' ``' ROOFING MANF. ROOF OVER RUBBERIZED OVER PRE-ENGINEERED MODIFIED J-CHANNEL, FILL 20 OZ COPPER CAP ROOFING MEMBRANE WOOD TRUSSES @ 24" 12 o 2-_s.. O.C. - SEE STRUCTURAL � —,4' HEM OF FLASHING FLASHING 0/ ALUMINUM DRIP FLASHING � t rn AND SPACE BETWEEN WATERPROOFING r; TO MATCH ROOF PANELS O� o J-CHANNEL & PANEL SEAM - MASTIC - SOLDER ALL OVER AZEK NAILER td w/ URETHANE SEALANT JOINTS -- Z - _-- 1 -� _- -_ �" GUTTER WITH OGEE HITE ALUMINUM STANDING SEAM METAL PROFILE �, FOAM SPRAY ROOF OVER RUBBERIZED -- o U ROOFING MEMBRANE - INSULATION - W �-' R-20 MIN. j ) r. -OL +34'-8" TOP OF BEAM V1 0 TOP OF CHIMNEY = �' f.d i STUCCO BAND TO SPRINGPOINT 3/4" COX PLYWOOD 2x 10 PAINTED i SHEATHING 0/2x WOOD WOOD FASCIA APPROPRIATE FASTENER PER ROOFING MANFRAMING @ 12" O.C. WHITE 8 CELLULAR E. 4x164Z COPPER BASE & PVC OUTLOOKERS ® �L1j(� ��Q n (U� (�Q COUNTER FLASHING @ 24" O.C. 4" 6 u E %Q� D V V AL FL A rr` fl `% 3 �(LJj�(� �(t\ Q(��f j�O j( ALL ROOF TO WALL w l� U G=� I(-jJ Il V � � \J E u U U CONDITIONS. CONC. STUCCO OVER HI -RIBBED TILED CRICKET PAPER BACKED METAL 3'-0" 6" ' 1'—O" A-74 SECTION A-1 1-1/2 EXTERIOR ®1'-®" LATH OVER 3/4" 5/8" GYPSUM BOARD OVER EXTERIOR GRADE 7/8" METAL HAT FURRING @ PLYWOOD SHEATING 16" O.C. CONCRETE TIE BEAM CONTINUOUS BEAD OF AP / BOND BEAM - SEE PROVIDE APPROVED SEALANT OR URETHANE ' STRUCTURAL FIREBLOCKING AT ALL WALL SEALANT - � '�� /CEILING /FLOOR CAVITY 8" REINFORCED INTERSECTIONS AND IOFT O.C. ' ✓ CONCRETE MASONRY MAX VERTICAL SPACING FASTENER @ 12" O.C. MAX � �X� �� v - VERIFY WITH MANE. 3/4" STUCCO FINISH EIFS OR OTHER WALL 24 OZ COPPER PANEL SYSTEM CHIMNEY POT WITH Lu APPROVED UNDERLAYMENT SPARK ARRESTOR AND CAP SIDE WALL FLASHING BBO HOOD VENT I� IN. 1/4" (6.4 mm) DIA. BEAD OF BUTYL SEALANT 20 OZ COPPER CAP I---i FLASHING 0/ TY'- MODIFIED J-CHANNEL WATERPROOFING ®1 u UAL 3FT EAVE DETAL MASTIC SOLDER ALL FILL WITH URETHANE JOINTS SEALANT 74„ 1q„ 141 7j° 3 FOOT OVERHANG SCALE: 11/2'-1'-0" I-7 APPROPRIATE FASTENER -_ -- ��• PER ROOFING MANE. I--i SINGLE PITCH AND INSULATION � AT AIR-CONDITIONED 7 + 16'-1 1 " _ _ _ LOCATIONS - SEE ROOF PLAN TOP OF BEAM FOR SINGLE PITCH LOCATIONS 12 I CDX PLYWOOD SHEATHING j = ui STANDING SEAM METAL OVER PRE-ENGINEERED ROOF OVER RUBBERIZED WOOD TRUSSES @ 24" ( ROOFING MEMBRANE O.C. - SEE STRUCTURAL 4 %�� , �� 12 r , ALUMINUM DRIP FLASHING I TO MATCH ROOF PANELS STUCCO BAND r ,i LO OVER AZEK NAILER . 5" WHITE d �� . 7 ��DEWALL� FLA""'N" V; U�M EYP ALUMINUM GUTTER I'� ��cc WITH OGEE � -� ®�` � �' „ PROFILE SECTION C-1 1-1/2" -1'-0" s , SMOOTH STUCCO 0/ CONCRETE BEAM Q SMOOTH STUCCO CAPTIAL ---- -------'r----- - --�-- — - - --- - - - - TOP OF BEAM - - --- 14" _ 2x 14 PAINTED AZEK ' FASCIA OVER 2x -41 a j SUB-FASCIAS2f _ M $ � WHITE 48 CELLULAR - - 2'-O� -r PVC OUTLOOKERS @ 4" TO SPRINGPOINT p m INDICATES LINE OF STRUCTURE 24" O.C. 2'-0" - co 0 STUCCO OVER HI -RIBBED A 5/8" GYPSUM BOARD OVER o I PAPER BACKED METAL 3/4" STUCCO FINISH _ 7/8" METAL HAT FURRING @ E. LATH OVER 3/4" 16 O.C. W EXTERIOR GRADE CONCRETE TIE BEAM 1/2" STUCCO FINISH AT q 04 PLYWOOD SHEATING / BOND BEAM - SEE GARAGE AND EXTERIOR '� STRUCTURAL LOCATIONS. AIR CONDITIONED a; 8" REINFORCED SPACE SHALL RECEIVE A CONCRETE MASONRY TYPICAL INTERIOR FINISHES AND INSULATION INDICATES LINE OF STRUCTURE Job No. j SMOOTH STUCCO CAPTIAL 09-105 I Seal I I � PATIO FLOOR FINISH -SLOPE oZ..'n ' N ye" PER FOOT - SEE FINISH Roger P. Janssen SCHEDULE AND FLOOR PATTERN AR-14785 a PLAN FOR MATERIALS VA Drawing No. s CDOLU vMN k/`,; Ir_1TQL ANDD EE03))AE-SE DETAL 02 TY'F_'K/-D_"AL 2F`l� 1EAVE DETA�L A-9.6 SECTION 2—A 3" -1'-0" 3 FOOT OVERHANG SCALE. 11/2'-1'—p" A-9.5 O CQPYright 2010 Dailey Janssen Architects, P.A. All rights reserved. 1.5"X1.5" VERTIGAL ALUMINUM I NTERMED I ATE 1`05T ----� N 1"Xl" VERTIGAL ALUMINUM PICKET z„ 24") 64 x r-IN IFT R x N 7, _ 74. x i M �XT GUARDF'�AI� ��V �XT GUAf�DF�AI� �(��V 1.5"X2.5" ALUMINUM TOP RAIL 3"XT ALUMINUM P05T W/ DECORATIVE P05T GAP / 1.5"X2.5" 5EGONDAKY ALUMINUM TOP RAIL 1.5"XI.5" VERTIGAL ALUM I NUM INTERMEDIATE 1`05T i"Xi" DIAGONAL ALUMINUM MEM6EK5 3/4"X3/4" DIAGONAL ALUMINUM PIGKET5 1.5"X2.5" 5EGONDAKY ALUMINUM BOTTOM RAIL 1.5"X2.5" ALUM I NUM BOTTOM RAIL 1.5"X2.5" ALUMINUM TOP RAIL 3"XT ALUMINUM P05T W/ DECORATIVE P05T GAP 1.5"X2.5" 5ECONDARY ALUMINUM TOP RAIL 1.5"X1.5" VERTICAL ALUMINUM INTERMEDIATE P05T 3/4"X3/4" VERTIGAL ALUMINUM PIGKET5 1.5"X2.5" 5EGONDAKY ALUMINUM BOTTOM RAIL 1.5"X2.5" ALUMINUM 60TTOM RAIL i N 1.5"X2.5" ALUMINUM TOP RAIL 1.5"X2.5" 5EGONDAKY ALUMINUM TOP RAIL 1.5"X1.5" VERTICAL ALUMINUM P05T 1"Xi" DIAGONAL ALUMINUM MEM15EK5 3/4"X3/4" DIAGONAL ALUMINUM PIGKET5 1.5"X2.5" 5EC,ONDAKY ALUMINUM BOTTOM RAIL 1,5"X2.5" ALUMINUM BOTTOM RAIL ®2 EXT QUAhDRDAL ELEV A-5.1 SCALES 3/4"-1'-0' N i M ,ro-,--\,EAvT u"WA�DF-I)AL ELEV 04 EXT QUARDRAL ALL V A-5.9 SCALE: 3/4'-1'-0' EXT GUAF'3DRIL AELEV 1.5"X2.5" ALUMINUM TOP RAIL 1.5"X2.5" 5EGONDAKY ALUMINUM TOP RAIL 1.5"X1.5" VERTIGAL ALUMINUM P05T I"XI" DIAGONAL ALUMINUM MEM15EK5 3/4"X3/4" DIAGONAL ALUMINUM PIGKET5 1.5"X2.5" 5EGONDAKY ALUMINUM BOTTOM RAIL 1.5"X2.5" ALUM I NUM BOTTOM RAIL 1.5"X2.5" ALUMINUM TOP RAIL 3"XT ALUMINUM P05T W/ DECORATIVE P05T GAP 1.5"X2.5" 5EGONDAKY ALUMINUM TOP RAIL 1.5"X1.5" VERTICAL ALUMINUM INTERMEDIATE P05T 3/4"X3/4" VEKT I GAL ALUMINUM PIGKET5 1.5"X2.5" 5EGONDAKY ALUMINUM BOTTOM RAIL 1.5"X2.5" ALUMINUM BOTTOM RAIL 1.5"X2.5" ALUMINUM TOP RAIL 3" XT ALUMINUM P05T W/ DECORATIVE P05T GAP 1.5"X2.5" 5EGONDAKY ALUMINUM TOP RAIL 1.5"X1.5" VERTIGAL ALUMINUM INTERMEDIATE P05T 3/4"X3/4" VERTIGAL ALUMINUM PIGKET5 1.5"X2.5" 5EGONDAKY ALUMINUM BOTTOM RAIL 1.5"X2,5" ALUMINUM BOTTOM RAIL I-- i II (J I_l_. ll-_ (rr 0 0u Lu CL_ II re 1! om �Q o0 .o o I E. a i w Qa M Q) Aa Job No. 09-105 �. Seal 1 0Z.1r),II -r P. Janssen O CoPY11ght 2010 Dailey Janssen Architects, P.A. All rights reserved. Drawing No. *NOTE* MA50NKY OrENIN&5 ARE DIMEN51ONED TO GENTERLINE5 ON ARCHITECTURAL FLAN5, 6.C. TO COORDINATE MA50NKY OFENIN6, 51ZE5 WITH WINDOW AND DOOR SUPPLIERS G.G. TO REVIEW 50IL5 INVF` ONGKIETE 51-615 HEIGHT NOTE, GENERAL- GONTKAGTOK TO GOOKC)INATE FINAL DEPTH AND HEIGHT OF GONGKETE 5LAE55 WITH OWNER 5ELECTED FLOOR FIN15H MATERIAL5 #ALL 5LAD ELEVATIONS SHOWN ARE MEASURED FROM INTERIOR FIN15HED FLOOR. F 8" REINFORCED MA5ONKY WALL -FILLED _UEEL5_WT_45_V T5T__LEVfU_AND _ #5 0 2ND LEVEL VERT. 0 46" O.G. MAX., (3) 0 CORNERS, AND 0 ALL OfFNIN65 ITYfIGA 4 AND A5 SHOWN. -9 (77AU(:%E LADDER TYPE (7ALV, HORIZONTAL TERMITE TREATMENT REQUIRED 3'-4" REINFORCEMENT EVERY OTHER GOUK5E ------- ---------------------- -REFER TO V4" FLOOR PLAN FOR ALL 31 '-9j"" 10, 2 17'-0* 10'-10" 1 _1 - I— __ WINDOW AND DOOR LOCATION5 13'-4" cci c 1 - - - - - - - - - - - - - - - - - - - - - - - - - - _________---------------- 1- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - ----------- ----------------------- ----------- ----------------------- ------------ -F=9, E3 �Ep� j _ JE91111 111111JE311 111111111111015 111101 1 Em -- - - - - - - - - - - ------- - - - - - - - - - - - - - 14 11 i El F-1 T F-9 - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -- - --- I N F-16 F- 17,-,, 1 - - - - - - - - - - - - - - Al 5G -2 - - - - - - - - - 'X4"XV," CC2 -6 L - - -------- I - LAS -I&- J 2 T.5. COLUMN 10 2'-0' 5'- J -41 t9p 41 L- - - A - - - - - - - L ----------- i F_ - A--- - - --- __L - -4 5c, -2 �_c 5_1 j -I 14X41 1 1 1 I r F-2 3-0., F I A ci 7 F-5 �.�'T.5. COLUMN '0 5LOfE 1/6" PER FOOT I I I I I 1111m 000111111111 llmjj��Ep 0 1 LL 4" IEB 2 F_ __ - -5,_ -I, __ - -1 1 ; 1 4" a'-4 11 - I -C ELEV. PIT W/ 0 F_ 41 5'-4" S( MONOLITHI(, POUR DOWN r— — — — — — — — — - f— — - — - — - — - — - — ---- 4-- - + I Em I PAD FOOTIN& FOR COLUMNS �4 411 It to -2 14 io ELEVATOR PIT 'co El I - - -------41 NOE I I q I/ 5G 3 1 91� CCC 2) T11,11 71 l'I'l SS( 6" 8'-3" (0 1 1 P.I.P. 14" 6 F �t 14" LO STAIR -- SEE- T.5, GOIXON T STAIR L - - - - cl U- CONCRETE L ENLARGEMENTS (cc E3 5-10 1 1 I -A" SC-2 c' 5(1-2CC2 L - - - - - - - - La F-8 r) (4- % -- - ---------I 1 1 �7'8. 