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122 Hays Dr #13-2038 - ELECTRICAL & PLUMBINGr i AUG 12013 CITY OF SANFORD - BUILDING & FIRE PREVENTION Application No: Job Address: IS Parcel ID: IQ -W,-) • - Docutnea PERMIT APPLICATION Construction Value:_-_}— Historic District: Yes ❑ No Zoning: Description of Work: Dpke,, 1,0r . � � m , , Plan Review Contact Person: ;�jm,r�� �; ��� tpS Title: C�Wn t- y/U Phone: Fax: _ E-mail: r�,)'� 1 c)uq-n 0ucxlr. �r)rn ... Property Owner Information 9/00 Name Phone:P'gCj? Street: laa )Acti Resident of property? City, State Zip: `�:panFO-`�--L Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: rS) _t rr%r� Phone: $-lQrllp a �R Street: X80 t xi7�e Fax: ti City, St, Zip: e)ctc2� IFL, 3a�;L-t E-mail: yol) ca m Bonding Company: Address: Building Permit Square Footage: i oo No. of Dwelling Units: l Electrical R_ New Service —.No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION D � f Construction -Type:7kRca- L\0n No. of Stories: Flood Zone: Plumbing New Construction - No. of fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: if Ll a�_) ...3 � Revision F1 _ Response to Comments ❑71 JUL 2 - M3 Permit # Subiriittal Date Projeet Address: J 1_ r Contact: i� t�_ 1Ci c T W l It I i (m� , Of, , City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407,688.5152 _1 _a- 3- General a3__ w, Ph: Email: Trades encompassed in revision: U, rilding ❑ Plumbing ❑ Electrical ❑ Mcchartical ❑ Lite Safety ❑ Waste Water " Department ❑ Utilities ❑ Waste Water _ ❑ Planning El Engineering ❑ Fire Prevention Cl/B� ling General description of revision: ROUTING INFORMATION Approvals SINGLE PLY MEMBRA ROOF OVER �" CDX PLYWOOD. SIMPSON HETA20 W/ 14-10d NAILS 0 EA. TRUSS 26 GAUGE GALV. BLOCKING METAL DRIP EDGE ( "PITCH ROOF) 7 2x10 ROOF JOIST-/ ® 24" O.C. SINGLE PLY MEMBRANE ROOF OVER �" CDX PLYWOOD. DETAIL (3a--Ls�' - EXIST.WALL H=7'– 6 EXIST. WALL H=8'-10 SINGLE PLY MEMBRANE ROOF OVER 1/2" CDX PLYWOOD. BLI 40 16"Q24"O. C. SIMPSON HETA20 W/ 14-10d NAILS L 12 t MAT H © EA. JOIST STING( ITCH ROOF) W �8. l TOP OF WALLNOTE: FASCIA TO w MATCH EXIST. Y MATCH EXISTING �- W• TIE BEAM COURSE 26 GAUGE GALV. W/1 –#5– CONT. METAL DRIP EDGE Cm .r -- 2x10 BLOCKING N�VElKAY • ��, EXISTING CONC. HE DER AND BEAMS 6"#5 EPDXI BARR AT 6'O.C. 0 - Flo - mcg BLI 40 16"HGT.024"O. C.. Yz" DRYWALL TOP PLATE OTHERWISE NOTED ON FRAMING PLAN �16d SPIKES C9 12" (� 12 MATCH 2-2x STUD I UNDER LINTELS W/ GLUE & NAILED - - Q (n EXISTIN ( "PITCH ROOF) OPENING WIDTH BEARING WALL NON-BEARING @ INTERMEDIATE _ WALLS — SHEARWALL PLYWOOD (APA RATED CD) 0'-O" TO 3'-0" 2-2x6'S 2-2x4'S S-1" TO 5'-0" 2-2X10'S 2-2x4'S 5'-1" TO 7'-0" 2-2x12'S 2-2x6'S SUPPORT 2-2x12 W/ 1 /2" @ 12" O.C. 7'-1" TO 9'-0" SEE SHEARWALL SCHEDULE 2-2x8'S W PLYWD. FLITCH y„ EXISTING Cmd. WALL y„ ;m q" PLYWOOD *FLOOR 10d NAILS @ 6" TOP OF WALL EXIST.WOOD _ z MATCH BASE - - Q I.F.F. �M TIE BEAM COURSE