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1019 Olive Ave; 17-3557; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION F - �'6 2917 i PERMIT APPLICATION Application No: 4 �� Documented Construction Value: $ Job Address: 1019 Olive Ave Satiford, Florida 32771 I�Iistoric District: Yes ❑ No N Parcel ID. 25-19-30-510-2400-011A Residential [I Commercial❑ Type of Work: New [AAddition ElAlteration ❑ Repair El Demo 0 Change of Use ❑ Move ❑ Description of Work: Do iii - i tie 6�ort e alid KeconstrUction of blew home Plan Review Contact Person: Keith Owens Title: VP of Operations Phone: 407-388-5820 Fax: 866-674-1239 Email: kowens@bsell.com Property Owner Information Name Rosa Kiett Phone: Street: 1019 Olive Ave Resident of property? : Owner c City, State Zip: Sanford, Florida 32771 Contractor Information Name BSE Construction Group dba Blackstreet Enterprises Phone: 407-388-5820 Street: 143381-lampshire Bay Circle Fax: 866-674-1239 City, State Zip: Winter Carden, Florida 34787 State License No.: CGC-1509119 Architect/Engineer Information Name: Kobert Sonberg Phone: 561-460-5635 Street: 113 Bent Tree Drive Fax: N/A Cite, St, Zip: Palm Beach Gardens, Florida 33418 E-mail: rfsonbergr,)gmail.com Bonding Company: N/A Mortgage Lender: r� Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TILE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN f FINANCING, CONSUL"!' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COfvI1V1ENCE1VIEN"!'. A0 ligation is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has coii!menced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. � I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, rlaces, boilers, healers, tanks, and air couditiotiers, etc. r1j,L' 105.3 Shall be inscribed with the (late of application and the code in effect as of that date: 511' Edition (2014) Florida Building Code l'eunit Application Revised: June 30, 2015 LOT 12 M. W. CLARKS SUBDIOS/ON (P. B. 1, PG 109) 5' ALLEY (NOT OPEN) S89 2852 �W 45. oo' WEST 11 TH STREET (50' RIGHT—OF— WA Y WD TH) SITE PLAN 1" = 10, ROBERT F. SONBERG ARCHITECT 113 Bent Tree Drive Palm Beach Gardens, FI. 33418 PH: (561)-691-9277 CELL: (561)460-5635 19 PrgaL1s117-471-19 3br-2ba 1100- Olive\Current Plaa117471-19 3br-2ba 1100 i 1 1 SITE DATA OUSE LIVING AREA: (GROSS) 1086.00 SQ. FT OUSE LIVING AREA: (NET) 990.00 SQ.FT OVERED PORCH 61.00 SQ.FT OVERED ENTRY 80.00 SQ.FT OOL N/A SQ. FT RIVEWAY/WALKS SQ. FT TOTAL: 1227.00 SQ. FT ITE AREA: 4160 SQ. FT OTAL IMPERVIOUS AREA- 0.29% AL PERVIOUS AREA:= 0.71% Rosa Kietts 1019 OLIVE AVENUE SANFORD, FL 32771 STREET VIEW SCALE: 1:1.78 HOUSE DATA EDROOMS: ATHROOMS: OTAL UNDER ROOF: IDEWALKS: RIVACY OR WING WALLS: TORIES: ALCONY RAILINGS UILDING CLASSIFICATION E OF CONSTRUCTION: 3 2 1380.00 32.00 N/A 1 N/A R3 TYPE Vb RECORD COPY SANFORD Ruin nimn DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A REVIEWED FOR CODE COMPLIANCE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL PLANS EXAMINER CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, DATE CONSTRUCTION OR VIOLATIONS OF THIS CODE a1)ILD�,y n SANFORD #17- 3557 Issued COVER SHEET & GENERAL INFO AO.0 COVER SHEET SITE PLAN SITE PLAN, ENGINEERING DATA ❑ PLANS A1.0 FLOOR & DIMENSION PLANS ROOM FINISH SCHEDULE WINDOW & DOOR SCHEDULES, PRODUCT APPROVAL, SPECS. ❑ ELEVATIONS A2.0 EXTERIOR ELEVATIONS SPECIFICATIONS ❑ DETAILS A5.0 A5.1 DETAILS DETAILS ❑ ❑ STRUCTURAL PLANS S1.0 FOUNDATION & ROOF FRAMING CONNECTOR, ATTIC VENT & LINTEL SCHEDULES, FTG.DET. ❑ MECHANICAL PLANS E&P1.0 ELECTRICAL & PLUMBING PLANS ELECTRIC & PLUMBING RISER DIAGRAMS, PANEL SCHEDULE ❑ COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection COVER SHEET 2/5/201$ A0.0 1 / ! '� '� WINDOW SIZE HEAD E I DETAILS WINDID QTY ELEV. ARE!77 MANUF. ZONE IMPACT NOTEWREMARKSWID. HGT. HEIGHT EL HEAD JAMB SILL LOADSINGLE 11 � I ��� I= ;!!�illi�l!� DOOR Ai ­ FRAME DETAILS FIRE HW WIND 10 QTY. ELIEV AREA AMERICAN NOTES/REMARKS +26.4/ - Lu HUNG CRAFTSMEN THK MA'TL GLZ 35.2SINGLE WID ITHK HEAD JAMB SILL RATING SET LOAD uj (-1)114t' rAPCONS JAMB (4) 1/4" TAPCONS B 1 31-011 21-111 6'-8" 6.66 NIA AMERICAN 1C 2C 3C +26.4/- 4 NO GLAZING TO BE OBSCUREHUNG STAR TO BE 1-1/2" JAMB START 4" FROM TOP Lu CRAFTSMEN CD 28.6SINGLE AND BOTT. 16"FIELO MAX. j ICA SINGLE HUNO SERIES (kNGHOR TYPE IS 1/4" TAPQONS MIN. 6 �o 0 UJI WINDOW 27.3 WINDOW SILVER MODEL MASONRY INSULATION (3) I\ND JAMB FAS FENER SPAQINQ AS PER (26.4/-35.2) 31-011 51-211 6'-8" 16.43 EQUAL LITE AMERICAN ic 2C 3C +26.4/- 4 NO EGRESSHUNG VINYL IMPACT 21 CRAFTSMEN 28.641-411 (6)114' TAPCONS JAMB THRU 1x PT BUCK SLIDING GLA S5 ANDERSEN SERIES 5800YMQDEL (4) 114'TAPCONS HEAD (4) 1/4" TAPCONS .01. DOOR VINYL WINDOW SILVER 28.6 Y MASONR SILL. MIN EMBED TO BE 1-1/4" JAMB (+25.2/-32.9) (f6um-50.0) NZA FL14998.5 N/A LINE 4'HUNG START 6" FROM TOP AND BOTT. 1,T'FIELL) MAX, XX' CRAFTSMEN 28.6E )SINGLE E 1 41-411 41-211 6'-8" 18.'83 AMERICAN 1C 2C 3C +26.4/- 5 NO LANDMARK ATTACHMENT METHOD AS PER PRODUCT APPROVAL FL5444 NIA SHINGLES HUNG CRAFTSMEN ZONES. ROOFS LESS Lu 35.2 z U20 SYNTHETIC �U���������^ � ���. NOTES: 1> CONSTRUCTION TOBEA8PER THE "FLORIDA BUILDING CODE" 20O4WITH 2UD0AMENDMENTS AND MARTIN COUNTY FLORIDA CODES AND ORDINANCES. z) BUILDING CONTRACTOR TOCOORDINATE WORK WITH ALL TRADES. n> BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED. o) SUBMIT (3)COPIES MINIMUM, OFTHE REQUIRED SHOP DRAWINGS TOARCHITECT. s} THESE PLANS AS DRAWN REFER TO THE "MANUAL J" & "FLORIDA ENERGY CODE" FOR R -VALUE AND TYPE OFINSULATION AND SIZING OFMECHANICAL SYSTEMS. o) UV|LD|N(} CONTRACTOR RESERVES THE RIGHT TO SUBSTITUTE ITEM WHICH 13 EQUAL OR BETTER THAN ITEM SPECIFIED ON THESE DOCUMENTS WITHOUT ANY WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFF|CALSHALL BESUBMITTED TUSAID BUILDING OFFICIAL. 7> BUILDING CONTRACTOR |G RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. o) CABINET SUPPLIER T0PROVIDE SHOP DRAWINGS T0BUILDING CONTRACTOR. V) WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 1o) ALL WINDOWS AND DOOR SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE AS WELL A8WIND LOAD CAPACITIES. 