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HomeMy WebLinkAbout1804 William Clark Ave (a) (2)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: z Documented Construction Value: $ 0 Job Address too l/U/IIICU'IL (i[ It Historic District: Yes ❑ No DO ParcelID: . _ .�'' �-� '� � ���' �.� ��` Residential ❑ Commercial. ❑ Type of Work: New R Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work:.Sl %_ � Ska /Algal -A k q qk, l Sf�wAgw-, Plan Review Contact Person: gel 1 t'2_, Title: 6VUft6*;_ 1pe .h" - Phone: q07-2110 •`i/// Fax: Email: (_4b &VebtA t%•1) 41141 -Sq .0 Property Owner Information Nameflic Cu. f- 01 eAWaPhone: �'D % % 4'`S'rfS Street:'9. ,'YoX 1A910 Resident of property? : d City, State Zip: Cgsz�! Contractor Information Name14bffp"IeDAb_`11O % (v �0 Street: RO• g0 inIyolo Fax: City, State Zip: OWelhft4 El ,3271 � State License No.: k­fi Architect/Engineer Information Name: Street:�p City, St, Zip: Phone: '2/0 % R2.4 ell Fax: E-mail: Bonding Company: /1��'' Mortgage Lender: Address: 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 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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: 50 Edition (2014) Florida Building Code a` Revised: June 30, 2015 V Permit Application / ? 0� NOTE: THE. SCALE OF THESE FLANS MAY HAVE CHANGED CLUE TO REPRODUC� 8' CLG. LIGHT MIRROR °' t FIBERGL. TUB \ /C o Q0 c F1 1-1 TUB ) N c if WE, 8' CLG. 8' CLG. 'Q I I 10" BAR TOP W/ KNEE iy WALL BELOW - I LO 8' CLG. 30 SH ® 0 (D (D d- RANGE/HOOD SINK INTERIOR ELEVATIONNS' SCALE: 8. 0. all nf r # 1 91 CI i. 32'-8 "1 IT -Tv VERIFY LOCATION 6" CMU EXTERIOR Lu OF A/C COMP. - WALL W/ STUCCO cn cam 3050-1 SH IN FIELD W/BUILDER " FINISH O m PQMIRROR1,r 2'-10 ° `t M N e 14'-4" 2' 10'_7" L LL ATI 1D OO 3 11 T - ;t TILE U)cv 8-0' CLG. _ CARPETLL N MASTER�2468 _� BEDROOM #2 A3 ' 2Qfi8 VTR 2XG WALL ` " 8'-0" CLG: p N q "' g/ / f , r Sq R HATCHED AREA CARPET L� /5 SFI J f j / LO DENOTES RECESS IN co 8'-0" CLG. F f' TRUSSES FOR HVAC _ CARPET (v1 ` CARP T 7/`. o DUCT WORK. REFER -0" ®"' r `-/ �/ 26Ei8 TO TRUSS DRAWINGS.77 8'-4" VS j'�� I k i 1 3 L% �, 5/ /,1 0,'/✓ 1 _5„ _ _ �a� , _ / _ i / ACo L Wig/ / 4, 6,° 6, 11' 4 SCSI"CT17 jco L'Ej e @e� n! I� _ � lyUNE3C>X .8 q CLO � `Zy / �t17 36' AFF' / ARP�T �'� R/SH 286 � ��2868 "� �� ���� �TF2�?' �` X6 W�I..L °p GAB. ABV. I� '—� Al/ VENTW.N. , o FIN. FLR. PROVIDE PLATFOR DZ -1 m ori ELEV. 4-3 1/L°' FOR HVAC UNIT HEAT—:- REF. �v VERIFY SIZE WITH PUMP 2668 BF DBL 2668 BF FIN. FL 20"-7e" MFGR W.H3-4"6;_4Li T-8" TYP. TOP ELEV. -2 1/2" 3-9' AT 8'-0" �Z as SLOPE 1°' `° © �; $ w TRY"I �' TILE � PORCH FIN. FLR. co ELEV. 0'-0" � CLG. 8'-0" c7 9'X4' CONC. STOOP FFLR. FIN. FLR. ELEV. IN. 4-3 1/2" ELEV. -0'-2 1/2" LIVING ROOMDINING ROOM_j KITCHEN�_ r 8'-0" CLG. 8'-0" CLG. � ED 8'-0" CLG. � o ul CO RUSE TILE TILE p TILE `� A BIBB - ~ ¢ - c ca X ¢ 4, O ° m SLOPE 1" 1 u� 8"" 28'-T° f---. 