J Cn -1 C:) DC7 _ f �,. CONT. O C/5 EXIST. GRADE p T I-1 ,-i it"� _ EXISTING = EXISTING CONC. BEAM. 4" CONC. 2 = _ T SLAB ; �..:V. V c) C.") c� EXISTING �FFOOTIN-Q_ U) G 'rl -O I r^; NOTE: FASCIA TO MATCH A p l _T EXISTING I rn ; , ca �_EXISTING z ! -i. rR WALL SECTION n a SIMPSON HETA20 C, O C-), o 'y ; o: W/ 14-10d NAILS EA- JOIST SEE DET. -3 1 / 4 PER FOOT SLOPE MIN. A-1 — E H=9"-6" _ _EXISH=8T W10 r_ H– 18 O' Y- FRONT ELEVATION SCALE: 1/8"= 1'-0" 1 / 4" PER FOOT SLOPE MIN. SEE DET. _ A-1 H=9'-6" REAR ELEVATION SCALE: 1/8"= V-0" — EXIST.WAL H=8'-10" SCALE: 3/4"= 1'-0" SINGLE PLYMEMBRANE ROOF OVER 1/2" CDX PLYWOOD. EXIST. WALL IST. WALL H=8'-6" -- F1 H=7'-6" �ELEVATION EXIST. WALL H=8'-10" SCALE: 1 /81p= V-0" RIGHT ELEVATION SCALE: 1/8"= 1'-0" CODE CCTIPL I ANCA FBC 2010 —FNBC 2010 SCOPE OF THE PROJECT - THIS IS AN ALTERATION LEVEL—I PER FEBC 2010. SCOPE OF NORK IS LIMITED RENOVATE ROOF ON THE HOUSE. NO ADDITIONAL WORK TO BE PERFORI" IED AT EXIST. WALL H=8'-10" 2x STUD CONT. TO TOP PLATE OTHERWISE NOTED ON FRAMING PLAN �16d SPIKES C9 12" TOP PLATE 2-2x STUD HEADER-CONT. UNDER LINTELS W/ GLUE & NAILED OPENINGS LESS USING 1/2" PLYWD. THAN 5'-0" FLITCH HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING @ INTERMEDIATE OR WALLS @ 6" O.C. SHEARWALL PLYWOOD (APA RATED CD) 0'-O" TO 3'-0" 2-2x6'S 2-2x4'S S-1" TO 5'-0" 2-2X10'S 2-2x4'S 5'-1" TO 7'-0" 2-2x12'S 2-2x6'S SUPPORT 2-2x12 W/ 1 /2" @ 12" O.C. 7'-1" TO 9'-0" SEE SHEARWALL SCHEDULE 2-2x8'S c3 PLYWD. FLITCH y„ ROOF FRAMING LAYOUT SCALE: 1/4" = V-0" 0" * PROVIDE 2x6 BLOCKING @ UNSUPPORTED JOINTS I f 1. USE HEADER SIZES ABOVE UNLESS RAFTER/TRUSS OTHERWISE NOTED ON FRAMING PLAN NAILING SCHEDULE 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC..) " PLYWOOD PANEL -� (APA RATED CD) BUILDING *ROOF @ EDGES WIDTH :8d NAILS @ 4" O.C. @ INTERMEDIATE SUPPORT :8d NAILS @ 6" O.C. *EXTERIOR PLYWOOD (APA RATED CD) USING: NON -SHEAR WALL@ @ EDGES :8d NAILS @ 4" O.C. Roof INTERMEDIATE SUPPORT :8d NAILS @ 12" O.C. *EXTERIOR SEE SHEARWALL SCHEDULE C7, c3 SHEARWALL y„ cia y„ ;m q" PLYWOOD *FLOOR 10d NAILS @ 6" O.C. @ bLL SUPPORTS * PROVIDE 2x6 BLOCKING @ UNSUPPORTED JOINTS I f 1. USE HEADER SIZES ABOVE UNLESS RAFTER/TRUSS OTHERWISE NOTED ON FRAMING PLAN SHEATHING 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC..) WERE SIZED USING BUILDING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE)/ 'FV' " WIDTH 90 HORIZONTAL SHEAR / 16E 'E' MODULES OF ELASTICITY 3. JOIST, RAFTERS, LINTELS, ETC. WERE SIZED v �LOCKING 0 48" O.C. USING: LENGTH FIRST 2 SPACES 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) EACH END 90 TV HORIZINTAL SHEAR Roof jheat(1II1 La OUt 16E 'E' MODULES OF ELASTICITY -T't g-----�-- C7, 1. o`er v �s j We. t , Jd A 1,4 vA 5M, 04,f / w PESV�' MIT REV\�IU�� Ph: (386) 676 2686 801 S Yonge St. Suite -4 Ormond Beach FL 32174 d---------- " 0 I I ! ua i w � � w I ; 0 N y I `U! i C� o u U