11) TRUSS MANUFACTURER SHALL OUUK8|T FOUR (4) COPIES OF SHOP DRAWINGS AND �� ENG|NEGR|N8CALCULAT|0N88|GNEDAND8EALEDBYAFL0R|DAREG|8TERED8TRUCTURAL z� ENGINEER FOR ROOF TRUSS DESIGN AND APPROVAL. INCLUDING (2) SETS FOR ARCHITECT'S REVIEW PRIOR T0FABRICATION. 12> ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD A8PER CODE. 13) ALL INTERIOR PARTITION WALLS T08E4,THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED. 14) ALL INTERIOR CEILINGS T08E5/8^THICK GYPSUM WALLBOARD. WALLS T0BE1/12^GYPSUM WALLBOARD. 15} CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE. 5k . I i ; i a 1 11 � I ��� I= ;!!�illi�l!� DOOR Ai ­ FRAME DETAILS FIRE HW WIND 10 QTY. ELIEV AREA ZONE NOTES/REMARKS Lu W HT THK MA'TL GLZ WID ITHK HEAD JAMB SILL RATING SET LOAD uj (-1)114t' rAPCONS JAMB (4) 1/4" TAPCONS ENTRY DOOR THERMO TRU SMOOTH MASONRY NIA HEAD (4) 114" TAPQONS FILL MIN EMBED (+26.21-27.4) (+76.0/475.0) N/A FL15226.6 NIA DO STAR TO BE 1-1/2" JAMB START 4" FROM TOP Lu CD AND BOTT. 16"FIELO MAX. j ICA SINGLE HUNO SERIES (kNGHOR TYPE IS 1/4" TAPQONS MIN. 6 �o 0 UJI WINDOW 27.3 WINDOW SILVER MODEL MASONRY INSULATION (3) I\ND JAMB FAS FENER SPAQINQ AS PER (26.4/-35.2) (�5O.QI-60.0) N/A FL14911.9 N/A EQUAL LITE LINE 2901/4901 NOA. MIN, DISTANCE FROM EDGE OF 5 VINYL IMPACT 21 �ONCRETE IS 2-1/2'MIN. (6)114' TAPCONS JAMB THRU 1x PT BUCK SLIDING GLA S5 ANDERSEN SERIES 5800YMQDEL (4) 114'TAPCONS HEAD (4) 1/4" TAPCONS .01. DOOR VINYL WINDOW SILVER 28.6 Y MASONR SILL. MIN EMBED TO BE 1-1/4" JAMB (+25.2/-32.9) (f6um-50.0) NZA FL14998.5 N/A LINE IMPACT START 6" FROM TOP AND BOTT. 1,T'FIELL) MAX, XX' Top ILICT ASPHALT ROOF CERTAINTEED VELOCITY HURRICANE LANDMARK ATTACHMENT METHOD AS PER PRODUCT APPROVAL FL5444 NIA SHINGLES LANDMARK ZONES. ROOFS LESS Lu z U20 SYNTHETIC ROOF FELT RHINOROOF ATTACHMENT MEfHOD AS PER PRODUCT APPROVAL 1`115216 N/A D226 FELT Lu 0 ILL! co R,00 LOUVER 0 2 CL 2 CL cl— Lu Lu E Lu LOUVER LU 0 < (L UJI F- D Uj :;� f— ILL < Lu z 0 z 0 LOUVER �U���������^ � ���. NOTES: 1> CONSTRUCTION TOBEA8PER THE "FLORIDA BUILDING CODE" 20O4WITH 2UD0AMENDMENTS AND MARTIN COUNTY FLORIDA CODES AND ORDINANCES. z) BUILDING CONTRACTOR TOCOORDINATE WORK WITH ALL TRADES. n> BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED. o) SUBMIT (3)COPIES MINIMUM, OFTHE REQUIRED SHOP DRAWINGS TOARCHITECT. s} THESE PLANS AS DRAWN REFER TO THE "MANUAL J" & "FLORIDA ENERGY CODE" FOR R -VALUE AND TYPE OFINSULATION AND SIZING OFMECHANICAL SYSTEMS. o) UV|LD|N(} CONTRACTOR RESERVES THE RIGHT TO SUBSTITUTE ITEM WHICH 13 EQUAL OR BETTER THAN ITEM SPECIFIED ON THESE DOCUMENTS WITHOUT ANY WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFF|CALSHALL BESUBMITTED TUSAID BUILDING OFFICIAL. 7> BUILDING CONTRACTOR |G RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. o) CABINET SUPPLIER T0PROVIDE SHOP DRAWINGS T0BUILDING CONTRACTOR. V) WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 1o) ALL WINDOWS AND DOOR SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE AS WELL A8WIND LOAD CAPACITIES. 11) TRUSS MANUFACTURER SHALL OUUK8|T FOUR (4) COPIES OF SHOP DRAWINGS AND �� ENG|NEGR|N8CALCULAT|0N88|GNEDAND8EALEDBYAFL0R|DAREG|8TERED8TRUCTURAL z� ENGINEER FOR ROOF TRUSS DESIGN AND APPROVAL. INCLUDING (2) SETS FOR ARCHITECT'S REVIEW PRIOR T0FABRICATION. 12> ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD A8PER CODE. 13) ALL INTERIOR PARTITION WALLS T08E4,THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED. 14) ALL INTERIOR CEILINGS T08E5/8^THICK GYPSUM WALLBOARD. WALLS T0BE1/12^GYPSUM WALLBOARD. 15} CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE. 5k . NODES: (1) CERAMIC TILE T0COMPLY WITH F8C-R7O2.4 (2) GYPSUM BOARD TDCOMPLY WITH F8C'R702JTO8ETYPE 'C'FLAME SPREAD 78-2OU.SMOKE INDEX 0'450 (3) INSULATION FLAME SPREAD 0'25.SMOKE DEVELOPED 0'450.RADIAN FLUX GREATER THAN.12WATT/SQ CENTERKdETER � * � � � ^r --———————————————————————————————— | |\ / COVERED PATIO A BEDROOM F1 1-21 L3 0 F3 BATH /> al < DINING | | | | | | | | | | | | | | | | | | | | | \�/ | | | | | | | | | | | | |/�x | | | 11 (,.t �3C| |10 | |zim F-1 | | | | | @BEDROOM #2 | | / | | | | | | �C��1| | | | | | | | | | | | 0 BJ kTH #2| | |11061 003 | | | � | | | | | | | | | | | | | | | | | / FLOOR PLAN Ai ­ Lu CASE uj (-1)114t' rAPCONS JAMB (4) 1/4" TAPCONS ENTRY DOOR THERMO TRU SMOOTH MASONRY NIA HEAD (4) 114" TAPQONS FILL MIN EMBED (+26.21-27.4) (+76.0/475.0) N/A FL15226.6 NIA DO STAR TO BE 1-1/2" JAMB START 4" FROM TOP Lu CD AND BOTT. 16"FIELO MAX. j ICA SINGLE HUNO SERIES (kNGHOR TYPE IS 1/4" TAPQONS MIN. 6 �o 0 UJI WINDOW WINDOW SILVER MODEL MASONRY INSULATION (3) I\ND JAMB FAS FENER SPAQINQ AS PER (26.4/-35.2) (�5O.QI-60.0) N/A FL14911.9 N/A EQUAL LITE LINE 2901/4901 NOA. MIN, DISTANCE FROM EDGE OF 5 VINYL IMPACT 21 �ONCRETE IS 2-1/2'MIN. (6)114' TAPCONS JAMB THRU 1x PT BUCK SLIDING GLA S5 ANDERSEN SERIES 5800YMQDEL (4) 114'TAPCONS HEAD (4) 1/4" TAPCONS .01. DOOR VINYL WINDOW SILVER 5802 NON- Y MASONR SILL. MIN EMBED TO BE 1-1/4" JAMB (+25.2/-32.9) (f6um-50.0) NZA FL14998.5 N/A LINE IMPACT START 6" FROM TOP AND BOTT. 1,T'FIELL) MAX, XX' Top ILICT ASPHALT ROOF CERTAINTEED VELOCITY HURRICANE LANDMARK ATTACHMENT METHOD AS PER PRODUCT APPROVAL FL5444 NIA SHINGLES LANDMARK ZONES. ROOFS LESS Lu z U20 SYNTHETIC ROOF FELT RHINOROOF ATTACHMENT MEfHOD AS PER PRODUCT APPROVAL 1`115216 N/A D226 FELT Lu 0 ILL! co R,00 0 2 CL 2 CL cl— Lu Lu E Lu LU 0 < (L UJI F- D Uj :;� f— ILL < Lu z 0 z 0 ill ASTER BATH x x x x 8'-0" TILE TO CLG @SHWR 113 ASTER CLOSET x x x 81-011 LOSET x x Fa- L L::j EGRESS 001<LM /I NODES: (1) CERAMIC TILE T0COMPLY WITH F8C-R7O2.4 (2) GYPSUM BOARD TDCOMPLY WITH F8C'R702JTO8ETYPE 'C'FLAME SPREAD 78-2OU.SMOKE INDEX 0'450 (3) INSULATION FLAME SPREAD 0'25.SMOKE DEVELOPED 0'450.RADIAN FLUX GREATER THAN.12WATT/SQ CENTERKdETER � * � � � ^r --———————————————————————————————— | |\ / COVERED PATIO A BEDROOM F1 1-21 L3 0 F3 BATH /> al < DINING | | | | | | | | | | | | | | | | | | | | | \�/ | | | | | | | | | | | | |/�x | | | 11 (,.t �3C| |10 | |zim F-1 | | | | | @BEDROOM #2 | | / | | | | | | �C��1| | | | | | | | | | | | 0 BJ kTH #2| | |11061 003 | | | � | | | | | | | | | | | | | | | | | / FLOOR PLAN CASE (-1)114t' rAPCONS JAMB (4) 1/4" TAPCONS ENTRY DOOR THERMO TRU SMOOTH MASONRY NIA HEAD (4) 114" TAPQONS FILL