13'-1 °' io 0 b cn " /2868 NGE/HCl D 13'-4" 1 SH 7'-4" LIGHT AV FIBERGL. SHOWER J MIRROR M/C e 8'-0" CLG. AFF J CONC. SLAB 0 SLOPE 2" Ll WALL LEGEND 0 Surveyors Traffic / Transportation 8' CLG. 'Q I I 10" BAR TOP W/ KNEE iy WALL BELOW - I LO 8' CLG. 30 SH ® 0 (D (D d- RANGE/HOOD SINK INTERIOR ELEVATIONNS' SCALE: 8. 0. all nf r # 1 91 CI i. 32'-8 "1 IT -Tv VERIFY LOCATION 6" CMU EXTERIOR Lu OF A/C COMP. - WALL W/ STUCCO cn cam 3050-1 SH IN FIELD W/BUILDER " FINISH O m PQMIRROR1,r 2'-10 ° `t M N e 14'-4" 2' 10'_7" L LL ATI 1D OO 3 11 T - ;t TILE U)cv 8-0' CLG. _ CARPETLL N MASTER�2468 _� BEDROOM #2 A3 ' 2Qfi8 VTR 2XG WALL ` " 8'-0" CLG: p N q "' g/ / f , r Sq R HATCHED AREA CARPET L� /5 SFI J f j / LO DENOTES RECESS IN co 8'-0" CLG. F f' TRUSSES FOR HVAC _ CARPET (v1 ` CARP T 7/`. o DUCT WORK. REFER -0" ®"' r `-/ �/ 26Ei8 TO TRUSS DRAWINGS.77 8'-4" VS j'�� I k i 1 3 L% �, 5/ /,1 0,'/✓ 1 _5„ _ _ �a� , _ / _ i / ACo L Wig/ / 4, 6,° 6, 11' 4 SCSI"CT17 jco L'Ej e @e� n! I� _ � lyUNE3C>X .8 q CLO � `Zy / �t17 36' AFF' / ARP�T �'� R/SH 286 � ��2868 "� �� ���� �TF2�?' �` X6 W�I..L °p GAB. ABV. I� '—� Al/ VENTW.N. , o FIN. FLR. PROVIDE PLATFOR DZ -1 m ori ELEV. 4-3 1/L°' FOR HVAC UNIT HEAT—:- REF. �v VERIFY SIZE WITH PUMP 2668 BF DBL 2668 BF FIN. FL 20"-7e" MFGR W.H3-4"6;_4Li T-8" TYP. TOP ELEV. -2 1/2" 3-9' AT 8'-0" �Z as SLOPE 1°' `° © �; $ w TRY"I �' TILE � PORCH FIN. FLR. co ELEV. 0'-0" � CLG. 8'-0" c7 9'X4' CONC. STOOP FFLR. FIN. FLR. ELEV. IN. 4-3 1/2" ELEV. -0'-2 1/2" LIVING ROOMDINING ROOM_j KITCHEN�_ r 8'-0" CLG. 8'-0" CLG. � ED 8'-0" CLG. � o ul CO RUSE TILE TILE p TILE `� A BIBB - ~ ¢ - c ca X ¢ 4, O ° m SLOPE 1" 1 u� 8"" 28'-T° f---. 13'-1 °' io 0 b cn " /2868 NGE/HCl D 13'-4" 1 SH 7'-4" 22'-0" 50'-0'° 8"" 71 g" T-0" FIN. FLR. ELEV. 4-1 1/2" R3A3 20"-8" AV °p FIN. FLR. �" G.T ELEV. 4-3 1/2" GARAGE 8'-0" CLG. AFF CONC. SLAB SLOPE 2" Ll WALL LEGEND 22'-0" 50'-0'° 8"" 71 g" T-0" FIN. FLR. ELEV. 4-1 1/2" R3A3 0 N SCALE = 1/4" = V-0" NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTI( www.cphcorp.com A Full Service A&EF�rm Architects Engineers Environmental Landscape Architects l/E/P WALL LEGEND Planners Surveyors Traffic / Transportation :;. FRAMED WALL - METAL STUDS g Offices in: -,-r, r 1 I 1 1 1 _._ I. 1 I I I I I I BEARING FRAME WALL - METAL STUDS -o Florida Puerto Rico Connecticut CMU WALL a Maryland OOO�up4C10�UUUUUQ�ooO -2 < Q L1.