o I u C .2 lu I " A (C o 3- rn rT1 p Cn A (C o 3- rn rT1 p Cn v x" Hca ren m . I� G7 ,I� O l O O -T't C7, c3 d y„ cia y„ ;m Ca Cn �I'�,� o �M C:)7J T Cn -1 C:) DC7 _ f �,. O C/5 O p T I-1 ,-i it"� _ 2 T Com ; I c) C.") c� U) G 'rl -O I r^; r A p l _T m' r I rn ; , ca z ! -i. rR rn n a C, O C-), o 'y ; o: r'li c'•I o rn�P91;j rnl I � E5 rn w -� W -,� LIJ Q � 07-05-13 II I i' i sm TE PLAN AIL SCALE :3/8"=l'—�0" ELEVATIONCID NOTE: ROOF HAS BEEN PERMIT SEPARATE BUT DRAWINGS HAVE BEEN INCLUDED FOR REFERENCE. FLOOR PLAN LEGEND: SCALE: 1/4"= 1'-0" EXISTING W LLQ -,—g„ 3'-0 „CCCCCL NEW 8” CIVIL W NEW 2x6 F AMI 0 0 I N � ELEVATION (: ) NI � - PLAN BATHROC SCALE :3/0"=1'-0" d- 0 DETAIL ELEVATION ;1; --�j Fky--+� ELEVATION C?) ELEVATION ';3;' ELEVATION T CB s'• C CE B > o I �y I N > 00 EXIST.WINDOW TO RELOCATEI CONCRETE FIL-ED ( ELL AT EA SIDE OF NEW OPENING � 0. 5 REBARS 00 I 00 I ELEVATION (3 USE AND OCCUPANCY CLASSIFICATION: RESIDENTIAL R-3 CLASSIFICATION OF WORK: ALTERATION LEVEL 2- SECTION 407 - FEBC. 2010 SCOPE OF THE PROJECT THIS IS AN ALTERATION LEVEL -2 PER FEBC 2010, SCOPE OF W ORK IS LihITED RECONFIGURATE EXISTING I STRUCTURE $ REPAIR WALLS, ROOF/ALL PLUNE31NG ELECTRICAL AND AIR CONDITIONING ACCORDING WITH PREVIOUS INTERIOR LAYOUT G FOLLOWING CURRENT CODE PER COMPLIANCE STATED ON THIS PAGE. (ROOF ALREADY PERI" IITTED) INDEX OF DRAWINGS A-1.0 _ COVER, FLOOR PLAN A-2.0 ELEVATIONS AND ROOF DETAILS A-3.0 — PLU1" IBING AND ELECTRICAL LAYOUT AREA CAL.CU LAT I ONS CURRENT LIVING AREA UNDER ROOF 11368.30 CODS COI" (PL.IANCE I. THIS PROJECT IS DESIGNED AND SHALL BE BUILT TO COMPLY WITP, THE 2010 EDITION OF THE FEBC RESIDENTIAL W/011 SUPPLEI„IENT. 2. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE 2008 NEC EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 3. ALL PLUMBING WORK TO BE IN COMPLIANCE WITH THE 2010 FLORIDA PLUMBING CODE, 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COI" (PLYING WITH ALL APPLICABLE CODES AND 1"1UST NOTIFY THE ARCHITECT/ENGINEERS OF ANY DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING OR PRIOR TO PROCEEDING WITH THE WORK, 5. THE WIND LOAD CALCULATIONS SHALL ADHERE TO 140 11PH GUIDELINES AS PER CHAPTER I(o OF THE 2010 FLORIDA BUILDING CODE. -- THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DIVISION FROM THEREAFTER HE�IIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. F Ph: (386) 676 2686 801 S Yonge St. Suite -4 Ormond Beach FL 32174 b I j I ° u c� I >a I b I' � I I U I. 0 c� I' C 2 0 C) v � I IH a I Iw U 1190 3 j PE MIT # . r I" FLORIDA BUILDING CODE -2010 DESIGN PRESSURES FOR OPENINGS WIND VELOCITY 140 PROJECT IMPORTANCE FACTOR 1 0.77 REDUCTION ollY SANFORD Eml,os RE c,A rEooRy B ;STATE FL INERNAL PRESSURE C OE-FICIENT 1-!