1_ _ El r - ® - - - - - - - - - - - I r.5. COLUMN 12'-0" 12 - I v 12'-0" 44" C' F- 1 T'.11 - - - - - - - - - - - - - - - - - - - - - - - 1 S-0. 3.-0. ci 2) co F 1 1 F-2 11 r4 J 7- r - - - - - - - - 9 n . I N Hil cc --- -------- E3 Ica L T_ F-11 — I i� , U01 r7 E3 E3 - - - - - - - - - - - - - - - - 4_ co 2, SC-3 CC7 E-7 5 CC3 S-9 - - - - F-14 SC-3 _j cq cc 1 C5 +1 i I S-9 F-11 1I I I I I 2,�_ I 1 j( `� i - .1 1i ®-I II�I;:Ia ®....; :Ir +�I>! I I , 1 I j a a �, , �, , j IF-3 I i F-12 - - - - - - - - - - -_ I C'� — - - - - - - - - - - - - - - - - - CC8 U- IF= m __j----- 00 'co I � � 7�_ 8'-4" V-4" 4" MIN. CONC SLABON CRAPE J .6 WIC RATIO ... .... W/3000 PSI I I/T 5LAI5 KE( E55/ LOPE 1/8" PER FOOT CCC 4 W/ WWF 6X6 WI.4XWI.4 OVER ci 6 NIL VAPOR BARRIER OVER OPENINGS 140 TYf+ 0 ALL DOOR 23 ci 4� 'm 10 TERMITE TREATED COMPACTED - - - - - - - - - - - (-)0'-6* I I (I1 501L, SEE COMPACTION NOTES. \f TOP O� 51 AB '00 1411 4,1 0'-2- M OL H01-6. C14 '411 I -r TOP OF SLAB CCC 4 41 co to 00I 1 1c- I CC8 L' -z5l F- 151 1 IN 15'-B" 5'-5- 81, 19L" Ic C' A 17'— 1 " V) i no co CC7 41, 0 L - - - - - - - Ul Ln - - - - - - - - - - - - - - - - - - - - - 3 r J_ r Miii!j 111311111111[1010 k\AMN I T71 1111IMP111 111 111111 111:31iii H 1 11111 H111011i I HIM M 11mm I L, VI L -------- F-2 F-2 -N 12'—(3" �74: ti-- — ' — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — j r — — — — — — — — — — I r — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L 17 F- 12 F F8 f I i log PROVIDE 1/2" EXP. JOINT i F 03.1— CC2 E3 AT ALL BEARING WALL F----,F 2 - - - - - - - - - AND COLUMN LOCATIONS —TT--C4 —77-7- 5LOPE 1/6" PER FOOT L -- - - - - - -- - - - - - - - - - - - - u— LO 4, --J PER FOOT 1411 1 u I j 411 1 1 II 40 1411 1 14111 0' 6 *LTOPL;RF -SLABI in L LL_ E3 N N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-13 F-14 F-1 7 F-1 I - - -- - - - - - - - - --- - - 21 IE311 !11111 IN 1111101 11H11111111 1111 IR 1311111 11MIE3 'I F---------- L ---------------------------------------- — 4 I I W--------------- F- '-E --� PROVIPC- CONCRETE PAD --- -- -- -- - ------ F90TINO POR SPIRAL 4" DRAIN HOLES (TYfl(,AL- STAIR,-VeRIFY-- AT ALL PLANTERS) REQUIREMENTS WITH --------- STAIR NANUPACTUREP, F D B Flarfid Foundaton 'P�[Ian LICENSE NO. FE32552 SCALE 1/4' -1'-Ow CONSUL TRI ENGINEER 324 %KSET ROAD UJR6T PALM MACH, FLORIDA 33401 (561*66-5554 FAX:(561)&W-6546 I -E-MAIL- AAW4RS1UL0*A0Lr_-0t1 7 1 0 0 Lu D Lu 0 Z: Lu ill U) uj Lo 0 GL "t '(u) m IL rr CO ,E 01 4 1 0 00 CQ of cr) CQ CD E- EUl - W yj 4-) 0 Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. S-1 3'-4" 1— — - — — Ir -- - - - - - - I I I I I I I 6" MIN, CONIC SLAB ON GRADE W/3000 PSI - .6 W/C RATIO W/ WWF 6X6 W1.4XW1.4 COMPACTED SOIL, SEE COMPACTION NOTES. I TE-2 I I---------> WI N I II ~I I II ITO 1 0 o3`izB I I I I I I I I I II I L_______________ E--- IJI TE-2 ---------�._i�0-11�/2- - --------------------- I I I I I I I I I I I-----------------� - -------------_._..------.------- --- -I� II r---------- - 707 o'-i0 -- - ----------------- ----o'-ion--- --1EU -----___ ___----- F-18 o o CC9 ( I �J, ( I ( I I I SLOPE 5LOPE I I I I I I I I I IIII�III 00� III I1fII1 I 0<0� -- � �1IjII o 00 F-3 _-_ - _ - I _ I 4 o L I Gi EJ I o I ry � 41 41I o - ----- I------------� I I_j r I I EJ GJUM1111110 GJ -------- ----- -------- --------- ------------- - ----- -------------------------- j o x _ iI o 2,3 —_� C1 C1 C1 C1 2,3 C1 I I ______.__________________ ______ _ _,,4 __�------------- -I I , -------------- - ------------ - - -- -- -- -- I I�.________________________ _________ _�__ �______________ _ -- I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___---' I I I -I tt I +I- I+ - -I t-f• - - tt -- -t t- - --{ ' - l I ---------- ----- L__i1 SL L — — — ------------------ 1A *NOTE* MA50NKY QPF-NING5 ARE DIMEN51ONED TO GENTERLINE5 ON ARCHITECTURAL PLAN5. G.G. TO GOORDINATE MA50NKY OPENING 517E5 WITH WINDOW AND DOOR 5UPPLIER5 —] I *NOTE* G.G. TO REVIEW 501L5 INVE5TIGATION 8" REINFORCED MA50NKY WALL -FILLED GELL5 W/ 45 @ 15T LEVEL AND # 5 P 2ND LEVEL VERT, 0 46" O.G. MAX., 1 1 I f I 1 1 F-19 F-19 F-19 F-19 F--19 F-19 9'-3" 1 6'-0" 0" 6'-0. 6'-0, 9'-3" 7" ' I --- 7" 48' 6" I-------------------------- ----------------------------� I 8"x8" ALUMINUM POST I / ' \ I I I I I -- - - I - - - - -i-- I 1 1 I I I I I � - - - - --I-- I I I (3) @1 GORNER5, AND @1 ALL OPENING5 (TYPICAL) �1 6"6" 8'-3" AND A$ SHOWN. - - - - -� -- - - -1 GAUGE LADDER TYPE GALV. HORIZONTAL ( Cl i REINFORGEMENT EVERY OTHER GOUR5E -REFER TO Y4" FLOOR PLAN FOR ALL WINDOW AND D OR LOGAT ION5 1, 2 —= — — I 1 1 -- ---- -------------- - - --------------- ------ --0-7 2,1 —� C1 C1 DC ------- C1 C1 00 I 4 0 II I - -- --- --- - - — - - - — — I CC 1 F-8 r ----. - .. ®.,tom-,,...---_--_---_- .... - -..-..--------------------------------i-- - -- ---�- 1" EXPAN510N JOINT - 0'-6"DETWEEN I I - - 6REE SWAY AND -�- --------� TOP of slams-�-------- - -- -�- ---- - - � -i ---- - -- GARAGE 5TRUC.TURE5— L_ C1 I I I —---------------------------,--------- ------ — Pm II I I I I 10'-0" 10'-0" 5°- 0" 5'-0" 10'-0" 0.1 10'-I I I L----------- 1 3A 1 1 _ I i ---- -- - - - - - - - - - - - - - - - - - - - - - - - - I WIN W I ( N Partd Foundat�on Plan H ALE 1/40 R T-0° ,w III �J 1 (. U) W rr L.LJ (0 0 O Y O I Io a� I O I � C CQ 0 0 00 I E H p Z.5 A� Job No. 09-106 Seal Roger P. Janssen AR-14785 Drawing No. S-2 C CoPght 2010 Dailey Janssen Architects, P.A. All rifts, re �rrnnn ni innn iP nq tC AKC I-il EC 10N5 f RE ZE-WA' ON IGURA Pnnr- TOISSFS Q 74" COLUMN BELOW ARCN BELOW 20 FRAMING @ 16" O.C. OVER RAKE BEAM TO FASCIA - CLIP TO JOIST WITH L7O 2 2"X8" LEDGE 10P CHORD) FASTEN.- W/3/4"Xq" EXP. BOLTS @ 16"O.C. STAGGERED — POWDER COATED STEEL s'-o" 33 a" 4'-10i SPIRAL STAIR —LANDING TOY3x'-R" ----- - ---- ----- — - -.._- --------------------------------------------------------J BE ATTACHEDSTRUCTURE PIER -- MANUFACTURER'S 9'-4" PGni IIPFMFII74 9'-0" I 33'-0" i~ r n Tr x in, 0 Copyright 2010 Dailey Janssen Architects, P.A.. All 0 E- I co ra I u� IL a p � F Ld 01 0 co co T. .ef �1 O � m U 0 a3 � U N 0 0 r� ea m i m c� 0 0 f� 0 f� w 0 z w w 0 0 yj co I I co n ,-a I ca i Q� CO 0 O 0 u alw mHm �f HM Yam: -N cd m 01, E09-1.Jlo. 05 Seal Roger P. Janssen AR-14785 O O G N Garage / Breezeway Rod Framong 'Dan J H SCALE 1/4' - T-O' o nn 1-�-, I mm m I M O m U CO m o r i V � � rn o o � W U Z 1..d V1 Q z O N +o 1.4 m O d' i 0 I I L_IJ C ill l_l_I rl} LO 0 Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. © COPY -right 2010 Dailey Janssen Architects, P.A. All rights �e RX4 M. Afl CC W 0 I OL OL- 0 02 10 O C\I 0 '1-4 CO C" 0 (:� 0 CO W E� Aar PU Cd CD Q a! Job No. 1 09-105 1 Seal Roger P. Janssen AR-14785 Drawing No. (D COPYright 2010 Dailey Janssen Architects, P.A. All is res 8" CONC. BLOCK IST FLOOR 8" CONC. BLOCK IST FLOOR WALL REINF. WALL REINF. #5 @ 48" O.C. MAX AND 9 GAUGE LAC7DEK #5 @ 48" O.C. 9 GAUGE LADDER AT ALL CORNERS AND TYPE GALV. - MAX AND AT TYPE GALV. _ OPENINGS HORIZONTAL - ALL CORNERS HORIZONTAL REINF. 