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113 Krider Rd 05-3906 Enclose back porchCITY OF SANFORD PERMIT APPLICATIONRE CEIVED Permit # ' Date: 0 I I � J�Iz i (J � G o 4 2005 Job Address /I6fu Y� Historic District: Zoning: Value of Wtir `-;: `h 3o,00 Permit Type: Building Llcctric l J ;Mechiinic�A — Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration _ Change of Service Temporary Pole Nlechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Re(luired) Plumbing/ New Commercial: # of FiXtureS # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial — Industrial Total Square Footage: Construction Type: It of Stories: // of Dwelling Units: Flood Zone: -- (FEMA form required for other than \) Parcel # Owt�,crs lV�nie�&.Address: -`''` Contractor Name & Address Phone & Fax: Building Company: Address: Dlortgage Lendcr: . Address: Architect/Engineer: Address n _/J (A.ttach/I'•rouf at Q%vuership & Legal D serration) 1 ►,t�/1 ��'7 (Attach 3 r 73 /yi C,-C ✓ A) Contact Person: V U / _s 4 C-11 - State License Number: I'hone: Fax: Application its hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be Pei I nnned to meet standards of all laws regulating consttuclivn in this jurisdiction. I understand that a sepamle pemmit roust be secured to ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I ILATEKS, TANKS, and AIR CONDITIONERS, etc. v OWNER'S AFFIDAVIT: 1 certify that all of the foregoing inlonnation is accurate and that all work will be done in compliance with all applicable laws regulating constuction and zoning. WARNINGTO OWNER: YOUR FAILURETO RECORD A NOTICE OF COMMENCEMENT MAY RESULT [N YOUR PAYING TWICE FOR IMPROVEMEN•fS •TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT W ITI1 YOUR LENDER OK AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may he additional restrictions applicable to this properly that may be found in the public records of this county, and there may e additional pc•rnlits required Bout other governmental entities such as water managcme.nt disticls, state agencies, or federal agencies. )_ Acceptance of permit i iLcati01 that I will nosily the owner of tha property of the raluiremenls of Florida Lien Law, FS 713. YZE �� ' � �r �'.t-cr Ott-0eQ _U,f Signature. of Owner/Ague[ t" Date Signature of Contractor/Agent Date eve i /V), ixFs r/ _ Pri +t Owner/Age It's Name Priul Contactor/Agent's Name Signature oC ola y t tte of Fl l�,� c_ ,., R� E3l_APITON Dal Signature oT Notary -State of Florida Datc � blY 1F DD 108491 c * � r:K aiE _'::'7,-bruary 25.2007 Owner/AgcIq is ooa -1Pencm fly Known t5'Me 065soc. 0. Cvnlractur/Agent is _ Personally Known to Me or ['reduced ID �"�_ _/ _ �1 1 �• Produced ID APPLICATION APPROVED BY: Bldg: Pal / Zoning: Utilities: FD: (h(Initial & Date) (Initial 8 Date) (Initial &Date) Special Conditions: r N,.._,. RETRO-FIT CELL (SEE DETAIL) 0 I r 4'--0" AREA= 304 SQ. FT. _l 8068 EXISTING HOUSE N EXISTING A/C UNIT--.,_ DINING 1 _( rG,F P. .I, -17'-4" 3040 KITCHEN 4'-Q„ FLOOR PLAN & ELECTRICAL DIST. Materials 1.FC Precast lintel = 3500 PSI. ' 2. FC Prestressed lintel = 6000 PSI 3. FC grout = 3000 PSI w maximim 3/8" aggregate. 4, Concrete masonry unit (CMU) per ASTM c90 w/mInpum net area EXISTING HOUSE compressive strength - 1900 PSI. 1 " 5. Rebar provided -precast lintel per ASTM A615 GR60 field rebar per ASTM A615 OR40 or GR60. 