- 0.18 CLIENT Richard Williams MEAN ROOF HEIGHT( FT) 0 I3UILDlNG WbTk ( F -r) 40.6 BUILDING LENGHTH ( FT) 45.5 ROOF SLOPE (X12) 6 WIDTH OF EDGE STRIP IN FEET= 4.0 OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK m . ^ DESCRIPTION T� ZONE FI t V. (F€) WII)TH(FT) HOGHT(F€) PR-SSURE{psf) PRESSURE(pst) A WINDOW FRON r 4 0 4.66 4.16 23.8 -25.9 6 WINDOW SIDE 4 0 3 3.66 24.7 -26,7 C; WINDOW REAR 4 0 3 3.2a .24.8 -26,5 D WINDOW BATHROOM 4 U 3. 3.86 24.7 -26.7 E WINDOW BATH -LAUNDRY 4 0 3 2 24.3 -26.5 DOOR MAIN bbbiZ 4 0 3 6.613 23.7 .25.8 CITY OF SANFOP0 - BUILDING Pljl ! "VIEW PLANNINI; ASI UP i LOPMSNT S •iiVICE" SINGLE PLY MEMBRA ROOF OVER �" CDX PLYWOOD. SIMPSON HETA20 _ W/ 14-10d NAILS 0 EA, TRUSS 26 GAUGE GALV. BLOCKING METAL DRIP EDGE 2x`10 ROOF JOIST-/ © 24" O.C. 2x10 ROOF JOIST 12 MATCH © 24" O.C. t EXISTING TOP OF WALL MATCH EXIST. = a TIE BEAM COURSE W/1-#5- CONT. 1---� EXISTING CONC. BEAM. LSIMPSON HETA20 W/ 14-10d NAILS ® EA. JOIST SINGLE PLY MEMBRANE ROOF OVER �" CDX PLYWOOD. DETAIL - SCALE: ETAISCALE: N.T.S. NOTE: FASCIA TO MATCH EXISTING NAILING SCHEDULE 2x STUD CONT. TO T I P� TOP PLATE " PLYWOOD PANEL 16d SPIKES 0 12" ® - TOP PLATE *ROOF @ EDGES HEADER -CONT. 2-2x STUD UNDER LINTELS W/ GLUE & NAILED O.C. USING 1/2" PLYWD. OPENINGS LESS FLITCH THAN 5'-0" @ 6" O.C. HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING NON -SHEAR OR WALLS :8d NAILS @ SHEARWALL U.C. 0'-0" TO S-0" 2-2x6'S 2-2x4'S 3'-1" TO 5'-0" 2-2x10'S 2-2x4'S 5'-1" TO 7'-0" 2-2x12'S 2-2x6'S 7'-1" TO 9'-0" 2-2x12 W/ '1 /2" 2-2x8'S PLYWD. FLITCH NOTE: FASCIA TO MATCH EXISTING NAILING SCHEDULE T I P� -OU " PLYWOOD PANEL (APA RATED CD) ® - I *ROOF @ EDGES :Bd NAILS @ 4" O.C. @ INTERMEDIATE SUPPORT :8d NAILS @ 6" O.C. *EXTERIOR PLYWOOD (APA RA'Z'ED CD) �o NON -SHEAR @ EDGES :8d NAILS @ 4" U.C. WALLS @ INTERMEDIATE SUPPORT :3c1 NAILS @ 12" U.C. *EXTERIOR SEE SHEARWALL SCHEDULE 2 SHEARWALL CJ OLL_ C3 c') � N O X - � PLYWOOD k FLOOR 10d NAILS @ 6 O.C. @ ALL SUPPORTS IIII * PROVIDE 2x6 BLOCKING @ UNSUPPORTED JOINTS 1. USE HEADER SIZES ABOVE UNLESS SHEATHING RAFTER/TRUSS OTHERWISE NOTED ON FRAMING PLAN 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC..) WERE SIZED USING ©UILDING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE) WIDTH 90 'FV' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY 3. JOIST, RAFTERS, LINTELS, ETC. WERE SIZED 9UILDING LOCKING 0 48" O.C. USING: LENGIH FIRST 2 SPACES 1200 'FB' EXTREME FIBER IN BENDING(SINGLE)EACH END 90 'FV' HORIZINTAL SHEAR Roof S h e u t n i n Q La yo u t 16E 'E' MODULES OF ELASTICITY EXIST.WALL H=7'-6" EXIST.WALL H=8'-10" SEE DET. A-1 -- EXIST.WALL H=9„-6,) C)_-TRONT ELEVATION SCALE: 3/16"= 1'-0" SEE DET. A-1 EXIST.WALL H=9'-6 El 0 REAR ELEVATION 2x10 ROOF JOIST (9 24" O.C. -�� 1 2 MAT H iSTING TOP OF WALL MATCH EXIST. TIE BEAM COURSE W/1-#5, CONT. EXISTING CONC. HECDER BEAMS .