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HomeMy WebLinkAbout1616 E 4 St (2)CITY OFSANFORD PERMfr AVVLWA 40N Vermit#: � -- (` ^� Da (c: ��.0 - Job Address: 1(0((, —�� l An. �c ✓�(�' rl J %�% __ _ _ -- -- -- - --- r J ------ ECiEIVE - Description of Work: v%�,a - )1Tt w__ _ _Total Square Footage 'I it l Ir, ren llistoric District- Zoning: "! Value of Work: $.--- L/o� dv0 _—__—_--___---- 2UU Permit Type: Building, ✓ _ Electrical Electrical: New Service -- fl of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: ✓# of Fixtures Mechanical Plumbing— Firc Sprinkler/Alarm fool _ Addition/Alteration Change of Service Temporary Pole _ - Replaccutcut New (Duct Layout & F.uergy Calc. Required) I! of Water & Sewer Lincs H of Gas Lures Plumbing/New Residential- li of Water Closets Plumbing Repair - Residential or Comutcrcial _ Occupancy Type: Residential Commercial Industrial Construction Type: I H of Stories: N of Dwelling Units: !m Flood Zone. :. (FEMA form required ) -owners Name & Address: _ ►1 ~1 s -4PL�--tr 7,.e W _`1f; A1� Art' i coli. - — h mss- ----- _-------------�-/--�-7-�- ArCt,!l,� �_l �%%�c�, _ __thone:—( ' 1���0� �• ��(��1 \^ t'� -Coutractor Name & Address: -Phune & Fax_ Bonding Company: _ Address: Mortgage Lcudcr-, q Address: _ "tact person. State Oceuse Number: Architect/Engincer: PAMa �%VL --�L� _�._. --- _ Phone. Address: 16 , 42(.1-CI"o.✓ LI) At-`i7.aorr� Fax:._.__.. .._._.____,_..._.._.._.._, Application is hereby made to obtain a permit to do the work and installations as indicawd. I certify that no work or installation has conuncnccd pn for to the issruance of a pemtit and that all work will be performed to meet standards of all laws reUufating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOt.S, FURNACES, BOILERS, I (EATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVrr: [ certify that all of the foregoing information is accurate and that all work will be done in complimice with all applicable laws regulating construction and zoning. WARNING •r0 OWNF,R: YOUR FAILURE,'['() R-LCORI) A NOTICE OF COMMENCEMENT. MAY RESUL f IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IMPEND TO OBTAIN FINANCING, COM01, r W I TI I YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT - NOTICE: [n addition to the requirements of this pemtit, there may be additional restrictiuns applicable to this property that may be found in die public records of this county, and there may be additional permit) required front other governmental entities such as water nnaiagcnrcut districts, state agencies, or federal agencies. Acceptance of pcnnit is veritic t 6n tl tiC^I wil q tify the owner of the roperty of the requirements of � - h /-- Signature of Ownir/ 90jt a to Signature u Lien (,taw, FS 713. P Iveer cut'' +me Print Contrackx/Agent' Signature of Not y S aot Ftcirida "��. r flats �.t Signature of Notary -St.