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HomeMy WebLinkAbout117 W 19 St 17-649 Plans revisionSTAIR DATA: — 3R@6.33" 2T@10" FLOOR PLAN DOOR SCHEDULE CALL# DOOR SIZE TYPE 0 SWING MANUF. R.O. 5'4" 4'-7" Z-0" 4'-5" Z-8" 10" WIDTH HEIGHT 101 64" 6'-8" DOUBLE DOOR UNIT FIBERGLASS OUTSWING TBD 7-4" 4'-0" SIDE HINGED, 1 -LITE 102 24" o SINGLE DOOR UNIT FIBERGLASS OUTSWING WOOD DECK STAIR DATA: IN 2" RG. C. TO o 3 a 5-0" SINGLE HUNG VINYL, WHITE 4" CONC. AD 4 3R@6.33" W a EGRESS 4 3'-0" 5'-0" SINGLE HUNG 3'-6" 2T@10" 0 OHO 110V OUTLET EGRESS 5 2-0" 3'-0" SINGLE HUNG tU1 A / 0 0 AIR COND. TEMP. 6 Z-6" 5'-0" Q CON(1 v TBD 0 3 -WAY OPER. T.V. CABLE 7 2'-0" 2030 -SH 102 SINGLE HUNG VINYL, WHITE TBD 0 a0 SWITCH DIMMER 8 M.T. TEMP M.T. 3'-0" SINGLE HUNG VINYL, WHITE TBD v BUTTON 4 9 3'-0" 5'-0" q (2)2868-1 LITE s� VINYL, WHITE TBD 0 o = O 2 V1�2- WARE INTERCONNECTED (� CEILING LIGHT U r` N Z U) F4 W so.co ® SMOKE DETECTOR/ CARBON MONOXIDE BAIL BACK-UP W/ HARD- WARE INTERCONNECTED V.P. RECESSED Lu az5 O T-10' 4" VAPOR PROOF DETECTOR 0 RECESSED O o SHOWER L- DRAWN: DTV CAN LIGHT6 CHKD: KJF SCALE: 114" =1'-0" CEILING FAN LIGHT PROJECT NUMBER: 16-028 RECESSEDW/ 4 7 CAN LIGHT , K .63901 ST TE F 0 VENT. FAN SHEET NUMBER: 42" HIGI I WALL VENT FAN i W/ LIGHT OWNER'S SUITE WI GIA SABV. o 8' CIg. o 0. BATH C m 5 -SH W.C. o a' -o" z'-10° z' -a" LAUNDRY 22X54-'1 = o ATTIC 8' Clg. © �C6 T-4' CCESS 4'-4" 4'-0" N p o N �D. W.I.C. .- o� _ N ? o IR113H REF. T-10" p _ 0 0 V }— AIC IN ATTIC N w � y SUITE #2 L KITCHEN 0 � y Q o w 2 0� 8'CI . O 8'Cig. n g Y v uM o CD < w 8 SINK (2)2468-B.F. 1 D.W. Do — — — — N IR11SH N HOWE 2X221 o n 0 LA ATTIC T-10" W.C. ACCESS BATH #2 2668 1W1SH = m90 N CV _ _ O L zv GREAT ROOM o l^� (2)2468-B.F. n 8' c19. N �11-1.. N 4.4. 5'-2„ Q 8 m� 0 M w SUITE #3 L 8' CIg. z 0 0 0 M.T. X EXISTING WDW EXISTINGWDW c� c� z z J COVERED PORCH z 8' CIg. _ ❑36" HIGH RAILING 36" HIGH RAILING ❑ FLOOR PLAN DOOR SCHEDULE CALL# DOOR SIZE TYPE MATERIAL SWING MANUF. R.O. BUCK NOTES WIDTH HEIGHT 101 64" 6'-8" DOUBLE DOOR UNIT FIBERGLASS OUTSWING TBD J 200A. 2P. DIS. SW. SIDE HINGED, 1 -LITE 102 24" 6'-8" SINGLE DOOR UNIT FIBERGLASS OUTSWING TBD GROUND PER NEC IN 2" RG. C. TO SIDE HINGED, 1 -LITE *R.O.-T.B.D. WINDOW SCHEDULE CALL # WINDOW SIZE TYPE MATERIAL MANUF./ SERIES GRILLES R.O. BUCK NOTES WIDTH HEIGHT 1 2'-0" T-0" SINGLE HUNG VINYL, WHITE TBD 0 J 200A. 2P. DIS. SW. TEMP. 2 T-0" 5-0" SINGLE HUNG VINYL, WHITE TBD 0 GROUND PER NEC IN 2" RG. C. TO EGRESS 3 T-0" 5-0" SINGLE HUNG VINYL, WHITE TBD 0 W ELECTRICAL MATERIALS AND INSTALLATIONS SHALL EGRESS 4 3'-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 OHO 110V OUTLET EGRESS 5 2-0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 AIR COND. TEMP. 6 Z-6" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 3 -WAY OPER. T.V. CABLE 7 2'-0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 a0 SWITCH DIMMER 8 2'.0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 BUTTON 4 9 3'-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 o = O W EGRESS ELECTRICAL RISER 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS AIC K.W. HT. ST. TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). NEMA 3R ' DIS. SW PANEL150AMPMLO i NOTE: 1201240 V. 10 3WV FLUSH MTD. AIC RANGE Gla NM NO GRD HEAT G12 NM W/GRD CONDENSER 3#210 THW ALUM 2' FLOURECENT 1 - #8 THW. CU DRYER 10/3 NM NO GRD IN 1 112" C WATER HTR. 10/2 NM NO GRD UNIT DIS. SW, 4' FLOURECENT RAINROOF NEMA 3R J 200A. 2P. DIS. SW. WIRED TO SWITCH SEE PANEL SCH. — UTILITY