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HomeMy WebLinkAbout111 Academy Ave #12-514- AdditionPERMIT ADDRESS --)I% (a(,eOr-^,W 6&00-�t, CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CON'T'RAC'T'OR Kul i X0 � d SUBDIVISION PERMIT # A) =� 7� DNI'E PERMIT DESCRIP'T'ION fl GtGz� PERMIT VALUNTION c3 O SQUARE: FOOTAGE MECHANICAL CONTRACTO PLUMBING CONTRACTOR n MISCELLANEOUS CONTRACTOR d PEItivlt'I' NUMBER FEE MISCELLANEOUS CON'TRAC'TOR PERMIT NUMBER FEE �1 111 ACADEMY AVE. SANFORD FL 32771.: I I REVISION AND DATE ITEM 10 I REVISED PER CLIENT 12/6/11 SCALE DOWN REVISION LEGAL DESCRIPTION LEG LOT 41 ACADEMY MANOR UNIT I f'513 PG 93 PARCEL I.D.#: Parcel I d : 35- I -30-515-0000 -0410 SCOPE OF WORK CONSTRUCT i�ROP05ED CONCRETE ADDITION CONTAINING 5ATH,GLO5ET AND OPirIGE TO EXISTING SINGLE 5TORY,5IN6,LE FAMILY CONCRETE STRUCTURE, PAINT EXT. TO MATCH EXI5TING. VA�vF���6utiL�a'rr�� iv�rr~,�r��Y 1'LANI AFt aEV15WE1� 9HAL!.�E r A LIGFiJSE ro PRC3 r5,) Wffl! t�1-�Ji� fti5FtNil C. A F'RRMI'T ISEU r- (U - i\��'rI.{t�RITY 70 '110 TE E'F�Sy54��! F� DF THE �iUc�tt�t Arta F3��' A'N' sIo�x,P�1lY %Afv'c -:, • • y `ar' �; Y851t�Jit, .gh+ in Dir1G "�=�c��1;��v4,� '��`�y,r',•L���144 �'>fi��W�.irliX ,LG•�^G- � r (` AREA TA B U LAT I O N tart rl� RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE: 407-682-4052 FAX 407-682-3841 FRC C 5EE;1 CONCRF-TE ADD. 2aa 5Q. FT. EX15TINC7 5TRUC TURF_ 1,051 ea.FT. I551� TOTAL 50. FT. ----PERMITs {� SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES DB ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DPROJECT MANAGEMENT SNM11L2'1jTq lnC Phone: (305)230-5507 "We Bring Visions To 14fe" Email: ddbsweet@earthlink.net PLAN FOR: LASHEA AND LINDEN ROBINSON 111 ACADEMY AVE. ADDRESS: SANF®RD, FLA. DATE: 02/2010 SCALE: PAGE: DEC 13 2011 PROP. I . D ,#: 35-19-30-515-0000-04 10 SEAL cc Lu 0- C WINDSPE'j) 120 MPH WIND IMPOIRINNCE FACTOR = 1.0 WIND EXP❑SJf�, GATAG❑RY = "B' EXT. C❑MP❑Nf N't- AND CLADDING = 12.5 TO – 193 PSI WIND❑W PRESSURE = + .23.6 TO – 25.1 PSF INTERI❑R PRESSURE:. _ + 25.9 'I❑ – 28.1 PSF QIMEMSI❑NS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREAS TO BE ARC E AUL"I. 'NOTE:IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR T6• REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS ANO'.REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD. ALL DIMEEN51ON5 AND CONDITIONS MUST E3E FIELD VERII;IED 15Y CONTRACTOR AND/OR OWNER N DENOTES 05 I3AR IN — HILLED CELL. o S'-0' O.C. M CORNER5, JAMBS t ENDS C .l . ---LL- n, -LL_ PROP. FLOOR PLAN 1/4'=1'-0" REVISION AND DATE Q REVISION PER CLIENT 10/12/11 ELECTRICAL ECEND SYMBOL DESCRIPTION _o DUPLEX RECE TACLE =41/2 S.W.1/2 SWITCHED DUPLEX RECEPTACLE =@GFI GFI PROTECTS RECEPTALCE ='I WP/FI WEATHERPROOF /GFI PROTECTED RECEPTACLE �s SINGLE RECEP ACLE 220 VOLT OU LET =®CLc. DUPLEX RECEPTACLE (CEILING MOUNTED) `.