{ (WW DEBBIE BLANTON &W COMMISSION # DD IDA91 EXPIRES: February 25, 2007 1-800-3-tJOrAH'( FLNtmtAs:,uc Owner/Agent is vnally-.ICrt zw[,t tnij Ii �13I — Produced ID' APPROVAL'): ZONING: �,1`% 0J C TIL: Special Conditions: Conditions: Rcv 03/2006 Cox imuctor/Agent is Produced 11) FD.- ENG: Name Datc Date Personally Known to Me or n►' BLDG: 411,40411 LEGAL, DESCRIPTION: THE SOUTH 29 feet OF LOT 7 and ALL LO1" 8, BLOCK 2, SECTION MARVANIA, according -to the Plat thereof as recorded in Plat Book 4, Page 100 of the Public Records of Seminole County, Florida. 5: ' r ' --___-4---------------------------------------- T-_�_------------ -___-__ -_r..--_,__--______---- I 1 1 I I ' 1 I F 1 10 I (O 01 I 1� 1n' 1 I 1 I r ' I r 1 , r i 1 , NORDI LINE. SOUTH 29' LOT 7 i r 1 , , 1 , -----Y ---------------------•--•-_--_--•-___.._ r ' ir , ' I i4. o.1 CSI ,,1�1 �.� I FND 1- IRON i FND 1' IRON I PIPE (NO 0) 1 PIPE (NO f)i IJJ 7' UTILaTY ' 1I 7 - ESMT i � .35.5' � WOOD j DECK QNEW ADDITION Ci T 77 19.14 41. ' 1 STORY CONIC. I o ' 13LOCK/STUCCO o a I 1 � ~ -• /"'fir YJOOD . v ' FE►ICE , �, 35. o ' O r ' ` •° ° $ o ,CON C. ° _90. MT0.2 i _ -_ TWO 1 s r .© _ - ,.... .�,' FND 1 IRON i IRON PIPE - - PIPE (NO #) (ND lei 0 . I C7 ©.7 ---------------- I i SIT L SCALE: 1" = 30'-0" F n{arloygc PRl1Nr�l�T NE BEDROOM VAUL"rED CLG. L-41 F -L-4 1 10:1 LINTEmL PLAN SCALE: 1/4" g IIA" 1100M Acidition '1616 East 4th Street Sanford. FL 32777L Parcel ID#o. 30-19-31- THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF SECTION 1003.1.4 OF THE FLORIDA BUILDING CODE 2004 EDITION, 2005 REVISIONS AND ASCE-7-02 AND HAS BEEN DESIGNED PER THE FLORIDA BUILDING CODE "RESIDENTIAL" 2004 EDITION FOR ALL ITEMS OTHER THAN WIND LOAD. 1.) BASIC WIND SPEED - 110 MPH F.B.C. R301.2.1 2.) WIND IMPORTANCE FACTOR - 1.0 BUILDING CATEGORY: TYPE II CONSTRUCTION TYPE: VB (SINGLE FAMILY RES.) GROUP = R3 3.) WIND EXPOSURE CA TAGORY (B) 4.) INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .13 HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT 13 1.0 DESIGN CRITIERIA 1.) SHINGLE ROOF DEAD LOADS = 20 psf 2.) TILE ROOF DEAD LOADS = 30 psf 3.) ROOF LIVE LOADS = 20 psf 4.) FLOOR DEAL) LOADu = 15 psf 5.) FLOOR LIVE LOAD = 40.psf QUALITY WINDOWS, PORCH, & GARAGE DOORS PRECAST COMPANY PRECAST LINTEL (8" x 8" FILLED & UNFILLED) Total Allowable Superimposed Load - Pounds pre Linear Foot Description Mark No. Clear Span Lintel Size fb1q,i T3'->��'' No Fill Filled (1)!