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2401 Grandview Ave 11-1026s ' VED MAR 10 2011; -D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:—IN • 1 ()2-40 Documented Construction Value: $ 150 , 0 o 3a-771 Job Address: � !40 / S. G-P,"h W F u) 4 09 S,4-NrnPTGL •Historic District: Yes ❑ No Parcel ID: _31- --511 -Doom DSo2G Zoning: - Description of Work: Plan Review Contact Phone: 1&7- 393 -1t22 Fax: ' E-mail: Property Owner Information Name /�A �v G D ill - �5yn �(l � �¢ . /Phone: 407 L1 16 -69 5� 9 Street. 15,;1' AA /) U L nM, 4 -94,0,I- sident of property.. Yes s City, State Zip:�Gv 2Z� FL. _32-7 1 / Contractor Information Name Street: S E f . -/dot! f City, State Zip: S A-NF:Q Q b :5:z2 : / Phone: Fax: State License No.: Architect/Engineer Information Name: �JJWIA-m E IZ92&if 5-hi.14 Street: /.�, 9/ 5 R f b F et'A 'S kuN Y City, St, Zip: lNiiVrf le- t)cit/ . Bonding Company: A -- Address: T'T Building Permit ❑ Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: rAA*tf No. of Stories: e�� No. of Dwelling Units: &_Y� Flood Zone: Electrical ❑ Plumbing ❑ ` t New Service - No. of AMPS: New Construction - No. of Fixtures: <v Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: .�k :- GENS ALF I i C- i i N ALL CONNECTIONS HAVE BEEN CHECKED TO WIT145TAND ALL APPLICABLE LOAD5. ALL DETAIL& AND 5ECTION9 SHOU.N ON THE DRAWII�IGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EL5EW1,1ERE ON THE PROJECT., EXCEPT WHERE A DIFFERENT DETAIL 15 6HOO4. ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCK& COMFORMING TO ASTM C90, GRADE NI WITH I'm ° 1000 P51, LAID IN RUNNING BOND WITH TYPE 'S' MORTAR WHERE SHOWN, CORES OF CONCRETE BLOCK MASONRY SHALL BE FILLED WITH PEA GRAVEL CONCRETE WITH A MINIMUM COMPRESSIVE 6TREFIGTH OF 3000 P51. AT 26 DAYS. 5LUMP SHALL BE EQJAL TO S TO 10 INCHE5. IN MASONRY'HEADERS EXTEND THE BOTTOM STEEL REINFORCEMENT A MINIMUM OF 6 INCHE5 INTO PILASTER OR POURED COLUMN AND WIRE TIE TO VERTICAL REINFORCEMENT STEEL (REBAR5). 60IL BORINGS HAVE NOT BEEN MADE. FOOTINGS HAVE BEEN DESIGNED FOR A 5011- BEARING CAPACITY OF 2,000 P5F. LESSER SOIL BEARING CAPACITY 16 THE RESPONSIBILITY OF THE BUILDIWj CONTRACTOR FOOTINGS SHALL BEAR ON 501L COMPACTED TO A DENSITY OF AT LEAST 959' OF THE STANDARD PROCTOR MAXIMUM DENSITY (AA5HOT99). THE 601L SHALL BE COMPACTED 'r0 THIS DENSITY TO A DEPTH OF AT LEAST THREE FEET BELOW THE BOTTOM OF THE FOOTINGS. FILL UNDER THE FLOOR 5LA8 SHALL BE COMPACTED TO AT LEAST 9551. OF THE STANDARD PROCTOR MAXIMUM DENSITY AND TREATED FOR TERMITES IN ACCORDANCE WITH THE REOUIREHENTS OF THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL CONCRETE SHALL HAVE AN UNCONFINED COMPLRESSIVE STRENGTH OF 3000 PSI. AT 28 DAYS. THE BUILDING CONTRACTOR SHALL CHECK ARCHITEGTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HAN4ER5, SLAB DEPRESSIONS, DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL A55UME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A5TM 615 GRADE 40. ALL CONTINUOUS VERTICAL OR HORIZONTAL REBARS IN FOOTINGS, BEAMS AND OTHER CONCRETE SHALL ! 