MIN EMBED (+26.21-27.4) (+76.0/475.0) N/A FL15226.6 NIA STAR TO BE 1-1/2" JAMB START 4" FROM TOP Lu AND BOTT. 16"FIELO MAX. SINGLE HUNO SERIES (kNGHOR TYPE IS 1/4" TAPQONS MIN. UJI WINDOW WINDOW SILVER MODEL MASONRY INSULATION (3) I\ND JAMB FAS FENER SPAQINQ AS PER (26.4/-35.2) (�5O.QI-60.0) N/A FL14911.9 N/A EQUAL LITE LINE 2901/4901 NOA. MIN, DISTANCE FROM EDGE OF VINYL IMPACT �ONCRETE IS 2-1/2'MIN. (6)114' TAPCONS JAMB THRU 1x PT BUCK SLIDING GLA S5 ANDERSEN SERIES 5800YMQDEL (4) 114'TAPCONS HEAD (4) 1/4" TAPCONS .01. DOOR VINYL WINDOW SILVER 5802 NON- Y MASONR SILL. MIN EMBED TO BE 1-1/4" JAMB (+25.2/-32.9) (f6um-50.0) NZA FL14998.5 N/A LINE IMPACT START 6" FROM TOP AND BOTT. 1,T'FIELL) MAX, Top ILICT ASPHALT ROOF CERTAINTEED VELOCITY HURRICANE LANDMARK ATTACHMENT METHOD AS PER PRODUCT APPROVAL FL5444 NIA SHINGLES LANDMARK ZONES. ROOFS LESS Lu z U20 SYNTHETIC ROOF FELT RHINOROOF ATTACHMENT MEfHOD AS PER PRODUCT APPROVAL 1`115216 N/A D226 FELT Lu 0 ILL! co R,00 0 2 CL 2 CL cl— Lu Lu E LU 0 < (L UJI F- D Uj :;� f— 0 < Lu z 0 z 0 ill ASTER BATH x x x x 8'-0" TILE TO CLG @SHWR 113 ASTER CLOSET x x x 81-011 LOSET x x Fa- L L::j NODES: (1) CERAMIC TILE T0COMPLY WITH F8C-R7O2.4 (2) GYPSUM BOARD TDCOMPLY WITH F8C'R702JTO8ETYPE 'C'FLAME SPREAD 78-2OU.SMOKE INDEX 0'450 (3) INSULATION FLAME SPREAD 0'25.SMOKE DEVELOPED 0'450.RADIAN FLUX GREATER THAN.12WATT/SQ CENTERKdETER � * � � � ^r --———————————————————————————————— | |\ / COVERED PATIO A BEDROOM F1 1-21 L3 0 F3 BATH /> al < DINING | | | | | | | | | | | | | | | | | | | | | \�/ | | | | | | | | | | | | |/�x | | | 11 (,.t �3C| |10 | |zim F-1 | | | | | @BEDROOM #2 | | / | | | | | | �C��1| | | | | | | | | | | | 0 BJ kTH #2| | |11061 003 | | | � | | | | | | | | | | | | | | | | | / FLOOR PLAN ��'��������� ������������ ��LJN0������� � �~m �������H����0�� kK����U��������� �U�L& .K-� U U �-� . U 13 BENT TREE DRI,ALM BEACH GARDENS, FL 33418 VE A(���^ /��11��1_qJ77 son erg gmai.com '^^~'"^^ ��"^/"�^ ��'^ ELL: /���1t���D_����� °-��^ `��^/.�°°°�� COPYRIGHT MATERIAL SHOWN HEREIN |8THE COPYRIGHTED PROPERTY OFROBERT F.G0N8ERGARCHITECT AND 8GSUCH SHALL NOT BEREPRODUCED |NWHOLE 0R |NPART WITHOUT THE WRITTEN PERMISSION OF G0DARCM|TECT. ����v»»»»»vNO. 6280 4�4 � OLIVE ����h�N�� .^^,~/��^~vv�~r�v��/����~ SAhJFORD FL 32771 1/19/2018 | ADDED MISSING EGRESS WINDOW &4KDATE | | DESCRIPTION �� KJ kp CASE (-1)114t' rAPCONS JAMB (4) 1/4" TAPCONS ENTRY DOOR THERMO TRU SMOOTH MASONRY NIA HEAD (4) 114" TAPQONS FILL MIN EMBED (+26.21-27.4) (+76.0/475.0) N/A FL15226.6 NIA STAR TO BE 1-1/2" JAMB START 4" FROM TOP AND BOTT. 16"FIELO MAX. SINGLE HUNO SERIES (kNGHOR TYPE IS 1/4" TAPQONS MIN. WINDOW WINDOW SILVER MODEL MASONRY I\ND JAMB FAS FENER SPAQINQ AS PER (26.4/-35.2) (�5O.QI-60.0) N/A FL14911.9 N/A EQUAL LITE LINE 2901/4901 NOA. MIN, DISTANCE FROM EDGE OF VINYL IMPACT �ONCRETE IS 2-1/2'MIN. (6)114' TAPCONS JAMB THRU 1x PT BUCK SLIDING GLA S5 ANDERSEN SERIES 5800YMQDEL (4) 114'TAPCONS HEAD (4) 1/4" TAPCONS .01. DOOR VINYL WINDOW SILVER 5802 NON- Y MASONR SILL. MIN EMBED TO BE 1-1/4" JAMB (+25.2/-32.9) (f6um-50.0) NZA FL14998.5 N/A LINE IMPACT START 6" FROM TOP AND BOTT. 1,T'FIELL) MAX, Top ILICT ASPHALT ROOF CERTAINTEED VELOCITY HURRICANE LANDMARK ATTACHMENT METHOD AS PER PRODUCT APPROVAL FL5444 NIA SHINGLES LANDMARK ZONES. ROOFS LESS U20 SYNTHETIC ROOF FELT RHINOROOF ATTACHMENT MEfHOD AS PER PRODUCT APPROVAL 1`115216 N/A D226 FELT ��'��������� ������������ ��LJN0������� � �~m �������H����0�� kK����U��������� �U�L& .K-� U U �-� . U 13 BENT TREE DRI,ALM BEACH GARDENS, FL 33418 VE A(���^ /��11��1_qJ77 son erg gmai.com '^^~'"^^ ��"^/"�^ ��'^ ELL: /���1t���D_����� °-��^ `��^/.�°°°�� COPYRIGHT MATERIAL SHOWN HEREIN |8THE COPYRIGHTED PROPERTY OFROBERT F.G0N8ERGARCHITECT AND 8GSUCH SHALL NOT BEREPRODUCED |NWHOLE 0R |NPART WITHOUT THE WRITTEN PERMISSION OF G0DARCM|TECT. ����v»»»»»vNO. 6280 4�4 � OLIVE ����h�N�� .^^,~/��^~vv�~r�v��/����~ SAhJFORD FL 32771 1/19/2018 | ADDED MISSING EGRESS WINDOW &4KDATE | | DESCRIPTION �� KJ kp C Q X 2 2nd FLOOR +$1-1 1 1st FLOOR +p'• N nirv.r �irnrr 0 WEST ELEVATION SCAT F• 1/4" = V-0" STRUCTURAL: REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE 'N' WITH MININUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELS AS NECESSARY. MORTAR TYPE 'M' PER ASTM C 270. a. PUMP MIXES: LPUMP MIX FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C 476. ii.THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER/ARCHITECT. iii.ALL GROUT SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. iv.THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. b. REINFORCING: LVERTICAL: 1. ASTM A615 PER REINFORCING SECTION (GRADE 60) 2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 3. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF %1' FROM THE MASONRY. 4. VERTICAL REINFORCING SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN AS DEPICTED ON THE FOUNDATION PIAN. 5. VERTICAL STEEL REINFORCING EACH SIDE OF OPENINGS, IN REQUIRED AREAS, SHALL BE CONTINUOUS TO THE TIE -BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. ii.HORIZONTAL: 1. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULE. c. GENERAL: i.ALL REINFORCED MASONRY WORK SHALL CONFORM TO ACI 530.1-L.A.E./ ASCE 6-L.A.E. "SPECIFICATIONS FOR MASONRY STRUCTURES" (FM = 1900PSI) STRUCTURAL: 1. CONCRETE SHALL CONFORM TO ASTM C94-L.A.E. FOUNDATION AND SLAB TO BE 2500 PSI MIN COLUMNS AND BEAMS TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED OTHERWISE). ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-L.A.E & ACI 301-L.A.E. ALL CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH ACI 531-L.A.E. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: a. SLABS ON VAPOR BARRIERS-%" b. BEAMS AND COLUMNS -1-1/2" c. FORMED CONCRETE BELOW GRADE -2" d. UNFORMED CONCRETE BELOW GRADE - 3" 3. TYP. CONCRETE SLAB TO BE 2500 PSI 4" THICK MIN. W/ 6X6 10/10 W.W.M. ON 6 MILL POLYETHYLENE VAPOR BARRIER SHEETS TO OVERLAP 6" MIN AND TAPE JOINTS ON CLEAN A FILL COMPACTED TO 2500 PSF @ 95% VAPOR BARRIER TO BE LAID IMMEDIATELY AFTER TERMITE SOIL TREATMENT DENSITY. 4. STEEL PLACEMENT AND DETAILS, SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CRSI UNLESS OTHERWISE NOTED. 