0 - 48 BAR PIA. LAP REINF. @1 EVERY AND OPENINGS EVERY OTHER COUK5E - GMU COLUMN OTHER COUR5E - ADV. GRADE AND C� - -WHEKE INDICATED q GAUGE LADDER TYPE 4" GONC.KTE 5LA8 (FG 3,000 P51 AE5V, GRADE AND -- 48 BAR EVERY COUR5E 15ELOW EXPANSION JOINT ON PLAN GALV. HORIZONTAL REINF. W/ .6 WG RATIO W/ WWF bXb �` EVERY COURSE DIA. LAP GRADE @ ENTIRE PERIMETER OF @ EVERY COURSE W1.4XW1.4) OVER 6 MIL VAPOR BELOW GRADE - _ SLAB 15AKKIEK OVER TERMITE TKEATED - 142" EXPANSION GOMPACTED 501L. 5EE #5 @ 24" O.C. JOINT @ ENTIRE #5 @ 24" O.C. - COMPACT ION NOTE5 - PERIMETER OF PILL ALL CELLS = SLAB FILL ALL CELLS BELOW - 8" CONC. BLOCK 0'-0» BELOW TOP OF SLAB 0'-0" TOP OF SLAB 0 -0 " _ -- FILL ALL --- — - - - fin. floor _ _ fin. floor floor 4" CONCKTE 5LA8 (FG 3,000 P51 W/ .6 WG RATIOA - CELLS SOLID - — — — — x — x— x— x— x— x x— x - 2 _ x — �y\�j�%��'��,'�/;�/y, �jA%V�/\/\/ Aye �/` �/ /V//V//V//V/ -- �VV// \, �. \ _ x" '��`�/ VAA VAA a w / / / W/ WWF 6X6 W1.4XW1.4► \ \AiA /\/\ % /� % / % \ i' - " �/% i, / �/ /// //\�� / 0 p OVER 6 MIL VAPOR m - - - \� - //A \ w \ \ - \ \ \ \ \ \ /\ \ \ \`/\` \ \ \ \ \�/ // /� // // // // / / / / / a t3ARRIEK OVER TERMITE I L. o �// ,/ �� i�// / i/ \//%\/�\/�\\/// //% /// /// //%\/ \/// V/\/\ C- SEETKEA COMPACT I ON NOTES cv �// ///` % A/Aye Q //\/// //% - 2'-0„//\�//\/ LNL o 0 „ 0 -0 VA LL- a — ° a 41 e e T.O. SPREAD I FOOTING F. \\� // VVA/ z > \/\/ — — fin. floor _ \\ \; \\ - �, ", o 0 F- n A a " - a a " " 0 \/\/ -' w \ \ \/\/ �' �' / / / , / 0 0 \ o m w a c� o w %\�j%/�i ii m \ \ w a {\\�\\�\\i / \\\ \\ %\\ - _ // _ /\�' / \\//\,/\\ z > om o F _ g i L Q a " e e a 11!b ° - a n.�. _ - °° e " a a b o m w z_ i\\i -)2'-0" x =- x x x e -e e ° t.o. slab e x TRANSFER t3AR5 " • • (1) #4 AT 16" O.G. 0 w .; -2 / C z �%i /\ - . \\\\ �\ / / //\ (1)#5 CONT. T.O. SPREAD FTC. 3'-0" Off` "° o (.ij \// '_ " - 2 8 INDICATES EDGE OF o ; (I)#5 CONT. " N IF -2) MONOLITHIC —°° .e _ t.o. spread ftg ADJACENT SPREAD F4—SECTION ' ' GONG FOOTING W/ C �; ° . ° ` #5 @ 24" O.C. FOOTING BEYOND e #4 @ 24" O.C. F— 8 : AT MASONRY PIER . < : ° #5 FONT. 17+8) " VERTICAL (7) # 5 BOTTOM & 2'-a" " (4)#5 CONT. TOP (6) #5 CROSS #5 @ 24" O.C. #OMCONT. F- 2'-0" #5 @ 24" O.C. 3'-0" (1) #5 CONT. BOT. BOT (F-9) DETo AL (Trr7) 4 (F-4) DETAL TYF'. 1 (]ram-1) D E To A L T) 7 S-7 SCALE 3/4" - T-0" S-7 SCALE 3/4' -1'-0" S-7 SCALE 3/4" =1'-0" - _ 5'-7» t.o. bond beam 8" CONC. BLOCK IST FLOOR WALL REINF. • - 6X6 ALUMINUM P05T - 5EE 9 GAUGE LADDER #5 @ 48" O.C. MAX AND AT ALL CORNERS AND - AKGHITEGTUKAL ELEVAT10N5 TYPE GALV. OPENINGS _ BOND BEAM W/ FOK HEIGHT AND 5PACING HORIZONTAL KEINF. c� - • _ (2) #7 CONT. EVERY OTHER COUK5E 48 BAR PIA. LAP 8" REINFORCED TUBE STEEL COLUMN SEE 10"XIO"X3/4" BASE PLATE Af3V. GRADE AND ca MASONRY WALL W/ SCHEDULE FOR TYPE. W/ (4) 12"X3/4" PIA. EVERY COUK5E E5ELOW y2" EXPANSION JOINT - q GAUGE LADDER J-BOLTS ON 1 1/2" NON GRADE @ ENTIRE PERIMETER OF TYPE GALV. SECONDARY POUR SHRINK GROUT BEP - SLAB - HORIZONTAL REINF. @ EVERY OTHER PAVERS ON SAND 6" X 6" /W 1.4 4" SLAB ON GRADE W/ #5 @ 24" O.C. COURSE - FILLED X W 1.4 WWF THICKENED EDGE AT CELLS W/ (1) #5 FODTER FILL ALL CELLS BELOW o VERT @ 24" O.C. -0 -0 -- - TOP OF SLAB - -- _ 0'-0" a MAX AND EACH END — - — -- — _. finish floor ° I ° a "15 x -- x ° ° x --� - G "/ fin. floor x 0 4" GONGKTE 5LAD IFC - 2'-01 //�+''�!''� ° °� °� f\ �l..�L� -' o // / Qu- /\� 3,000 P51 W/ .6 WG RATIO W/ WWF 6X6 W1AXW1.41 e o �� _ -0'-9" ��[� PAVER DECK ° \ f �/� \\ �- \/\/ OVER b MIL VAPOR 6AKKIEK OVEK TERMITE - z w wo \� \ \Xx 0 ' ;\\ /\/\ co _ o; 0 COD o w VA/VA/VA VVA/ o m , „ SEETKFATEID FOMPAGOTION NOTE501L. c -, Q - 2 -0 � 1 " " a e a A a ° #5 @ 24" O.C. " T.O. SPREAD FTC. 0'-0" ° e ' e fin. floor x e A p N , - 0 -5 • m d :� to. slab --x< —� =x.—x-x, -x° --X F ---- TRANSFER 6AR5 s X CONCRETE FOOTING AND a (1) #4 AT 16" O.G. DELOW GRADE FLUID REINFORCEMENT ER SCHEDULE (3) #5 CONT. 3'-0" o n I APPLIED WATERPROOFING BOTTOM ;< N MONOLITHIC F I LONG FOOTING � I I I 3/4"X16"L ALUMINUM DOWEL F— 2 F-8: AT LOW WALL •° " W/(2) #5 GONT 1T+81 — 24" ON BETE FOOTING W I TH F 115ER 2'-0" I, REINFORCEMENT (F-80') DOTAL 8 (F-19) DETAL (TY"F-1 s STEEL TUBE G�0O��NU 2 F 2) DETA L� `�Yf�o S-7 SCALE 3/4" - T-0" S-7 SCALE 3/4" - T-0" S-7 SCALE 3/4' - T-0" S-7 SCALE 3/4" - T-0" 8" CONC. BLOCK IST FLOOR WALL REINF. TUBE STEEL COLUMN SEE 8" CONC. BLOCK IST FLOOR WALL REINF. #5 @ 48" O.C. MAX AND #5 @ 48" O.C. MAX AND SCHEDULE FOR TYPE. 9 GAUGE LADDER AT ALL CORNERS AND 9 GAUGE LADDER AT ALL CORNERS AND TYPE GALV. OPENINGS TYPE GALV. OPENINGS 4" SLAB ON GRADE HORIZONTAL KE INF. - HORIZONTAL REINF. Q EVERY OTHER GOUK5E 48 BAR PIA. LAP W/ THICKENED EDGE AT FOOTER STEEL TUBE COLUMN EVERY OTHER COURSE 48 BAR PIA. LAP A15V. GRADE AND ca A6V. GRADE AND - EVERY COUK5E P ELOW Y ' EXPAN51ON JOINT NON -SHRINK GROUT SECONDARY POUR EVERY COURSE 6ELOW GRADE - Y2' EXPAN51 ON JOINT GRADE c2 ENTIRE PERIMETER c� ENTIRE PERIMETER OF 5LAE6 6" X 6" /W 1.4 X _ _ - h - 12"X7"X3/4" BASE PLATE OF SLA _ W1.4 WWF W/ (3) 12"X3/4" PIA. #5 @ 24" O.C. #5 @ 24" O.C. e'-o.. I ( J-BOLTS ON I 1/2 NON FILL ALL CELLS _ SHRINK GROUT BED FILL ALL CELLS BELOW TOP OF SLAB 0'-0" 0'_0" BELOW TOP OF SLAB — 0'-0" _ _ fin. floor r _ _� __ fin. floor X fin. floor - - Q w ° �� I I a O JLL / X w ELEVATOR PIT °�/�\ \ o o x z � f " ° " �, " VA/V //V/ N 2 0- V//� ° - / w R 0 0 / e° — — #5 @ IZ" O.C. A�8�V� -\/ / / z > 0 00 w N o ° " i a a ^ e ° T.O. SPREAD FOOTING \\/\\ /\\ ow m - 2'-0„ o\/\ // / a 0 W ° a�i G a " a ° Ip a a `�° @ 12" O.C. T.O. SPREAD FTC. w z ca \/ //\\/ ,a c� a a :t-.�: e a -_ e #5 _ '_ '-� ° _, �- -T- EACH WAY x o \\/\\ 0 m �- - 2'-8"_ �TT.O. BOTTOM a e SPREAD FTG. i i o <e ° F— 5 SECTION W #5 CONT. TOP e (4) #5 CONT. BOTTOM (2) #5 CONT. BOTTOM 2'-0. F— 3 All F _ 1 8 INTERIOR BEARING EXTERIOR WALL (F-IM DETAL (TY'RE-1 6 (F-5) DETAL 3 (F-3") DETAL TYPD. 10 S-7 SCALE 3/4 -1-® " S-7 SCALE 3/4' -1'-0" S-7 SCALE 3/4' -1'-0' GoPYright 2010 Dailey Janssen Architects, P.A. 1 ) re erved. . i �/ I� u l_LI rlj I�1 Ll__1 �l 0 0 CQ I o-4 toN 01 p I to 00 0 0 o I �n E- to �a A� Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. S-7 XTEND 16 5TANDAKD 90 HOOK 13AR FROM FILLED TOP + BOTT. CARS A5 PER 5GHEDULE. EXTEND #6 HOOK #3 STIRRUPS ® 12" O.C. CELL TO TOP OF CEAM. (2) #5 CONT. TOP TOP + COTT. GARS CAR FROM FILLED % HOOKED CAR # 7 A5 PER 5GHEDULE. TYP I GAL TIE 6EAM DELL TO TOP OF (2) #5 CONT. BOT. , '' BEAM 5TEP CEAM. f A$ SHOWN STIRRUP BAK5 AS gk TIE BEAM _ #5 CONT. INTERMEDIATE - PER 5GHEDULE. L. VABAR - TURN RIES RUN PARALLEL BETWEEN ' / TIE BEAM_ _ _ PER 5GHEDULE. STIRRUP BAK5 A5 TOP #5 BARS AT RAKE j { / EL. VARIES TOP CONT. TOP CONT. ACI MIN. LAP INTERMEDIATE BARS — L(i) #5 BAR PRE - GA5T LINTEL (1) #6 BAR WITH REINFORCEMENT PER LINTEL MANUF. a a ° a - _� �__. _ SHOP DW5. EXTEND �77 4. \\ d a S c - / SEE PLAN (M.O.) 7 KEINFORGIN6 MIN. 6" /z/ (1) #6 DAR INTO JAMB CELL ACI MIN. ? BOTT. CONT. LAP - BOTI . CONT. "N/" TYP. G.M.U. FILLED DELL —� 046" O.G MAX. (I)#5 BAR ARCH � j � °--=-1�- _4�I CONDITION - TYP I �'-o" -�" 2 2 1 — TYP. G.M.U. WITH 17fl2" STIRRUP SPACING STIRRUP SPACING S" REINFORCED G.M.U. WALL FILLED DELL. i SEE SCHEDULE SEE SCHEDULE (I)#5 BAR ARCH I I �� / / CONDITION - TYP i _ " L1 " za ALT, 5UB5TITUTE POURED HEADER I / / 7� WITH PRE - GA5T LINTEL + G.M.U. '�" %� j j� j %� INFILL W/ APPROVED 5HOP DW65. I Y. f5-''tl I I I V If-�t 48" o.c. max. PROVIDE (2) G.M.U. NOTE% FILLED CELL-5 BEFORE 5TEP SGHEDULES OR DETAILS MAY INDICATE REINFORCING TO BE LOCATED AND (1) FILLED CELL AFTER 5TEP IN PLACEMENTS DIFFERENT THAN SHOWN ON TYPICAL DETAIL. C�Co�1C;nETE ARCH 4 oEQM STE� D�E�CQ�L 1 ��lTEL @�C�'Q�l� (OPMONAU S-8 SCALE 3/4" -1'-0" S-8 SCALE 1/2" - T-0" S-8 SCALE 1/2" -1'-0" .30 L1 .30 L1 OR L2 .30 L1 OR L2 #3 5TIRRUP5 0 24" D.G. (OR A5 5GHEDULED) U GREATER GREATER OL VARIES ACI MIN. t.o. tie beam n LAP o = 5GHEDULED TIE s 6EAM BARS a , CONTINUOU5 a.