POLE � & SERVICE ART 250 3#3/0'THWN CU GROUND PER NEC IN 2" RG. C. TO W/MIN OF 1#6 TW CU IN 112" C TO CW PIPE POWER CO. TRANSFER GRADE GROUND FAULT INTERUPTERC PAD USE 2- 8' DEEP GROUNDING RODS 518" DIA. —c ELECTRICAL RISER NOTES W ELECTRICAL MATERIALS AND INSTALLATIONS SHALL PANEL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL 2E p ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. EXTERIOR WATERPROOF DOOR AND WINDOW ATTACHMENT TO WOOD FRAME WHERE FRAMING MATERIAL IS WOOD OR OTHER APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP OR THROUGH THE FLANGE, SHIMS SHALL BE MADE FROM MATERIAL CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE ROUGH OPENING SUBSTRATE. FLOOR PLAN NOTES ALL INTERIOR WALLS ARE 3 1/2" U.N.O. DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. AIR COMPRESSOR SET ON 38"X38" POURED CONC. PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. SEE SHEET ADA FOR GENERAL AND STANDARD BUILDING NOTES. ALL SLEEPING ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER. ALL ATTIC ACCESS TO BE METAL FABRICATION AND 300 LB. CAPACITY NOTES: GLAZING FOR ALL EXTERIOR ELEVATIONS SHALL BE DOUBLE PANE LOW -E GLASS PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. ALL WINDOWS TO COMPLY WITH FBC 2014 WIND LOADING REQUIREMENTS. FIELD VERIFY ALL OPENING DIMENSIONS PRIOR TO FABRICATION. WINDOW ATTACHMENT 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS TO WOOD FRAME TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). WALLS DEFINITION NOTE: VERIFY ALL ATTACHMENTS SHOWN ON DWGS. W/ WINDOW MANUFACTURER TO VERIFY COMPLIANCE W/ WIND LOAD REQUIREMENTS. (ELECTRICAL NOTES 1 -LOC. OF T.V. AND PH. OUTLETS & FAN TO BE VERIFIED @ HOMEOWNER PRECONS FRUCFION MEETING. 2 -HABITABLE ROOM CKTS TO HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED. 3 -CARBON MONOXIDE DETECTOR REQUIRED WITHIN 10' OF SLEEPING ROOMS. 4 -RECEPTACLES TO BE LOCATED WITHIN 6' OF A DOOR OPENING AND NOT MORE THAN 12' APART 5 -ALL ELECTRICAL EQUIPMENT SHALL BE: A) LISTED AND LABELED BY AN INDEPENDENT TESTING LABORATORY. B) USED AND INSTALLED IN ACCORDANCE WITH LISTING INSTRUCTIONS. 6 -PROVIDE ARC- FAULT CIRCUFF INTERRUPTERS AT ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 & 20 AMP. RECEPTACLES IN DWELLING UNIT BEDROOMS (NEC 210-12) 7 -SMOKE DETECTORS SHALL BE INSTALLED AS FOLLOWS: A) WALL INSTALLATIONS 6"MIN., 12" MAX. BELOW CEILING AND 18" MIN. FROM ANY CORNER. B) CEILING INSTALLATIONS - MIN. 6" FROM ANY VERTICAL SURFACE. C) INSTALLATION WILL BE 3'-0" MIN. FROM ANY MECHANICAL SUPPLY OR RETURN AIR GRILL. D) PER MANUFACTURERS SPECIFICATIONS. 8 -ALL SMOKE DETECTORS WITHIN DWELLING UNIT SHALL BE INTERCONNECTED, SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. 9 -ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP POWER. 10 -RECEPTACLES IN KITCHENS, GARAGES, BATHROOMS OR LOCATED OUTDOORS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTION SYSTEM, GFI. 11 -OUTLET BOXES IN WALL BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED PLASTIC, 12 -ALL LIGHTING FIXTURES IN CLOSETS SHALL BE LOCATED A MIN. OF 18" FROM ANY SHELVING. 13 -CEILING FAN PER ART. 422-18. 14 -ALL WIRING TO BE COPPER UNLESS NOTED OTHERWISE. 15 -ALL WORK MUST CONFORM TO CURRENT APPLICABLE N.E.C. CODE. 16 -BATHROOM RECEPTACLE OUTLETS SHALL BE ON A SEPARATE CIRCUIT. WALL LEGEND 8'-0" BRG. EXISTING WALL NEW FRAME M.T.