5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED FOR COLUMN, DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE REINFORCING AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE. 6. VERTICAL CELLS FOR MASONRY TO BE PUMP MIX FILLED AND SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUT SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. I 0 2' 4' 8' 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" DESIGN BASED ON TIMBER WITH 1100 PSI FB. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (U.O.N) DESIGN BASED ON WOOD WITH MINIMUM Fb=1100 PSI. 9. HEADERS TO BE (2) OR (3) 2X12'S WOOD FRAME BASED ON WALL THICKNESS. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1760 KSI OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 10. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: a. SHAPES, PLATES AND ANCHOR BOLTS -A36-81 b. A MACHINE BOLTS -A325 - L.A.E. c. TUBULAR -A500-L.A.E. A GRADE B (46KSI) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.W.S A5.1 310XX. 12. FOUNDATION REINFORCING SHALL BE LAPPED 48 BAR DIA. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS (OUTSIDE OF CORNERS ONLY) SAME SIZE AS HORIZONTAL FOUNDATION REINFORCING. NOTES: 1. IN THE EVENT OF MISSING DOWELS: EMBED #5 BAR MIN 8" INTO CONCRETE FOOTING AND EPDXY W/ "EPCON" EPDXY. LIMIT (2) MISSING BARS PER HOUSE MAXIMUM. NOTIFY ENGINEER IF MORE THAN (2) BARS ARE REQUIRED. 2. THE ENGINEER HAS PROVIDED BOTH CENTER LINE DIMENSIONS FOR MASONRY OPENINGS AND CENTER LINE DIMENSIONS FOR DOWEL PLACEMENT. CONTRACTOR IS TO VERIFY DIMENSIONS WITH WINDOW AND DOOR MANUFACTURER PRIOR TO CONSTRUCTION. WALL SHEATHING: 1. WALL SHEATHING SHALL BE 19/32" APA EXPOSURE 1 C -D SHEATHING GRADE PLYWOOD. PANELS TO BE INSTALLED AS PER FBC 2306.1 OR AS DESIGNATED ON PLANS, WHICH EVER IS MORE RESTRICTIVE. 2. ALL SHEATHING SHALL BE FASTENED AS "SHEAR WALL SEGMENT" TO STUD FRAMING W/10d COMMON NAILS AT 12" O.C. EXCEPT AT EDGE. THESE WILL REQUIRE 10d COMMON NAILS AT 4" O.C. MINIMUM (U.O.N.) ALL EXTERIOR WALLS ARE CONSIDERED SHEAR WALLS. FRAMING: 1. THE TRUSS LAYOUT SHOWN IN PLANS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPER -STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GIRDER TRUSSES BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE. 3. STRUCTURAL REVISIONS, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. 4. TRUSS DESIGNER MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN ROOF SHEATHING: 1. ROOF SHEATHING SHALL BE 19/32" APA EXPOSURE 1 C -D SHEATHING GRADE PLYWOOD. PANELS TO BE INSTALLED AS PER FBC. 2. ALL ROOF SHEATHING SHALL BE FASTENED AS "END ZONE" TO ROOF FRAMING W/ 10d COMMON OR 8d "RING SHANK" NAILS AT 6" O.C. 4 5 EAST ELEVATION SCALE: 1/4" = V-0" 0 2' 4' 8' SOUTH ELEVATION SCALE: 1/4" = V-0" 0 2' 4' 8' NORTH ELEVATION SCALE: 1/4" = V-0" 0 2 2nd FLOOR +8. 1 „ +�1st FLOOR �2 2nd FLOOR -� +8'-1" 1 1 st FLOOR ±Q 2' 4' 8' ROBERT F, SONBER ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 IL: rfsonberg@gmail.com NE: (561)691-9277 _: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. S0��C9,ij p a A d o NO. 6280 a r � Ar c .0le 1019 OLIVE AVENUE SANFORD, FL 32771 1/19/2018 1 ADDED MISSING EGRESS WINDOW MK I DATE I DESCRIPTION E PROJECT NO: 17-466-19 ISSUE DATE: 12/12/16 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I #### SHEET 3 OF 7 C2. U 2 �> r n � a� ✓� �,? . w a[g}�r r '•fir w.r f�,; k ! if •r 3/4" BATT INSULATION (SEE 3/4" BATT INSULATION (SEE ENERGY CALCULATIONS ENERGY CALCULATIONS FOR R -VALUE FOR R -VALUE SLIDING GLASS DOC 1/2" GYPSUM WALL BOARD ON — WOOD STUDS AT 24" O.0 1/2" GYPSUM WALL BOARD ON ----- WOOD STUDS AT24" O.0 1/2" GYPSUM WALL BOARD DOOR SCHEDULE): r .,'- •- •'. 1/2" GYPSUM WALLBOARD - ON 1X2 PT WD. FURRING 2X4 AT HEAD AND 2X4 AT HEAD AND ON 1X2 PT WD. FURRING STRIPS @ 16" O.C. ALUM. THRESHOLD JAMB JAMB is STRIPS 16" O.C. @ STUCCO FULL BED MASTIC ILI' STUCCO --- - 1x4 PT RING AT PERIMETER ...;, , ..... _ FUR �� `` �d :. ; 1x4 PT FURRING AT PERIMETER ' "' ' P7 BU CK SET IN FULL BED SEALANT AT PERIME :';': `':.•:_:; :• ;: 1X6 PT BUCK SET IN FULL BED 1::'::<:=;• :'::r;-.` MASTIC :il.:, is 1/2" EXPANSION JOIjj _ . MASTIC j PFZECAST CONCRETE • % FILLER v �' F I. LINTEL v. . SEALANT AT PERIMETER SHIM SPACE v v DOOR SEE DOOR SG 'HEDULE) = DOOR SEE DOOR SCHEDULE) G� DOOR (SEE DOOR IPI} FIN SCHEDULE) I DOOR SEE DOOR v OBERT F. SOMBER (3 SCHEDULE) RC H ITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 ..®. HEAD S.G.D. JAMB S.G.D. SILL IFOLD DR HEAD SIFOLD DR JAMS ® SCALE: 11/2"= V-0" D 3D 4D 5D SCALE: 11/2"= V-0" p 6" 12" 18" 0 6" 12" 18" SCALE: 11/2"= V-0" p 6" 12" 18" SCALE: 11/2"= V-0" p 6" 12" 18" SCALE: 11/2"= V-0" 0 6" 12" 18" MAIL: rfsonberg@gmail.com HONE: (561)691-9277 CELL: (561)460-5635 >' -- 8x8X16 CMU LAID RUNNING BOND ' SINGLE/DBL HUNG WINDOW (SEE WINDOW SCHEDULE) COPYRIGHT ��STUCCO `',:•:': s ::•: FILLED CELL EACH SIDE OF OPENING ---- WITH 145 VERTICAL FILLER WITH SOLID SURFACE SILLS SET IN FULL BED MASTIC MATERIAL SHOWN HEREIN IS THE COPYRIGHTED • -'- '•' •• 3000PS1 COARSE GROUT / 1x4 PT FURRING STRIP AT OPENINGS 1/2" GYPSUM WALL BOARD ON WOOD STUDS AT 24" O.0 1/2" GYPSUM WALL BOARD ON L- WOOD STUDS AT O.0 PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SEALANT 1x4 PT WD. FURRING STRIP AT OPENINGS / PERIMETER SEALANT WITH BACKING HEAD 2x4 AT HEAD AND SAID ARCHITECT. PERIMETER AND '• BACK BEDDING ;��.' 