� SINGLE POLE'SINGE THROW SWITCH 13 3—WAY SWITC �a 4—WAY SWITC - CEILING MOUNTED INCANDESCENT FIXTURE SUSPENDED I CANDESCENT FIXTURE RECESSED INC NDESCENT FIXTURE wT RECESSED WA" ER-ricH-r INCANDESCENT FIXTURE O RECESSED EY BALL INCANDESCENT FIXTURE F ---O— FLOURESCENT LIGHTING FIXTURE I--0 WALL MOUNTS FIXTURE y FLOOD LIGHT 0 TELEPHONE 6 DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES TV CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE SD SMOKE DETECTOR —© THERMOSTAT CD CARBON MONOXIDE DETECTOR LEGEND PROP. V CONG. WALL EXISTING 8' CONC. WALL I = NEW LOAD BERAIN(5 WALL W/5TUD5 16' O.C. NEW NON LOAD BERAING WALL W/5TUD5 24'0!--,. HB= HOSE BIB M.T.= METAL THRESHOLD SPECIALIZED IN: D � ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS —` PROJECT MANAGEMENT NVEET' i'wne Phone: (305)230-5507 "We L -'rind Visions Tv �iFe" FAX: (4®7)4953460 ' Email: ddbsweetearthlink.net PLAN FOR: LASLIEA AND LINDEN ROBINSON ADDRESS: 111 ACADEMY AVE. SANFORD, FLA. RONALD H. WILSON P.E. LIC. # 9710 DATE: 02/2010 SCALE: PAGE: r 466 WEATHERSFIELD AVE. I , ALTAMONTE SPGS. FL, 32714 V ITEM PHONE: 407-682-4052 FAX 407-882-3841 J os�c L 3 2011 PROP. I . D.#: 35- 19-30-515-0000=0410 WINDOW ADDED IN BATH Iw ® DEMOTES 05 BAR I FILLED CELL ® a'-0' CORNERS, JAM85 4 I 4' CONCRETE SLAB (MIN. 2 6x6 10/10 WIRE MESH U1/ FI OVER 6 -MIL VAPOR 1✓ COMPACTED TEF' l I PROPOSED FOUNDATION PLAN 1/4'= I'-0' AI 1T UUGH GREAT CARE HAS BEEN TAKEN TO INIIRr ACCURACY, MISTAKES CAN OCCUR, IT TS THE BUILDER'S RESPONSIBILITY TO VEI'I Y AI_.L DIMENSI❑N,S AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET,INC BEFORE f3EIr INNING CONSTRUCTION, NOTE, CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET,INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE, THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIEaITED WITHOUT 'WRITTEN CONSENT OF ENGINEER OF RECORD, WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1,0 WIND EXPOSURE CATAGORY = "B" EXT, COMPONANT AND CLADDING = + 12,5 TO - 19,9 PSF WINDOW PRESSURE _ + 23.6 TO - 25,1 PSF INTERIOR PRESSURE _ + 25,9 TO - 28,1 PSF NO TE: I >- IS -THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD, 0 c� M CONST. PROP, KNEE WALL 2 ra — n LIVING AREA 1680 sq ft 4 1 1 m 2 11 PROP05ED I EXISTING Soba L-4 L-4 i 15'10 I- 4'3 x 6'l to vvivvuviivivr�� r nr-1m+ivv .�i-r-uv.� MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS i 2x6 12"o,c, 14'9° max span 2x4 12"o.c, 9'3" ma span 2x12 12"o.c. 23'4" max span 2x6 16"o,c, 13'5" max span 2x4 16"o. c, 87" 0 span 2x12 16"o.c, 20'2" max span 2x6 24"o.c. 11'9" max span 2x4 24"a.c. 7'3" mal span 2x12 24"o.c. 16'6" max span 2x8 12"o.c. 19'6" max span 2x6 12"a.c. 14'9" mox span 2x10 12"o.c. 19'11" max span 2x8 1Vo.c. 17'9° max span 2x6 16"o.c. 12'11" rpax span 2x10 16"o.c. 17'3" max span 2x8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" rnpx span 2x10 24"o,c. 14'1" max span 2x10 12"o.c. 24'10" max span I I PROPOSED FOUNDATION PLAN 