- Pi U [� O° < ° U pUUUUUQ(aCl�����o 0 N SCALE = 1/4" = V-0" NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTI( BOND BEAM - ?; - 8" CMU BLOCK . % SEE STRUCTURAL - IC C - 2x4 WD. STUDS - 5/8" GYP. BAORD STUCCO FINISH 1/2" GYP, BD, 5/8" STUCCO FINISH °...�' 3/4" FURRED OUT ° ; 01. - FURRING STRIPS C.M.U. WALL WITH : • ': 1 X P.T, WOOD BUCKING II 1/2" THICKENEDRIGID INSULATION. a' :® GALV. METAL STUDS STUCCO - "; ..: - BOND BEAM - ' SEE STRUCTURAL 1/2" GYP. BD, - ^ I I ©16" O.C. l -1x WOOD BUCKING P.T. 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FURRING C --WOOD JAMB ��� $-"R- �� 4 3/4" FURRED OUT CA.U. �t r, o LL p ' 3/4" H.W. SILL INTERIOR WALL WITH RIGID INSULATION. I �' 8 a LLI GYP. BD. a Q g" I � 0 4r �' idGl DOOR CASINGoo` /, �t� 1 x WOOD BUCKING oo 0 1/2" GYP. BD. 8 WINDOW JAMB DETAIL C.M.U. _ DOOR oo S�� G �C A3 SCALE: 1 1/2" V-0°' t� OaaggqpQpppp��o 11 JAMB DETAIL c@ CMU 5 JAMB DERAIL @WOOD FRAME A3 SCALE: 1 1/2" r V-0" ALUMINUM SINGLE HUNG WINDOW A3 SCALE: '1 1/2"" = V-0'" 1 X P.T. WOOD BUCKING INTERIOR CON f. BEAD OF DOOR, AS SCHEDULED - SEALANT. 3/4" SOLID H.W. 1°x2 3/8" 1/2" THICKENED WINDOW SILL - `�� STUCCO. SLOPE TO DRAIN 1/4" f6 BULLNOSE ---�� _ -� DOOR. AS SCHEDULED 22 GA. GALV FLASHING FROM THRESHOLD AT ALL-= BACKSIDE OF SHIM OVER EXTERIOR DOORS. SOLID OAK TRIM -- TOP OF BUCK FULLY SET IN p s - ,-= -;: - •'• d- SILICON SEALANT PAINT m 2" BLKG a n n p " 3/4" FURRED OUT C.M.U. A ' a WALL WITH RIGID INSULA ° n ° STUCCO FINISH ZE 3/8" SHIM (MAX) (j p BOND BEAM 0) U) ANCHORS PER MANUF � W INSTRUCTIONS & SPACING ® w 10 THRESHOLD DETAIL @ CMU 7 WINDOW SILL DETAIL @ G.M.U. 4 THRESHOLD DETAIL WOOD FRAME A3 SCALE: 1 1/2" = V-0" A3 SCALE: 1 1/2" = 1'-0" A3 SCALE: 1 1/2" = V-0" 0- F - z SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS PROVIDE BAFFLES AT EAVE - SEE ENERGY FORM CALCULATIONS FOR INSULATION w 12 12 SEE ENERGY FORM CALCULATIONS FOR INSULATION 12 REQUIREMENTS PROVIDE BAFFLES AT EAVE ' REQUIREMENTS PROVIDE BAFFLES AT EAVE SEE ELEV. SEE ELEV. SEE ELEV. E FIBERGLASS SHINGLES OR TILE ROOF (PER C FIBERGLASS SHINGLES OR TILE ROOF (PER o� ,, , - \; ELEVATION) OVER APPOVED UNDERLAYMENT PER C-,--- FIBERGLASS SHINGLES OR TILE ROOF (PER �s`��,� ELEVA'fIUN) OVER APPOVED UNDERLAYMENT CCC FBCR 905.2.7 OVER APA RATED STRUCTURAL CC ELEVATION) OVER APPOVED UNDERLAYMENT PERS, OVER APA RATED STRUCTURAL SHEATHING r SHEATHING (SEE STRUCTURAL NOTES FASTENED \�` FCCR 905.2.7 OVER APA RATLD STRUCTURAL Com`\ (SEE STRUCTURAL NOTES FASTENED TO TO TRUSSES PER ROOFNAILING SCHEDULE) ��y�� SHEATHING (SEE STRUCTURAL NOTES FASTENED � �Z=�_ TRUSSES PER ROOF NAILING SCHEDULES C3 E �i ) < �, PRE -ENG. WOOD TO TRUSSES PER ROOF NAILING SCHEDULE) U c PRE -ENG. WOOD TRUSS ANCHOR SEE PLAN TO 1 PRE -ENG. WOOD` ' �'� � _ hN°co ( ) -.