1x3 PT JAMB BLOCKING SET IN FULL / PRECAST OR POURED 2x4 AT AND JAMB JAMB /-�— e.: ,�.,.T ; . — BED MASTIC CONCRETE SILL W/1-#5 (2) COAT STUCCO ry�� of j �-7 —APPLICATION /8" . OVE THK R CMU = . - _ _ = ^► �E " " o ° ✓Q w 1x3 PT WD. BLOCKING SET IN FULL BED MASTIC �., 1/2" GYPSUM WALLBOARD SEALENT AT PERIMETER WITH BACKING :: � r ' - _ ; .. BATT INSULATION __..._.... ENERGY CALCULATIONS FOR R -VALUE ,% =- \` ---_ O ^` _ `� DOOR SEE DOOR ( .: ��Rj a -- :.., ---______ `" ,\ 1/2" GYPSUM ON 1x2 PT WD. FURRING DOOR (SEE DOUR - NO. 6280 SINGLE/DBL HUNG _ � STRIPS AT 16" O.C. VERTICAL SCHEDULE) SCHEDULE) �WINDOW (SEE WINDOW SCHEDULE) WINDHEAD WIND JAMS WING H -J -S POCKET DR HEAD BIFOLD DR SILL ' C SCALE: 1 1/2' — 1 -0' 0 6" 12' 18" 00" �✓ SCALE: 1 1/2"= V-0" p 6" 12" 18, (�` 5C osa Kietts 2C SCALE: 1 1/2"= V-0" 0 6" 12" 18" 1 �✓ SCALE: 1 1/2"= 1' 0" 0 6" 12" 18" SCALE: 1 1/2"= V-0" 0 6" 12" 18" 3/4" BATT INSULATION (SEE -- ENERGY CALCULATIONS 3/4" BATT INSULATION (SEE ENERGY CALCULATIONS / FOR R -VALUE _ _ SOLID CORE DOOR (SEE DOOR SCHEDULE) / 1019 OLIVE AVENUE SANFORD, FL, 32771 FOR R -VALUE 1/2" GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD - — ON 1x2 PT WD. FURRING ALUM. THRESHOLD SET IN ON 1x2 PT WD. FURRING STRIPS @ 16" O.C. STUCCO STRIPS @ 16" O.C. ' ' STUCCO j;`- = 1x4 PT FURRING AT PERIMETER FULL BED MASTIC 1/2" GYPSUM WALL BOARD ON — —WOOD STUDS AT 24" O.0 1x4 PT FURRING AT PERIMETER : • - 2x PT BUCK SET IN FULL BED ,.: s :::: 2x PT BUCK SET IN FULL BED MASTIC ----SEALANT ATPERIMETER 1x4 FRAME MASTIC BRICK MOLD AND SEALANT AT PERIMETER BRICK MOLD AND SEALANT ```'` AT PERIMETER ew —__ __-- - -__— SHIM SPACE 1/2" EXPANSION JOINT _. -FILLER _ ----------- --- SHIM SPACE DOOR FRAME (SEE DOOR i - — `` DOOR FRAME & DOOR(SEE SCHEDULE) --•-- DOOR SCHEDULE) DOOR (SEE DOOR p v SCHEDULE) DOOR (SEE DOOR - y SCHEDULE) EXT.DR HEAD EXT.DR JAMB EXT.DR SILL POCKET DR JAMES POCKET DR SILL 1 B " 2B "_ i— " *� 3 B SCALE: 1 1/2"= V-0" 4 B SCALE: 1 1/2"= V-0" 5B SCALE: 1 1/2"= V-0" SCALE: 1 1/2"= 1 -0' 0 6" 1z" 18" SCALE: 1 1/2 = 1 0 0 6" 12° 18" p 6" 12" 18" p 6" 12" 18° 6 6" 12" 18° BOTTOM CHORD OF TRUSS MK DATE DESCRIPTION 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALL BOARD ON RIGID INSULATION TO MATCH R- VALUE OF REQ'D ATTIC WD. STUDS AT 24" O.0 --, WD. STUDS AT 24" O.0 BLOWN OR BATT INSULATION. (SEE ENERGY w 2x4 AT HEAD 2x4 AT JAMB INSULATION CALC'S PROJECT NO: 17-466-19 DOOR (SEE DOOR /SCHEDULE) ISSUE DATE: 12/12/16 / }`> DRAWN BY: RFS _ `---.. DOOR (SEE DOOR -- ~ DOOR (SEE DOOR _ -� CHK'D BY: RFS SCHEDULE) SCHEDULE) C-- J� r PERMIT NO. #### 1x4 TRIM PLY'WD W/ 5/8" -TYPE 'X' GYPSUM BOARD BELOW A*jN INT. DR.SILL INT. DR. HEAD%% INT. DR. JAMB ATTIC ACCESS 1A 2A SCALE: 1 1/2"= 1'4" 0 6" 12" 18" 3A SCALE: 1 1/2"= V-0" 0 61, 12" 18" 4A SCALE: 3" = 1'-0" 0 3" 6" 9" SHEET 4 OF 7 SCALE: 1 1/2"= V-0" p 6" 12" 18" c Q O c:) O r N CV n M r -- r-- T tCS Cl. N i Z3 0 7 O O 0 (D W r - U Q cv .c L O L M 2 3 I 5 PERFORATED 'Z' $ a �•% �' RIDGE VENT FLASHING W/'Z' CLOSURE` IBERGLASS SHINGLE - SEALANT (AT VERTICAL LEG & UNDER'Z' GALV. ROOFING NAIL 30# F O©FING FELT LYWOOD DECKING r -FILED SHOWER ARE TO CEILING M. BATH B DR'M #2 RCHITECT 113 BENT TREE DRIVE RIDGE VENT ALM BEACH GARDENS, FL 33418 2DSCALE: 3/4" = 1'-0" p 1' 2' 3' 2x3 WOOD STUDS @ 24" O.C., PLUMBING WALL MAIL: rfsonberg@gmaii.com HONE: (561)691-9277 ELL: (561_)460-5635 TILE SHOWER 1/2'THICK DUROCK ATALL METALANCHOR FLANGE ._._2x4 TOP PLATE TILED BATOAREAS (4) BY MANUFACTURER BAR TOF BACK SPLASH EXTERIOR WALL W/1/4" x 3" TAPCONS COUNTERTOP COPYRIGHT 2x4 PT PLATE; W/ 3/16'!x 3"L _ TO CONC. TYP. (4) MATERIAL SHOWN HEREIN IS THE COPYRIGHTED TAPCONS AT 24" O.C. \ PLACES 2x2 COR ER PROPERTY OF ROBERT F. 50NBERG ARCHI FEC'T AND BRACKET AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR SLOPE TO DRAIN G q 4 1x6 BRACE IN PART WITHOUT THE WRITTEN PERMISSION OF CONDENSING UNIT u; 2x4 FRAME _ SAID ARCHITECT. co PARTITION BASE o � 2x4 PT BO �r-CABINT S o — SECURITY CAGE PLATE �991111)y� 4" 2500# CON C. �\ __ ���so 0 EQUIPTMENT PAD .. ° EXTEND MIN. 6" KICK PLATE AROUND ALL SIDES P J OF UNIT r NO. 6280 `lll4,1. (� SHOWER NC HOLD DOWN 3C KITCHEN COUNTER �+ S I, h "v t t s SCALE:3/4" = V-0" p 1' 2' 3' �-✓ SCALE:1/4" = T-0" p 2' 4 $ SCALE: = 1'-0" 0 �' 2' 4' 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON 19/32" APA EXPOSURE 1 C -D PLYWOOD SHEATHING CONTINUOUS OVER TWO OR MORE SUPPORTS GRAIN ` PERPENDICULAR TO TRUSS W/ 30# FELT PAPER TIN- 1019 OLIVE AVENUE TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK OR 10d COMMON 4" O.C. AT PERIMETER. SANFORD, FL 32771 REMAINDER OF ROOF TO BE NAILED AS END ZONE (6" O.C.) BRACE TOP OF BOTTOM TRUSS CHORD AS PER — ----- --- BLOWN INSULATION (SEE ENERGY CALCULATIONS FOR R-30) DETAILTHIS SHEET 5C/A-5 PRE-ENGINEERED WOOD ROOF TRUSSES A24" O.C. TYPICAL W/ 2x4 TOP PLATE ATTACHED 1 2APPROVED GALV TRUSS ANCHORS EACH END (SEE TRUSS TO 2x4 CROSS BRACE AT ANCHOR SCHEDULE. 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE BY 24" O.C. OR TRUSSES W/(2) 5 j - TRUSS ANCHORS PER CONNECTION SCHEDULE 'TEMKO' ON EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT 12d" NILS �� / -- --- PAPER TIN -TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d PERFERATEDALUMINUM SOFFIT -'�- RING SHANK OR 10d COMMON 4" O.G. AT PERIMETER. REMAINDER '— - = -- ----- - I -v OF ROOF TO BE NAILED AS END ZONE (6" O.C.) B _ ELEV TOP QE-BQNDBM �� i '�-� 1" FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR ALUMINUM METAL DRIP EDGE SCHEDULE) J PRE-ENGINEERED ROOF TRUSSES ``-- - 1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA 5/8" GYPSUM CEILING W/ 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH 1x3 FIRE STOP AT r v . OP FBM. / KNOCKDOWN FINISH CEILING TYPICAL 8'-1" WALLS 1/2" BOTH TO COMPLIES WITH FBC-R 702.3 T.. — -- -----ATTIC VENTILATION SCREEN SOFFIT VENTS AT 48" O.C. ATTACH DIRECTLY TO EL E -V. BO_T_T-OM OF-_LINTEL-,��- BOTT. CHORD "TRUSS OR A.F.F. 1" 6 "8 \\ DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA CROSS BRACE. 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) 1X3 PT FIRE STOP J �, - _ � � 1x4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSUL.) TYPICAL AT CEILING \ ..••. PERFERATEDALUMINUM SOFFIT SEE FLOOR PLAN FOR WINDOW TYPE, SIZE, ANCHORING GLAZING TO BE IMPACT RESISTANT PER ~` CAVITY CAP DADS COUNTY BELOW BOND _ SEE LINTEL SCHEDULE --- SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL BEAM -� \� 2X4 WD STUDS AT 24" O.C. / WINDOWS 4" WIDE x 5/8" THICK. STUCCO APPLICATION OF HI -RIB FELT co ---- SEALANT AT PERIMETER �OVER�® ....... BACKED DIAMOND RIBLATH (3 PART 1/2" DRYWALL EACH SIDE / APPLICATION) SCRATCH, BROWN AND SKIP IMED AND PAINTED v2^ LIVING TROWEL FINISH. —PR POURED OR PRECAST CONCRETE SILL W/ 1-#5 REINF. ��I�CI� W/TEXTURED FINISH - - ------ CMU BLOCK COLUMN _ 1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL b BACKED FIBERGLASS INSULATION BETWEEN (R4.1) MK DATE DESCRIPTION 8x8xl6 CMU LAID RUNNING BOND WITH 5/8" THICK FIRE STOPS NOT TO EXCEED 8'-0" 2x4 PT SYP BOTT. PLATE CO ATTACHED TO COPLATE FLOOR STUCCO (2) COAT APPLICATION. WITH HELTI'DN' PINS (.145 x 2- 10 WOOD BASE - 1/2"L CO- 24"O.C.) 1-1/2" RECESS WATERSTOPATSLAB CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING EDGE. USE 9" HIGH STARTER COURSE �— WOOD BASE PROJECT NO: 17-466-19 . �--/-- SIZE AND REINF. CMU SET IN FULL BED MORTAR. .ELEV_IQP9F�LAB I 0+00 _ — — — — ISSUE DATE: 12/12/16 co S` SLOPE GRADE FROM HOUSE FOR _ A i � DRAINAGE � \� 00 � NOTE: WALLS PERPENDICULAR DRAWN BY: RFS TO TRUSSES SIMILAR CHK'D BY: RFS PERMIT NO. #### SEE FOOTING SCHEDULE FOR SIZE \ /\ - - AND CONFIGURATION TYPICAL EXTERIOR WALL PORCH COLUMN INT. NON -LOAD BEARING Imm 1A SCALE. 