1/4'= I'-0' AI 1T UUGH GREAT CARE HAS BEEN TAKEN TO INIIRr ACCURACY, MISTAKES CAN OCCUR, IT TS THE BUILDER'S RESPONSIBILITY TO VEI'I Y AI_.L DIMENSI❑N,S AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET,INC BEFORE f3EIr INNING CONSTRUCTION, NOTE, CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET,INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE, THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIEaITED WITHOUT 'WRITTEN CONSENT OF ENGINEER OF RECORD, WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1,0 WIND EXPOSURE CATAGORY = "B" EXT, COMPONANT AND CLADDING = + 12,5 TO - 19,9 PSF WINDOW PRESSURE _ + 23.6 TO - 25,1 PSF INTERIOR PRESSURE _ + 25,9 TO - 28,1 PSF NO TE: I >- IS -THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD, 0 c� M CONST. PROP, KNEE WALL 2 ra — n LIVING AREA 1680 sq ft 4 1 1 m 2 11 PROP05ED I EXISTING Soba L-4 L-4 i 15'10 I- 4'3 x 6'l to vvivvuviivivr�� r nr-1m+ivv .�i-r-uv.� MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o,c, 14'9° max span 2x4 12"o.c, 9'3" ma span 2x12 12"o.c. 23'4" max span 2x6 16"o,c, 13'5" max span 2x4 16"o. c, 87" 0 span 2x12 16"o.c, 20'2" max span 2x6 24"o.c. 11'9" max span 2x4 24"a.c. 7'3" mal span 2x12 24"o.c. 16'6" max span 2x8 12"o.c. 19'6" max span 2x6 12"a.c. 14'9" mox span 2x10 12"o.c. 19'11" max span 2x8 1Vo.c. 17'9° max span 2x6 16"o.c. 12'11" rpax span 2x10 16"o.c. 17'3" max span 2x8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" rnpx span 2x10 24"o,c. 14'1" max span 2x10 12"o.c. 24'10" max span 2x8 12"o.c. 19'2" rnpx span 2x10 16"o.a. 22'1" max spon 2x8 16"o.c. 16'7" rnax span 2668 2x10 24"o.c. 18'1" max span 2x8 24"o.c. 13'7" rnpx spon `r1.4 2x12 12"o.c. 26'0" max span 2x10 12"o.c, 22'9" max span 2x12 16"o,c. 26'0" max span 2x10 16'Vc, 19'9" rnax span 2x12 24"o.c. 21'4" max span 2x10 24"o.c. 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF—LIVE LOADS PROPOSED RIDGELINE CONST. PROP. KNEE WALL 3053 —3030 A BEDROOM EXIST. 13FDROOM I PLUMBING SIZE NOTE: ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF, EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB -THE VENT THRID ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT, 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. LKREVISION PER CLIENT 10/12/11 ITEM ADDED IN BATH I PROPOSED ROOFING PLAN ROOF LIVE LOAD - 20F5F 1/4""-1'-0" RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE: 407-632-4052 FAX 407-682-3841 EXIST. ROOF LINE SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES JUDI? ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SNMET inn Phone: (305)2$0-5507 "We Brie Visions To Life" FAX: (4'07)x495 -3x460 BringEmaiil: ddbsweetUv earthlink.net PLAN FOR: LASHEA AND LINDEN ROBINSON ADDRESS: 111 ACADEMY AVE. 1 SANFORD, FLA. DATE: 02/2010 SCALE: PAGE: OLI; 13 �uo PROP. I.D.