° CONTRACTOR TO COORDINATE CONTRACTOR TO GOOKDINATE CONTINUOU5 GOUK5E5 OF MASONRY WALL GONTINUOU5 COUK5E5 OF MASONRY WALL (2) #5 "1" BAK5 d PKOVIDE GONG. GAP PROVIDE GONG. GAP 12" O.G. MAX. 6" MIN. POURED 50LID W/ H-BLOCK POURED SOLID W/ H-BLOCK WHERE GOUK5E DOE5 NOT WHERE GOUK5E DOE5 NOT MATCH PROPOU5E TOP OF BEAM MATCH PROP05ED TOP OF 6EAM "L1 " 12" see struc plan see schedule J, VARIES - for top of beam _ top of beam t.o. opening V4 NON CONT. END CONTINUOUS END W/ 15O#D BEAM 16" BOND BEAM (21 #5 / W/121 #i REINFORCED BOTTOM 6AK5 MASONRY w WALL W/ HOKIZ. T%rF. 5OL11D 5LA5 IN . DIA� CAVITY GAPS _ _ OTHEKEINF EVERY EXCEPT AT 8" WIDE PKE-CAST o OTHER COURSE FILLED ( ELL5 U-LINTEL OK NOTE: W/)E#5 LINTEL . M.O. PLANS MAY INDICATE MAIN REINFORCING TO BE LOGATED AT MID -SLAB ' / EXTEND 6AR FROM OR OTHER 5LA13 BAR PLACEMENTS OTHER THAN SHOWN. - - FILLED DELL ABOVE SHALL BE TYPICAL, U.N.O. =Vk TO TOP OF BEAM. TYPICAL BOND BEAM TYPICAL LINTEL E / EXTEND SILL INTO B A " % FILLED CELLS (1) #5 MIN. INTO JAMB CELLS NOTE : G.C. TO COORD. ALL MASONRY OPENINGS WITH DOOR ,// AND WINDOW MANUFACTURER 7 FLOOn OL M! AND :LAM DETALE3 � BOND :�Q�1 0 SIN k=; UNTEL DETAL 2 NO 'D ��D �1L QD�� o[�Q� DETAL S-8 SCALE 3/4" - T-O" S-g SCALE 3/4' -1'-0" S-8 SCALE 1/2" - T-0" TOP + BOTT. 13AK5 A5 PER 5GHEDULE. 'Co $. 4.. STIRRUP BARS AS PER 5GHEDULE. _ TIE _BEAM_ I EL. VARIES I _J EXTEND #6 HOOK 4"H POURED TYPICAL 8"H CAR FROM FILLED GF 5E_ ULM T.5. COLUMN GONG. 51LL CELL TO TOP OF 4" X 12' X 3/4" TOP PLATE 16" H. MIN.) (1) HOOKED #5 POURED GONG. 51LL It CEAM. TOP PLATE 15AK5 TO FILLED GELL EA. 51DE Ill HOOKED #5 BAK5 TO FILLED 0 GELL EA. 51DE 8" POUREO GONG. � 2ND FLOOR- 5EE 511T. 5-3 FOR KEW # 6 BAR CAVITY CAP5 A CAVITY GAPS OPTIONAL SILL TYPICAL SILL WARG.M,U. IEINFORGEO c HATCH INDIGATE5 CELL FILLED 50L I D WITH MORTAR. V X6" NEL50N 5TUD5 a IT O.G, U ( 5TIC5 KEQ'D EA. 5PAN MCM20 WEI.-OM TO TOP PLATE IT X e X 3/4' TOP PLATE 5GFEDULED T.5. GOLUMN -- — 5E(,T I ON dOgg lu W 8 MTL. CHANNEL / �O�l(�o FLOOR DETML 6 0�L�LL DETAL 3 FLLED' C�L�LLI► DETAL S-g SCALE 1-1/," -1,-0" S-8 �cCALE 3/4" -1'-®" S-8 SCALE 1/2" =1'-0"EL ` I O COPS right 2010 Dailey Janssen Architects, P.A. Al rig s reed. 1 III L1 I-- Ll.l (I) 11_l il•1 I.1J f) `.J - -I i 0 CQ CO -1-4 '.; I C. O of H Curia W cd w A G� Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. • PAINTABLE COMPOSITE TUSCAN COLUMN FORM — REFER TO MANUFACTURER REQUIREMENTS FOR FILLING WITH GROUT — FORM 8x8 8" COMPOSITE COLUMN STEEL COLUMN — SC-5 STO PLOWABLE GROUT SQUARE COLUMN SECTION PROVIDE TOP PLA - STO FL GROUT -COAT S OF STL. STO PO PREP AC n n n CONC. BEAM — SEE SCHEDULE 5 n d HOLE IN O TE OWABLE URFACE 0 COL. W/ WER I" PIA. HOLES 91' O.C. STAGGER ADJACENT SIDES 0 H71=1 a POURED CONC. SILL PAINTABLE COMPOSITE TUSCAN COLUMN FORM STEEL COLUMN — SC-5 ROUND COLUMN SECTION a n4 ° c (� LI 4 'ROVIDE HOLE COP PLATE — COAT SURFACE OF STL. COL. W/ COLD GALV JC B C0Mf�0SIT� 11141MLTAINIJD21 THIS i SC-1 SC-2 lo" 1'-0" 1 7" 1�" 11 1j2j" 3" N O 0 L! J L' _JJ � J 0 0 0 3/4" PLATE W1141 3/4' DI& X 5' 3j" 3 " NELSON STUDS 4" X 4" X V2' 4"X4'XV2" T.5. COL. T.S. COLUtM 10" 1 -0. ALIGN O— — L C 0 � r 3/4" IMED PLATE 12'X7'X3/4" [WE PLATE W/131 3/4" DIA. X 6" W/ 41 [2'X3/4" DIA. NELSON 5TUD5 J-DOLT5 ON I V2" NON 5WIW GROUT 0E0 SC-3 SC-4 10" 10" 1 11.7„ 12 1� I " — - M ,FF _ _ _� M ALIGN F-F--j] ALIGN nj 3/4" PLATE WA21 3/4" PLATE WAZ 3/4" PIA. X 6" 3/4' 01A, X 6" NEL50N 5TU05 NELSON 5TU05 3" X 3" X VY 3" X 5' X V2" T.5. CAL. T.5. COL.. 10" 10" 11. 7" 1 1 7.. 14" O O _ -O O O O 0 O F O O ticv tiN 1 �4 3/4" IMU D PLATE 1 /4 3/4" MM PLATE WA41 3/4' DIA. X W/W 3/4" DIA. X 4' NELSON STU05 4" NEL5CNI STU05 SC-5 3" X 3" X 1/4" T.S. COL. 1o" 7 1., 7„ O O PROVIDE HOLE IN TOP PLATE I" HOLES q" O.C. — STAGGERED 5C-5 TO BE USED ENCASED IN GROUT SEE DETAIL 8/5—q TOP & BASE PLATE � TNIS:L C L N ET LS 12 4 3/4" PLYWOOD SHEATHING TYPICAL POURED TIE BEAM AT FLOOR LEVEL — POUR DOWN AS REQUIRED AT LEDGER LOCATION +12'-4" top of 2nd floor slab roof tie beam ��-- (2) 2x12 WOOD LEDGER — ATTACH TO 3/4"xq" ® 16" O.C. TRUS5 SEAT AND ANCHOR SEE ANCHOR SCHEDULE - PLYWOOD SHEATHING AT BOTTOM CHORD OF ATTIC TRUSSES FOR AHU ACCESS — SEE FRAMING PLAN FOR LOCATION + 10, —0" top of 1st floor roof tie beam F�©OF 000MIIG DD QTAiM j (2) 2x 12 WOOD LEDGER ATTACH TO 3/4"xq" 4 16" O.C. 3/4" COX PLYWOOD SHEATHING RAFTER HANGER WITH SLOPED SEAT AND HURRICANE STRAP — SEE ANCHOR SCHEDULE + 12'-4" 2nd floor slab FILL CELLS SOLID FOR LEDGEP ATTACHMENT CONCRETE TIE BEAT — SEE SCHEDULE RAFTER ANCHOR — SEE SCHEDULE 3/4" CDX PLYWOOD SHEATHING 2x8 RAFTERS @ 16" O.C. 200 AZEK FASCIA +10'-4" top of beam CONCRETE BEAM — SEE SCHEDULE F3000I�AMI�I� �TAI� RECESS AT DOOR THRESHOLD #4 @ 12" O.C. TEMP. #4 @ 12" O.C. TOP — CONTINUE 6" INTO MAIN SLAB N �V SCOPE_ ° s a #6G12"J a O.C. BOT. #4 ® 12" TEMP. (2) #5 T,B & INTERMEDIATE - WITH #3 STIRRUPS ® 16" O.C. 5'-0" " E NIVNMal SSA: D�TAI� VA +12'-4" — to p of 2nd finish fl _ +12'-4' top of 2nd fl slab • Z 00 I 3/4"0" ALL 1-1/2" RECESS (6) #7 T&B THREAD AT DOOR #4 TOP HOOK EPDXY SET THRESHOLD ® 12" O.C. +12'-4" top of IV 2nd finish fl s" co +12'-4" PE top of --- 2nd fl slabAl a • a c c 3 -0" V #4 @ 12" TEMP. #4 @ 12" TEMP. #4 ® 12" #4 © 12" O.C. BOT. O.C. BOT. WNAT :CAM [00=30ENTHna'06 M 4D 12 2'-0" SPRINGPOINT 12 `J 4 2'-104" OVERHANG 3/4" COX PLYWOOD SHEATHING 2x6 WOOD SUB —FASCIA 2x8 AZEK FASCIA VARIES see plan `— PRE—ENGINEERED WOOP TRUSSES @ 24" D.C. AND 2x6 TOP CHORD TRUSS ANCHOR — SEE ANCHOR SCHEDULE BOND BEAM OR CONCRETE TIE BEAM — SEE FRAMING PLANS & SCHEDULE o� 4u" ©ETAr S-9 SCALE 1" -1'-®w O CoPY'light 2010 Dailey Janssen Architects, P.A. ri is o �w I 0 V1 I m t� V 0 O 0 1 o � rn (D 04 U I °' TAT W a Al CU U) U) o a N co N � T7j W � o U 0 o 1. I1J ill Ctj I1J Ill L_f_J ern L�l Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. S-9 2 S-10 1 I 'A'S-107 17- Nve, ( W-4" I 1st floor Stair Plan #4 HOOKS (TOP) @ 2 12" O.C. AROUND 5-10 WINDERS #4 HOOKS (TOP) @ 12" O.C. AROUND � WINDERS -� R F LEI SCALE 1/2' - T-0' 1'-8j" R1 Mal oil 11 mill 11 11 Nil 110011111 4'-17A" L IL I' I. 4'-1. (5) #5 BOT. @ 12" O.C. 11'-10" I 1 •-8�" 2'-8- OPEN TO FIRST FLOOR 20 121"112' r,,,-,\2nd Roor Rdr lean s - 3 SCALE 1/2' - T-0' m Lm i N 1 N c! EDGE OF FINISHED STAIR OPENING ABOVE NOTE: SEE STAIR SECTIONS ON 5-10 FOR ADDITIONAL STEEL (TEMP AND NOSING BARS) ME 011111W i I I `- DASHED LINES INDICATE I LIMITS OF STAIR FINISHES - SEE / I I ARCHITECTURAL FOR / FINISHED DIMENSIONS I I / I I \3 I #4 @ 12" O.C. BOT. P.I.P. CONCRETE SLAB #4 @ 12" O.C. (T) e I #4 @ 12" O.C. (T) SSE STAIR SECTIONS ON 5-10 FOR ADDITIONAL STEEL (TEMP ® ® AND NOSING BARS) i �r I o e� oa I m Lvl �_ eo 0 V � O U y L1 a 47 ts� P H TW d z N Ld 0 ul ; i III i� z L1J U) W ill W L r•1_. 0 I CQ 00CQ 01 O 1 co CQ 0 1 E E � aEo a as � A tx Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. S-10 (C Copy, ight 2010 Dailey Janssen Architects, P.A. All nigh V-C1., #4 HOOK.