3/4 = 1 0 0 1' 2' 3' SHEET 5 OF 7 �A SCALE: 3/4 - 1 0 p �� z' 3' '`/ SCALE: = 1'-0" p �� 2' 3' ( I yX 1x6 BRACE IN PART WITHOUT THE WRITTEN PERMISSION OF CONDENSING UNIT u; 2x4 FRAME _ SAID ARCHITECT. co PARTITION BASE o � 2x4 PT BO �r-CABINT S o — SECURITY CAGE PLATE �991111)y� 4" 2500# CON C. �\ __ ���so 0 EQUIPTMENT PAD .. ° EXTEND MIN. 6" KICK PLATE AROUND ALL SIDES P J OF UNIT r NO. 6280 `lll4,1. (� SHOWER NC HOLD DOWN 3C KITCHEN COUNTER �+ S I, h "v t t s SCALE:3/4" = V-0" p 1' 2' 3' �-✓ SCALE:1/4" = T-0" p 2' 4 $ SCALE: = 1'-0" 0 �' 2' 4' 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON 19/32" APA EXPOSURE 1 C -D PLYWOOD SHEATHING CONTINUOUS OVER TWO OR MORE SUPPORTS GRAIN ` PERPENDICULAR TO TRUSS W/ 30# FELT PAPER TIN- 1019 OLIVE AVENUE TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK OR 10d COMMON 4" O.C. AT PERIMETER. SANFORD, FL 32771 REMAINDER OF ROOF TO BE NAILED AS END ZONE (6" O.C.) BRACE TOP OF BOTTOM TRUSS CHORD AS PER — ----- --- BLOWN INSULATION (SEE ENERGY CALCULATIONS FOR R-30) DETAILTHIS SHEET 5C/A-5 PRE-ENGINEERED WOOD ROOF TRUSSES A24" O.C. TYPICAL W/ 2x4 TOP PLATE ATTACHED 1 2APPROVED GALV TRUSS ANCHORS EACH END (SEE TRUSS TO 2x4 CROSS BRACE AT ANCHOR SCHEDULE. 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE BY 24" O.C. OR TRUSSES W/(2) 5 j - TRUSS ANCHORS PER CONNECTION SCHEDULE 'TEMKO' ON EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT 12d" NILS �� / -- --- PAPER TIN -TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d PERFERATEDALUMINUM SOFFIT -'�- RING SHANK OR 10d COMMON 4" O.G. AT PERIMETER. REMAINDER '— - = -- ----- - I -v OF ROOF TO BE NAILED AS END ZONE (6" O.C.) B _ ELEV TOP QE-BQNDBM �� i '�-� 1" FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR ALUMINUM METAL DRIP EDGE SCHEDULE) J PRE-ENGINEERED ROOF TRUSSES ``-- - 1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA 5/8" GYPSUM CEILING W/ 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH 1x3 FIRE STOP AT r v . OP FBM. / KNOCKDOWN FINISH CEILING TYPICAL 8'-1" WALLS 1/2" BOTH TO COMPLIES WITH FBC-R 702.3 T.. — -- -----ATTIC VENTILATION SCREEN SOFFIT VENTS AT 48" O.C. ATTACH DIRECTLY TO EL E -V. BO_T_T-OM OF-_LINTEL-,��- BOTT. CHORD "TRUSS OR A.F.F. 1" 6 "8 \\ DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA CROSS BRACE. 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) 1X3 PT FIRE STOP J �, - _ � � 1x4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSUL.) TYPICAL AT CEILING \ ..••. PERFERATEDALUMINUM SOFFIT SEE FLOOR PLAN FOR WINDOW TYPE, SIZE, ANCHORING GLAZING TO BE IMPACT RESISTANT PER ~` CAVITY CAP DADS COUNTY BELOW BOND _ SEE LINTEL SCHEDULE --- SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL BEAM -� \� 2X4 WD STUDS AT 24" O.C. / WINDOWS 4" WIDE x 5/8" THICK. STUCCO APPLICATION OF HI -RIB FELT co ---- SEALANT AT PERIMETER �OVER�® ....... BACKED DIAMOND RIBLATH (3 PART 1/2" DRYWALL EACH SIDE / APPLICATION) SCRATCH, BROWN AND SKIP IMED AND PAINTED v2^ LIVING TROWEL FINISH. —PR POURED OR PRECAST CONCRETE SILL W/ 1-#5 REINF. ��I�CI� W/TEXTURED FINISH - - ------ CMU BLOCK COLUMN _ 1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL b BACKED FIBERGLASS INSULATION BETWEEN (R4.1) MK DATE DESCRIPTION 8x8xl6 CMU LAID RUNNING BOND WITH 5/8" THICK FIRE STOPS NOT TO EXCEED 8'-0" 2x4 PT SYP BOTT. PLATE CO ATTACHED TO COPLATE FLOOR STUCCO (2) COAT APPLICATION. WITH HELTI'DN' PINS (.145 x 2- 10 WOOD BASE - 1/2"L CO- 24"O.C.) 1-1/2" RECESS WATERSTOPATSLAB CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING EDGE. USE 9" HIGH STARTER COURSE �— WOOD BASE PROJECT NO: 17-466-19 . �--/-- SIZE AND REINF. CMU SET IN FULL BED MORTAR. .ELEV_IQP9F�LAB I 0+00 _ — — — — ISSUE DATE: 12/12/16 co S` SLOPE GRADE FROM HOUSE FOR _ A i � DRAINAGE � \� 00 � NOTE: WALLS PERPENDICULAR DRAWN BY: RFS TO TRUSSES SIMILAR CHK'D BY: RFS PERMIT NO. #### SEE FOOTING SCHEDULE FOR SIZE \ /\ - - AND CONFIGURATION TYPICAL EXTERIOR WALL PORCH COLUMN INT. NON -LOAD BEARING Imm 1A SCALE. 3/4 = 1 0 0 1' 2' 3' SHEET 5 OF 7 �A SCALE: 3/4 - 1 0 p �� z' 3' '`/ SCALE: = 1'-0" p �� 2' 3' ( I 1 ROOF AREA: = 1534.44 SQ.FT ROOF AREA/300 = 5.11 SQ.FT. D ROOF PERIMETER:= 154.6 -7 F. REQ'D AREA UPPER AND LOWER VENTS: 2.56 SQ.FT LOWER VENTS (6"x23") =.93 SQ.FT x 67%NFA = 0.64 SQ.FT. /VENT LOWER VENTS REQ'D = AREA/NFA:= 4 REQ'D USE: $ MAX. SPACING OF VENTS = PERIMETER/VENTS REQ'D OTAL NUMBER OF VENTS/PERIMETER:= 39 FT. O.C. SPACING UPPER RIDGE VENTS 1'x4' OFF RIDGE VENT NFA 67%= 2.68 SQ.FT. /FOOT UPPER VENTS REQ'D = AREA/NFA:= 1 C l truss engineering 8-2-17 SCALE: 1' = 1'-0" 0 1/2" V 2" N 3 Q ROOF FRAMING SCALE: 1/4" = V-0" �.,.., -- v O a o� 0 —11 O 1 ;12'0' BLK .RT. FILL CELL )ARSE GROUT rul 5 811 10-02-00 14-10-00 INDICATES 8x12'0' BLK W/(2) # 5'S VERT. FILL CELL W/3000PSI COARSE GROUT 5141 H. B. 41-211 1 0- 0- a- D- F-1 p. nh JI I fl :,lA ♦ L , i r u vv 4 I r 2 w ILL! p"(1104N+ is 9. ' M . id. F- w 1 Ro ( ) I () F, 3 it d r ra �✓ yc , MEN 0 CD C 0 5N ! A4 © { T V 'da R 4 II 1 4 bfj'f� ���dd a° CD C yFr u ria t r n a 3J3 TYPE` {. GCaM, F�OSiTE 3 ,l .d S �1* GRAWITIf ! :i. APPLIED SAFE UPLII~'i;, !K I FF ---4I ,>, . , .. , .. , . ! !! QERTH GkAV.,I'1('LOAD ,. t f ,1d -.LOAD Dl,,, I V°n• 4 S G\ :;� 4 ` 4 I A `r, +,!.iy, -- zza# . ,,•, , , ' Cf5pe 4" CONC. SLAB 2500 PSI CONCRETE n! w`:LOAD p, ;UPLIFT' J5_ 1'r 1 F{ l A ,i C 139# PRECAST 8F16 1T/113 186# p.�tf/ a 656# 6113/PLF 400/PLF A0 4 -P L-2 4'-6" PRECAST 1 700/PLF 6113/PLF C 2724/PLF 1 1 _L._-3 _ 4'-6� - _PRECAST _ 8F,16.1,T/l B _ 700/PELF __ _ 6 113/PLF - , -TQO/PLF -7-24/PV - i L-4 10'-6" PRECAST 8F12 1 T/1 B 400/PLF 1652/PLF 400/PLF 552/PLF V45 MITER (1) END L-5 4'-6" PRECAST 8F161T/lB 400/PLF 6113/PLF 400/PLF 0 -6 ACCORDANCE WITH RULES AND LAWS ,PRECAST �8,RF14j\1T/9 B A 4001PLF /,.. / 436Q/PLF/` 4Q0/PLF / 2635/P4F•., \._ , A RECFSSFD- .)' "--_- L-7 5'-10" PRECAST 8111 1 T/1 B \ 2622/PLF 400/PLF 1492/PLF 45 MITER -(4) END L-8 5'-10" PRECAST 8F161T/1B 700/PLF 4360/PLF 700/PLF 2093PLF I 0 6'-6" PRECAST �r° 400/PLF 2177/PLF 400/PLF 1340/PLF 45 MITER (1) END L-10 5'-10" PRECAST 8F16 1T/113 400/PLF 4360/PLF 400/PLF 2093/PLF I L-11 4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED 710 14'-8" PRECAST 8F12 2T/1B 300/PLF 783/PLF 300/PLF 390/PLF 45 MITER 1 END i ICE MAKER I i I IN SLAB i I^---- I I ii PROVIDE #5 36"x36" 0 I I CORNER BARS IN FOOTING L---- i - ---------------T--- T-- - v01 AT EACH CORNER I TRANSITION (1)TOPAND (2) II I BOTT.(ALL CORNERS) I I OR I EGRESS Q g° B. F—/ 3--0" 41.611 2--n❑ 3'-6" 41-011 31-211 41-0" J ll Ir Ir 13'-10" 01 d) a 3C C AO O 5.1 I— ---- -" 01 06 1 LU 2 �i y o 01 g01 166# 22"x36' ATTIC ACCESS; 1 SEE DET. 4A/A5.0 ING �1LL M CONNECTO S < dLo Lo�. 01 i 02 471# 6g0# 03 2 2 04 C XJ5 J5F 0 o. CD O C3 J �f7 C rs!@111%1— �1 r FKNOWN %a Y4f H;�.4'a>•�.. J 1 x ?LL Lo L —7 LTJ- — -W — — W-- — — —U — —✓�\ U U W W W W Q ROOF FRAMING SCALE: 1/4" = V-0" �.,.., -- v O a o� 0 —11 O 1 ;12'0' BLK .RT. FILL CELL )ARSE GROUT rul 5 811 2'-10" 14'-10" INDICATES 8x12'0' BLK W/(2) # 5'S VERT. FILL CELL W/3000PSI COARSE GROUT 5141 H. B. 41-211 1 F-5 F-1 p. nh JI I fl :,lA ♦ L , i r u vv 4 I r ,$ '7ai ,,.. A is 9. ' M . id. ------------------ --------_-------co 1 d F, 1--------- it d r ra �✓ I , MEN 1 W 0 5N ! A4 © { T V 'da R 4 II 5 r I t r n a LE Iii TYPE` {. GCaM, F�OSiTE ra .t.,i li y AwP IER.. ,l .d S �1* GRAWITIf ! :i. APPLIED SAFE UPLII~'i;, R M" RIC I FF ---4I ,>, . , .. , .. , . ! !! QERTH GkAV.,I'1('LOAD ,. t f ,1d -.LOAD Dl,,, I V°n• 4 S G\ :;� 4 ` 4 I A `r, +,!.iy, r.I s,,.. ," ,r,", ,;,,,.. , ;.' , . ,,•, , , ' "ABEAM I 4" CONC. SLAB 2500 PSI CONCRETE n! w`:LOAD p, ;UPLIFT' h ,�:; 1'r 1 F{ l A ,i L-1 4'-6" PRECAST 8F16 1T/113 400/PLF 6113/PLF 400/PLF 2724/PLF L-2 4'-6" PRECAST 8F16 1 T/1 B 700/PLF 6113/PLF 700/PLF 2724/PLF _L._-3 _ 4'-6� - _PRECAST _ 8F,16.1,T/l B _ 700/PELF __ _ 6 113/PLF - , -TQO/PLF -7-24/PV - i L-4 10'-6" PRECAST 8F12 1 T/1 B 400/PLF 1652/PLF 400/PLF 552/PLF V45 MITER (1) END L-5 4'-6" PRECAST 8F161T/lB 400/PLF 6113/PLF 400/PLF 2724/PLF -6 ACCORDANCE WITH RULES AND LAWS ,PRECAST �8,RF14j\1T/9 B A 4001PLF /,.. / 436Q/PLF/` 4Q0/PLF / 2635/P4F•., \._ , A RECFSSFD- .)' "--_- L-7 5'-10" PRECAST 8111 1 T/1 B 400/PLF 2622/PLF 400/PLF 1492/PLF 45 MITER -(4) END L-8 5'-10" PRECAST 8F161T/1B 700/PLF 4360/PLF 700/PLF 2093PLF L-9 6'-6" PRECAST 8F12 1T/113 400/PLF 2177/PLF 400/PLF 1340/PLF 45 MITER (1) END L-10 5'-10" PRECAST 8F16 1T/113 400/PLF 4360/PLF 400/PLF 2093/PLF I L-11 4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-12 14'-8" PRECAST 8F12 2T/1B 300/PLF 783/PLF 300/PLF 390/PLF 45 MITER 1 END Q ROOF FRAMING SCALE: 1/4" = V-0" �.,.., -- v O a o� 0 —11 O 1 ;12'0' BLK .RT. FILL CELL )ARSE GROUT rul 5 811 2'-10" 14'-10" INDICATES 8x12'0' BLK W/(2) # 5'S VERT. FILL CELL W/3000PSI COARSE GROUT 5141 H. B. 41-211 1 F-5 F-1 ------------------ --------_-------co co 1--------- �- - I x� INDICATES '1-#5 VEF rICAL FILLED CELL W/300C DSI I i COARSE GROUT. P OVIDE CLEANOUT AT BASE OF COUM I i i i i i i i I I .._........._._______� i I i I I FF ---4I I A. i `l I 4" CONC. SLAB 2500 PSI CONCRETE n! I 6 W/FIBER MESH ON 6MIL I ( POLYETHYELENE VAPOR BARRIER ( (TAPED SEAMS) ON CLEAN i COMPACTED FILL, 200OPSF BEARING I VALUE, 95% DENSITY. SOIL TO BE I TERMITE TREATED PRIOR TO POURING SLAB BYAFLORIDA I I LICENSED EXTERMINATOR. I TREATMENT WAS DONE IN F- ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA j I I DEPARTMENT OF AGRICULTURALAND I CONSUMER SERVICES. I I I W I al I 50G F �/ I °' /4" CU. LINE TO i ICE MAKER I i I IN SLAB i I^---- I I ii PROVIDE #5 36"x36" I - I I CORNER BARS IN FOOTING L---- i - ---------------T--- T-- - AT EACH CORNER I TRANSITION (1)TOPAND (2) II I BOTT.(ALL CORNERS) I I OR I EGRESS Q g° B. F—/ 3--0" 41.611 2--n❑ 3'-6" 41-011 31-211 41-0" J ll Ir Ir 13'-10" S — -1 31 FOUNDATION PLAN SCALE: 1/4" = V-0" 0 2' 4' g' 245 REINF. BOTT #4 CONT ,f "V • it 1� 3 — �M r r r :,K g x. . �> r^ 4 a, 4 req.. •r Ir3 I L 1 � 1-8II I_ � 3-0" 1'&01,40 R v r a tC'owse "aha m. _ al (1) # 5 CONT. 4 m to Ft�GTI NGs 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 ;MAIL: rfsonberg@gmail.com 'HONE: (561)691-9277 ;ELL: (561)460-5635 , ,ow 7 O O N L C'O r r d' r C Cl.. U a� O Ca C) r r (c3 N .n C') C7) r Imo. d' U O L N U U O m Q) U 1 i ELECTRICAL NOTES: 1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED. 2. WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION. 4. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 6. PROVIDE NOWFUSEIBLE GENERAL DUTY SAFTY SWITCHES AT AIR CONDITIONING EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 8. ELECTRICAL FIXTURES TRIM ANDAPPLIANCES SHALL BE 'UL' APPROVED AND AS SELECTED BY OWNER. 9. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND TV OUTLETS AS SHOWN ON PLANS. 10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTICALS ON EACH CIRCUIT. 11. ALL RECEPTICALS AT COUNTERS SHALL BE GFI PROTECTED. 12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8 13. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP AND SHALL BE WIRED IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPTICALE AND LIGHTING OUTLETS IN BEDROOMS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS. 15. ALL SWITCH PLATES TO BE INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTED. 3/4" DIAM PVC EMPTY' c CONDUIT TO ATTIC "JB" �• 150 AMP INTERSYSTEM MAIN PANEI BONDING ,� Arr TERMINATION NEMA 1 W/#6 BARE CU. PANEL W/ GRD. (LOC. MAIN DISC NEAR METER) 10K A.I.C. (3) #1 AWG THW CU _. ___- IN 1-1/2" RIGID CONDUIT B A �O.H. WEATHERHEAD 2 "GALV.RIGID CONDUIT FOR FP&L SERVICE FP&L METER WEATHERPROOF) r s - 0 t � i PLUMBING NOTES: 1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPTMENT TO INSTALL A COMPLETE AND OPERATING SYSTEM. 2. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS AS PART OF HIS BID. 3. THE PLUMBING CONTRAACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMENSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. 4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (CVPC PIPES) INITIAL BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER DIAGRAM), AND WATER PIPES. 5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES. 6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER. 7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES INTO WHICH THEY ARE INSTALLED. 8. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE %" ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. 9. EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF'/" PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH '/" ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING. DO NOT TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. 10. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT. 11. WRAP ALL RISERS WITH APPROVED EXPANDING SEALANT AT PENETRATION OF SLAB. 12. SANITARY PIPES SHALL BE PVC (SCHEDULE 40) APPROVED BY FLORIDA BUILDING OFFICAL HAVING JURISDICTION. 13. WASTE AND VENT SANITARY PIPING SHALL SLOPE %d' PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR OTHERS. 14. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100PS1 FOR A MINIMUM OF ONE HOUR ANY LEAKS DETECTED TO BE RE -SOLDERED. 15. SANITARY PIPING SHALL BE FILLED WITH FIVE (5) FOOT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST. 16. ALL BACK FILL AND EXCAVATION AS REQUIRED SHALL BE PART OF THIS CONTRACT. SYMBOL DESCRIPTION - RECESSED (HIGH HAT) LIGHT FIXTURE _ DUPLEX RECEPTACLE @ 12" A.F.F. C VAPOR PROOF LIGHT Viz, ��pp ,r �t,r �� K F'�r�?Sii �` ..'� T�W:P��D+'l ` � DUPLEX RECEPT. UNDER COUNTER © DATA GRIM DUPLEX RECEPTACLE GRD. FAULT CURRENT WATERPROOF TV PRE WIRED CATV JACK 2 ATER CLOSET 2 3 -- AC SUPPLY REGISTER GFIIC DUPLEX RECEPTACLE COUNTER HEIGHT 4 AC RETURN REGISTER I ,_ r - KEYLESS W/P.C. & RECEPT BATHTUB JUNCTION BOX 2 QUADPLEX RECEPTACLE 1 2 DUPLEX RECEPTACLE TOP RECEPT. SWITCHED FA FIRE ALARM 20 DED. SINGLE POLE APPLIANCE RECEPT 48" A.F.F. __ _ PIPE CPUC OR COPPER LINE AND A 1" METER EXHAUST FAN -� 220 VOLT RECEPTACLE @ 12" A.F.F. ASHER NEW EMERGENCY LIGHTS 1/20 1/2" 1,500 GFI FLUSH FLOOR DUPLEX RECEPT. IC INTERCOM 20 ECURITY LIGHTS SINGLE POLE SWITCH ® VOLUME CONTROL 1/15 1/2" 3 THREE WAY SWITCH �� l\ EXIT LIGI-IT �4 ___� FOUR WAY SWITCH -+'�-• SPRINKLER HEAD 24 �� DIMMER SWITCH Cj� - DISCONNECT SWITCH os OCCUPANCY CONTROL SENSOR 26 ELECTRICAL PANEL -�} UNDER CABINET MINI HALOGEN LIGH-T g METER BY FLORIDA POWER &LIGHT _ 60 +s -s METAL HALIDE LIGHT - WALL MTD. 175 W R3 �T - THERMOSTAT 29 PUSH BUTTON GARAGE DR OP'NR MTD 60" A.F.F. FAPS FIRE ALARM AND PULL STATION FLUORESCENT LIGHT FIXTURE W/ TELEPHONE JACK EMERGENCY LIGHT ELECTRICAL NOTES: ALL RECEPTICALS TO BE TAMPER PROOF ALL BEDROOM, LIVING, FAMILY DEN, LIBRARIES ROOMS ETC TO HAVE RECEPTACLES THATARE ARC - FAULT PROTECTED ALL LUMINARIES SHALL COMPLY 410.73.G. NEC BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS .y e ±l, }yby a j>I/�'�\� &r�.�P• r y,9 , Y1' �`q / •• 1lA�a• �1�R, 5.! rr ',`� p Nr ` 9 b '4�i S 5 •f • N.. i#4 4'at+ Rh`Nra^+3F .' tl $+4�� 'fit.. oP. ij Y aa§y # ` k�` H dF � , � �. � ^�� '� v}l}����l!b,, t �. Viz, ��pp ,r �t,r �� K F'�r�?Sii �` ..'� T�W:P��D+'l ` � �� rrt � r � s' ,+l:xi.+i��,,!Fe. , ��`. ASHING MACHINE 1 2 2 DISHWASHER 1 2 2 ATER CLOSET 2 3 6 LAVATORY 2 2 4 SHOWER 1 2 2 BATHTUB 1 2 2 KITCHEN SINK 1 2 2 16 TOTAL: 20 F.U. = 20 IS BETWEEN 19-55 REQUIRES 1" DIA. PIPE CPUC OR COPPER LINE AND A 1" METER 3 PLUMING PLAN SCALE:1/4" = 1'-0" p 2' 4' s' �� I 3J�� I .\�I 2 A� i I � � RFS I e� j ` ` �Nr I �� I �� I �� I i� I �/ P i Q I C i l ^,�, c �5�-Q'� � Z � I syy I I � �\�� I � ��2� I � R c� I SNI EFFI �� 5\N 2 J I I EW gP� � 110 3 Q�G �J�� 3 �G �gP� `�A�,yR ��F</FF v� I zln� `L � OA2 GO G. P �O 411 PLUMBING RISER DIAGRAM SCALE:1/4" = V-0" p 2' 4' 8' r _.. I \ I\ J I COVERED PATIO i T" I \� w i I GFIC/WR rtt \\ 11 u / \ OI 4" DIA METAL x \ I r RND DUCT - F { \ I ` J` . \ / THRU WALL. 0 UTIL ' / 1 I -.\ t 1 M. BEDROOM / t\ t t x NH/�LVESABV / _�afl x� / SOl V. . L E M.BAT \� � • �• �, � � 4 � DINING 0 METER & DISC COMBO RANGER COMBO +6"A. F. F. u 7 C h DISHWP N.I.C. LIVING ROOM �� rfflb;� :� \ GFIC/WR COVERED ENTRY �.r-. 'A' THRU ROOF i SD BEDROOM #2 w ur .WH CLO 30A 2P DIISSC�. SD I INA IC i � I� u¢i T � r 'L__ cLo _,:_ �~ 30A 2P DISC. FQ FICE ELECTRICAL PLAN SCALE:1/4" = V-0" EGRESS 1A 5.1 r .., _ �. r Al 113 BENT TREE DRIVE 'ALM BEACH GARDENS, FL 3341_$ EMAIL: rfsonberg@gmaii.com 'HONE: (561)691-9277 CELL: 561 460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUTTHE WRITTEN PERMISSION OF SAID ARCHITECT. N 2C `-n°° a t2 A5.1 ,° a r N 60 80 w i d :< I � � �r` IA��FYd °°°°�R�� Abe GFIC/WR SVC. 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WIRE 1 A/C COMP #1 #10 3 >BR'KR - CONDUIT 2/30 1" `LOAD `° --- #. 2 4 DESCRIPTION .; •. ; IR HANDLER #1 KW H.S. 65% WIRE ` #10 'BR'KR CONDUIT ;LOAD 2/30 1/2" 3,250 5 RANGE #6 7 2/60 - 12,00 --- 6 8 RYER #10 2/30 1/2" 5,000 9 SMALL APPLIANCE (GFI #12 11 SMALLAPPLIANCE(GFI) #12 1/20 1/2" 1/20 1/2" 1,50 1,50 10 12 LEC WATER HEATER OGAL. #10 2/25 1/2" 4,500 13 SMALLAPPLIANCE(GFI) #12 1/20 1/2" 1,50 14 FI RECEPTACLES #12 1/20 1/2" 1,080 15 GENERAL LIGHTING #14 1/'15 1/2" 90 16 EFRIGERATOR #12 1/20 1/2" 1,200 17 GENERAL LIGHTING #14 1/15 1/2" 90 '18 ASHER #12 1/20 1/2" 1,500 19 GENERAL LIGHTING #14 1/15 1/2" 90 20 ECURITY LIGHTS #12 1/20 1/2" 1,100 21 GENERAL LIGHTING #14 1/15 1/2" 90 22 EILING FANS #14 1/15 1/2" 800 23 MICROWAVE #12 1/20 1/2" 1,20 24 =FIC #12 1/20 1/2" 1,080 25 DISHWASHER #12 1/20 1/'2" 1,20 26 27 GARBAGE DISPOSAL #12 1/20 '1/2" 60 28 29 30 31 32 33 34 35 36 37 38 39 40 41 TOTAUVA 23,10 42 TOTAL:VA 16,260 BUILDING SQ. FT. 108 Q.FT. 814. PER CKT x 3WATrS/SQ.FT. 325 ATTS DIVIDED BY NO. OF GENERAL LIGHTING CIRCUIT: LOAD CAL CUL ATIONS: 1 ST 10,000W @ 100%= 10,000 WATTS REMAINDER @40%= 11,744 WATTS AIR HANDLER H.S.= 3,250 WATTS WArrs VAN=AMPS: 104.1 MPS USE: 15 MPS 1019 OLIVE AVENUE SANFORD, FL 32771 1/19/2018 1 ADDED MISSING EGRESS WINDOW rr