5iE SPLICED IA45RE NECESSARY OR DESIRABLE BY WIRING TOGETHER IN CONTACT. THE LENGTH OF -5m. BAR LAPS SHALL BE A MINIMUM OF 25 INCHES. (40 BAR DIAMETERS) ...+.�.r� - f : f Ln C I E�CIcT...Qh1C: P ER PADw. „>.. �� I ' r L y Cf' a- I 9 R 8 yry�� t y :..... .. :: .::. - ..,. < .._ ., , i u : 'ems .•:. ,..fi p r a ,r x al 1 k' Y : , fi p' lI + q, i-. '4 A 31 jos V a J x .tI THESE PLANS ARE REVIEWED AND CUNut t IVPJ .— ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND IVO.I- AS AUTHORITY TO VIOLATE, OPTIONAL CANCEL.. ALTER, OR SET ASIDE ANY O= THE PROVISIONS ON rr : TECHNC'O ICAL D� ,, NOR SHALL ISSUANCE OF A f ,`1RNVT FRF_VENi" TI i BUILDING 4' FIBERCRETE I FIBERMESN 5L.AE�)FPT FROM ,'It,TR-E':fi.FTER REc1U1FflNG A CORREC- TiON OF ERROR" OSV ciE i't_;=•i:S. CONSTRUCTIOPd ON 6 MIL V15OUEEN OVER WELL 0P OTHER VIOLA"t10:`! 1 F gl-IECODES. COMPACTED TERMITE TREATED FiLL. (3,000 PSI. a 26 DAYS) Ali windows and glass doorsshall be tested by an approved 1 ' ` independent tesating laboratory, and bear an AAMA or WDMA or other approved label Identirylne the manufacturer, performance characterlstics and approved product evaluation entity to indicate compliance with the requirements of the Following specirication: ANSI/AAMA/NWWDA 101/IS2 2/97 1:' THIS 5TRUCTURE -HA5 BEEN DESIGNED IN ACGORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. 'INCLUDING THE 2009 AMENDMENTS.'' THE FOLLOWING WIND-LOAD,I REQUIREMENTS WERE EMPLOTED I IN THE DESIGN OF THE STRUCTURE: - BASIC WIND SPEED: (3 SECOND GUST) 120 -MPH. - BUILDING CATEGORY 11, ENCLOSED. OFFKA IMPORTANCE FACTOR 1.00 WIND EXPOSURE C. i 6. 2 V - 'IN ERNAL PRESSURE COEFFICIENT: +/ _ D r ESIGN PRESSUREWOR SE CONDITION): i PRESSURE(WORST CA CO TON): -COMPONENTS& CLADDING+36 5PSF -48.9 PSF THE FOLLOWING UNIFORMLY I T I BUTEDLi E LOADS UJ R E E EMPLOYED IN THE DESIGN OF TH15 STRUCTURE: - ROOF : 20# / SQ. FT. - FLOOR . 40# / SQ. FT. ENGINEERING: ' William F. Stuhrke, PhD, P.E. State of Florida PE 0 22150 12215 Rebecca'& Run Dr. . I;. Winter garden, FL. 3418'1 t, INDEX OF SHEEN'S SWEET 01 PROPOSED FOLNDATION PLAN SWEET #2 PROPOSED FLOOR PLAN / EXiST. ELECTRICAL SWEEP' #'3 RENOVATED ELEVATIONS / CROSS SECTION SWEET 04 RAFTER LAYOUT- NAILING - CONNECTORS L y Cf' a- I 9 R 8 yry�� t y :..... .. :: .::. - ..,. < .._ ., , i u : 'ems .