#5 No Steel i (A) I Filled (2) #5 (B) L-2 f 2'-1• I M-1 �� �� '54I3v� 411c L-3 3g20 M-2 -4363 1. b.. L -q 2-1,15 2(__9R 3b&b 3&17 QUALITY DOORS PRECAST PRECAST LINTEL (8" x 8" FILLED & UNFILLED) COMPANY Total Allowable Superimposed Load - Pounds pre Linear Foot Description Mark No. Clear Span Lintel Size No Fill No Steel(A) Filled (1) #5 Filled (2) #5 (B) M-1 1'-a Y -ID" 411c Saab 3g20 M-2 2•-2+. 1. b.. 28-1-3 2-1,15 2(__9R M-3 2'-b" a' -Q" 15bq 2.21q :2182 M-4 3'-z' a' -b" 1335 IB6-1 1532 M-5 -1'-a" 5'-4- 821 1310 1324 M-6 a'-6° 5'-10" 641 1025 1036 M-7 5'-2° 6'-6" 51q 422 831 M-8 M 502-0200-0070 SHEET INDEX Description Page Site P, Ian 1 As-Buiilts & Foundation Plan 2 Floor ,Plan & Elevations 3 Roof, Electrical & Detail Plans 4 1 1�' •f1 STD. 180 DEGREE HOOK (N EA. END OF STIRRUP Wf2 V2" • LEG EXTENSION PAST BEND (TYP.) • TOP LEG BAR A 318" BAR EACH LEG i 7132" STIRRUPS @ 4'4" C•C �11 • (TIED OR WELDED) • j BOTTOM STEEL (SEE SCHEDULE) - - "A" BAR NOTE: I.) MINIMUM COVERAGE OF STEEL 1.5" A BAR 2.) CONCRETE STRENGTH @ RELEASE IS 3,300 PSI TYPICAL FILLED PECAST LINTEL SECTION N.T.S. MNS REVIEWED CITY OF SANFORD Patrick M. M uench 810 Arlington Blvd. Altamonte Springs, FL 32702 Cert. # 38750 i'tRMIT REVISIONS BY August 21, 2006 SES W Z O O 08 F- W W Cq O CD in 0) Z Z N cl W mO� LL r M �LLa r W e W W J z W O O O W W Cq O CD ....1 � wto N cl W LL r M r W e W M o J LL V - d. QD Z w I.I. CL DRAWN BY: STEVEN E. SHIELDS DRAWING SITE PLAN DATE JUNE 16, 2006 SCALE AS SHOWN MODEL NAME: TRIPLETT SHEET 4 OF SHEETS W O DRAWN BY: STEVEN E. SHIELDS DRAWING SITE PLAN DATE JUNE 16, 2006 SCALE AS SHOWN MODEL NAME: TRIPLETT SHEET 4 OF SHEETS EXISTING DECK REMAINS SCALE: 114" = 1'-D" 35'-6" (FIELD VERIFY) NEW FOUNDATION PLAN SCALE' 1161• =1•-0•• jigson MINI NATIONAL PKINTFAST NO 166A 2406 can U REMOVE THIS ROOM AS -BUILT REAR ELEVATION SCALE: 1/4" = 11A" REMOVE ALLREMOVE ALUMINUM ROOM FILL-IN WINDOW REMOVE STORAGE SHED AS -BUILT LEFT SIDE ELEVATION SCALE: 1/4" - 1•L•• THE CONTRACTOR MUST FIELD VERFY ALL DIMENSIONS PRIOR TO ORDERING TRUSSES OR BEGIN CONSTRUCTION 0 Patrick M. M uench 810 Arlington Blvd. Altamonte Springs, FL 32702 Cert. # 38750 6/Z-030 l'' Z 0 co F.Q -� Z Z >>Q 00 0 -� Cn LL a. Q W Z W _ O O Z WO W W N N p M O 0 Cf), WLL p � M W W LL. o J (D Z W CIDa� N 0M oo®o DRAWN BY: STEVEN E. SHIELDS DRAWING AS-BUILTS DATE JUNE 15, 2006 SCALE AS SHOWN MODEL NAME; TRIPLETT SHEET 2 4 OF SHEETS REMOVE STORAGE STRUCK BLOCK REMOVE STORAGE SHED AS -BUILT LEFT SIDE ELEVATION SCALE: 1/4" - 1•L•• THE CONTRACTOR MUST FIELD VERFY ALL DIMENSIONS PRIOR TO ORDERING TRUSSES OR BEGIN CONSTRUCTION 0 Patrick M. M uench 810 Arlington Blvd. Altamonte Springs, FL 32702 Cert. # 38750 6/Z-030 l'' Z 0 co F.Q -� Z Z >>Q 00 0 -� Cn LL a. Q W Z W _ O O Z WO W W N N p M O 0 Cf), WLL p � M W W LL. o J (D Z W CIDa� N 0M oo®o DRAWN BY: STEVEN E. SHIELDS DRAWING AS-BUILTS DATE JUNE 15, 2006 SCALE AS SHOWN MODEL NAME; TRIPLETT SHEET 2 4 OF SHEETS OFF -RIDGE VET DRILL 6" INTO EXISTING LINTEL EPDXY # & DRIVE # 5 REBAR AND BEND VERTICAL - 25" LAPS REQUIRED SPLIT FACE OF BLOCK @ PROPER FILLED CELL LOCATION RIG IDE ELEVATION SCALE: 1/411 = 11-09• NOTES: 1.) INSERT DOWELS VERTICAL AND STRAIGHT WHEN NO WALL IS PRESENT. 2.) 3!4" HOLE BLOW OR BRUSH CLEAN 3.) SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL. (eg. SIMPSON SET -KIT, SET -PACK) ALTERNATE LOCATION OF FOOTING DETAIL WITH FILLED CHAIR BLOCK—� DRILL 6" INTO EXISTING FOOTING EPDXY & DRIVE #5 REBAR AND BEND VERTICAL, 25" LAPS REQUIRED-- . \ . STEM WALL MISSED DOWEL DETAIL N.T.S. NATIONAL PBINTFAST NO 186A 2406 -,1 ISTING CCK OL +8'-0" CLG. HG' OL +0'-0" FIN. FLR. 30 -YEAR ARCH. DESIGN SHINGLES LEFT REMOVE EXISTING SHINGLES & REPLACE WI ARCH. DESIGN SHINGLES IDE ELEVATION scaLe: va- = IL -L" 12 MATCH EXISTING V-4" O H. EXISTING DECK & RAILING REMAIN NEW STRUCK BLOCK +8'-0" CLG. HGT. +0'-0" FIN. FLR. ELEV. IV REAR ELEVATION SCALE: 114" = 11-011 � • �, rte- �"� � - 6,11 EXISTING EXISTING ►,-�6 A11A__ 11� It-<HeT KITCHEN GARAGE EXISTING REMAINS EXISTING REMAINS EXISTING FAMILY ROOM DINING ROOM BEDROOM REMAINS INSTALL (1) 12" #5 REBAR REMAINS INSTALL (1) 12" #5 REBAR REMAINS EVERY 32" WITH MIN. HORIZONALLY EVERY 32" WITH MIN. HORIZONALLY FILL-IN EMBEDMENT & EPDXIED INTO EXISTING THIS PORTION OF FILL-IN EMBEDMENT &EPDXIED INTO EXISTING TABULATIONS SLIDING GLASS DOOR WINDOW (TYPICAL) LIVING AREA = 473 S.F. 28III III IIU\1\\\NfiII III IM till till It 11111111111111 R. & S. VAULTED CLG. - 16'-0" $1-41' 3, 4, , L C CV 1 28 R.I I R. 7-7,,0 &Iw1(�'0- NEW s.l VAUL� S. K N Patrick M. Muench EXISTING � 1 , BEDROOM I 1 D "A"��E°��� "' 810 Arlington Blvd. DECK N T - VA°`TL,° LG. I I Altamonte Springs, FL 32702 