� TRUSS ANCHOR SEE PLAN TO en TRUSSES r� 24°' O.G. ---� 13E INSTALLED ON OUTSIDE FACE TRUSSES L 24'" O.C. TRUSSES @ 24" O.C. - ( ) ` < " n' �- \ �c BE INSTALLED ON OUTSIDE FACE C"1 (�� -> o 1-4 zL, TRUSS ANCHOR (SEE PLAN) TU � _ . . ice_ BE INSTALLED ON OUTSIDE FACE Y1 �1YI�1 1�1�GC7�7C1 C _ C�. `'- a TRUSS BEARING CC e- TRUSS BEARING C �`. �C-> TRUSS BEARING �` 8'-11/2" - 8'-1 1/2"' � � ® � 1/2" GYPSUM BOARD - - ` \ _ 7/8" STUCCO FINISH OVER q - CL � 1/2 GYPSUM BOARD METAL_ DRIP EDGE PAPER BACKED METAL 0 C 0 - LATHE ON 1/2" EXTER. Plan Prepared By: 8" CONCRETE LINTEL 2X SUBFASCIA GARAGE DOOR TRACK GRADE PLYWOOD. . are REFER TO STRUCTURAL ®— TI WINDOW T/ GARAGE DOOR 500 West Fulton St. O.H. U-13" O.H. T-0" O.M. Samford, F1. 32771 SOFFIT. SEE 8"" CONCRETE LINTEL PRE -ENGINEER BEAM. Ph: 407,322.684°1 SEE ELEV. c, SEE ELEV. SEE ELEV. Licenses: ARCH. PLAN., REFER TO STRUCTURAL REFER TO STRUCTURAL Eng. G.O.A. No. 3215 Survey L.B. No. 7'143 ALUM FRAMED WINDOW W/—_m Arch. L1c. No. AA2600926 SCREE=N (G.C. TO VERIFY LndscR, LIQ. No. LO000029$ W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WALLS. NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM GARAGE DOOR WINDOWS. 6x6 P.T. POST BEYOND 1 1/2" METAL STUDS B/ WINDOW FURRING W1 RIGID C "a0"" INSULATION ION _j X 5/8" STUCCO FINSIH (3 RENJIS' 1/2" GYPSUM BOARD COATS) OVER CONCRETE BLOCK CONCRETE FLUOR SLAM, REFER TO STRUCTURAL CONCRETE FLOOR SLAB, WOOD BASE— - „ REFER TO STRUCTURAL 8 CMU BLOCK, CONCRETE FLOOR SLAB, REFER T® STRUCTRAL .STUCCO STOP TRIM REFER TO STRUCTURAL /ii PITCH CONS. FLOOR PITCH CONS. FLOOR FLrDOR LINE FLOOR LINE FLOOR LINE )f )f 3f Y _ x x _ Jf 4 ;f' A A .. X p 4 ^ 4jil GRADE - - - - a� GRADE M - - - C d V GRADE - - - - �1L1DIA10 If IL.� ll TERMITE TREATED _ - ¢ c�� w � - ,. w - _ - J -11 MIM[MI-1 ve TERMITE TREATED Q CLEAN COMPACTED FILL �- - ® CO °� GLEAN COMPACTED FIEL Ly Lu tR J TERMITE Trtl 4TED �� 0.�� _ In c.9 CLEAN COMPACTED FILL -a mQ Tr— a FPA t I SEE STRUCTURAL PLANS SEE -STRUCTURAL PLANS 16" 1 g" 16", SEE STRUCTURAL PINS FOR REINFORCING & FOR REINFORCING & FOR REINFORCING 8i FOOTING REQUIREMENTS, FOOTING REQUIREMENTS. FOOTING REQUIREMENTS, —7 Sheen ®. 1 /A3 [TYPICAL WALL SECTION EXTERIOR FRAME 3/4 - 1'-o" 2/A3 TYPICAL WALL SECTION C GARAGE DOOR 3/4" = 1'-0" 3/A3 TYPICAL WALL SECTION @ EN CRY PORCH 3/47'- V-0" A3 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIOI\