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HomeMy WebLinkAbout2400 Park Ave 17-286 (A) DEMO & ADDITION OF GARAGEJob Address: Parcel ID: w CITY OF SANFORD BUILDING Sr FIRE PREVENTION ;.�; MC PERMIT APPLICATION JAN 0 2017 / r ,.Y Application No: ! �"'r.� �' BY Documented Construction Value: $ 0 Moo -5 ?6,v- ... A-yt-� Historic District: Yes ❑ No'01 �tj 4Vk, ResidentialE/Couaniercial ❑ Tvlae of Work: New Addition ❑ Alteration ❑ Repair ❑ DenjoChange of Use ❑ Move ❑ Description of Work: 6AQ ��,wz Plan Review Contact Person: ya(:aC'� Title: Phone: '"�=x"'1 Fax: Email: mils Property Owner Information Name Street: "S t City, State Zip: `r� 1��D �-- _11 ('Itone: Resident of property? Contractor Information J����� Name 43w'\ = P11oIleCAy1`) 44 Street: Fax: . City, State Zip: State License No.: Name: ` V&NL_L.-- 1 �' Architect/Engineer Information Street: City, St, Zip:'P+ Bonding Company: Address: Fax: E-niail: Mortgage Lender: 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 THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certiCy that no work or instaltation has /\ commenced prior to the issuance of permit and that all work will be performed to meet standards of all laws regalati ng construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc, FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code r � Revised: June 30, 2015 Nermit Application 1 F _ SCALE: 1 " = 30' FOUND 1/2' IRON ROD NO IDENTIFICATION DESCRIPTION (As Furnished) --- — LOT 17 AND THE NORTH 73 FEET OF LOT '18 AND THE EAST 1/2 OF VACATED ALLEY ON -'THE WEST, PINE HEIGHTS, according to the plat thereof as recorded in Plot Book 3, Page 51 of the Public Records of Seminole County, Florida, The Remainder of Vacated Ailey (Not Included) I 1 r LOT 1 I I I tµ VACATED 14' ALLEY I PER O.R.B. 620/ PG. 464. i U 1 � I I O I co t � �I I I 1 - 1 I i 1 .. f Car LOT 2 I � I '(n F , c / OIFOUND 1/2- IRON ROD yI l NODENT1FtCATION 1 1 I 1 1 1 LOT 3 FRANKLIN ST. 50' PLATTF'0 RIGHT OF WAY ASPHALT ROADWAY 2' CUR8 & EDGE OF PAVEIJEN r S87"15'16"E 147.29'(n -I) I I _.- . '_' I 7 a _ r 25.3 JINN STORY !�1 s RESIDENCE ' I \ 1--,--- 17a��P)� u' /12400 9. a I 50.0 A/C 13.6 16,7'—@VrUL �-I. I�q •• \ ` \\\ .�.T�,- � \i rte-- - l�\��\ •: 13 12.7 ., - <: \ •^ti, t 1 Com' "--•=•" --�- �':,..x,�._.,.