•:. ,..fi p r a ,r x al 1 k' Y : , fi p' lI + q, i-. '4 A 31 jos V a J x .tI THESE PLANS ARE REVIEWED AND CUNut t IVPJ .— ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND IVO.I- AS AUTHORITY TO VIOLATE, OPTIONAL CANCEL.. ALTER, OR SET ASIDE ANY O= THE PROVISIONS ON rr : TECHNC'O ICAL D� ,, NOR SHALL ISSUANCE OF A f ,`1RNVT FRF_VENi" TI i BUILDING 4' FIBERCRETE I FIBERMESN 5L.AE�)FPT FROM ,'It,TR-E':fi.FTER REc1U1FflNG A CORREC- TiON OF ERROR" OSV ciE i't_;=•i:S. CONSTRUCTIOPd ON 6 MIL V15OUEEN OVER WELL 0P OTHER VIOLA"t10:`! 1 F gl-IECODES. COMPACTED TERMITE TREATED FiLL. (3,000 PSI. a 26 DAYS) Ali windows and glass doorsshall be tested by an approved 1 ' ` independent tesating laboratory, and bear an AAMA or WDMA or other approved label Identirylne the manufacturer, performance characterlstics and approved product evaluation entity to indicate compliance with the requirements of the Following specirication: ANSI/AAMA/NWWDA 101/IS2 2/97 1:' THIS 5TRUCTURE -HA5 BEEN DESIGNED IN ACGORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. 'INCLUDING THE 2009 AMENDMENTS.'' THE FOLLOWING WIND-LOAD,I REQUIREMENTS WERE EMPLOTED I IN THE DESIGN OF THE STRUCTURE: - BASIC WIND SPEED: (3 SECOND GUST) 120 -MPH. - BUILDING CATEGORY 11, ENCLOSED. 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CON6TRUCTION DOCUMENTS. SHINGLES USE. 5/8 PLYWOOD 0 NOT SCALE PLANS BENEATH 15 Ib. FELT. k } 4 s S' f^ s I'M VJ. `pp f1 .^ ^� 1 N V/ Q n . f @ c 54 CONT � t i ,. ..F 4 CONI ,. SLAB lJ/bx6 10/IO UdLM 11{ .. 1 1 �q� 3 .k d , , r XI Tom. FF .a_ OVER o MIL rI�G2i.!__N OVER g.:,.,. b �: , �,. ':a.•. r�.. , § v, , + ria. fc , &; �I At WELL COMPACTED TERMITE r , r TREATED FILL. , d b:, ��,.�. , ..s- ,: .tr.. y ti t' .r.. t r'r•..ut: , ,. t 11.. of �_ I OPTIONAL r, a Q i f q i :,• "� .,:., i ." sa„.:,.k ,.r r ,:':.i .,... s,^� « ,: .., f. ,,.,sR FFFI RCfFI � 4 BE ETE / SERMESN SLA .terq .,.. o• s.. ,. t. '�` -,. :..a', ,. ,.._ ., .,, > , :_, ,: .. ,k_ ire,. Jta &�'�, ON 6 MIL VI�QUEEN OVER ae, 3.. ^i n. COMPACTED TERMITE TREATED i -ILL. �1 E .: i. i r i F :add i k t+ rT I ON � d !� F b I 3 Q» SI. _ S PAYS) r., k % -ALE N.T.S. SANFORD BUILDING DEPT. CONDITIONALL'I NS ARE REVIEWED AND SHALL 3 'THESE PIS WITH gCCEPT,j LICENSE TO PROCEED D FOR PERMIT A PERMIT ISSUE VIOLATE, TO qS l A AUTHORITY .1 OF THE CONSTRUEANDgOT ASIDE ANY THE NJORK SE l" ES' NOR SHALL CANCEL. ALTER, ORCHNtCAL COD- PROVISIONS OF THE TE cVENT T I� BUILDING F _-Rpr11T PR• CORRECT ISSUANCE OF EP.EAFIER REQUIRING A CTION ON THE PL ANI, CONS"1 RU DEPT FROM l H TION OF ERRORS S OF THE CODES. OR OCHER VIOLATION All windows and glass doors shall be- tented