6. Prestressing stand per ASTM A416 pgrade 270 low relaxation. 7, 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 Type M or S. General notes Provide full mortar head and bed joints. 2,hare filled lintels as required. 3. Installation of lintels must comply with the architectural and /or structured drawings. 4. Lintels and manufactured with 5 1/2" long notches at the ends to accommodate vertical cell reforcing an grouthing. 5. All lintels meet or exceed L/360 vertical deflection,except lintels 17'-4" and longer with a minimal height of 8" mentor exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. LINTEL SCHEDULE 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. No. LENCH TYPE REMARKS 8, Cost -in -place concrete maybe provided in composite lintel in fleu L-1 4'-0" 8F'16-OB/'PTA ____ concrete masonry units. 9. Safe load ratings based on national design and yes per ACI 318 L-2 9'--4" 8F167013/1T and ACI 530 Safe and load table notes LINTELS MANUFACTURED BY RINKER(CSR) 1. All values based on minimum 4" beating. Exception:Safe loads for unfilled lintels must be reduced by 20%. If bearing length is less than 6-1/2". Safe load for recessed lintels based on 8" nominal by #5 REBAR AT TOP OF WALL REOD. bearing . 2. N.R. not rated. 3.Safe loads are total superimposed allowable load on the section specified, ' GROUP 4.Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer yT . by providing additional reinforced masonry above the precast lintel. _____#5 REBAR AT BOTTOM OF LINTEL CAVITY. 6. One 7 rebar may be substituted for two #5 rebars in 8" lintel only. 7. The designer may evaluate concentrated loads from the safe load E3OTTOM REINFORCING PROVIDED tables by calculating the maximum resisting moment and shear at BY LINTEL (VARIES) d-away from the face of support. 8. For composite lintel heights not shown use safe load from next lower height. 9. All safe loads units of pounds per linear foot. PRECAST CONIC, I.. LINTELS LAYOUT SCALE �^ ] PQURE TIE EAM LINTEL OPEN BLOCK TO ALLOW _ - NEW CELL FILLING EPDXY DOWEL TO EXISTING-" BEAM, MIN. 4" EMBEDMENT LAP NEW STEEL 25" C�? ALL LOCATIONS MIN. "OPENINGS MAY VARY IN WIDTH" PEN BLOCK TO STALATIION.CLOSEALLOW EL UP WITH IIN FORM AND FILL CELL TO EXISTING BOND BEAM. EPDXY DOWEL TO EXISTING FOOTING, MIN, 4" EMBEDMENT DOWEL # 5 RE --BAR @ 30" LENGTH MIN. EPDXY = SIMPSON 'ISET" OR EQ. HIGH STRENGTH EPDXY. RELRQ- FIT CELL QUAL �. 25" MIN. LAP DARD -BBpAM � HOOK _ iv MIN. -VERT. REINF. IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT > 5 FT. UNLESS Q FOOTING DWL. IS ' NOT REQ'D. EMBEDMENT v --STANDARD PER 203,3.3- = - HOOK _ ._-FOOTING REINFORCING 3MR QNETDRYL M9 Q N BY _11ALL NOTE: WHEN BUCKS ARE LESS THAN 1 1/2" THICK TAPCONS MUST BE 1 /4" x 3 1 /2" LONG AND RAN THROUGH WINDOW MULLINS AND , BUCK STRIPS TO CMU TO SEE MFGS. SPECS, 1/2" DRYWALL ON PRESSURE TREATED 1 X2 FURRING STRIPS @ 16" ON CENTER WITH _\ INSULATION ON CMU I111111 �1 1 . 