-`_;:;� . FOUND 11/4- IRO1I PIPE NO IUENTIFICAnON WALK IS 3' QF I. \ FOUND 1/2" IRON ROD \ NOIDENIIFICATION /WALK IS 3.2' OF-, LUT 17 o o o /V U � .DRIVE... - tai+ THE NORTH 73' ! OF LOT 18 FOUND 1/2" IRON ROD NO IUFNT1FICATION (INCLUDED) WALK IS 3.1' OFF M THE REMAINDER 287`34'5 /"E 1 gg 32'(M) OF LOT 18 (Nb'r INCLUDED) LOT 19 APPROVED PLA A x G. DEPT. C1 Delta = 1274'18" Radius = 523.15' L1 Arc length — 111.74' S10'22'00"E 111.53' 534'29'40"E Chord Bearing & Distance 24-GY(m) 24.55'(p) S10'22'00"E 111.53'(m) Ok to demo existing wood frame detached garage and construct 24' x 36 (864 square foot) new block detached garage. Garage meets area and dimension regulations for the SRI -A zoning district and meets regulations for Accessory structures per Schedule F, Section 1.0 of the City of Sanford Land Development Regulations. Radius — 50.00' Are length = 18.99' Chord Bearina & Distance = 504'56'45"E MW(m) FOUND 1 1/4' IRON PIPs No I0EN1'IFICATION '.'IAL , IS 3' OFF GENERAL FOUNDATI N T 1. Concrete footings shall have a compressive strength of not less than 2,500 P.5.1. 6 25 days. 2. All 4' concrete slabs shall have a comprehensive strength or not less than 2,500 P.S.I. a 2& days. Slabs shall be reinforced with 6'xFo' 10/10 W.WM. on b mil. vapor barrier over clean compacted termite treated fill. I Fibermesh Optional 3. Reinforce footings with 05 bars as indicated. All bars shall be deformed, shall conform to ASTM serial designation A305, be clean and free of rust a scale. 5plicee shall overlap 25' Min_ 4. W Denotes Filled Cell W/1 05 Vertical. Max. Dowel Spacing To E3e S' -O' O.G. 5. Extend slab 1-1 1/2' at door openings. fo. Extend slab 1-1 1/2' and recess 3/4' for sliding glass door tracks. 1. Contractor ehail verify all dimenslons and fixture locations on site before pouring of concrete slab. MISSING DOWEL Pre -Drill 3/4' Hole Minimum Embecidment 5". Remove Any And All Dust From Pre -Drilled Hole. Add Two Part Epoxy As Per Manuracturers Specs. Place Clean 05 Rebar Into Pre -Drilled Hole Filled With Epoxy. Turn Rod Slowly Until Rebar Hits E3ottom. Do Not Disturbed During Set Time As Per Manufacturers Specs. all G.M.U. SEE WALL SECTIONS --� FOR DETAILS 7 CL 4" CONC. SLAP G11 -A IN FIN15H FLOOR FINISH G DE Kv MONOLITHIC FOOTING L)1/ (2) "5 PIA. RODS CONT. CLEAN caMiAc i FILL ON CHAINS TERMITE TREATED A EXTERIOR MONRY WALL FT(3 CONE 5TORY) F r 241-01 FOUNDATION FLAN 5hinele5 To Match Existing Nouse FRONT ELEVATION Bearing -0 10'-0 'r-- revieiona 24'-0" 01-24-11 60 Amp <.,5ub Panel *11111,11,11 H1111111 1111;111111111 1W1 111111111111111 jl� Ilse Recept 220 Recept L Q ro I .l� 14: I- I lec Czar. Open 10) 0 I10 Rece�at i Provide 3/_0 :t,o" Opening 220 Recep 5-- Typ. 2'x4" 110 Recept Flour. L t Typ. Switch Cfl All Receptacles in Garage To Pe GFCI Protected Xp Re [:D:____�Typ. 227 110 Recept epRecept 8 FLOOR / ELECTRiCAL_ FLAN 864 5q. Ft., RiGsHT ELEVATION Itt-CORD COPY rn� 3'` vJtrS>t~hprG MkGt�N`c. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER Z. %'s- DATE SANFORD BUILDIN . DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED OSANFORDftesults to be Verified crt Slub Inspection #17 - 286 Q� ® Cq FRONT ELEVATION Bearing -0 10'-0 'r-- revieiona 24'-0" 01-24-11 60 Amp <.,5ub Panel *11111,11,11 H1111111 1111;111111111 1W1 111111111111111 jl� Ilse Recept 220 Recept L Q ro I .l� 14: I- I lec Czar. Open 10) 0 I10 Rece�at i Provide 3/_0 :t,o" Opening 220 Recep 5-- Typ. 2'x4" 110 Recept Flour. L t Typ. Switch Cfl All Receptacles in Garage To Pe GFCI Protected Xp Re [:D:____�Typ. 227 110 Recept epRecept 8 FLOOR / ELECTRiCAL_ FLAN 864 5q. Ft., RiGsHT ELEVATION Itt-CORD COPY rn� 3'` vJtrS>t~hprG MkGt�N`c. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER Z. %'s- DATE SANFORD BUILDIN . DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED OSANFORDftesults to be Verified crt Slub Inspection #17 - 286 SHEET A-1 Design # REAR ELEVATION LEFT ELEVATION STRUCTURAL NOTES SEAL � IMPORTANCE/USE FACTOR #1, WIND EXPOSURE C BUILDING CATEGORY Ii, INTERNAL PRESSURE COEF. .18 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE STH EDITION 2014 FLORIDA N� BUILDING CODE (RESIDENTIAL) FOR A 139 (VULT) AND 108 (VASD),, MPH WIND ZONE EV. H= JAN 3 0 2017 Q� ® :3 fzi `fvim� V% SHEET A-1 Design # REAR ELEVATION LEFT ELEVATION STRUCTURAL NOTES SEAL � IMPORTANCE/USE FACTOR #1, WIND EXPOSURE C BUILDING CATEGORY Ii, INTERNAL PRESSURE COEF. .18 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE STH EDITION 2014 FLORIDA N� BUILDING CODE (RESIDENTIAL) FOR A 139 (VULT) AND 108 (VASD),, MPH WIND ZONE EV. H= JAN 3 0 2017 Q� fzi tL —ll -0 .3 -711 CO V C\2 r� V1 U3C_ to CD ri Q oasd' rz o w 'd ®1 'S 4 O P-, SHEET A-1 Design # REAR ELEVATION LEFT ELEVATION STRUCTURAL NOTES SEAL � IMPORTANCE/USE FACTOR #1, WIND EXPOSURE C BUILDING CATEGORY Ii, INTERNAL PRESSURE COEF. .18 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE STH EDITION 2014 FLORIDA N� BUILDING CODE (RESIDENTIAL) FOR A 139 (VULT) AND 108 (VASD),, MPH WIND ZONE EV. H= JAN 3 0 2017 PRE-ENGINEERED TRU55E5 ROOF PITCH PER ELI-VATION5 AND 7 ROOF PLAN 12 ARCHITECTURAL SHINGLES ON 30 ft ROOFING FELT OVER TO MATCH EXISTING STRUCTURAL SHEATHING TO 7/16' OSB OR 1/2' CDX—i 2'x6" FAIA TO MATCH EXISTING HOUSE HARDIPLANK SIDING INSTALLED PER MANIFAC. SPEC. #5 VERTICAL REINF, CONTINUOUS FROM BOND 15EAM TO FOUND. (5EE PLAN) #5 VERT, (SEE PLAN a 0 O'-0" FIN. FLR. AT 24' Q.C. SEE TRUSS LAYOUT CONC. AND -#5 CONT, PRE -CAST L.INTEL ALUM, FRAMIL WIND❑W PRECAST CONC. SILL 1 - SEE FD' PLAN FOR FINAL GRADE DETAILS One Story Typ. Ma song ry Wa I 1 Sect Ion SCALY: 3i4"=r-m" P.T. 2x6 WOOD JAMB ANCHOR TO BLOCK R 48'' Q.C. W/ L/2'oxW LG, A.B.C. aL I ml \.I' 2' TRIM FINISH PER. ELEVATION #5 VERT. BAR ON POURED CELL, JAMB AT GARAGE DOOR DOOR OPENINGS (.ALL BRANDS) 1x4 P.T. W MCAD EWCK W1 WIIIID CA*—\TAPCON5 A5 PER 5GHEDULE §/,_"THRESHOLD WILLOW MTL, DOOR SILL FINISH PER. ELEVATIO.ERT. BAR ON POURED CELL IF SHOWN ON FLOOR PLAN, JAMB AT EXTERIOR DOOR 1/16" OSB. SHEATHING ( SEE NOTES FOR NAILING PATTERN ) 5EE TYP. WALL SECT. -� FOR EAVE DEVI-5 2x4 STUDS s ib" O.G. EXTERIOR FIN. SEE ELEVATION 1/16" 058. SHEATHING NAILING- PERIMETER- 6" O.C. INTERIOR- 12" OC PROVIDE HARDWILANK 51PING META 18 AT 48" 0.0- 2X8 P.T. 60LE PLATE W/ tiZ 4 A,5.,g 32" o.c. W/2"O WASHER 4 MIN 6" EMBED GONG. LINTEL BLOCK CONC. FILLED W/ (V • 5 REBARS. CONC. BLOCK WALL SEE NAILING SCHEDULE 2X4 BLOCKING 0 48" O.C. TIE BACK TO IST. TFRW55 " MAX. NAILED W/ 2-16d * EA. END 2x4 X -BRACING ® MID SPAN AND AT CENTER AT EACH SIDE ANGLE NOT TO BE LF -65 THEN YF 60 DEG'* NOR GREATER THEN 45 DEG'* ROOF TRUSSES "-- 5EE ROOF PLAN NOTE: IF HEIGHT EXCEEDS 4'-0" AT VERVe IN GABLE TRU55 PLACE 2x4 "T -SACKS" AT EACH VERT. W/16d AT 8" O.C. (2) 16d TOE NAILED TO EA. BOTTOM CHORD 1x4 RAT RACE 0 V O.C. MAX. TYPICAL CABLE 5ECTION '3/4" = 11-0" O U Q' 4,_0. <( p © OOQ 5'-0` /(D a a o oa 4'-0' —0' R110F SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONE & USE 8d RING SHANK NAILS R 6' O.C. AT EDGES AND 12' Q.C. INTERMEDIATE ZONED USE 8d RING SHANK NAILS 6' O,C.CALL FIELDS) ZONE (D IUSE 8d RING SHANK NAILS 4' O.C.(ALL FIELDS) WALL SHEATHING NAILING PATTERN USE 8d COMMON NAILS.,. PANEL EDGES 6' Q.C. 12' O.C.INTERMEDIATE 1/2' GYPSUM CEILING r Use 5d Nw(s @ 7' on center, SECOND FLOOR NAILING 18d @6" Q.C. Edges (glue & nail) @ 12' O.C> Fietd ROOF NAILING 5CHEDULE 9 241 A2GE 241 TRU55 LAYOUT Frovide 5imp. METAI6 Connector At Each Tru55 End To Ma5onr� 9 tv cv cu CV CV CV CV Al - N � CV 0 (V O + CV O 4J 0 iII I— � c6 0 1 li C/1 cv 993 cv A2GE 241 TRU55 LAYOUT Frovide 5imp. METAI6 Connector At Each Tru55 End To Ma5onr� 9 SHEET A-2 Design # 11 5r=AL r�vi5ions 01-24-11 o � 0 � O + O 4J 0 iII I— � c6 0 1 li SHEET A-2 Design # 11 5r=AL o � 0 � O + O 4J o CQ C/1 993 LO�0 awaaw 00 VZ;� tet' Cd Cn 'd r - " o i� O p) �0 Q � SHEET A-2 Design # 11 5r=AL li4�I,�j e aua 3+z,.�lU' �i'6r APRId2017 Revision Els; City of Sanford Respo se to Comments ❑ � Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # � PIG Submittal Date �� V Project Address: '�� �a(�w- Contact • � ` wA k Email: Trades encompassed in revision: 01"BUllding ❑ ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: q NQ1/���d v~N ROUTING INFORMATION r Approvals Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: q NQ1/���d v~N ROUTING INFORMATION r Approvals PRE-ENGINEERED TRU65E6 ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 