@ 12" O.C. 12'-0" 1'-9„ 4,- 1" N #4 NOSING BAR (TYP) • a #4 CONT. BOT. e°^ ° ° (2) #7 TOP @ 12" O.C. m'N • #3 STIRRUPS #4 TEMP. @ 16" O.C. @ 6.5" O.C. 6 (2)#8 BOT. Irsn" T'nTAI PI�F• +12'-6" finished 2nd floor � +12'_4" top of slab P HOOK O.C. AT Z )N OF I00-00$ fin. floor --�STAEr"""ECTDN - 2ND RUN `w19 � SCALE 3/4' • 1'-0- 150" TOTAL RISE: SEE ARCHITECTURAL DWGS FOR REQUIRED FINISHED DIMENSIONS OF STAIR 22 RISERS @ 6-13/ 16" EA. AND TREADS @ 10.5" EA. W/ I" NOSING STAIF'� S�CTI©N (5)#5 BOT. `- (5)#5 CONT. CONT. DOWN OPPOSITE RUN OF STAIR - OPENING IN WALL FOR 36"Wx30"H ATTIC ACCESS .I ., +12'-6" finished 2nd floor +12'-4" top of slab 0 i #4 TOP HOOK @ 12" O.C. AT WINDER PORTION OF STAIR 1 STQOG1 0E)EC TO©N ® 1ST RUN S-11 SCALE 1/2" 1'-0W © CoParight 2010 Dailey Janssen Architects, P floor l_i_� �J 1 L�J ill 11_l U� fr `r E09J b No. -105 Seal Roger P. Janssen AR-14785 Drawing No. S-11 STRUCTURAL NOTES **GRAVITY LOAD** ROOF - ALL DEAD LOADS PLUS 30 PSF LIVE LOAD SECOND FLOOR - SYSTEM DEAD LOAD + 25PSF SUPERIMPOSED DEAD LOAD + 40 PSF LIVE LOAD **WIND LOAD** 140 MPH WIND LOAD, EXPOSURE "B" PER FLORIDA BUILDING CODE 2004 BUILDING CATEGORY 2 INTERNAL PRESSURE COEFFICIENT = 0.15 CLADDING/COMPONENT PRESSURES ON BLDG ELEVATION. **CODES** FLORIPA BUILDING CODE 2004 INCLUDING ST. LUCIE COUNTY AMENDMENTS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-qq) MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (ACI 315-qq) AMERICAN CONCRETE INSTITUTE ACI-530-qq AMERICAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NATIONAL FOREST PRODUCTS ASSOCIATION AMERICAN PLYWOOD ASSOCIATION: PLYWOOD DESIGN SPECIFICATION AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS **MATERIAL** A. CONCRETE: FOOTINGS: CONCRETE SHALL Be NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS OF AGE. WATER / CEMENT RATIO = 0.6 MAX. SLAB ON GRADE: CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS OF AGE. WATER / CEMENT RATIO = 0.6 MAX. BEAMS AND 2ND FLOOR SLAB: CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS OF AGE. WATER / CEMENT RATIO = 0.54 MAX. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES STRUCTURAL SLABS: I" BOT. STEEL - I" TOP STEEL BALCONIES: 1 1/2" TOP BARS C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTM A501 STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASTM A307, J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. D. LUMBER: ALL FRAMING LUMBER SHALL Be STRESS GRADE LUMBER WITH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED Iq%. ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. E. REINFORCED CONCRETE MASONRY: I.) LOAD BEARING CONCRETE MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE - MASONRY BY ACI 530-qq. 2.) MATERIALS: A.) CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM CqO-70, AND ASTM C140-70 WITH A REQUIRED Fm = MOO PSI. B.) MORTAR: TYPE S, MINIMUM 28 DAY CURE. STRENGTH TO BE 1800 PSI COMPLYING WITH ASTM C270-73 AND ASTM 150-74. C.) GROUT: SHALL BE COARSE MASONRY GROUT CONFORMING TO ASTM C IOIq. GROUT TO BE 3000 PSI MINIMUM AT 28 DAYS. D.) REINFORCING BARS: SHALL BE ASTM A615, GRADE 60. 3.) MATERIALS, METHOD OF CONSTRUCTION, HIGH LIFT GROUTING, INSPECTION AND TESTING SHALL BE AS SPECIFIED IN THE SPECIFICATIONS. 4.) HOLLOW UNITS SHALL Be LAID WITH "FACE SHELL MORTAR BEDDING" EXCEPT AT ISOLATED GROUTED CELLS AND MASONRY INTERSECTIONS, USE FULL MORTAR BEDDING. 5.) PROVIDE NO. q GAUGE LADDER TYPE JOINT REINFORCEMENT EVERY OTHER COURSE U.O.N. 6.) ALL SPLICES SHALL BE 48 TIMES BAR DIAMETER U.O.N. 7.) PROVIDE VERTICAL REINFORCEMENT AS SPECIFIED ON PLANS. 8.) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ALL HORIZONTAL, VERTICAL REINFORCING AND DOWELS FOR APPROVAL PRIOR TO FABRICATION. F. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL Be KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF q5% MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING ACTION AGAINST WALLS OR BUILDINGS. G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.O.N. H. WOOD TRUSSES 1.) WOOD TRUSS SHOP DRAWINGS SHALL BE PREPARED BY A SPECIALTY ENGINEER EXPERIENCED IN THE DESIGN OF STRUCTURES UTILIZING PREFABRICATED WOOD STRUCTURES. 2.) STRUCTURAL SUBMITTAL SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF FLORIDA REGISTERED SPECIALTY ENGINEER. 3.) PROVIDE 2 X 4 BRACING AT 8'-0" O.C. AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR, FOR ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. COORDINATE WITH ARCHITECT AND G.C. PRIOR TO SHOP DRAWING PREPARATION. I. SOIL BEARING CAPACITY: ASSUMED 0 2500 PSF TO BE VERIFIED BY INDEPENDENT TESTING LAB 13 51'-4" r.,..�.,.,,,.,,._..,...- - T' H— -- - -- ..---------_.----------- -------------- ---------------------� I � I I m ® IL i � I j I 4" CONCRTE SLAB (FC 3,000 PSI W/ WC I RATIO = 0.6 P MAX.) REINFORCED W/ I ® STEALTH FIBERS ON 6 MIL VAPOR BARRIER 0/ CLEAN, COMPACT, TERMITE TREATED FILL 1 I I I 1 s'-0" 15'-4" 18'-0" ® ( SLOPE 1/6" PER FOOT ( SLOPE 1/8" PER FOOT I I TO DRAIN TO DRAIN 6" � FD 6" � FD 1 `------------------- �----------1--- I I --- 3" SANITARY LINE BELOW GRADE - TIE KE3 #4 ITKAN5FEK 6AR5 @ 16" O.G. INTO SYSTEM AT MAIN #4 TKAN5FEK 15AK5 0 16" IO.G. HOUSE GARAGE BLL-)G.-/ 1 —4, I I I I I I I o I I o `? I o ac I k 24"x24" MONOLITHIC FOOTING - I -0 Z SEE DETAIL BELOW I _ ,r, I ._� Y. ...... �...,.. _�.R.—.,... .... .._., — .,.---------------— — — — — — — — — — — — — — ------------------� -- 1 HD .w. N 'RV Qarage Foundaton lean SCALE 1/4' - T-0' 4" GONGRTE 5LA6 (FG 3,000 P51 W/ WG RATIO = 0.6 P MAX.) RE INFORGED W/ STEALTH F16ER5 ON 6 MIL VAPOR 6ARRIER 0/ GLEAN, GOMPAGT, TERMITE TREATED FILL --- I a f 4 4 � 4 4 3'-0" a a a n 4 4�a 4 4 . a a a • �4 4 a 4 0 (F-26 DETAIL TY"7-' r-. uil 6" REINFORGED MASONRY WALL W/ 9 6AU6E LADDER TYPE 6ALV. HORIZONTAL REINF. c1 EVERY OTHER GOUR5E - FILLED GELL5 W/ (1) #6 VERT c1 46" O.G. MAX, GORNER5 AND ALL OPEN IN65 -REFER TO FP FOR WINDOW AND DOOR LOGAT I ON5 g 0 m 1 1/2" 51-A6 REGE55 WATER5TOP fin. slab TRAN5FER 6AR5 @ (1) # 4 AT 16" O.G. 0 N MONOLITHIC, GONG � FOOT I N6 W/(3) # 5 GONT Lu Ill 0 f 11J ice} i L_i ill TI LO 0 ,; . i7 co 6 E09-1JobNo. 05 Seal Roger P. Janssen Drawing No. ©COPY right 2010 Dailey Janssen Architects, P.A. All NW4 cc i ill l_l_1 1.1_l �r ;1 rJ LO 0 Lam. 0 CQ 00 -I -I co t aCQ 0 0 Ot F uW �a In as �i an A a"i Job No. 09-105 Seal Roger P. Janssen AR-14785 Drawing No. S-13 I 0' LANDSCAPE J WHOLE HOUSE WATEF- 1 TREATEMEOT/ LL-A H -------------------------- ------------------------- I I I I I I I I j I I i i i i I i i i 1 I I I 1 1 f I I - I I LANDSCAPE — I LIGHTS TO TIMER - � f96--�-AB--- --.-----__---- ..__- - ---1�-•.-_. _.--.-.-.---� ��-�-------._- �...-Y---_. II I, ,I I, II II II II � - ABV. GAR. / ABV. GAR. _-- -�--" --- -� - - t98 1 SLAB SLAB -- ABV. GAR. i \ I ii it li ii li it l 1 ±84" SLAB Wp i I ii it li ii ii it ii it 1 I GFl I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I 1'r---------------------r'I 1 I ---------'--------------- I I I 1 I' I I I I' '� 1 1 1 I I I I I I I I I I I \ 1 O I F--------- ----- l ( i I i i---' ---- ' I I 1--- ' -- I I I I ---------------- _------' ---- I r Ur �. I ' - - - - - - - - - - - ---- r1r rrl�39" G ` 3i' Flr WPPOTTING WP GF1 I - ROOM-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t�"vti Q I L / \ LANDSCAPE LANDSCAPE 2 \ I 39" f64" f84" I I I GFI 1 ii ii ii II GARAGE li it I __-.-_--- _---_--_.----- ( _------ -. _--- _.--------I -------- __--.------_--- - --- I _-_---- 1 - — __. -- -- -- — — - - — - \\ -- --------- WP v i/ ---- i i� �j -- --- -{-- �` ii Gm I I ( I \\\ 1 i SUMMER KITCHEN GF1Q\ I I/ / O � I - ----------- - I / I 0 ----- COVERED l I 1 1 BREEZEWAY GFl\ - -------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — I ' r ? nr 1----'---------- n FIII -p-'-- - - --- -- - -- ---------------— — ---- -- — — — — — — LOGGIA - / t84 LIGHTS TO t84" I I I I CLOSET 2 3 —/ / TIMER 3 I I130 C�A---------------------------------f--- ,------------ 1--------------------------- ----� I 39" 39" 39" 39" 39 — 39 P.R. I I I I GFI GF1 GF1 GFl G GFl 129 I LANDSCAPE _ — LANDSCAPE 1 I \ I I I I I 11 1 I � I I 1 � I I I i /` IIII II II IIIII II II 11,11 II I II IIIII II II IIIII II II II,I I � - I - -- I-- tl-',I I I L----------��''-/----- III I-- tf_.