-SINGLE PLY MEMBRANE ROOF OVER 1/2" CDX PLYWOOD. _ SIMPSON HETA20 W/ 14-10d NAILS © EA. JOIST NOTE: FASCIA TO MATCH EXISTING 26 GAUGE GALV. METAL DRIP EDGE 2x10 BLOCKING �o I 6"#5 EPDXI BARR AT 6'O.C. z _ O - � L O M U U) z Y2" DRYWALL(10 (10 I__ _ Q V_ X EXISTING CMj. WALL - W WOOD BASE 1. F. F. O I - �� �- EXIST. GRADE EXISTING 4" CONC. SLAB EXISTING FOOTI -� EXIST. WALL H=8'-10" EXIST.WALL H=8'-10" EXISTING WALL SECTION SCALE: 3/4"= 1'-0" 1'-6" SINGLE PLYMEMBRANE ROOF OVER 1/2" CDX PLYWOOD, EXIST.WALL — H=8'-6" - L� 1 LEFT ELEVATION EXIST.WALL H=8'-10" SCALE: 3/16"= 1'-0" ILED FE=711 '1 RIGHT ELEVATION SCALE: 3/16"= 1'-0" EXIST.WALL H=7'-6" c� \IOTE: JOOF HAS BEEN PERMIT SEPARATED BUT DRAWINGS HAVE BEEN NCLUDED FOR REFERENCE IN THIS SET TO FACILITATE CITY REVISION. ROOF FRAMING LAYOUT SCALE: 1/4" = 1'-0" EXIST.WALL H=8'-10" 2x10 ROOF JOIST ® 24" O.C. SINGLE PLY MEMBRANE ROOF OVER �" CDX PLYWOOD. CIL . HOT. VARIES .2X4 TOP PLATE (1) LAYER OF 1/2" GYP. ON 2X4 WOOD 16" O.0 EA.SIDE 2X4 BOTTOM PLATE ANCHORE TO CONCRETE SLAB FLOORING AND BASE BY TENANT POWDER DRIVEN— ANCHORS @ 24" O.C. \ CONCRETE SLAB TYPICAL INTERIOR WALL^ NOT TO SCALE b Ph: (386 801 S Yong Ormond Be i� N� ) 676 2686 e St. Suite -4 ach FL 32174 �1 000 t I r S T I P� -OU ® - I I_L_ 17 I Eli .11I ® I �o 2 CJ OLL_ C3 c') � N O X - � IIII ® -- ®' q 7 m I I i d i l l c� \IOTE: JOOF HAS BEEN PERMIT SEPARATED BUT DRAWINGS HAVE BEEN NCLUDED FOR REFERENCE IN THIS SET TO FACILITATE CITY REVISION. ROOF FRAMING LAYOUT SCALE: 1/4" = 1'-0" EXIST.WALL H=8'-10" 2x10 ROOF JOIST ® 24" O.C. SINGLE PLY MEMBRANE ROOF OVER �" CDX PLYWOOD. CIL . HOT. VARIES .2X4 TOP PLATE (1) LAYER OF 1/2" GYP. ON 2X4 WOOD 16" O.0 EA.SIDE 2X4 BOTTOM PLATE ANCHORE TO CONCRETE SLAB FLOORING AND BASE BY TENANT POWDER DRIVEN— ANCHORS @ 24" O.C. \ CONCRETE SLAB TYPICAL INTERIOR WALL^ NOT TO SCALE b Ph: (386 801 S Yong Ormond Be i� N� ) 676 2686 e St. Suite -4 ach FL 32174 �1 000 t I r S ® � I ® I �o ELECTRICAL LAYOUT SCALE: 1 /8"= V-0" i LEGEND I 2 LIGHT 4' WRAP–AROUND O OPEN RECESS DOWN LIGHT 20 A/120V RECP. I GROUND FAULT CIR. INTERUPTER ® 220 RANGE LINE f 220 VOLT LINE ® TELEPHONE OUTLET Ti T.V. OUTLET PENDANT LIGHT P- CEILING FAN WITH LIGHT FIXTURE ® PANELBOARD AT 5'-0" A.F.F. AS PER PANELBOARD SCHEDULE METER SOCKET AS PER ELECTRICAL RISES L SWITCH �( DUAL SWITCH j3 3–WAY SWITCH SMALL HALOGEN PENDANTLIGHT WALL FIXTURE I ® REC–ED INLAND., FLUOR OR HID FIXT. SNAKE LIGHT DOOR BELL RING Q DOOR BELL 1 ® ELECTRIC PANEL s.D Sf'IOKE DETECTOR ® EXHAUST FAN VANITY LIGHTS FLOOD LIGHTS i I j Ej A/C DISCONNECT i EXHAUST FAN / LIGHT NOTE: ELECTRICAL SUBCONTRACTOR TO EVALUATE EXISTING ELECTRICAL PANEL TO ACCOMODATE NEW ADDITION PLUMBING SCHEDULE M.C.K. FIXTURE SUPPLY soil or waste VENT REMARKS COLD HOT P-1 TOILET (TANK) 1/2" 3/8 ----- ----- 2" 2" - P-2 LAVATORY 1/2" 3/8 1/2" 3/8" 1 1/2" 2" - P-3 BATHUB 1/2" 1/2" 1/2" 1/2" 1-1/2" 1 1/2" - P-4 KITCHEN SINK 1/2" 1/2" 1/2" 1/2" 1-1/2" 1 1/2" - P-5 REFRIGERATOR 1/2" 1/2" ----- ----- ----- ----- - P-6 WASHING MACHINE 1/2" 1/2" 1/2" 1/2" 2" 1 1/2" - P-7 LAUNDRY DRAY 1/2" 1/2" 3/4" 3/4" 1-1/2" 2" - P-8 