1 DOOR FRAME TO BLOCK -r 1•HRE5HOLD BELOW EXTERIOR DOOR 8" CMU PRESSURE TREATED 2X 5 VERTICAL GROUTED .MASONRYBWITKI i 1 f 4H NNTOX 3 1/2" CMU CELLS PER PLAN TAPCONS 12" 0. '. (SEE MANUFACTURER SPECS.) SILL BELOW JAMB AT EXTERIOR DOOR N.T.S. 1/2" DRYWALL ON PRESSURE TffZZ :ATED 1 X2 FURRING STRIPS O 1 G" ON CENTER WITH WOOD SILL BELOW INSULATION ON CMU �\ F--ALUMINUM WINDOW 0 r a PARTIAL REAR ELEV. PARTIAL RIGHT ELEV. LEGAL DESCRIPTIONI 8" CMU--J PRESSURE TREATED 2X WINDOW BUCK ANCHOR To „ „ LOT 4, BLOCK D , REPEAT OF SANORA UNITS 1 & 2, # 5 VERTICAL GROUTED MASONRY WITH 1 4 RND. X 3 1 /2"' APC',ONS 12 0. ACCORDING TO THE PLAT THEREOF, AS RECORDED IN CMU CELLS PER PLAN (SEE MANUFACTURER SPECS.) VCONCRETE PLAT BOOK 17, PAGES 11 & 12 PUBLIC RECORDS OF SILL. BELOW SEMINOLE COUNTY, FLORIDA, WINDOW .JAMB 8" CMU N.T.S. WINDOW ATTACHMENT NOTES: WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 2001 CHAPTER 17 SECTION 1707.4 ALL CONNECTIONS BY OTHERS SHALL BE - - - CAPABLE OF RESISTING --35 PSF/i-26 PSF PREJECI' PROPOSED ADDITION GENERAL NOTES: WINDOW DESIGN PRESSURE - -^ THIS STRUCTURE HAS BEEN - - - - - 110R, A. POSITIVE PRESSURE OF 25.9 p.s.f. NOTE; DESIGNED TO MEET OR EXCEED 9 r& IVI rs. ALEXAN DER V. EREYW 1. ALL WIND LOAD CALCULATIONS & DESIGN CRITERIA ARE BASED B. NEGATIVE PRESSURE OF 34.7 p.s.f. THE WIND REOUIREMENf5 OF THE FLORIDA BUILDING CODE J.O01 EDITION REVISIONS. TITLE ON "ENCLOSED" STRUCTURE. ANY BREACH OR PENETRATION OF DOOR DESIGN PRESSURE = FLOOR PLAN, ELEVATIONS � & DET OPENING SUCH AS DOORS, WINDOWS, GARAGE DOORS, ETC., CONSTR CUNSTRU(TION�TYPE VI UNPROTECTED 1. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY, ENTRY DOORS - BASIC WIND SPEED=120 MPH DESIGN BY: N, A-YALA RITV. 2. ALL DOOR & WINDOW OPENINGS SHALL BE INSTALLED PER ALL CONFIGURATIONS WIND IMPORTANCE FACTOR=1.0 'MIND Nestor REVISED r 1VI. `( REV,-- MANUF. SPEC. A. POSITIVE PRESSURE OF 26.9 p.s.f. EXPOSURE=CATEGORY (B) Ayala _ K. EHLERS SCALE: B. NEGATIVE PRESSURE OF 34.7 s f 3. ALL ROUGH OPENING WINDOW SIZES MUST BE VERIFIED BY p' ' ' INTERNAL PRESSURE COEFFICIENT=.18 1/4" = l'--0'" DRAWING WINDOW CONTRACTOR PRIOR TO CONSTRUCTION, COMPONENTS & CLADDING=(+25.9/---34.7 pf) DRAFTSMAN PH"ff C407) DATE, 05--21 -2005 LIVE LOADS: ROOF = 20 PSF ,FLOOR = 40 PSF 65E-�053 KEN EHLERS APPROVED ENG, SEAT_ No 18c43 of EXISTING HOUSE 0,0' ELEV, EXISTING ROOF 25'-• 4" � . FOUNDATION PLAN FOUNDATION NOTES I ALL CONCRETE SLABS SHALL HAVE A COMPRESSIVE STERNGTH OF NOT LESS THAN 2500 PSI 2 28 DAYS SLABS SHALL BE REINFORCED WITH FIBER MESH 2, And 6 m11, VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL 3, CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS REINFORCE FOOTINGS AND WALLS WITH REBAR AS INDICATED 4. ALL BARS MIN GRADE 40 SHALL BE DEFORMED, AND CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND SCALE 5, SPLICES MUST OVERLAP AT LEAST 25' 6, ASSUMED 2500 PSF SOIL DENSITY f EXIST, CONC, BLOC WALL —� El I El 3 ` 1 #50 FEAR HORIZONTAL /c�24" o/c MAX. I PROPOSED CONC. BLOCK _—WALL BLOCK TO BLOCK CONNECTION SCALE: 3/4"=V-0" HURRICANE STRAP SEE FRAMING PLAN------` WOOD TRUSS/RAFTER 24" O.C. SP4 or SP2 @ 32" O.C. 16" O.C. FRAM STUD WALL --'r~ STUD 'TO TOP IF EXTERIOR 1/E2" CDX or 7/16 OSB 2-2X4 PLATE SHEATHING W/ 151b FELT NAILED CLG. 8d Q 8" OC EDGES 12" C, FEILD MSTA24 STRAPS © 32" O.C. IF INTERIOR HOME USE 1/2" DRYWALL IF WALL BELOW IS BLOCK WITH R-11 min INSULATION 2X4 PT DOTE WITH 1/2" x 8' EXSPANSION