--It_--11T-I---tt----rt1---1-f-i11-rI---I- j----Irtlfil--- t-----1i---1- II I- -�- --- --- - -----� I I 1 I III II II Hill II II II II II II 11 II II II II II II II IIII U U I I t___ I II II II II II 11 II II II II II II II I II it II I I;I. v) I I I I I I I I I IIIII I I I I I I I I I IIIII I I I I'! I ISHOWEa I -z -z I I I I I I I I t I I I I I I I I I I I l l Ilk 1I I' a Q POOL I I I ----------------------- 131 -� -� DECK � ! II II II II II II II II II II II II II II II II I I I I II -1� - - ----- --- - - ----- _____ � I II II I I II II II 'I II II I II I! II I " I II II I ,1 J F u U U U U U U U U U U U u U U it U U ii U Li PERGOLA I I 132 I ( 1 1 I I I I I , /-iI � L---------�-------------------------- iNDSPE-CPCIGHTvG FORTANDSCAPE'UPLGNTNG MR - PERGOLA PERGOLA I - ----�-- L--------, I ,1 ------ POOLING ON \ \ --------------- POOL TIMER \ I ( SPA 1 0 I I I I I I I I 0 F arfid Fr st Roor Power and l_ig Ling Plan 11 I- .i LL ; rJ L_L C {i I I_ L� L�l CAL. .i� Job No. 09-105 x• P. Janssen Drawing No.0 E - 2.2 ------------—-------------—--—--—-------------- y P.A. All rights reserved. - - - — - - — - - — - - — - - — - - -- - - — -- - - - o-G©pyr;ght -30�0- :L�a1�e Janssen-Arel�lteets, DUPLEX RECEPTACLE HALF SWITCHED DUPLEX RECEPT. QUADPLEX RECEPTACLE HALF SWITCHED QUADPLEX RECEPT. On 220 RECEPTACLE $ DEDICATED RECEPTACLE DUPLEX FLOOR OUTLET HALF SWITCHED FLOOR OUTLET QUAD FLOOR OUTLET �1= U.C. DUPLEX RECEPTACLE CIRCULATING PUMP }-� GAS (� SPEAKER von VOLUME CONTROL ® STEREO: PROVIDE STEREO SPEAKER PRE -WIRE W/VOLUME CONTROLS TO THE STEREO LOCATION SELECTED BY OWNER. WALL SWITCH SMOKE DETECTOR 3-WAY WALL SWITCH ® HEAT DETECTOR 3 CO CO, DETECTOR 4 4-WAY WALL SWITCH O EXHAUST FAN DOOR SWITCH DS r� `J GARBAGE DISPOSAL &FI GROUND FAULT INTERRUPTER -fl PUSH BUTTON 42 MOUNTING HEIGHT (INCHES) ® BUZZER WP WEATHERPROOF 5-1miI CHIME VP VAPOR PROOF q�P ELECTRIC METER TELEVISION JACK: RG6 ® ELECTRIC PANEL 4 HOME RUN TO CWP TELEPHONE JACK: CAT5 DISCONNECT SWITCH HOME RUN TO CWP TELEPHONE / COMPUTER O JUNCTION BOX COMBINATION JACK ® FLOOR TELEPHONE JACK: CAT5 HOME RUN MOTOR TO CWP FLOOD LIGHT O PROVIDE 3/4' CONDUIT W/PULL WIRE BACK TO FUTURE PANEL I.C. INTERCOM: TWO WAY CONNECTION TO ALL PHONE LINES NOTES- 1) ALL WHITE RECESSED INCANDESCENT LIGHTING 2) MOUNT ALL INTERIOR WALL SCONCES 76" H (VERIFY W/ OWNER) 3) PROVIDE DIMMABLE SWITCHES FOR ALL LIGHTING AND FANS. Q HALOGEN 'PUCK' LIGHT ® RECESSED NCANDESCENT _(- SURFACE INCANDESCENT 3DF DECORATIVE FIXTURE K> BRACKET INCANDESCENT ® WALL SCONCE �> RECESSED WALL WASHER r� STEP LIGHT F---- H FLUORESCENT TUBE STRIP j�j UNDER CABINET LIGHT L-- SURFACE FLUORESCENT 2'X4' SURFACE FLUORESCENT 4 STRUCTURED WIRING: (2) CAT2 & (2) RG6 TO EACH LOCATION HOME RUN TO CWP CWP CENTRAL WIRING PANEL FOR STRUCTURED WIRING: (2) CAT5 & (2) RG6 FROM EACH COM. LOCATION 70 A ELEC. PANEL 'D' 101000 A.I.C. RATED 100% KVA WIRE BKR POLE DESCRIPTION CIRC. CIRC. DESCRIPTION POLE BKR WIRE KVA 100% 0 1.5 12 20 1 GARAGE DOOR OPENER 1 2 GARAGE DOOR OPENER 1 20 12 1.5 0 0 1.5 12 20 1 INTERIOR LIGHTING 3 4 INTERIOR LIGHTING 1 20 12 1.5 0 0 1.5 12 20 1 EXTERIOR LIGHTING 5 6 EXTERIOR LIGHTING 1 20 12 1.5 0 0 1.5 1 GEN. RECEPTACLES 7 8 GEN. RECEPTACLES 1 20 12 1.5 0 0 1.5 1 ORCHID HOUSE LIGHTING 9 10 ORCHID HOUSE RECEPT. 1 20 12 1.5 0 0 0 W22 1 SPACE 11 12 SPACE 1 0 0 0 0 0 0 1 SPACE 13 14 SPACE 1 0 0 0 0 0 0 1 SPACE 15 16 SPACE 1 0 0 0 0 0 7.5 SUBTOTAL SUBTOTAL 7.5 0 TOTAL LOAD (NO A/C) 1ST 10,000 AT 100% REMAINDER AT 40% A/C LOAD AT 65% TOTAL 15 10.00 2.0 0 12.0 X 1000 / 240 = 50 AMPS TOTAL THIS PANEL 150 A ELEC. PANEL 'A' 101000 A.I.C. RATED 00% KVA WIRE BKR POLE DESCRIPTION CIRC. CIRC. DESCRIPTION POLE BKR WIRE KVA 100% 0 1.5 12 20 1 O.H. DOOR 1 2 O.H. DOOR 1 20 12 1.5 0 0 2.0 10 30 2 SPA PUMP 3 4 POOL PUMP 2 30 10 2.0 0 1 5 6 1 0 1.5 12 20 1 1 GARAGE DOOR OPENER 7 8 GARAGE DOOR OPENER 1 20 12 1.5 0 0 .75 14 15 1 U.C. REFRIG. (LOGGIA) 9 10 BBQ HOOD (F. LOGGIA) 1 20 12 .75 0 0 .75 14 15 1 ICE MAKER (LOGGIA) 11 12 CABANA EXHAUST FAN 1 20 20 1.5 0 0 1.5 12 20 1 EXT. GFI (GARAGE) 13 14 GFI (GARAGE) 1 20 12 1 1.5 0 0 1.5 12 20 1 GFI (GARAGE) 15 16 EXT, GFI 1 20 12 1.5 0 0 1.5 12 20 1 EXT. GFI (SUM. KITCHEN) 17 18 GARAGE LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 EXT. LIGHTING 19 20 EXT. LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 EXT. LIGHTING 21 22 EXT. LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 EXT, LIGHTING 23 24 LANDSCAPE LIGHTING 1 20 12 1.5 0 0 1.5 12 20 1 LANDSCAPE LIGHTING 25 26 LANDSCAPE LIGHTING 1 20 12 1.5 0 0 1.5 1 12 20 1 POOL LIGHTING 27 28 SPACE 1 0 0 0 0 0 0 0 1 0 1 1 SPACE 29 30 SPACE 1 0 0 0 0 0 18.5 SUBTOTAL SUBTOTAL 119.25, 0 TOTAL LOAD (NO A/C) 37.75 1ST 10,000 AT 100% 10.00 REMAINDER AT 40% 11.1 A/C LOAD AT 65% 0 TOTAL 21.1 X 1000 / 240 = 87.9 AMPS TOTAL THIS PANEL 200 A ELEC. PANEL 'B' 10,000 A.I.C. RATED 00% KVA WIRE BKR POLE DESCRIPTION CIRC. CIRC. DESCRIPTION POLE BKR WIRE KVA 100% 10 0 6 60 2 AHU HEAT STRIP #1 1 2 AHU HEAT STRIP #2 2 60 6 0 10 1 3 4 1 0 0 8 40 2 COMPRESSOR #1 5 6 COMPRESSOR #2 1 2 40 1 8 0 0 1 7 8 1 0 1.5 12 20 1 WASHER 9 10 DRYER 2 30 10 5 0 0 3.5 10 30 2 WATER HEATER 11 12 1 1 13 14 RECIRCULATION PUMP 1 15 14 .75 0 0 10 6 60 2 DOUBLE OVEN 15 16 RANGE HOOD (KITCHEN) 1 20 12 1.5 0 1 17 18 REFRIG. KITCHEN 1 20 12 1.5 0 0 1.5 12 20 1 DISH WASHER (KITCHEN) 19 20 TRASH COMPACTOR 1 20 12 .75 0 0 1.5 12 20 1 GARBAGE DISP. 21 22 MICROWAVE 1 20 12 1.5 0 0 1.5 12 20 1 SMALL APPLIANCE 23 24 SMALL APPLIANCE 1 20 12 1.5 1 0 0 1 1.5 12 20 1 SMALL APPLIANCE 25 26 SMALL APPLIANCE 1 20 12 1.5 0 0 1.0 14 15 1 ELEVATOR EQUIP. 27 28 ELEVATOR PUMP 2 30 10 5.0 0 0 1.5 14 15 1 ALARM / DATA 29 30 1 0 1.5 12 20 1 EXT. GFI 31 32 EXT. GFI 1 20 12 1.5 0 0 0 0 0 1 SPACE 33 34 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 35 36 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 37 38 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 39 40 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 41 42 SPACE 1 0 0 0 0 10 25.0 SUBTOTAL SUBTOTAL 20.5 10 TOTAL LOAD (NO A/C) 45.5 1ST 10,000 AT 100% 10.00 REMAINDER AT 40% 14.2 A/C LOAD AT 65% 13.0 TOTAL 37.2 X 1000 / 240 = 155 AMPS TOTAL THIS PANEL (2) 2 1/2" C W/ (3) 300MCM THHN (2) 2 1/2" C W/ (3) 300MCM THHN & (1) #1 CU GRND 600 AMP MDP MLO O150A 600 ATS 600 AMP SVC RATED 3R OOA C QOA 70A PANEL "A" 150A PANEL "B" 200A PANEL 200A AMP METER IN IN IN RAGE GARAGE GARAGE TO F.P.L. (2) 2 1 /2" C W/(3) 300MCM THHN GENERATOR 100 KW 2" CONDUIT 2-3/0 1-1/0 (1) #1/0 CU. GRND. WIRE TO COLD WATER PIPE AND 1-5/8" GDX 10' CU. SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0" LONG. MIN. ELECTRICAL RISER N.T.S. rFNFRAI RFC:FPTArI FS 1 15 14 1.5 0 200 A ELEC. PANNEL 'C' 10,OW A.I.C. RATED 100% KVA WIRE BKR POLE DESCRIPTION CIRC. CIRC. DESCRIPTION POLE BKR WIRE KVA 100 0 0 8 40 2 COMPRESSOR #3 1 2 AHU HEAT STRIP #3 2 60 6 0 10 1 3 4 1 0 1.5 12 20 1 DEN BATH GFI 5 6 LAUNDRY GFI 1 20 12 1.5 0 0 1.5 12 20 1 GUEST BATH GFI 7 8 BATH #1 GFI 1 20 12 1.5 0 0 1.5 12 20 1 POWDER ROOM GFI 9 10 MASTER BATH GFI 1 20 12 1.5 0 0 1.5 14 15 1 GENERAL RECEPTACLES 11 12 GENERAL RECEPTACLES 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL RECEPTACLES 13 14 GENERAL RECEPTACLES 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL RECEPTACLES 15 16 GENERAL RECEPTACLES 1 1 15 14 1 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 17 18 GENERAL RECEPTACLES 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 19 20 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 21 22 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 23 24 GENERAL LIGHTING 1 15 1 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 25 26 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 27 28 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 29 30 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 31 32 GENERAL LIGHTING 1 15 14 1.5 0 0 1.5 14 15 1 GENERAL LIGHTING 33 34 GENERAL LIGHTING 1 15 14 1.5 0 0 0 0 0 1 SPACE 35 36 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 37 38 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 39 40 SPACE 1 0 0 0 0 0 0 0 0 1 SPACE 41 42 SPACE 1 0 0 0 0 22.5 SUBTOTAL SUBTOTAL 22-51 10 TOTAL LOAD (NO A/C) 45.0 1ST 10,000 AT 100% 10.00 REMAINDER AT 40% 14.0 A/C LOAD AT 65% 6.5 TOTAL 30.5 X 1000 / 240 = 127.1 AMPS TOTAL THIS PANEL NOTE: 1. ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS AND OTHER SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (N.E.C. 210.12 (B). 2. TAMPER -RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN ALL DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES. 3. SMOKE DETECTORS SHALL BE INSTALLED PER F.B.C. SEC. 905.2 AND THE BRANCH CIRCUIT CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT PROTECTION PER 2002 N.E.C. 210-12 (B)• q 2'C' TOTAL ELECT UCAL LOAD CALCULATIONS PANEL ' A' 37.75 KVA PANEL ' B' 45, 5 KVA PANEL ' C' 45, 0 PANEL ' D' 15,0 SUBTOTAL 143.25 KVA FIRST 10.0 KVA 100% 10, 00 KVA THE REMAINDER @ 40% 53.3 KVA 3 SPACE HEATERS (30 KVA) @ 65% 19.5 KVA 3 AIR CONDITIONERS @ 10OX 0 TOTAL DEMAND LOAD 82.8 KVA 82.8 KVA x 1000 / 240V = 345 AMPS TOTAL CALL, SERVICE SIZE 240 VOLT, 1 PHASE 600 AMPS CALCULATION (VOTES 1. HEAT STRIP LOAD GOVERNS OVER CONDENSOR UNIT LOAD. 2. GENERAL LIGHTING CALCULATED ® 6,053 SQ/FT X 3 (WATTS/SQ/FT.) = 18,159 WATTS / 18.2 KVA 18.2 KVA / 1.3 KVA = 14 (15) AMP CIRCUITS MIN. REQ. FOR GENERAL LIGHTING. 3. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELECTRICAL CALCULATIONS ONLY. ELECTRICAL GENERAL NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING FIXTURES, ELECTRICAL DEVICES, APPLIANCES, EQUIPMENTS, AND CONDUIT/WIRES WHERE SHOWN AND AS SPECIFIED AND/OR AS PER OWNER/ARCHITECT. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENTS TO INSTALL A COMPLETE AND OPERATING SYSTEM. 3. CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 4. CONTRACTOR SHALL VERIFY REQUIREMENTS, EXACT LOCATIONS AND TYPE OF OUTLETS FOR ALL ELECTRICAL FIXTURES, PANEL APPLIANCES AND EQUIPMENTS. "D" 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/CONTROL WIRES, DISCONNECT SWITCHES, AND OVER - CURRENT PROTECTIVE DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUITS, WIRES, AND SWITCHES SHALL BE 70A SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). ALL FUSES SHALL BE SIZED AS REQUIRED BY THE EQUIPMENT MANUFACTURER. 6. CONTRACTOR SHALL COORDINATE ALL SERVICE REQUIREMENTS WITH POWER COMPANY. IN RV 7. CONTRACTOR SHALL MEET WITH THE TELEPHONE COMPANY & COORDINATE THE LOCATION OF SERVICE POINT ON THE 3ARAGE PROPERTY LINE, THE INCOMING SERVICE CONDUIT, GROUNDING, ETC. AND WITH THE OWNER/ARCHITECT TO INSTALL TELEPHONE RACEWAYS TO TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. ALL TELEPHONE WIRES SHALL BE INSTALLED IN CONDUITS. B. CONTRACTOR SHALL PROVIDE OWNER WITH AS -BUILT DRAWINGS. 9. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, AND SHALL BE UNDERWRITER'S LABORATORIES (UL) APPROVED. 10. INSTALLATIONS SHALL COMPLY WITH THE NEC, STATE CODES, FLORIDA ENERGY EFF.CODE, LOCAL RULES, AND ORDINANCES. 2" CONDUIT 11. ELECTRICAL SYSTEM SHALL COMPLETELY & EFFECTIVELY BE GROUNDED AS REQUIRED BY THE LATEST NEC. 2-3/0 12. COORDINATE ALL LIGHT FIXTURE AND EQUIPMENT LOCATIONS WITH ARCHITECT AND MECHANICAL CONTRACTOR BEFORE 1-1/0 INSTALLATIONS. 13. CONDUCTORS SHALL BE COPPER THW UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. 1-#6 14, WIRE SIZES NOT SHOWN ON DRAWINGS SHALL BE SELECTED IN ACCORDANCE WITH THE NEC AMPACITY AND DERATING REQUIREMENTS. 15. ALL HOME RUNS OF 80 FEET AND OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10THW. 16. THERE SHALL NOT BE MORE THAN A 9-A & 13-A LOADS ON 15-A & 20-A RECEPTACLE CIRCUITS, RESPECTIVELY. 17. CONDUCTORS IN WIREWAYS ARE TO MATCH CONDUCTORS FEEDING DISCONNECTS. RUN CONDUCTORS THE FULL LENGTHS OF WIREWAYS. 18. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING. FLEX -PLUS (ENMT) AND ROMEX MAY BE USED WHERE ALLOWED BY CODE. PVC MAY BE USED OUTDOORS AS ALLOWED BY CODE. 19. FLEXIBLE CONDUIT SHALL BE USED FOR EQUIPMENT CONNECTIONS NOT TO EXCEED SIX (6) FEET. 20. ALL COMMUNICATION CABLES TO OUTLETS AND JUNCTION BOXES SHALL BE IN CONDUITS. 21. THERMOSTATS AND CONTROL CIRCUITS BETWEEN AIR HANDLERS AND CONDENSING UNITS SHALL BE IN CONDUITS. 22. ALL CONDUITS SHALL BE CONCEALED EXCEPT AS NOTED, AND SHALL BE SIZED TO ACCOMMODATE THE REQUIRED SIZE AND NUMBER OF CONDUCTORS. 23. EXPOSED CONDUITS RUN PARALLEL TO WALLS. 24. MAIN DISCONNECTS SHALL BE HEAVY DUTY FUSED SWITCHES WITH CURRENT LIMITING FUSES WITH REJECTION CLIPS. 25. SWITCHES SHALL BE QUIET TYPE. ALL RECEPTACLES SHALL BE GROUND TERMINAL. 26, INSTALL SWITCHES AT 42" A.F.F. AND RECEPTACLES AT 12" A.F.F. EXCEPT AS NOTED OTHERWISE. 27. EVERY PANELBOARD OR LOAD CENTER SHALL BE EQUIPPED WITH TWO 20-A/SINGLE PHASE SPARE BREAKERS. FLUSH PANELS SHALL NOT PROTRUDE, THE WALL SHALL BE VERIFIED FOR THE DEPTH OF THE PANELS. PROVIDE TYPED WRITTEN DIRECTORIES FOR THE PANELS. 28. PULL AND JUNCTION BOX SIZES SHALL MEET THE REQUIREMENTS OF THE NEC. 29. INSTALL 120-V GFI, WEATHERPROOFED DUPLEX OUTLETS ADJACENT TO CONDENSING UNITS. 30. INSTALL ARC FAULT INTERRUPTERS FOR RECEPTACLES AND LIGHTING IN ALL BEDROOMS, 31. PROTECT POWER SERVICES FROM LIGHTNING WITH TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) MANUFACTURED BY SQUARE D AT INCOMING SERVICES AT MAIN DISCONNECTS AND AT PANEL BOARDS. PROVIDE PROTECTION FOR EACH PHASE TO GROUND. PROVIDE SURGE SUPPRESSION RECEPTACLES MANUFACTURED BY NUBBLE FOR ALL ELECTRONIC EQUIPMENT SUCH AS COMPUTERS, FAX MACHINES,... CONSULT ARCHITECT FOR LOCATIONS. 32. ALL FEEDERS, SUBFEEDERS AND BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED AFTER ACCURATE ELECTRICAL DATA OF THE EQUIPMENTS IS KNOWN. 33. LOAD DATA IS BASED ON INFORMATION GIVEN AT THE TIME OF DESIGN. VERIFY SIZE, CONDUCTOR, PROTECTION DEVICE, ETC. REQUIREMENTS OF ALL EQUIPMENTS PRIOR TO ORDERING OR INSTALLATIONS. NOTE: THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE THE OWNER. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR LICENSED ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES AND BY THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 471 FPR 600 AMP OR LESS RESIDENTIAL SERVICES OR 800 AMP OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. t~ C13 ao ul � I-� W O co co o d, L. ll 0 U � rn o � A U I °' Tij W a ++ y C) cla ti u-a vl r..j U o 0 1. Drawing No. (C Copyright 2010 Dailey Janssen Architects, P.A. All rights reserved. E - 2.5 PLUMBING GENERAL NOTES TANKL. EXPANSION ®-{�I RECIRC.PUMP 3/4"HW I. SCOPE OF WORK: CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING FIXTURES, APPLIANCES, EQUIPMENT, AND PIPING WHERE SHOWN ON DRAWINGS, AND AS SPECIFIED OR AS PER OWNER/ARCHITECT. CHECK VALVE 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS AND EQUIPMENTS TO INSTALL A COMPLETE AND (TYPICAL) OPERATING SYSTEM. HEAT TRAP 3. CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS.3 4" / 4. INSTALLATIONS SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL, AND FLORIDA ENERGY CODES. EQUIPMENT P&T RELIEF CONNECTIONS SHALL BE IN COMPLIANCE WITH THE CITY AND COUNTY REQUIREMENTS. VALVE AND D 5. PLUMBING CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF EXTERIOR SANITARY AND WATER MAINS. INFORM DISCHARGE PIPE ENGINEER/ARCHITECT IF THE EXISTING CAN BE REUSED. PARTITION 6. PLUMBING` CONTRACTOR SHALL INSTALL VALVES, EXTEND BUILDING WATER PIPES TO THE WATER METER/WATER 80 GAL. SERVICE AND BUILDING SEWER PIPE TO THE SANITARY SERVICE, AND SHALL MEET ALL CONNECTION REQUIREMENTS OF THE CITY AND COUNTY. 7. INSTALL STUPOR VENT (AUTOMATIC VENT) PER MANUFACTURER'S RECOMMENDATIONS & AS ALLOWED BY BUILDING 2" DEEP OFFICIAL. DRAIN PAN THRU WALL DRAIN PAN 8. INSTALL PLUMBING VENT A MINIMUM OF 10'-0" FROM WINDOWS ON 2ND.FLOOR TERMINATE 1" COPPER PIPE AT BLDG.EXTERIOR 9, INSTALL 5/8"x10'-O" CAPPED WATER PIPE FOR ELECTRICAL GROUNDING SYSTEM. W/ A GOOSENECK AT FLOOR 6"ABOVE GRADE. 10. INSTALL (1) INCH CAPPED WATER PIPE NEAR PANELS/METER FOR GROUND. INSTALL P-TRAP Q• ° 11. CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. DRAIN VALVE 12 PLUNBINC SERVICE ANDNBULDING SEWER SHALL PIPE TO THE STALL VALVES, SANITARYEXTEND SERVICEIN AND WATER SHALPIPES TO MEET ALLTHE CONNECTION REQMETER/WATER IREM NTS WATER HEATER INSTALL®ETAIL(TYR) OF THE CITY AND COUNTY. N.T.S. 13. SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR PVC (SCH.40) AS APPROVED BY BUILDING OFFICIAL. NOTE: SET THERMOSTAT OF HEATER AT LEAST 57 HIGHER THAN TANK TEMPERATURE CONTROL. 14. FURNISH AND INSTALL APPROVED AIR CHAMBERS OR SHOCK ABSORBERS AT EACH PLUMBING FIXTURE GROUP. 15. FURNISH AND INSTALL CLEAN -OUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE. INSTALL FLUSH TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEAN -OUTS SHALL BE NOMINAL SIZES AS THE PIPES INTO WHICH THEY ARE INSTALLEP. 16. FURNISH AND INSTALL TRAP PRIMERS TO ALL FLOOR DRAINS. 17. SANITARY, SOIL, WASTE & VENT PIPING SHALL SLOPE 1/4" PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR OTHERS. 18. HANG PIPES WITH STEEL HANGERS SECURED TO CONCRETE SLAB. Iq. PROVIDE I" WATER METER, 1-1/2" BUILDING WATER MAIN, BACKFLOW PREVENTER, AND SHUT-OFF VALVES IN VALVE BOX OUTSIDE OF THE BUILDING. CONTRACTOR SHALL VERIFY WORKING CONDITIONS AND SIZES OF THE EXISTING WATER METER, BACKFLOW PREVENTER, AND BUILDING SANITARY MAIN IF THEY CAN BE RE -USED. 20. WATER PIPES SHALL BE OF TYPE L' COPPER FOR PIPING ABOVE GROUND AND TYPE K" FOR PIPING BELOW GROUND WITH WROUGHT SOLDER FITTINGS. 21. STUB OUT I" WATER PIPE FOR THE SWIMMING POOL AND SPA. CONSULT ARCHITECT FOR LOCATION. 22. HOT WATER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE (1) INCH ARMAFLEX. 23. H05EBIBB5 SHALL BE INSTALLED AT 5OFT APART AROUND THE HOUSE OR AS SHOWN ON DRAWING. EACH HOSEBIBB SHALL BE MOUNTED AT TWENTY-SIX (26) INCHES ABOVE GRADE AND PROVIDED WITH VACUUM BREAKER. CONSULT ARCHITECT FOR LOCATIONS. 24. PROVIDE GAS PIPES, SHUT-OFF VALVES, REGULATING VALVES AND OTHER DEVICES REQUIREP BY LOCAL CODES FOR L.P.GAS AND GAS SUPPLIER. VERIFY PIPE SIZES WITH GAS SUPPLIER PRIOR TO FABRICATION WHEN ACCURATE - EQUIPMENT CAPACITIES ARE KNOWN. CONSULT WITH MANUFACTURER FOR SIZES OF GAS PIPE CONNECTIONS AND WITH OWNER AND GAS SUPPLIER FOR TANK SIZE BEFORE ORDERING STORAGE GAS TANK. 25. GAS PIPES SHALL BE OF BLACK STEEL (5CH.40). 26. ALL METALLIC PIPES SHALL CONTINUE 10 FEET UNDERGROUND FOR GROUNDING PROTECTION. 27. CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH 1/2" ARMAFLEX, AND TERMINATED SIX (6) INCH ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. DO NOT TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. 26. EACH EMERGENCY CONDENSATE DRAIN PIPE SHALL BE MINIMUM OF 3/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" ARMAFLEX, AND TERMINATED AT CEILING WITH DRAIN OUTLET ABOVE SINK/LAVATORY OR AT SOFFIT IN FRONT OF THE WINDOW. 29. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS AND FLOORS SHALL BE WATERTIGHT. 30, WRAP ALL RISERS WITH APPROVED EXPANDING SEALANT AT EACH SLAB PENETRATION. 31. RECIRCULATING PUMPS: INSTALL BELL & GOSSETT, IN -LINE MOUNTED CENTRIFUGAL PUMP, 1/4 HP, 115 VOLT, SINGLE PHASE FOR WATER HEATER. PROVIDE ACCESS FOR MAINTENANCE AND SERVICE. 32. PROVIDE MINIMUM (TWO) 2" COPPER DRAIN PANS AND VACUUM RELIEF VALVE TO ALL WATER HEATERS. 33. TESTING: INSPECTIONS SHALL BE MADE BY CITY OFFICIAL BEFORE TESTING DEVICES ARE REMOVED: a. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A MINIMUM OF ONE HOUR. b. SANITARY PIPING SHALL BE FILLED WITH A TEN (10) FT. HEAP OF WATER AND SHALL STAND UNTIL THE V INSPECTION IS MADE, CORRECT ANY DEFECTS DETECTED BY THE TESTS. 34. ALL BACKFILL AND EXCAVATION AS REQUIRED SHALL BE A PART OF THIS CONTRACT. J 35. PLUMBING CONTRACTOR TO CONTACT ARCHITECT PRIOR TO PLACEMENT OF VENTS THRU ROOF FOR APPROVAL - OF ALL LOCATIONS. i i i i i i i i i i i SHOWER 3" 211 VTR 2„ J�L VTR sanitary riser diagram 211 2" STUPOR VTR VENT 11I - CONNECT TO SEPTIC SYSTEM - SEE CIVIL DWGS CE u II z L1.. W (r Ln c CL_ Job No. 09-105 (�)Z ,11.1I er P. Janssen O CoPT-ight 2010 Dailey Janssen Architects, P.A. All rights reserved. Drawing No. ------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - -------- ------------------------------------------------- = - --- - - - - - - - - - - - - - - - - - - - - - - - - ------- --------------------- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - -- - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ -J 7 j�7 r- - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - LANDSCAPE II II II If II II II I1 II II II II 11 II it II - - - - - - - - - — - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y - - - - - - - - - - - - - - - - II II II II II II II it M�Tr - - - - - - - - - - - ---- - - - - - - - - - - > " OLD C�I�ACO 4PIA. C FL BPICK- WXI� I WAY DRAIN FLOOR00 N - - - - - - - - - ------------- j CL PRAIN ------- QL 4 ------------ WHOLE HOUSE I Qu C� Z� LLI-LI-111-iLU I I I I I I I I I I TREATS[ --j L ------------------- - ------- MX WATER 1 1 62 LP t1fA-1 I I ! I 11 1i k- il 11 — I LANDSCAPE GENERATOR Q) POTrING It- ROOM - - - - - - - - - - - - ------------------- I L , i i i I I W i � i i 11 E3 3-CAR Q) /' t % GARAGE F-126 - - - - - - - - - - - I -T Q) —\'� — , — . — I! )I — I t", L- - - 1-1 - - - - - - - - Lj - - - - - - - CL -- - - - - - - - - - - - - - - - - - - - - - - POOL EOUIPMENT 411 411 m L - LANOSC Pe — — — — — — — — — — — — �-T 2 II I 41111 1 11 1 11 1 11 \t 11 1 11 111 111 - -- --------- ----- --------- -17 - - - - - Ll H SUM Ekf C \\/ GA - - - - - - I - - - - I I I BRICK OPIPPO 7 7 _L_ I I - - 177 ' 4� 1 -1- r- t- -�- -t -1 - I- 1111 4111! ITIETTI -EATTII i id±j 11 Lill ffi 111i±1111±111 -------- frL -1-'I--T -t Hf3+ �WEO CLOSET 4 C NB 129 NATURAL OLD CHICA60 - - - It P)PICK BORDER------ 2.3 - - - - - - - - - - - - - - - - /12 SfNE WILL - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - HIH I fill I LANDSCAPE LA TE' Ilk-2= =!41111 IIIIHII iiiiiiiiiii 11 IMMUHH111ii Idillilmi'111111111im L I NDSCIPE 4e' J 1-- 4 - - 4,4 AN 4 4 � i I I W I I I I I ATTM -A PO !ILI- IIII I I I I DEC eul -4 Ll u Ij J 111-1 U PERGOLA 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR --P�TCH T6 SHOWER [)�AIN SL PE 1/8'. PEF-OOT POOL SPA -T- m --------- ----------- ------------------------------ --------- j ------------------------ ------------------- ---------------------------- --------- -------- ------------- 85 ----- - --- CL OL - ----------- ��- I Q) -- I I I I I a - E 171 -------------- �T - ----- -------- ] --------- --------- -------- --------- L ----- SCALE 1/,V - T-0' C, r. CL Job No. 09-105 Drawing No. FP-2.2 @ COPY, ight 2010 Dailey Janssen Architects, P.A. All rights reserved. I I I Y I I II 4" MO-71 SLOE � AL 0 PE 268 I I/8" IFT I I I) II I 44" ID I t I I I I — AL06 V 209 - - - I I I S I I � OPE or I I — T I I I I 0 BAL ONY 0 _ I I - - - - I 4" _ SLO I E PE I I/8" IFT I \ I I I� I I Job No. 09-105 9 �D U -0 O lan SCALE 1/4" - T-A" o I LLco co cc I U) LO U W o ,It co co co cd am 0 v o V I cn Q Q N U) -aa 1 ro ro v Q Q �r �D U -0 O lan SCALE 1/4" - T-A" o I LLco co cc I U) LO U W o ,It co co co cd am 0 v o V I cn Q Q N U) -aa 1 ro ro v Q Q �r J LL Lu U z W W it W U! 0 HE CY-) U- 02 F09_1lobNo.05 a Seal Roger P. Janssen AP.-14785 Drawing No. RCP-1 - -- - -@-CePYrfight 2010 Dailey Janssen-Arehitects; P.A. - All rights- reserved. J H L- - - - - - - - - - . - - - - - LIGHTS TO TIMER Ls, P.A. All rights reserved. i i is -r C� r. Job No. 09-105 Roger P. Janssen AR-14785 Drawing No. I RCP-21