BIDET 1/2" 1/2" 3/4" 3/4" 1-1/2" 1 1/2" P-9 WATER HEATER LEGEND SANITARY SOIL OR WASTE DRAIN PIPING VENT. SANITARY PIPING — — VENTILATION PIPING COLD WATER PIPING I j --------- HOT WATER PIPING m 1\ C.O. 9 ISOMETRIC- WATER OMETRIC WATER NOT TO SCALE: PLUMBINGL PLAN SCALE: 1/4))= V-0" P-9 i HOSE 8188 I P-4 , P-2 i\ L� ( P-3 /- P-1 HOSE 8188 P-2 12'0 `12 �w P-2 P -t � 11ry"� rym }I P-3 P-1 t v P-3 11i % P-3 Ph: (386) 676 2686 801 S Yonge St. Suite -4 Ormond Beach FL 32174 -Jf 08-12-13 Revision �I Response to Comments ❑ Permit # 1 —6 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Submittal Date Project Address: e5�— N Q VS- I/ f w Contact: C `i err D (/ ,' { 1 t Gt 1,7 Ph: 7 7 <l fir✓ Fax: Trades encompassed in revision: 0 Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention General description of revision: ROUTING INFORMATION Approvals SINGL Y MEMBRANE ROO OVER �" CDX PLY OOD. SIMPSON H10 LUS21OZ 2x10 ROOF JOIS ESR -2523 © 24" O.C. W/ 14-10d NAILS 12 MATCH C9 EA. JOIST EXISTING �l TOP OF WALL `✓• MATCH EXIST. 26 GAUGE GALV. BLOCKING METAL DRIP EDGE 2x8 ROOF JOIST TIE BEAM COURSE e 0 24" O.C. W/1-#5- CONT, SIMPSON H10 LUS28Z ESR -2523 W/ 14-10d NAILS 0 EA. JOIST �— EXISTING CONC. BEAM. 2x8 ROOF JOIST NOTE: FASCIA TO MAT ® 24" O.C. EXISTING USP S L 1 d S ® EA. JOIST SINGLE PLY MEMBRANE ROOF OVER �" CDX PLYWOOD. DETAIL SCALE: N.T.S. NAILING SCHEDULE 2x STUD CONT. TO TOP " PLYWOOD PANEL a oPLATE o SIMPSON USP RT16-2 W/ 14-10d NAILS "ROOF 16d SPIKES ® 12" 12 © EA. JOIST :8d NAILS TOP PLATE 2-2x STUD HEADER—CONT. UNDER LINTELS W/ GLUE & NAILED USING 1/2" PLYWD, OPENINGS LESS FLITCH THAN 5-0" *EX'T'ERIOR PLYWOOD (APA RATED CD) HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING :8d NAILS OR WALLS WALLS @ INTERMEDIATE SHEARWALL :8d NAILS 0'-0" TO 3'-0" 2-2x6'3 2-2x4'S 3'-1" TO 5'-0" 2-2x10'3 2-2x4'S 5'-1" TO 7'-0" 2-2x12'S 2-2x6'S 7'-1" TO 9'-0" 2-2x12 W/ 1/2" 2-2x8'S CONT. PLYWD. FLITCH *FLOOR NAILING SCHEDULE SINGLE PLY MEMBRANE ROOF OVER 1/2" CDX " PLYWOOD PANEL (APA RATED CD) PLYWOOD. SIMPSON USP RT16-2 W/ 14-10d NAILS "ROOF @ EDGES 12 © EA. JOIST :8d NAILS @ 9" O.C. t STING @ INTERMEDIATE SUPPORT :8d NAILS @ 6" O.C. *EX'T'ERIOR PLYWOOD (APA RATED CD) TOP OF WALL MATCH EXISTING NUN -SHEAR @ EDGES :8d NAILS @ n" O.C. WALLS @ INTERMEDIATE SUPPORT :8d NAILS @ 12" O.C. ,1EX`T'ERIOR SEE SHEARWALL SCHEDULE 2x8 ROOF JOIST SHEARWALL 2x10 BLOCKING TIE BEAtvf COURSE ' , ..:: " PLYWOOD W/1-#5 CONT. _ - *FLOOR 10d NAILS @ 6" O.C. @ ALL SUPPORTS k PROVIDE 2x6 BLOCKING @ UNSUPPORTED JOINTS 1. USE HEADER SIZES ABOVE UNLESS SHEATHING RAFTER/TRUSS OTHERWISE NOTED ON FRAMING PLAN N, 2. PRIMARY FRAMING (BEAM S,GIRDERS,ETC..) WERE SIZED USING BUILDING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE) WIDTH 90 'FV' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY 3. JOIST, RAFTERS, LINTELS, ETC. WERE SIZED BUILDING LUCKING ® 48" D.C. USING: LENGTH FIRST 2 SPACES 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) EACH END 90 'FV' HORIZINTAL SHEAR Roof 5 h C O t h I n g Layout 16E 'E' MODULES OF ELASTICITY EXIST.WALL H=9"-6" ME r6EXIST.WALL H=8' -O" EXIST.WALL H=8'-10" � 1 B.ONT ELEVATION SEE DET. 7 r� k2 - REAR EL�E�/ATI ON 2013SCALE: EXIST.WALL H=8'-10" EXIST.WALL H=8'-0" EXISTING WALL SECTION SCALE: 3/4"= 1'-0" i ! cine d V .I J i i � ROOEF RAM ING LAYOUT SCALE: 1/4" = 1'-0" SINGLE PLYMEMBRANE ROOF OVER 1/2" CDX PLYWOOD. 7771 O -L sa T I O�N Ell E-7 RIGHT ELEVATION- SCALE: EXIST.WALL H=8'-0" EXIST.WALL H=8'-10" 2x10 ROOF JOIST © 24" 0. C. POWDER Df ANCHORS @ 24" l/ PERMIT # SINGLE PLY MEMBRANE ROOF OVER CDX PLYWOOD. I J, CLG. HOT. Y VARIES 2X4 TOP PLATE (1) LAYER OF 1/2" GYP. ON 2X4 WOOD @ 16" O.0 EA.SIDE 2X4 BOTTOM PLATE ANCHORE TO CONCRETE SLAB FLOORING AND BASE BY TENANT CONCRETE SLAB TYPICAL INTERIOR WALL NOT TO SCALE Ph: (386) 676 2686 801 S Yonge St. Suite -4 Ormond Beach FL 32174 i �r�rTllcn I� CIO 0 � N N� W SINGLE PLY MEMBRANE ROOF OVER 1/2" CDX PLYWOOD. SIMPSON USP RT16-2 W/ 14-10d NAILS 2x10 ROOF JOIST 12 © EA. JOIST MAT C9 24" O.C. t STING NOTE: FASCIA TO TOP OF WALL MATCH EXISTING MATCH EXIST. qV` 26 GAUGE GAL METAL DRIP EC 2x8 ROOF JOIST p 24" O.C. 2x10 BLOCKING TIE BEAtvf COURSE ' , ..:: W/1-#5 CONT. _ - I r - j ANCHOR BOLT (- BARB EXISTING CONC. HEA ER AND _ - _ I AT 6'O.C. .0 AT BEAMS I �z '0 E V 10 E _ m'U �0 w - - u� z Y2" DRYWALL�- I=T I — _ X w EXISTING CM . WALL y - = Q�z WOOD BASE -- i Q I EXIST. GRADE EXISTING I 4" CONC. I SLAB EXISTING FOOTINQ- - EXIST.WALL H=8'-10" EXIST.WALL H=8'-0" EXISTING WALL SECTION SCALE: 3/4"= 1'-0" i ! cine d V .I J i i � ROOEF RAM ING LAYOUT SCALE: 1/4" = 1'-0" SINGLE PLYMEMBRANE ROOF OVER 1/2" CDX PLYWOOD. 7771 O -L sa T I O�N Ell E-7 RIGHT ELEVATION- SCALE: EXIST.WALL H=8'-0" EXIST.WALL H=8'-10" 2x10 ROOF JOIST © 24" 0. C. POWDER Df ANCHORS @ 24" l/ PERMIT # SINGLE PLY MEMBRANE ROOF OVER CDX PLYWOOD. I J, CLG. HOT. Y VARIES 2X4 TOP PLATE (1) LAYER OF 1/2" GYP. ON 2X4 WOOD @ 16" O.0 EA.SIDE 2X4 BOTTOM PLATE ANCHORE TO CONCRETE SLAB FLOORING AND BASE BY TENANT CONCRETE SLAB TYPICAL INTERIOR WALL NOT TO SCALE Ph: (386) 676 2686 801 S Yonge St. Suite -4 Ormond Beach FL 32174 i �r�rTllcn I� CIO 0 � N N� W 0evi LINPLASTIC SBS MODIFIED BITUMINOUS ROOFING MEMBRANS OVER FLINPLASTIC NAIL BASE OVER 5/8 PLY -OVER 2X10 ROOF JOIST PSON H10A W/(4)10d NAILS TO TOP PLATE &(4) _ ____---- 1 /4"X2"TAPCON INTO _ ------ - - CONC. 0 EA. MEMBER x10 RAFTER @ 24" - J TOP OF WALL MATCH EXIST. 26 GAUGE GALV. 2X8 BLOCKING ANCHORED INTO C NC, METAL DRIP EDGE 48„ O.C. W/5/8 ANCHORS 1X4 2x`10 ROOF JOIST © 24” O.C. CO T. VYNIL VENT. SOFFIT .L SIMPSON H10 LUS28Z ESR -2523 W/ 14-10d NAILS © EA. JOIST �— EXISTING CONC. TIE BEAM. x8 ROOF JOIST NOTE: FASCIA TO MATC 24" O.C. EXISTING SIMPSON USP SKHTZ W/ 14-10d NAILS ® EA. JOIST FLINPLAST C SBS MODIFIED DETAIL BITUMINOU ROOFING MEMBRANS OVER FLINPL •TIC NAIL BASE OVER 5/8 PLY -OVER 2X10 ROOF JOIST SCALE. 