=METAL THRESHOLD An ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SYMBOL DEFINITION NOTES 11 OV OUTLET Lu �IE OZ 2' FLOURECENT o 11 OV OUTLET 1/2 OF OUTLET W 4' FLOURECENT VJ ElLu J WIRED TO SWITCH � 11 UV OUTLET EQUIPED WITH �(( PENDANT c.F.i. GROUND FAULT INTERUPTERC w w LIGHT 220V OUTLET W d PANEL ~ LU 2E p F- EXTERIOR WATERPROOF OHO 110V OUTLET OUTLET W METER U-1 F- SWITCH a �c AIR COND. H' DISCONNECT �i- °O SWITCH 3 -WAY OPER. T.V. CABLE r M L6 OUTLET a0 SWITCH DIMMER p PUSH 4' BUTTON 4 WALL MOUNTED CD coLqLq SMOKE BATT. BACK-UP W/ HARD - < (� O u-) - f� LIGHT o = O W DETECTOR WARE INTERCONNECTED (� CEILING LIGHT U r` N Z U) T W so.co ® SMOKE DETECTOR/ CARBON MONOXIDE BAIL BACK-UP W/ HARD- WARE INTERCONNECTED V.P. RECESSED Lu az5 O CAN LIGHT 4" VAPOR PROOF DETECTOR 0 RECESSED O o �)Qn �./ L- DRAWN: DTV CAN LIGHT6 CHKD: KJF SCALE: 114" =1'-0" CEILING FAN LIGHT PROJECT NUMBER: 16-028 RECESSEDW/ 4 L S�����, CAN LIGHT , K .63901 ST TE F 0 VENT. FAN SHEET NUMBER: All VENT FAN i W/ LIGHT CO r4, DING OF.D FF'/1ir{t�4 n a O LL Lu �IE OZ w otf o < N W O� U w VJ ElLu J o W z w w w w W ~ LU 2E p F- OHO U ¢ W U-1 F- W a d a H' �-- \i �i- °O H Z r M L6 a0 0 0 r, CV M J M LL _ ^�ry� (O OO W6) cu CD CD coLqLq < (� O u-) - f� � o = O W M %Nu Design W �- U r` N Z U) v W 0 _1 v LL Lu I W ® Lu az5 vJ 0 W I--- LL. ZZ o O o �)Qn �./ L- DRAWN: DTV DATE: 2.14.17 CHKD: KJF SCALE: 114" =1'-0" JONES RESIDENCE PROJECT NUMBER: 16-028 LICENSE NUMBER: DANIEL SOUTER, P.E. L S�����, . C E .. S /fix , K .63901 ST TE F SHEET NUMBER: All 1 'll 117 W. 19th St. Sanford, Fl. 32771 SHEET INDEX SHEET SHEET CONTEXT AO.0 COVER SHEET: INDEX & SITE PLAN A1.0 DEMO PLAN & DETAILS S-1 GENERAL STRUCTURAL NOTES S-2 FOUNDATION & FRAMING PLANS S-3 STRUCTURAL DETAILS A1.1 FLOOR PLAN & ELECTRICAL PLAN A2.1 EXISTING ELEVATIONS A2.2 NEW ELEVATIONS N/A SIDE SETBACK RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING 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 FERMI F PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #17-649 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 5th EDITION RESIDENTIAL OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS: I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2014 5TH EDITION RESIDENTIAL 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE WINDBORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 5TH EDITION. SiTEWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. REMEDIATE SOIL TO THIS CAPACITY. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2014 5TH EDITION FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2014 5TH EDITION FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. NOTE: WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR, HENCE NO DETAILS OF FLASHING, FLOOR, SLOPE AND STEP, NOR ANY OTHER WATERPROOFING MEASURES HAVE BEEN INCLUDED IN OUR DRAWINGS. IF SLOPE AND FLOOR STEPS ARE SHOWN ON OUR DRAWINGS, THEY SHALL BE USED ONLY AS A REFERENCE. BUILDING JURISDICTION BUILDING OCCUPANCY CODE INFORMATION CITY OF SANFORD 01 -SINGLE FAMILY BUILDING CONSTRUCTION TYPE ,I VB BUILDING DESCRIPTION RESIDENTIAL UNIT LEVELS OF RESIDENCE 1 -STORY BUILDING HEIGHT 16'-2" BUILDING ZONING RS -2 PROPERTY DESCRIPTION LOT 25, SANFORD HEIGHTS, P132 PG 63 AREA CALCULATIONS EXISTING A/C 1,044 S.F. ADDT'L A/C 224 S.F. NEW A/C 1,268 S.F. EXISTING U.R. 1,180 S.F. ADDT'L U.R. 236 S.F. NEW U.R. 1,416 S.F. LOT INFORMATION CODE EXISTING PROPOSED ZONING RS -2 Wi,t'IrJ E`rT'y� ,"SNE s.>,TEtat�T S�: BUILT 1930 MINIMUM LOT AREA O IE 10,616 SF PFi ia1,f+E1.': FRONT SETBACK 25-0" 27.96' SAME SIDE SETBACK (AT STREET) NA NA N/A SIDE SETBACK T-6" (EACH) 9.157/10.36' SAME REAR YARD SETBACK 10'-0" 38'-7" 10'-7" LOT WIDTH 95.0' --- N PERMEABLE SURFACE 30% = 3,184 SF 49.53%=5,258 SF 20.47%=2,173 SF MAXIMUM LOT COVERAGE 30% = 3,184 SF 24.52%=2.603 SF 29.97%=3,181 SF (+578 s.f.) MAXIMUM HEIGHT 30'-0" 12'-7" 14'4° 0 DESIGN CRITERA BUILDING CODE: FLORIDA BUILDING CODE 5TH ED. 2014 MECHANICAL CODE: FLORIDA BUILDING CODE 5TH ED. 2014 PLUMBING CODE: FLORIDA BUILDING CODE 5TH ED. 2014 ELECTRICAL CODE: NEC 2011 ED. LIFE SAFETY CODE:FLORIDA FIRE PREVENTION CODE 2010 ED. �DSPEED: v 139 MPH Q WIND IMPORTANCE FACTOR: 1.0 I EXPOSURE CATEGORY: C 'FLOOR LOADS: ---------- NE0SF, DEAD 25 PSF ROOF LOADS: LIVE 20 PSF, DEAD 20 PSF GENERAL CONTRACTOR TO VERIFY: -MINIMUM SOIL DENSITY OF 95 -2000 PSF ASSUMED ALLOWABLE -CONTRACTOR TO REMOVE SOIL "MUCK" FROM UNDER NEW CONSTRUCTION AND WITHIN 5'4' FROM FOUNDATION DE1uT1 J1ri(O.,fEEU °-.'halt-,ka`1 rAF+H (:'nad - i+J$,taF�hl} W Wi,t'IrJ E`rT'y� ,"SNE s.>,TEtat�T S�: It9TEPt�r1 VR 0E: C EFF � E,�Vt4tr q�,E9L14 t.S%,is CO61FQt ENT: °�ttrq QLkw1lD 0 O IE TT�BI?T5 �`Y PFi ia1,f+E1.': CD 0 ❑ w W IUP --- N � L Lu -45.7:., z d, 10 w C) J I- � otl w R SIT + ss.7i' y�iJ' _i 1�lCl. t30D 33,1?: 1 1�J- +�5 1!2• ❑ N O luq ALL dAdlD(lA�•ktO 001OR3 TO BEaE1.E:'TED FR14'FLL PRE,57-j+E' TALE VAL�JEa ?F3E QLTIM(A FOR fi4L;!tiYML6 LO4iG'a 4�JLTIPL'i., LISTE4!. 1AU•JE: 3:f +kb CCI;1E', �p �,..Ec G" 1�I1tiIN 1�.;tI`,'TJF 0.>:�,t1Eft5 9 A " MAR 2 3 2017 1 BY: - ----- G W 0 0 CD 0 ❑ w W --- N � L Lu M o z w C) J I- � w R Q ~ z ❑ N O O ti CV M � co U) C CV L® R3 00 � 0 CD CV aj Lo > . (n g ti o ® = o L -U Z M SNU Design W r zC/)CN D J w W C3) Cr) LU C].- Ir � U O o LLJ LL z r z o <C U) DRAWN: ON DATE: 2.14.17 CHKD: KJF SCALE: 114"= V-0" JONES RESIDENCE PROJECT NUMBER: 16-028 LICENSE NUMBER: DANIEL SOUTER, P.E. 0. _ j NATE UPOfl,Op. � gl SHEET NUMBER: A0.0 0� U) W o "' M o o r-) w Q W r N Lu O z wwc G � J I— CO w w a Q o Q"i z z N o a N M LL 7,5 V ! ~ S` ca OND cury1 N ' � ■ ■ N l(7 Lq Q LQ VW CSU � ®O Z o W ZM v' Nu Design w U r" Z j N cJ W ® Q w LLL 070 Wr-- n -6 7.71 Cn 0 W h LLo Z r Z o ® U) DRAWN: DN DATE: 2.14.17 CHKD: KJF SCALE: 114" = P-0" JONES RESIDENCE PROJECT NUMBER: 16-028 LICLBER:DANI jv��OF rn' // // V ��,c� •' fFtIDQ'••'•�iti ;; ZC'E //"SS7ON.A. SHEET NUMBER: A1.0 1. HUILDING CODES A. ALL CONSTRUCTION SHALL CONFORM WITH THE 2014 (5th EDITION) FLORIDA BUILDING CODE. B. IN ADDITION, ALL CONSTRUCTION SHALL CONFORM WITH THE GOVERNING LOCAL BUILDING CODE OR LOCAL JURISDICTIONAL REQUIREMENTS. 2. DESIGN LOADS A. THE DESIGN DEAD LOADING FOR ALL FRAMING IS BASED ON THE CONSTRUCTION MATERIALS SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS. ALL FRAMING IS DESIGNED FOR THE FOLLOWING UNIFORM DEAD LOADS APPLIED IN ADDITION TO STRUCTURE SELF WEIGHT: MECH., ELECT., PLUMBING, CEILING, ETC.................15PSF ROOFING....................................................................5PSF B. THE MINIMUM DESIGN UNIFORMLY DISTRIBUTED LIVE LOADING FOR ALL NEW FRAMING SHALL BE AS FOLLOWS: FLOOR LIVE LOADS UNINHABITABLE ATTICS W/ STORAGE .......... 20PSF SLEEPING AREAS...........................................3OPSF ALL OTHER AREAS INCL. STAIRS.................40PSF ROOF LIVE LOAD.............................................20PSF C. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE STABILITY OF THE STRUCTURE AND TO SUPPORT CONSTRUCTION LOADS DURING CONSTRUCTION, INCLUDING SOILS ON WALLS FROM BACKFILLING PRIOR TO PLACING SLABS ON GRADE. DESIGN OF ALL BRACING IS THE CONTRACTORS RESPONSIBILITY. ANY SHORING OR BRACING ENGINEERING SHALL BE BY OTHERS, AND DRAWINGS SIGNED AND SEALED BY A LICENSED PROF. ENGINEER IN THE STATE OF FLORIDA SHALL BE SUBMITTED FOR APPROVAL. 3. MISCELLANEOUS A. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS MUST BE SUBMITTED BY THE CONTRACTOR OR OWNER FOR REVIEW BY THE ENGINEER. IF THE CONTRACTOR OR OWNER FAILS TO SUBMIT THE SHOP DRAWINGS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT. THE SHOP DRAWINGS SHALL INDICATE ANY DEVIATIONS OR OMISSIONS FROM THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMISSION AND MAKE ALL CORRECTIONS DEEMED NECESSARY. B. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND DIMENSION OF CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS WHICH IMPACT THE STRUCTURAL COMPONENTS. C. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. ALL DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. D. THE CONTRACTOR SHALL NOT SUBMIT REPRODUCTIONS OF THE STRUCTURAL CONTRACT DOCUMENTS AS SHOP DRAWINGS. E. SCALES SHOWN ON THE STRUCTURAL CONTRACT DRAWINGS ARE FOR GENERAL INFORMATION ONLY. DIMENSIONAL INFORMATION SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS. 4. SPREAD FOOTING FOUNDATIONS A. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE LOCATED AS INDICATED ON THE DRAWINGS. B. TOP OF ALL INTERIOR FOOTINGS SHALL BE A MINIMUM 6" BELOW FINISHED FLOOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. C. ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE ALLOWABLE SOILBEARING PRESSURE SHALL BE FIELD VERIFIED BY A REGISTERED GEOTECHINCAL ENGINEER AND APPROVED PRIOR TO PLACING FOUNDATIONS. SHOULD THE ACTUAL SOIL BEARING PRESSURE BE LESS THAN 2000 PSF, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. D. ALL FILL PLACED UNDER SPREAD FOOTINGS SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698, E. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL FOUNDATION AND SOIL CONDITIONS WHICH DIFFER FROM THOSE ANTICIPATED OR INDICATED IN THE CONTRACT DOCUMENTS. G. ALL EXISTING SOIL CONTAINING GRAVEL, CONSTRUCTION OR DEMOLITION DEBRIS, ORGANIC SUBSTANCES, OR OTHER FOREIGN OBJECTS SHALL BE REMOVED FROM THE REGION WITHIN THE FOOTPRINT OF THE STRUCTURE. 5. STRUCTURAL FILL A. NEW FILL MATERIAL AND EXISTING BASE MATERIAL SHALL BE FREE OF ALL REFUSE, DEBRIS, AND ORGANIC MATTER AND SHALL BE APPROVED FOR USE BY A REGISTERED GEOTECHNICAL ENGINEER. B. FILL MATERIAL SHALL BE DEPOSITED IN 8 INCH MAXIMUM LOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. FILL SHALL BE PLACED AND COMPACTED IN 8 INCH LOOSE LIFTS TO DESIRED FINISHED GRADE. STRUCTURAL GENERAL NOTES SCALE: N.T.S. 6. CAST IN PLACE CONCRETE A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301)"; AND TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)". B. IN ADDITION TO THE ABOVE, ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING: 1. REC. PRACTICE FOR HOT WEATHER CONCRETING (ACI 305). 2. REC. PRACTICE FOR COLD WEATHER CONCRETING (ACI 306). 3. REC, PRACTICE FOR CONCRETE FORMWORK (ACI 347). C. ALL CONCRETE EXPOSED TO PUBLIC VIEW SHALL CONFORM TO THE REQUIREMENTS FOR ARCHITECTURAL CONCRETE CONTAINED IN ACI 301. D. ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE CONCRETE HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 5% +/— 1%. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED. MAXIMUM AGGREGATE SIZE SHALL BE 1", AND MAXIMUM SLUMP SHALL BE 4", 3 FOR SLABS ON GRADE. ALL CONCRETE, EXCEPT FOOTINGS, SHALL CONTAIN A WATER REDUCING ADMIXTURE. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 AND NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 33. E. ALL CONCRETE; UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE CONCRETE HAVING THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS: FOUNDATIONS 3000 PSI SLABS ON GRADE 3000 PSI BEAMS/COLUMNS/ELEVATED SLABS 4000 PSI ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 5% +/ 1%. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED. MAXIMUM AGGREGATE SIZE SHALL BE 1", AND MAXIMUM SLUMP SHALL BE 4", 3" FOR SLABS ON GRADE. ALL CONCRETE, EXCEPT FOOTINGS, SHALL CONTAIN A WATER REDUCING ADMIXTURE. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 AND NORMAL WEIGHT AGGREGATES SHALL CONFORM ASTM C 33. F. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A 185. LAP ALL REINFORCING BARS A MINIMUM OF 48 BAR DIAMETERS AND ALL W.W.F. A MINIMUM OF TWO FULL GRIDS, UNLESS OTHERWISE INDICATED. G. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE CRSI "MANUAL OF STANDARD PRACTICE", ACI 315" DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI SP 66 "DETAILING MANUAL". H. ALL CONCRETE MIX DESIGNS, INCLUDING CEMENT CONTENT, WATER CEMENT RATIO, FINE AND COARSE AGGREGATE CONTENT AND ALL ADMIXTURES, SHALL BE REVIEWED BY ENGINEER PRIOR TO PLACING FIRST CONCRETE. I. ALL CONCRETE SHALL BE SAMPLED AND TESTED BY THE TESTING AGENCY. THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY 48 HOURS PRIOR TO THE PLACING OF ANY CONCRETE. J. THE CONCRETE STRUCTURE SHALL NOT SUPPORT THE DESIGN LIVE LOAD FOR A MINIMUM OF 28 DAYS AND ALL SHORING AND RESHORING REQUIRED TO SUPPORT THE CONCRETE STRUCTURE DURING CONSTRUCTION SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR. SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA, SHALL BE SUBMITTED FOR REVIEW. SHOP DRAWINGS SHALL INDICATE THE TYPE, EXTENT, SIZE, AND LOCATION OF ALL SHORING AND RESHORING AS WELL AS THE SEQUENCE OF CONSTRUCTION. K. GROUND BLAST FURNACE SLAG MAY BE USED TO REPLACE UP TO 50 PERCENT OF THE PORTLAND CEMENT IN A CONCRETE MIX, AND FLY ASH OR POZZOLAN MAY BE USED TO REPLACE UP TO 25 PERCENT OF PORTLAND CEMENT, SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND SHALL CONFORM TO ASTM C 989. L. MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: FOUNDATIONS 3 INCHES SLABS ON GRADE 2 INCHES (TOP) ALL OTHER CONCRETE ACI STANDARDS 7. CONCRETE MASONRY A. ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE 5/TMS 402)" AND TO THE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)". B. ALL CONCRETE MASONRY SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, fm = 1500 PSI, C. ALL WALLS SHALL BE CONSTRUCTED OF NORMAL WEIGHT HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C 90 WITH A NET COMPRESSIVE STRENGTH OF 1900 PSI. D. ALL EXTERIOR WALLS AND BEARING WALLS SHALL BE CONSTRUCTED WITH TYPE "S" CEMENT LIME MORTAR ABOVE GRADE, AND TYPE "M" BELOW GRADE, ALL MORTAR SHALL CONFORM TO ASTM C 270 WITH TYPE "S" MORTAR OBTAINING AN AVERAGE COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS AND TYPE "M" MORTAR OBTAINING AN AVERAGE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. E. ALL FILL FOR CONCRETE MASONRY SHALL BE GROUT CONFORMING TO ASTM C 476 WITH A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. F. ALL MASONRY WALLS SHALL BE REINFORCED WITH 9 GA TRUSS TYPE GALVANIZED HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A 82 AND SPACED VERTICALLY AT 16" O.C., UNLESS OTHERWISE INDICATED. PROVIDE CORNER AND TEE PIECES AT ALL INTERSECTIONS. LAP ALL JOINTS 6" MINIMUM. G. ALL VERTICAL REINFORCING SHALL BE LAP SPLICED A MINIMUM OF 48 BAR DIAMETERS UNLESS OTHERWISE INDICATED. H. VERTICAL WALL REINFORCING SHALL BE CUT AND LAP SPLICED FOR MAXIMUM 5'-0" GROUT LIFTS. MASONRY CORES CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. 