o 1nr1 a 2$ o SEN, Cert. # 38750 CEILING PEAK ' I VV 4'- {1' UJ (� DQ 24 SH 24 SH 24 SH 24 SH RELOCATED D.P. +25.9, -34.7 D.P. +25.9,-34.7 D.P. +25.9,-34.7 D.P. +25.9, -34.7 METER BASE & 91-O,I 81-0" 101-6" 6'-8„ MAIN (J DISCONNECT OR PLAN SCALE: 1/4" = 1' - 0" 35'-6" (FIELD VERIFY) REVISIONS BY August 26, 2006 SES 0) 08 z 0) o z a a J CL W � J Q W 0 :J LLW W CD o Z W o W W Cy co D ch O N (n JCD W U Q r M ~� CJ W LV LL o J toZ J a � W �Q� oc � C/) Q IL N W�wN A o � L VL M OEM �0®0 DRAWN BY: STEVEN E. SHIELDS DRAWING FLOOR PLANS DATE JUNE 15, 2006 SCALE AS SHOWN MODEL NAME: TRIPLETT SHEET 3 4 OF SHEETS V-4" OH 35'-6" (FIELD VERIFY) ROOF FRAMING & FASTENER PLAN ��� SCALE 1141• = 1. 0•• xd PT BUCK 306" x 1-314" TAP -CONS STAGGERED S" O 1 WINDOW BUCK DETAIL N.T.S. 1'4' OH CONNECTOR LEGEND SYMBOL LOCATION MANUFAC. CONNECTOR FASTENERS TO RAFTER FASTENERS TO WALL UPLIFT ..H" SHOE PLATE TO RAFTER SIMPSON H2.5 (5) 8d NAILS 5 8d NAILS ( ) 415# „A„ RIDGE BOARD TO RAFTER SIMPSON A35 (6) 8d NAILS (6) 8d NAILS 275# "W11 LINTEL TO TRUSS SIMPSON HETA20 (8) 16d NAILS EMBEDDED 1,810# NOTE& I. TRU55E'� MUST BE CAPABLE OF TRAN5FERRIN6 LATERAL LOADS TO BEARING WALL!�,. Z. TRU55E5. GIRDER5, AND BEAM TIE DOWN(a TO BE SIZED PER TRVSS MANUFACTURERS UPLIFT GALCULA710N5. ANY QUE5TIONS A5 TO THE SIZE, TYPE, OR VALUE OF A NAIL. STRAP OR CLIP SHOULD BE VERIFIED BY THE 5TRUCTVRAL ENGINEER. 3 HEADER STUD REQUIREMENT 2 HEADER 5TLD5 (EACH SIDE) I'-6" TO b' -O' yl L_ 3 HEADER 5TUD5 (EACH SIDF) 6'-0" TO 12'-0" 4 H&ArtR 5"U 5 (EACH SIDE) 12'-0" TO Ib' -0" 2 HEADER 5TUD5 REQ. (1) RILL LENGTH STUD 3 HEADER 5TUD5 REQ. (2) FULL LENGTH STUD5 4 HEADER 51UD5 REO. (2) FULL LENGTH 51UD5 4. BEAR4,16 WALL NAIL PATTERN, 1. PLYWOOD. (FIELD) 05E 80 NAILS e 12" O/C_ OR O.S.B. (EDGE) U5E bO NAIL5 • Wok 2- 6YPSUM: (FIELD) USE 50 NAILS • 10" O/C (EDGE) USE 50 NAIL5 0 1" O/C 5. ROOF NAILING PATTERN: PL.YWD OR OSB - EONE ONE I USE 8D COMMON NAILS e 9' O/C ZONE CHART ONE 2 - USE 8D COMMON NAILS e 6" O/G 3 USE W COMHOM NAILS 0 4' O/C b. 1/2' GYPSUM CEILING USE 50 NAILS o -T" O/C T, 2 1/4' X .131 PNEUMATIC NAILS MAY BE USED IN LIEU OF PO COMMON NAILS. NAILED O 5" O.G. EDGES 1 O 10" D.G. FIELD 8. ALL INTERIOR LOAD 13EARINC7 WALLS TO BE 2X4 *2 5PF e 24" O.C. UP TO 14'-0" }i[,7, INTERIOR LOAD BEARING WALLS A13OVE 14'-0' TO E1-: 2X4 112 SPF'e'16' O.G. UNLESS OTHERWISE NOTED. PLYWOOD NAILING DETAIL PRE-ENGINEERED CATHEDRALTRUSSES Q "o (AV �- - No n (jl 111 111 . r r i ►_, I�t�=1:1�/�/illi\\\i��l[]=C��1�t1I��Ci1ILl��1��:'-i��li�l\1�1111� ■ NEW METER BASE ELECTRICALPLAN &MAIN DISCONNECT SCALE: 114" = 1'-0" DRIP EDGE 6" ALUMINUM FASCIA (SEE ELEV.) �. 12" MAX. - 2 x 6 CONT. J 1J f VENTED SOFFIT 7/16" O.S.B. OR CDX GABLE SHEATHING % ~ \ W/ 8d RING SHANK NAILS @ 6- O.C. f > ON EDGES AND 8" O.G. IN FIELD �� HARD -BBD. LAP -SIDING - GABLE END TRUSS 16d NAILS HFTA20 ALONG GABLE TRUSS @ 48" O.C. MAX. W/ (6) 10d NAILS Rte� �f ARCH. DESIGN SHINGLES 12 MATCH ` EXISTING 30# FELT 15/32" OS B NAILED W/ 8d NAILS 6" O.V. ON EDGES & 8" O.0 IN FIE R-30 SIMPSON HFTA20 2 x 4 SUB FASCIA 81-011 0 CEILING 1/2" DRYWALL ' \2-1/4" METAL DRIP LINTEL BOND BEAM --1-- - COARSE W/ (1) #5 _11 1 x 6 FASCIA REBAR CONT. LUMINUM SOFFIT OVERHANG PRECAST LINTEL /All 8" C.M.U. 1 x 2 PT FURRING 16" O.C. SEAL WALL PRIOR TO PAINTING R4.1 AL -FOIL SINGLE HUNG ALUMINUM WINDOW MARBLE SI 15132 O.S.B. OR CDX ROOF SHEATHING NAILED W/ 8D GALV. NAILS 6" O.C. ON EDGES AND 8" O.C. IN FIELD 2 x4 BLOCKING (?P48" O.C. MAX. I FIRST (3) TRUSS BAYS 2 x 4 DIAGONAL BRACING @ 48" O.C. MAX. TO 3rd TRUSS (START DIAD. BRACING 6' FROM END OF TRUSS) i LINTEL BLOCK W/ (1) #5 ROD TRUSSES 24" O.C. (TYPICAL) MASONRY GABLE END BRACING N.T.S. PRECAST SILL I I 1/2" DRYWALLI E (1) #5 REBAR VERTICAL DOWEL W/ MIN. 25" LAPS & 10" HOOKS 3-1/2" 2,500 P.S.I. CONC. W/ FIBER MESH WD. BASE CARPET I +0'-0" - FINISH FLOOR I$I_YA I 6 MIL. VISQUEEN CLEAN COMPACTED (( GRADE (95%) FILL d t ao (2) #5 REBAR 6, W/ MIN, 25" LAPS h - ----N TYPICAL WALL SECTIONAL SCALE: 314" = 1'-0" COMMON T OR RAFT 2x8-#2PINE RIDGE BOARD 2 x 6 VERT. SCAB MAX. 48" o.c NAILED W/ (4) 10d NAILS TO RAFTER & SIMPSON H2.5 (a) W/ (10) 8d NAILS CONTINUOUS 2 x 4 NAILER (TYP.) RIDGE BOARD (1) SIMPSON A35 275# U.L. W1(10) 8d NAILS BEVEL CUT BOTTOM RAFTER (3) 16d NAILS L EACH TRUSS BRACE 1/2" DRYWALL RUSSES BELOW SHEATHED PRIOR TO VALLEY FRAMING INSTALLATION x 6 #2 YELLOW PINE VALLEY FRAMING 2 x 6 RAFTERS YELLOW PINE SHEATHING TRUSSES OR RAFTERS NAIL BOT. RAFTER TO SHOE PLATE / (1) SIMPSON MTS12 \ W(0) 10d NAILS 860# U.L. W/ (14) 10d NAILS 48" o.C. MAX. TO TRUSS OR RAFTER VALLEY FRAMING DETAIL SCALE: 1w, _ 1'-o" Patrick M. M uench 810 Arlington Blvd. Altamonte Springs, FL 32702 Cert. # 38750 P Los �EVIEwtR� CITYOF SANFC) REVISIONS BY August 21, 2006 SES J a 06 00) U �a � J o J W CD r. Z W O o 1�- W W c'v N 0 w M N w U. VL M INNNNN- CO) h � W W LL o (p Li Z J r w (n l en wN>~met V1 DRAWN BY: STEVEN E. SHIELDS DRAWING ROOF PLAN DATE JUNE 15, 2006 SCALE AS SHOWN MODEL NAME. TRIPLETT SHEET OF SHEETS