#:35-19-30-5150000-0410 3 SEAL $'y CLOSET Ir>^ WI01-QW.4 I101r, I BEDROOM /L AND INFILL WITH STUDS I �L x 2668 _ `r1.4 Q EXI5T. BEDROON CLOSET BQ HALL 5'91 2' 2668 — 266 8 616 x I'll T3 x I0 ' i/ i y S'I x 101 3'4 4'3 a I REMOVE EXI5TING WINDOW AND INFILL WITH STUDS I ( I I I ` - I 5'I i L-3 SH25 i a I I I I EXISTINh HOUSE I I I I U I PROP05ED RIDGE -LINE I EXISTING RIDGELIN EXISTING NOUS EXIST. PITCH 2 1/2:12 I I (NO CONSTRUCTION) I I I I I I I 00 I I I of o I "I CD EXIST. FLAT ROOF I I I I = I I I I i I I I I C I I I L __________________________ 4444 4444 ---- 30— ---- ------- L_-_- J SOF EX15T. ROOF PLUMBING SIZE NOTE: ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF, EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB -THE VENT THRID ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT, 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. LKREVISION PER CLIENT 10/12/11 ITEM ADDED IN BATH I PROPOSED ROOFING PLAN ROOF LIVE LOAD - 20F5F 1/4""-1'-0" RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE: 407-632-4052 FAX 407-682-3841 EXIST. ROOF LINE SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES JUDI? ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SNMET inn Phone: (305)2$0-5507 "We Brie Visions To Life" FAX: (4'07)x495 -3x460 BringEmaiil: ddbsweetUv earthlink.net PLAN FOR: LASHEA AND LINDEN ROBINSON ADDRESS: 111 ACADEMY AVE. 1 SANFORD, FLA. DATE: 02/2010 SCALE: PAGE: OLI; 13 �uo PROP. I.D.#:35-19-30-5150000-0410 3 SEAL � !1 EXIST. GRAD PROPOSED ROOF PITCH 2 1/2:12 c�one�nccr� vklcc 11IAI I /rVtn ) PROP. G OF ROOF PROP05ED KNEE WALL (TYP) EXT. PLYWOOD TYP. i- FX15T. C OF ROOF PROP. FRONT ELEVATION -NORTH ❑FF -RIDGE VENT ❑FF -RIDGE VENT PROPOSED ROOF EXISTING ROOF u PROPOSED EXISTING CONC. BLOCK (STRUCK) MATCH FX15TING PROP. EAST ELEVATION -LEFT SIDE 01-011 FF PROVIDE ACES$ BETWEEN PROPOSE ROOM ADD. ATTIC AREA AND EXIST. ATTIC AREA FOR INSTALLATION OF ATTIC INSULATION AND VENTILATION REQUIREMENTS (CUT EXIST, ROOF 5ETWEEN EXIST, RAFTERS) DO NOT CUT EXI5ING RAFTERS 1/4': V-0" PROPOSED WINDOW AND HEAL EXT. PLYWOOD TYP. r-- PROPOSED ROOF PITCH 2 1/2:12 PROP. REAR ELEVATION -SOUTH 1/4':1'-0' PROPOSED ❑FF -RIDGE VENT ❑FF -RIDGE VENT I EXISTING ROOF I PROPOSED ROOF I EXISTING PROP. WEST ELEVATION -RIGHT SIDE I/4.=1'-0. CONC. BLOCK (5TRUCK) MATCH EXISTING I. CONTRACTOR 15 TOIASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLIGA5LE LAAS,I.BTATUE5, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONSTRUCTION DOCUMNETS ARE AT VARIANCE THEREAITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN WRITING AND THE= NECESARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIME51ON5 TAKE PikECEDENCE OVER DRAAIN65• DO NOT SCALE ORAAINCG5 TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. i 3, ALL WOOD IN CONTACT WITH MA5ONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED, 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR IN5TALLE® IN ACCORDANCE AITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 5. CONTRACTOR SHALL VERA`Y ALL WINDO'VN AND DOOR MA50NRY OPENIN65 WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMEN516N5 ARE FROM FACE; OF BLOCK OR FACE STUN AND ARE NOMINAL UNLE�5 OTHERAISE INDICATED, i '7. HVAC SYSTEM DESIGN BY OTHERS. LAYOUT 15 DIAORAM TIC. 1 8. THIS STRUCTURE HA15 BEEN DE5I6NED TO MEET OR EXCEED THE 12.0 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE, 200`1 EDITION AITH 2O0q AMENDMENTS. 1q. CONTRACTOR SHALIL BE RESPONSIBLE FOR ALL WATER PROOF I NO. GENERALNOTES Ma -KN -o. 1) CODES: Too ffa Lintel Size 1.1 FLORIDA BUILDING CODE (2007) ED. WITH 2009- AMENDMENTS _L-1 L-2 L-3 1-4 L-6 7 L-8 L-9 L-10 11 L-12 L-13 L-14 L-15 1-16 P,S, L-17 P.S. L-118 P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P,S., 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). 3'6" 4'0" 4'6" " 6 6" T6" 84" 10 6" 114" 12'6" 13'4" 14'0" 14'8" 15'4" 174" 194" 20'0" 21'4" 1 24'0" 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOA?S FOR 42773 BUILDINGS AND OTHER STRUCTURES (ASCE 7-95), $6 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 1484 1865 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST. W/PRESTRESb REINFORCEMENT -..__,5000 PSI 28 2,1.3, CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 749 911- 2.2 REINFORCING BARS: 0- 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A61 (GRADE 60). 2,2.2, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A51 (GRADE 40), 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 23T 2,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2,5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3) MASONRY; 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF HE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Cm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4,1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER THE 2007 EDITION OF THE FLORIDA BUILDING CODE WITH 2009 ADMENDME TS) PLAN D fi L � rIN� LAF 5FI~ C Co) �ON7 FTS " CORNERS BARB W/ 30" LAP CORNER 5AR5 SHALL BE `SAME SIZE $ QTY A5 FTG REINF PLAN D 7AL (g CORN S-�) EAR LAP �E ® nON7 Fi FINISH PER ELEVATION S" C.M.U. N-1 4" CONC, SLAB C2500 P.S.IJ w/ FIBERMESH OVER FINISH FLOOR C MIL. VAPOR BARRIER P.p FIN15H GRADE ��\/��\/ p I'-4" MONOLITHIC FOUNDATION CLEAN COMPACTED FILL U)/ (2) 1*5 DIA. RODS CONT. w/ 25' LAP MIN, EXTERIOR MA50NRY'ALL I RT -I0 OR EaUIV. UJ/ (4) TAPCONS 1/411 X 211 LINTEL Z CORRECTION FOR MI56ED LINTEL STRAP DET.41L N.T.`3. 05 INTO I" DIAM X 6" DRILLED HOLE PACKED W/EPDXY GROUT S BAR W/30" LAP AT ENDSINTO EX15T TIE BM OF NEW WALLS INTERSECTING EXI;\N T FILLED KNOCKOUT W/15 BAR CONT NEW TD EXIST TIE BM CONN. NEW 8' CMU N.T.S. EXIST 8' CONCRETE WALL NEW FTG - /2Z #5 INT❑ 1'MX6' DRILLED HOLE PACKED W/EPDXY GROUT INTO EXIST FTG «)#5 W/30' LAP AT ENDS OF NEW FTG INTERSECTING NEW EXIST EXIST CONIC FTG W/EXIST FTG )F NEW TO EXIST F -TG CONN, 1 LINTELS BY QUALITY PRECAST PRECAST LINTEL (8"X8", FILLED AND UNFILLED) TotalAllowable Su erimposed Load -Pounds Per Linear Foot Ma -KN -o. orninal Clear Sp6'n Too ffa Lintel Size No Fill Filled No Steel (1 }#5 A _L-1 L-2 L-3 1-4 L-6 7 L-8 L-9 L-10 11 L-12 L-13 L-14 L-15 1-16 P,S, L-17 P.S. L-118 P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P,S., 1 2'2" 218' 37 0. b'2' 67 TO, 9'2" 1010' 112" 1210" 12'8" 134" 147 16'0" 1810" 1818" 20'8" 22'8" 3'6" 4'0" 4'6" " 6 6" T6" 84" 10 6" 114" 12'6" 13'4" 14'0" 14'8" 15'4" 174" 194" 20'0" 21'4" 1 24'0" 42773 $6 177 67 1484 1865 636 236 28 tT4 749 911- 708 783- 0- --491---687- 52-1- 06- 76 362- 23T Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. REVISION AND DATE 16 DETAIL "A" NAILING SCHEDULE ROOF- & END GABLE: 8d RING SHANK NAILS AT 4" O,C, AT SUPPORTED PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS AT 6" O.C. AT 'INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d NAILS AT 12" O:C: AT INTERIOR SUPPORTS: GONG, PAD (SEE FND PLAN) SIZE VARIES 5\ 4' CONC. TAI IN SCALE: 30- 1'-0' PROPOSED STRUCTURAL KNEE -� WALL (2x4) TYP. MATCH O.H. SIMPSON ETA 22G� ar3 2 � 0�i • 2Xg 2XIO @ 24" O.G. ORYALL RIM INSUL. (MIN.) R50 INSUL. (MAX.) PRECAST CONC, LINTEL y7' PLYWOOD - 1/2" DRYWALL ON PT. WOOD CONT. TYP. R-4 INSUL. IN FURRING 5PACE PROP. GONG. WALL WALL MYOND TOP OF GONG. WALL WINDOW 5EE ANCHOR DETAILS ATTACHED WOOD SILL PRECAST GONG. 51 05 DOWEL IN FILLED CELL AS REQ'D IN PLAN / SEE DETAIL I (THIS PAGE) j/ FOR DETAIL5 OF THI5 AREA a. _N-•-K-K' �t- y 1/2' PIA. x 7 EXP. WEDGE ANCHOR 2 x 4 32" O.G. W/ 2' WASHERS P.T2 x4 5PL to 16' O.C, TTP. GONG. SLAB W/ 6x6, WAA x 1.4 W.W.I, - 1I I- `II-III-III=11�-'= II-III- III- 6 MIL VAPOR BARRIER 3-"5 REBARS CLEAN, COMPACTED CONT, BOT, FILL 24-- ,INTERIOR 4',INTERIOR BEARING WALL NOTES: I. POUNDATION DE516N BA5E1P ON 2000 P,5.P. MINIMUM ALLOWABLE 5EARIN6 PRESSURE. SU13MIT SOILS REPORT BY FLORIDA RE615TCRCEP EN6INEERIN6 FOR REVIEW PRIOR TO FOUNDATION POUR, 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301-7q AND SHOP DIRAWIN65 WITH A.G.I, 515-150. SHOP DRAWIN65 SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO PA51RICATION OR GONG. POUR. 3. CONCRETE 2D DAY STREN6TH; SLABS, f 00TIN6; 2300 P.5,1. 2/ 3/4" MAX. A66RE6ATE. 4. REINFORCIN6 STEEL; ASTM A613, 6RADE 60 EXCEPT STIIRRUf 5 AND TIES MAY BE 6RADE 40. 5. STRUCTURAL DE316N 13 BASAD ON AN ENCL05ED 5TRUGTURE. WINDOWS 5HALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION. 6. DEVON LOADS: IN ACCORDANCE WITH F.B.G., 2007 ED. WITH 2O0q AMENDMENT$ ROOF LIVE LOAD: 20 P•5.17. WIND LOAD5: IN ACCORDANCE W/ F.B.G. OI EDITION FOR 120 MPH RE610N REFERENGINe ABLE -7 INTERIOR PARTION5: 5 P.S.F. PERPENDICULAR TO WALL PAGE 7. PRE-EN6INEEREr> WOOD TRU55E5 SHALL BE DE516NED IN ACCORDANCE W/ F.B.C. TRUSS MANUFACTURER SHALL SUBMIT 5I6NED AND 5EALED DRAAINGS FOR APPROVAL PRIOR TO PABRICATION. 5. LUMBER 6RADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING PB - 1500 P31 B. WALL5, BLOCKING, MISC. #2 5Pf, G. SILL PLATE5 #S.Y.P. P.T, q. ALL NAILS SHALL Be COMMON WIRE NAILS UNLESS NOTED OTHI=RAI5R. 10. CHECK ALL DIMEN51ONS WITH FLOOR PLAN BEFORE POURIN6 FOUNDATION EXCLUDED II. THIS 5TRUGTURE DESI6N EXTENDS TO ITEMS COVERED BY SSTD 10-141 EXCLUDED ARE FINISHES, NON-5TRUGTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFIN6, WALL WATERPROOFING WHICH ARE DE516NED BY OTHERS. 12 CONCRETE FLOOR SLAB 15 EXPECTED TO DEVELOP 5HRINKA6E CRACKS. 13. CONCRETE MASONRY: ASTM 0-1`10, WITH 26 DAY PRISM STRENGTH Of` 2000 MIN. WITH TYPE M OR 5 MORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED ABOVE ALL OFENIN65. ALL MASONRY WORK 5HALL BE IN ACCORDANCE W/ A.G.I. 530 AND A.G.I. 551. PROVIDE MA50NRY GLEANOUTS ALL FILLED CELL LOCATIONS. PFZOPOSE D STRUCTURAL KNEE WALL (2x4) TYFD, Vr PROP. ROOF /� 1 �MTAS12 8d NAILS 2" O.G. EA. 8d 4 2" O.G. 2x8 o 24" O.G. =7//REMOVE EXIST. OVERHANG ad 0 2" O.G. (1) RT -la OR EGOV. W/ (4) TAPGON5 1/4" X 2" EXIST. S" C.M.WALL 30YR A31`'I-I, SHINGLE ROOFING ON 15" FELT (MATCH EXISTING) 2x4 m 24' O.0 KNEE WALL (TYP.) 12 2 1/2:12 pC ------------- WEB ----- _WEB 5TIFFNER QEA. 511E TYP. � I � 1 � l7 ► ftp. =' `_- � --� 1� ' SIMPSON H5 2x5 W/IOd NAILS �ROPOSEO 2A. BIDE OF RAF=TER A/C DUCT PROVIDE ACE$$ BETWEEN PROPOSE ROOM ADD, ATTIC AREA AND EXIST. ATTIC AREA FOR INSTALLATION fOF EXIST. ROOF OF ATTIC INSULATION AND VENTILATION REQUIREMENTS (CUT EXIST. ROOF BETWEEN EXIST. RAFTERS) DO NOT CUT EX16ING RAFTERS 2x6 STRON6BAGK OR RAT -RUN HORIZONTAL BRAGIN6. DO NOT NOTCH VERTICAL 2x4 5TRUGTURAL MEMBER TYF. SECTION A -A RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 ITEM PHONE: 407-682-4052 FAX 407-682-3841 SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS - - _ PROJECT MANAGEMENT SNMET9 ine Phone: (305)250-5507 "We Bring Visions To Life" F�" (407)495-3460 Email: ddbsweetr&earthlink.net PLAN FOR: LASHEA AND LINDEN ROPINSON ADDRESS; 111 ACADEMY AVE, - SANFORD FLA. DATE: 02/2010 SCALE: PAGE: DEC 13 2011 PROP, I. D.#: 35-19-30-515-0000-0410 SEAL b 60/ I I 3 J , 0 EX15T. REAR 5ETl3ACK 7,7 130 'M PROPOS p Ln cv 0 10,6' /M CsEXISTINSIDE SETBACK14,5 E/�I� I IIVG °l 3 22' 30,3 NX15T1NCs FRONT 5ET5,4CK L� O i EX15TING SIDE SETBACK 60' PLOT P i NOTE: THIS 15 NOT A 5URVFY REVISION AND DATE ITEM REVISED PER CLIENT 12/6/11 SCALE DOWN ADDITION RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE, 407-682-4052 FAX 407-682-3841 LEGAL DESCRIPTION LEG LOT 41 ACADEMY MANOR UNIT I PU 13 PG 93 PARCEL I.D.#: Parcel Id: 35-19-30-515-0000-0410 Owner: ROBINSON LASH EA & LINDEN SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: DD PRO EGT MANAGEMENT SITE CIVIL, SEPTIC AND SUBDIVISIONS JHSN E' ' ine Phone, (305)280=5507 "We Bring V2S20?2S T0 4%en Email: ddbsweet@earthlink,net PLAN FOR: LASHEA AND LINDEN ROBINSON ADDRESS: 111 ACADEMY AVE. �} SAN FORD, FLA. DATE: 02/2010 SCALE: PAGE: DEC 13 2011 PROP I ®#: 3519-30-515-0000-0410 6