by an approved Independent teasting laboratory, and bear an AAMA or WDMA or other approved label identifying the manufacturer, performance characteristics and approved product evaluation entity to indicate compliance with the requirements of the Following specfFication: ANSI/AAMA/NWWDA 101/IS2 2/97 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. INCLUDING THE 2009 AMENDMENTS! THE FOLLOWING WIND LOAD REQUIREMENTS WERE EMPLOYED IN THE DE51rN OF THE STRUCTURE, - BASIC WIND SPEED : (3 SECOND GUST) 120 -MPH. - BUILDING CATEGORY 11, ENCLOSED. - IMPORTANCE FACTOR 1.00 - WIND EXPOSURE C. - INTERNAL PRESSURE COEFFICIENT: +/- 0.18 - DESIGN PRESSURE (WORST CASE CONDITION): - COMPONENTS & CLADDING +36.5 PSF -48.9 PSF THE FOLLOWING UNIFORM Y" DISTRIBUTEDLIVE LOADS WERE M OY IN E I CT E PL ED HE D_SICzN OF TN S STRUCTURE: - ROOF : 20# / SCI. FT. FLOOR : 40# / SQ. FT. ENGINEERING: 1 fl William F, St.�hricL., PH -0, P.E. State or Florlda PE "22150 12215 Rebecca's Run Dr- ti , Winter Garden, FL. 34131 --_ _ ARCTEC H DESIGN SERVICES a w 10V, # �� o Z <�Wtywo tL lTJ W�zzz I S��F LI,�J 4t'J4 L Q \ pC3 ztn �! 22�� , Q 1Ly w Et- ..,! �4 --Z, 0 wwLo np -a > Joao QKv, >NWz i Q ILL mw�:zsaElF y a• �wA Q 'S } iTa,O �CyY1/ 11^ii/-) wOazvlULZ$ l� V WIG IM LL :. O n: V wzEn V"GG AUL w0 0 v zxa X"�-o Vm��aztL _ ,6,-� ov-,wZQ� V) Q Sulwa N V Oz O,f F� 45 i • i ------------------------------------------------------- ,. � u I{ II II II EXISTING ROOF EX15rING ROCS 12 12 �1 EX15T. 4 � ADDITION ROOF EX15T 12 ( MATCN EX15T, E3fRG. NTd ^smmea��—rvu ssvmaaMi 12' I V�.�' aefs�evq---a��f�ma—; l IP -m' (VERIFY EXIIST NG) -- - - L_.__-,. -- ,..... --J 1 Ix FT, TFIM PATIO CONC. 5LAE3 EX15T. FIN15N._FLfR. - - EXIST- (--i BADE v C II-I%J11 EXIST. ` -- gORZ. WOOD 51DIN6 OVER BUILDING URAP OR 151b. FELT, (VAPOR BARRIER) ON 1/2' PLY. U)D. 5HEATNING. t ��-�' (VERIfi�' EXI871NCa} (RENOVATED 4 REROOF EX15T. PATIO) �'AL E :1/41 � Il yOl GENERAL ' E L E VAT I ON NOTE$ VERIFY ALL CEIL. "EIrNTS / TYPES, (BEAR. HTSJ WITH CONTRACTOR / BUILDER PiRIOR TO TRUSS CONSTRUCTION. SEE CONTRACTOR FOR,ALL EXTERIOR RIDGE i VENTING. TYPES, LENGTI-I5, LOCATIONS. WRITTEN DIMENS10N5 SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIF)' AND BE RE5PONSI5LE FOR DIMENSIONS AND CONDITIONS OF THE JOB, 'ARCTECH' ARCNITECHNICAL DESIGN 5ERVICE5 OF CENTRAL FLORIDA MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND 5PECIFICATIONS, APPEARING ON THESE '_. '.. F � , : <, : ; ,_, a , : ``t�.,,•� P AN , ! CON6TRUCTION DOCUMENTS. SHINGLES USE. 5/8 PLYWOOD 0 NOT SCALE PLANS BENEATH 15 Ib. FELT. k } 4 s S' f^ s I'M VJ. `pp f1 .^ ^� 1 N V/ Q n . f @ c 54 CONT � t i ,. ..F 4 CONI ,. SLAB lJ/bx6 10/IO UdLM 11{ .. 