8. WOOD A. ALL STRUCTURAL SHEATHING SHALL CONFORM TO THE DESIGN SPECIFICATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. APA PS 1. PLYWOOD SHALL HAVE A MINIMUM OF THREE CONTINUOUS SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL SHEATHING SHALL BE SPAN RATED FOR THE LOADS AND FRAMING SPACING AS INDICATED ON THE DRAWINGS, B. FLOOR SHEATHING: USE 25/32" PLYWOOD (MIN.) FOR FLOOR SHEATHING. FASTEN PLYWOOD TO FLOOR TRUSSES W/ #8 SCREWS AT 6" O.C. AND GLUE. C. ROOF SHEATHING: USE 19/32" CDX. 'OR OSB PLYWOOD (MIN.) FOR ROOF SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d RING SHANK NAILS ® 6" O.C. AT ALL EXTERIOR SUPPORTS AND BLOCKING AND 6" O.C. AT ALL INTERIOR SUPPORTS. (MIN. PENETRATION 1-1/2") REDUCE NAIL SPACING TO 4" U.C. WITHIN 3'-0" OF ALL ROOF EDGES. CONTRACTOR OPTION TO USE 15/32 PLYWOOD FOR ROOF SHEATHING WITH PANEL EDGE CLIPS AT ALL TRUSS SPACES. D. VERTICAL WALL SHEATHING (GABLES, TRUSS HEELS ETC.): USE 15/32" COX. OR OSB PLYWOOD (MIN.) FOR WALL SHEATHING. FASTEN PLYWOOD TO STUDS W/ 8d NAILS ® 6" O.C. AT ALL EXTERIOR SUPPORTS AND BLOCKING AND 6" O.C. AT ALL INTERIOR SUPPORTS. (MIN. PENETRATION 1-1/2") E. WOOD GRADE SHALL BE REGULAR SOUTHERN PINE N0, 2, 19% MOISTURE CONTENT MAX., Fb = 1400psi MIN. 2x4 STUDS MAY BE SPRUCE OR PINE. F. ALL MAN U FACTURED/GLU LAM/POWERBEAM/LVL MEMBERS TO HAVE A MINIMUM BENDING STRESS OF Fb = 2250psi. G. ALL DOUBLE AND TRIPLE BEAMS TO BE CONNECTED WITH 12d NAILS AT 16" O.C. STAGGERED, MIN. H. ALL SIMPSON CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING NUMBER, LENGTH AND DIAMETER OF FASTENER. WHERE CONNECTOR HAS MULTIPLE OPTIONS FOR NUMBER OF NAIL HOLES TO BE FILLED, THE MAX. NUMBER OF NAIL HOLES SHOULD BE FILLED U.N.O. 9. PRE—ENGINEERED WOOD ROOF 'TRUSSES A. WOOD TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" FOR THE DESIGN LOADS INDICATED ON THE CONTRACT DOCUMENTS. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED AND SPECIFIED BY THE TRUSS SUPPLIER. B. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR ALL WOOD TRUSSES INCLUDING TRUSS LAYOUT, WOOD SPECIES AND GRADE, MEMBER SIZES, TRUSS BEARING CONNECTION DETAILS WITH CLEARLY INDICATED UPLIFT AND AXIAL LOADS, AND THE DESIGN AND LOCATION OF ALL REQUIRED BRACING AND BRIDGING.THE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. C. TRUSS CONNECTIONS AS INDICATED ON THE PLAN ARE PRELIMINARY AND FINAL DESIGN AND SPECIFICATION IS CONTINGENT UPON THE SUBMITTAL OF THE TRUSS PACKAGE TO THE ENGINEER OF RECORD. DANIEL SOUTER, P.E. P.E.# 63901 P.O. BOX 547774 ORLANDO, FL 32854 PHONE: (407) 421-4866 W Q VIS u Design W STRUCTURAL ABBRIEMMN5771 AB ANCHOR BOLT JST JOIST ABV ABOVE K KIP A.C.I. AMERICAN CONCRETE KO KNOCK OUT INSTITUTE LG LONG ADD'L ADDITIONAL LL LIVE LOAD AFF ABOVE FINISH FLOOR LLH LONG LEG HORIZONTAL AGGR AGGREGATE LLV LONG LEG VERTICAL A.I.S.C. AMERICAN INSTITUTE OF LNTL LINTEL C/) STEEL CONSTRUCTION LSL LONG SLOTTED HOLES A.I.S.I. AMERICAN IRON AND LONG LONGITUDINAL STEEL INSTITUTE LP LOW POINT AL ALUMINUM MAS MASONRY ALT ALTERNATE MAX MAXIMUM ARCH ARCHITECT(URAL) MBM METAL BUILDING MFR A. S. T. M. AMERICAN SOCIETY OF MC MOMENT CONNECTION TESTING MATERIALS MCJ MASONRY CONTROL JT A.W.S. AMERICAN WELDING MECH MECHANICAL SOCIETY MEZZ MEZZANINE B/ BOTTOM OF MFR MANUFACTURE(ER) BB BOND BEAM