BOLTS WALL BELOW W/ 2" WASHERS © 32" O,C. MAX 6" FROM ENDS KNEE WALL DETAIL TYP, TIE NEW FOOTINGS TO EXISTING W/2#5 BARS MIN, 6" EMBED W/EPDXY <2 LOCATIONS) 45 CORNER BAR ALL LAPS MIN, 25' GROUTED CELL W/ #5 DOWEL TYPICAL REBAR LAP @ CORNERS TIE BEAMS & FOOTINGS CONTINUITY OF � CORNERS OOF 2x8 SYP S ETHING RIDGE TYP, H2.5 EA. END OF RAFTER 2xg RAFTERS RAFTER TOPS, 24 0, • VERTICAL_ ST STUDS2x UDS 48" O,C. . (2) 12d NAILS STUDS INTO RAFTER H2.5 EA. STUD TO PURLIN M-TS 12 48" O.C. 2x8 SPRUCE 2x4 PURLINS TO- . CONT• AT VALLEY TRUSS BELOW R SHEATHING ROOF SHEATHING UNDER VALLEY U R VALLEY I RE-ENG'RED TRUSSES CONVENTIONAL FRAME ROOF VALLEY DETAI L EXISTING CONC, BLOCK WALL 4" CONC, SLAB R[AF EDGE 4'-0' Ce T T 0 0 0 RIDGE 2 © n 4 -0 T T O � -~_ I O 4'-III . �� T T �r 2 ]ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN, 48 GUN NAILS ZONE 1 EDGES @TRUSSES 6' 0,C AND INTERMEDIATE TRUSSES 12' GE, ZONE 2 EDGES @ TRUSSES 6' UL AND INTERMEDIATE TRUSSES 6' O,C, ZONE 3 EDGES @ TRUSSES 6' OL AND INTERMEDIATE TRUSSES 6' OC, TOP CHORD BUCKING � V-0' O,C, MAX, IN FIRST 2 FRAMING SPACES @ EA END RU ROOF SHEATHING,_ BUILDING WIDTH BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING I I I I Ld a U KNEEWALL <SEE DETAIL.. CO �— x cv I I I _ 2"x8" :ROOF RAFTERS @ 24' o/ FIBERGLASS SHINGLES OVER ,30ft FELT UNDERLAYMENT 1/2" PLYWOOD SHEATHING OR 7/16" OSB MIDI, ---\ (S•EE NAILING CHART) MTL, HURRICANE STRAPS - TYPE SIMPSON HETA 20 MTL, DRIP 2"X4" FASCIA I 12fi I PRESCAST CONC, SILLS I 8"X8"X16" CONC, BLOC IN COMMON BOND 14 50 BART VERT C6'-0" o/c MAX. EXISTING CONC, SLAB •;:�� "`�..�r;:', �3�:�;•+,f'•�•;; � .i,,.. .,, & FOUNDATIONGRADE :''�:'"PROPI7SED FOUNDATI❑N;,: co � 11 RLELREHOY E 6„ � 2#S� BARS CUNT, FOOTER TO FOOTER CONNECTION SCALE: 3/4"= V-0" \-TYP, HURRICANE STRAPS TYPE SIMPSION META 20 2"x6" CLG, RAFTERS 2 24'o/c 1/2" DRYWALL ATTIC INSULATION (R-19 MIN,) i 8"X8"X16" CONC, "U" BLOCK TIE BEAM -W/1450 BAR C❑NT, (6"MIN, INTO EXIST, TIE BEAM) _8"x^o" PRECAST CONC, LINTELS WHERE WINDOWS OR DOORS OCCURS, W/1#50 BAR INDOWS PER OWNER --STOOLS PER OWNER I"X2" PT FURRING AT 16`, 0/C 1/2" DRYWALL INSULATION (R--42 MIN,) oL I � N 4"CONC.SLAB REINF W/ 6"X6"kk10 WIRE MESH (OR FIBERMESH CONC.) "'. t, - OR M"'�r .rj 1r, '•, a -6 MIL MOISTURE BARRIER MIN COMPACTED FILL 2#50 BARS CONTX6' MIN. INTO 1 -4" EXISTING F❑OTING) TYP, WALL SECTION SCALE13/4"=V-0" ROOF FRAMING PLAN FRAMING NOTES: I. ALL LUMBER TO BE SOUTHERN YELLOW PINE 02 OR SPRUCE 02, MAXM,C, OF 197 EXTERIOR LUMBER AND IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, 2, ALL EXTERIOR DOORS AND DOOR TO GARAGE MUST BE OF SOLID WOOD AND MINIMUM THICKNESS OF 1 3/8', OR SOLID CORE METAL 3, PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES, 4. EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707,42 OF THE FLORIDA BUILDING CODE 2001 EDITION 170742 EXTERIOR WINDOWS AND GLASS DOORS 1707,42A TESTING AND LABELING, EXTERIOR WINDOWS ,AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING 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 SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/I2 2/97 5, ALL HURRICANE ANCHORS BOLTED TO BOND BEAMS MUST USE ALL THREAD ROD MIN, 6' EMBEDED WIT EPDXY, 6. ENGINEER SEAL DOES NOT CERTIFY ELECTRICAL,