1 1 �q� 3 .k d , , r XI Tom. FF .a_ OVER o MIL rI�G2i.!__N OVER g.:,.,. b �: , �,. ':a.•. r�.. , § v, , + ria. fc , &; �I At WELL COMPACTED TERMITE r , r TREATED FILL. , d b:, ��,.�. , ..s- ,: .tr.. y ti t' .r.. t r'r•..ut: , ,. t 11.. of �_ I OPTIONAL r, a Q i f q i :,• "� .,:., i ." sa„.:,.k ,.r r ,:':.i .,... s,^� « ,: .., f. ,,.,sR FFFI RCfFI � 4 BE ETE / SERMESN SLA .terq .,.. o• s.. ,. t. '�` -,. :..a', ,. ,.._ ., .,, > , :_, ,: .. ,k_ ire,. Jta &�'�, ON 6 MIL VI�QUEEN OVER ae, 3.. ^i n. COMPACTED TERMITE TREATED i -ILL. �1 E .: i. i r i F :add i k t+ rT I ON � d !� F b I 3 Q» SI. _ S PAYS) r., k % -ALE N.T.S. SANFORD BUILDING DEPT. CONDITIONALL'I NS ARE REVIEWED AND SHALL 3 'THESE PIS WITH gCCEPT,j LICENSE TO PROCEED D FOR PERMIT A PERMIT ISSUE VIOLATE, TO qS l A AUTHORITY .1 OF THE CONSTRUEANDgOT ASIDE ANY THE NJORK SE l" ES' NOR SHALL CANCEL. ALTER, ORCHNtCAL COD- PROVISIONS OF THE TE cVENT T I� BUILDING F _-Rpr11T PR• CORRECT ISSUANCE OF EP.EAFIER REQUIRING A CTION ON THE PL ANI, CONS"1 RU DEPT FROM l H TION OF ERRORS S OF THE CODES. OR OCHER VIOLATION All windows and glass doors shall be- tented by an approved Independent teasting laboratory, and bear an AAMA or WDMA or other approved label identifying the manufacturer, performance characteristics and approved product evaluation entity to indicate compliance with the requirements of the Following specfFication: ANSI/AAMA/NWWDA 101/IS2 2/97 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. INCLUDING THE 2009 AMENDMENTS! THE FOLLOWING WIND LOAD REQUIREMENTS WERE EMPLOYED IN THE DE51rN OF THE STRUCTURE, - BASIC WIND SPEED : (3 SECOND GUST) 120 -MPH. - BUILDING CATEGORY 11, ENCLOSED. - IMPORTANCE FACTOR 1.00 - WIND EXPOSURE C. - INTERNAL PRESSURE COEFFICIENT: +/- 0.18 - DESIGN PRESSURE (WORST CASE CONDITION): - COMPONENTS & CLADDING +36.5 PSF -48.9 PSF THE FOLLOWING UNIFORM Y" DISTRIBUTEDLIVE LOADS WERE M OY IN E I CT E PL ED HE D_SICzN OF TN S STRUCTURE: - ROOF : 20# / SCI. FT. FLOOR : 40# / SQ. FT. ENGINEERING: 1 fl William F, St.�hricL., PH -0, P.E. State or Florlda PE "22150 12215 Rebecca's Run Dr- ti , Winter Garden, FL. 34131 --_ _ ARCTEC H DESIGN SERVICES a w 10V, # �� o Z <�Wtywo tL lTJ W�zzz I S��F LI,�J 4t'J4 L Q \ pC3 ztn �! 22�� , Q 1Ly w Et- ..,! �4 --Z, 0 wwLo np -a > Joao QKv, >NWz i Q ILL mw�:zsaElF y a• �wA Q 'S } iTa,O �CyY1/ 11^ii/-) wOazvlULZ$ l� V WIG IM LL :. O n: V wzEn V"GG AUL w0 0 v zxa X"�-o Vm��aztL _ ,6,-� ov-,wZQ� V) Q Sulwa N V Oz O,f F� 45 i ID IRAU)N TODD (DATE 03-0i-11 &CA A5 NOTED V 5 E r= T N 1® v O � N N Ld � 0 <1 UtiL,�_ W p �, rz�� ID IRAU)N TODD (DATE 03-0i-11 &CA A5 NOTED V 5 E r= T N 1® i4 e, F - . a.