3/4"= 1'-0' NAILING SCHEDULE MATCH 2x STUD CONT. TO 1 W/ 14-10d NAILS 2 " TOP PLATE (APA RATED CD) RAFTER/TRUSS ANCHOR BOLTS AT 24"O.0 16d SPIKES 0 12" @ EDGES TOP PLATE 2-2x STUD \SHEATHING INTO POURED CELL HEADER -CONT. UNDER LINTELS W/ GLUE & NAILED USING 1/2" PLYWD. OPENINGS LESS FLITCH THAN 5'-0" PLYWOOD (APA RATED CD) i NON -SHEAR HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING (MATCH EXISTING) @ INTERMEDIATE OR WALLS *EXTERIOR SEE SHEARWALL SCHEDULE SHEARWALL SHEARWALL 0'-0" TO 3'-0" 2-2x6'S 2-2x4'S 3'-1" TO 5'-0" 2-2X10'S 2-2x4'S 5'-1" TO 7'-0" 2-2x12'S 2-2x6'S 7'-1" TO 9'-0" 2-2x12 W/ 1/2" 2-2x8'S 10d NAILS @ 6" O.C. /ALI��S� POR`PS PLYWD. FLITCH W/5/8 ANCHO NAILING SCHEDULE MATCH SIMNAILS PSONTO10A W/(4)10d W/ 14-10d NAILS 2 " PLYWOOD PANEL (APA RATED CD) RAFTER/TRUSS ANCHOR BOLTS AT 24"O.0 *ROOF' @ EDGES :8d NAILS @ 4" O.C. \SHEATHING INTO POURED CELL r @ INTERMEDIATE SUPPORT :8d NAILS @ 6" O.C. *EXTERIOR,, ri PLYWOOD (APA RATED CD) i NON -SHEAR — @ EDGES :8d NAILS @ 4" O.C. WALLS (MATCH EXISTING) @ INTERMEDIATE SUPPORT :8d NAILS @ 12" O.C. *EXTERIOR SEE SHEARWALL SCHEDULE 0 24" O.C. SHEARWALL SOFFT W/ SCREEN VENT. _F -- ® CONCRETE (MATCH EXISTING) 2X8 BLOCKING ANCHOR D " PLYWOOD ' k FLOOR C. 10d NAILS @ 6" O.C. /ALI��S� POR`PS MANSORY UNIT FLINPLASTIC SBS MODIFIED BITUMINOUS ROOFING MEMBRANS OVER FLINPLASTIC NAIL BASE OVER 5/8 PLY—OVER 2X10 ROOF JOIST 12 SIMPSON USP RT16-2 MATCH SIMNAILS PSONTO10A W/(4)10d W/ 14-10d NAILS EXISTING E(4&(4) 0 EA. JOIST RAFTER/TRUSS ANCHOR BOLTS AT 24"O.0 1/4"X2"TAPCON INTO GONG. ® EA. MEMBER OTHERWISE NOTED ON FRAMING PLAN \SHEATHING INTO POURED CELL r �Ir TOP OF WALL /1 ----- EXIST. PLYWOOD 2' HGT. A T1i 7m ri MATCH Y-- i — FASCIA. (MATCH EXISTING) 2x8 ROOF JOIST 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC..) 0 24" O.C. ■ SOFFT W/ SCREEN VENT. -- ® CONCRETE (MATCH EXISTING) 2X8 BLOCKING ANCHOR D �;• ' INTO GONG, 48" C. MANSORY UNIT W/5/8 ANCHO S _ 2x10 BLOCKING V — — TIE BEAM COURSE I ANCHOR BOLT W/1—#5— CONT. - - 6"#5 EPDXI BARR O.C. AT 6'O.C. EXISTING GONG. HEAD R AND 16E 'E' MODULES OF ELASTICITY _. BEAMS - - WALL ASSEMBLY IS ANCHOR BOLTS AT 24"0.c 3. JOIST, RAFTERS, LINTELS, ETC. WERE SIZED BUILDINf� LOCKING O 48' D.C. _ AN EXISTING CONDITION _ USING: 1200 'FB' EXTREME FIBER IN BENDINC(SINGLE) cD 4 TYP. SOFFIT D AI SCALE: 1/2"= 1'- " Roof S h athing Layout FLINPLASTIC SBS MODIFIED BITUMINOUS ROOFING MEMBRANS OVER FLINPLASTIC NAIL BASE OVER 5/8 PLY—OVER 2X10 ROOF JOIST 2x10 RAFTER ®24" O.C. t0 (D ADNTL.MEMBER ®EA.RAFTER SIMPSON H10A W/(4)10d NAILS TO TOP PLATE &(4) 1/4"X2"TAPCON INTO TOP OF WALL -- --- -----M� CONC. 0 EA. MEMBER f MATCH EXIST. -------� 26 GAUGE GALV. METAL DRIP EDGE 2 (2)2X10 HEADERS CONT. VYNIL VENT. SOFFIT WOOD COLUMN USE (2) SIMPSON MTS12 N 4X4 • :. 0 EA.CENTER COL.& (3) i