ARCHITECTURAL SHINGLES ON 30 lb. ROOFING FELT OVER TO MATCH EXISTING STRUCTURAL SHEATHING TO 7/16" OSB OR 1/2' CDX 2'x6' FA ' 'IA AT 24' O.C. SEE TRUSS LAYOUT TO MATCH CONC, AND 1-#5 CONT, EXISTING HOUSE PRE -CAST LINTEL HARDIPLANK SIDING INSTALLED PER MANIFAC. SPEC. ALUM. FRAME WINDOW #5 VERTICAL REINF. CONTINUOUS FROM BOND BEAM TO FOUND. (5EE PLAN) #5 VERT. (SEE PLAN (L in (U 0'-0" FIN. FLR SEE FD' PLAN FOR FINAL GRADE DETAILS One Story Typ. Ma Sona ry 5CALE: 3/4"-l'-01' P.T. 2x6 WOOD JAMB ANCHOR TO BLOCK TRACK @ 48' O.C. W/ L2'ox8' LG, A.B.C. i nN�_�T "--1' 2' TRIM a , FINISH PER. ELEVATION -1R5 VERT. BAR ON POURED CELL. JAMB AT GARAGE DOOR DOOR OPENINGS (ALL BRANDS) 1x4 P.T. WINDOW DUCK W1 WOOD CASING TAPCON3 A5 PER eCHEOULE THRESHOLD HOLLOW MTL. DOOR SILL 1 FINISH PER. ELEVATION. 4#5 VERT. BAR ON POURED CELL IF SHOWN ON FLOOR PLAN. JAMB AT EXTERIOR DOOR r 241 SEE NAILING SCHEDULE revisions Q) 0I-24-11 r ax4 FLOCKING � 48" o.c. TIE BACK TO I5T. TRU93 1/16" 0513. SHEATHING I%" MAX. NAILED W/ 2-16d EA. END - ( SEE NOTES FOR NAILING 2x4 X-15RACING MID SPAN PATTERN) AND AT CENTER AT EACH SIDE CID _ ANGLE NOT TO BE LESS THEN 0 _j ' Q, CV SEE TYP. WALL SECT. fora DEG'8 NOR GREATER THEN 45. DEG'a FOR SAVE DEVI-S ago= r- 00 2x4 STUDS w 16" O.C. ROOF TRUSSES aS � F� p EXTERIOR FIN. --- SEE ROOF PLAN Vjra rrO W SEE ELEVATION -- NOTE: CV O N ba O 1/16" OSB. SHEATHING IF HEIGHT EXCEEDS 4'-0" AT O P-, NAILING- VERT's IN GABLE TRUSS PLACE PERIMETER- (o" OC. 2x4 "T -BACKS" AT EACH VERT. _ INTERIOR- 12" O.C. 10/16d AT 8" O.C. PROVIDE HARDIPLANK SIDING CV N Im META IS AT 48" O.C. cel cil 2X8 P.T. SOLE PLATE W/ 1/211* A$. * 32" o.c. W/2"# WASHER 4 MIN 6" EMBED CV (2) 16d TOE NAILED - N CONC. LINTEL BLOCK TO EA. E30TTOM CHORD CONC. PILLED W/ (1) N 5 REBARS. Ix4 RAT RACE is 8' O.C. MAx. CONC. 5LOCK WALL cv TYPICAL G,45LE SECTION 3/4" a 11-0" (V C� 0 © ppa O0 <@1) @ e.�Aop s' -o• ROOF SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONE O, USE 8d RING SHANK NAILS @ 6' O,C. AT EDGES AND 12' O.C. INTERMEDIATE ZONE (D VSE Bd RING SHANK NAILS 6' O.CXALL FIELDS) ZONE 3O USE 8d RING SHANK NAILS 4. O.CXALL FIELDS) WALL SHEATHING NAILING PATTERN USE 8d COMMON NAILS... PANEL EDGES 6' O.C. 12' O.C.INTERMEDIATE 1/2' GYPSUM CEILING i Use 5d Nails @ 7' an center SECOND FLOOR NAILING : 8d @6' O.C. Edges (glue & nail) @ 12' O.C> Field ROOF NAILING -r: 5CHEDULE A2GE RECORD COPY 241 TfRU55 LA"i"'OUT Provide gimp. METAI& Connector At Each Truss End To Masonry INC " . APR 16 2017 BY• SHEET A-2 Design # SEAL. revisions Q) 0I-24-11 04-11-I1 0 CID 0 _j ' Q, SHEET A-2 Design # SEAL. Q) 0 CID ago= r- 00 aS � F� p Vjra rrO W O N ba O O P-, SHEET A-2 Design # SEAL.