MIN MINIMUM BLDG BUILDING MO MASONRY OPENING BLW BELOW MS METAL STUD BM BEAM MTL METAL BOT BOTTOM NS NEAR SIDE BP BASE PLATE NTS NOTOVETOSCALE BRDG BRIDGING OA BRG BEARING OC ON CENTER BRK BRICK OD OUTSIDE DIA. BS BOTH SIDES OF OUTSIDE FACE BTJ BOLTED TIE JOIST OPNG OPENINGO BTWN BETWEEN PP OPPOSITE C/C CENTER TO CENTER PDF POWER DRIVEN CANT CANTILEVER FASTENERS (SHOT PINS) CB CONCRETE BEAM PERP PERPENDICULAR CC CONCRETE COL PC PRECAST CIPCAST IN PLACE PL PLATE CJ PLYWD PLYWOOD CONSTRUCTION JOINT PNL PANEL OR CONTROL JOINT PSF POUNDS PER CL CENTERLINE SQUARE FOOT CLR CLEAR(ANCE) PSI POUNDS PER CM CONCRETE MASONRY SQUARE INCH CMU CONCRETE MASONRY UNIT PTN PARTITION COL COLUMN R RADIUS CONC CONCRETE REF REFERENCE CONN CONNECTION REINF REINFORCE(D) (INC) CONT CONTINUOUS REQ REQUIRE CONTR CONTRACTOR REQ'D REQUIRED CSK COUNTER SINK RF ROOF CTR CENTER RTN RETURN CTR'D CENTERED RW RETAINING WALL DIA DIAMETER SCH SCHEDULE DL DEAD LOAD SE SLAB EDGE ON DOWN SECT SECTION DTL DETAIL SHT SHEET DWG DRAWING SIM SIMILAR DWL DOWEL SJ SAWCUT JOINT EA EACH SJI STEEL JOIST INSTITUTE EE EACH END SL SLOPE EF EACH FACE SP SPACE(S) EJ EXPANSION JOINT SPECS SPECIFICATIONS ENG ENGINEER SQ SQUARE EL ELEVATION SS STAINLESS STEEL EQ EQUAL STD STANDARD EQ SP EQUAL SPACE(S) (ING) STL STEEL ES EACH SIDE STR STRENGTH EW EACH WAY STRL STRUCTURAL EXT EXTERIOR SW SHEAR WALL F/ FACE OF SYMM SYMMETRICAL FD FLOOR DRAIN SYP SOUTHERN YELLOW PINE FDN FOUNDATION TB TIE BEAM FIN FINISH T&B TOP & BOTTOM FL FLOOR TO TIE COLUMN FLO FLANGE TES TURN DOWN SLAB FS FAR SIDE TEMP TEMPERATURE FT FOOT THK THICK FTG FOOTING TS THICKEN SLAB GA GAGE, GAUGE TOP'G TOPPING GALV GALVANIZE TYP TYPICAL GB GRADE BEAM T/ TOP OF GC GENERAL CONTRACTOR CUB GLU-LAM BEAM UNO UNLESS NOTED GR GRADE OTHERWISE HC HOLLOW CORE VERT VERTICAL HK HOOK WF WALL FOOTING HORIZ HORIZONTAL WO WINDOW OPENING HP HIGH POINT (MASONRY) HS HEADED STUD WP WORKING POINT D INSIDE DIAMETER WS WWF WATERSTOP IF NSIDE FACE W/ WELDED WIRE FABRIC INT INTERIOR WITH SYMBOL LEGEND BAR SIZE O.C. O [SPACING #5®12' GRID BUBBLE REINF. CALLOUT NUMBER FOR SECTION OR DETAIL ELEVATIONY SYMBOL SHEET ON WHICH SECTION OR DETAIL OCCURS Q SECTION CUTS REVISION MARK NUMBER FOR SECTION OR DETAIL Q TffLE GRID BUBBLE SECTION/DETAIL TITLE DANIEL SOUTER, P.E. P.E.# 63901 P.O. BOX 547774 ORLANDO, FL 32854 PHONE: (407) 421-4866 W Q VIS u Design W r Z C/) w T ACV � W USO W LLZZ rq V1 0 r < C/) CW7 DRAWN: DATE: 02.14.17 CHKD: SCALE: FILE NAME: CAPPS STRUCT PROJECT NUMBER 17-18 LICENSE NUMBER: D IEL-SOUTER; P. No. 63901 T OOF c� �:OT• R� FC3 tl�. ••w� -,, VSs•••.......• ���:`~ 70NA1, SHEET NUMBER: ol I( 0 w 0 w U) U) w I- 0 U c— N M L1. � ti L co W 1 .� a� W C6 coo coN N SCJ � ��•�y� Vl Q ti •C/) O ti O ®o = O W ZM u Desi vs a w ; � U Z 0 = J UJ d° U O w Imo- H Z Z O r- Q O DRAWN: DATE: 02.14.17 CHKD: SCALE: FILE NAME: CAPPS STRUCT PROJECT NUMBER: 17-18 LICENSE NUMBER: DANIEL gg41vf, L �Q7 -ATE OF ^lAl. ,%,o SHEET NUMBER: S-2 2x4 STUDS AT 16" O.C. 2x4 SILL PLATE DBL 2x10 GIRDER. CONNECT TO CONNECT TRUSS TO TOP PIER WITH (2) SIMPSON META16 2x10 FLOOR FRAMING PLATE WITH UPLIFT EMBED CONNECTORS. CONNECTOR PER PLAN (3) 12dx3" NAILS FROM RIM 2x10 FLOOR FRAMING AT 16" O.C. CONNECT TO GIRDER WITH JOIST TO FLOOR JOISTS AT 16" O.C. SIMPSON LU26 CRIPPLE STUDS AT 16" O.C. ANGERS MIN. DBL 2X8 HEADER WITH 1/2" 2x10 RIM JOIST, SEE OPENING ATTACH STUDS TO FLITCH PLATE 2x6 HEADER ATTACH STUDS TO DETAIL FOR WALL ATTACHMENT TOP PL @ JAMBS ACCEPTABLE AT ALL TOP PL W/ SIMPSON W/ (2) SP4 OPENINGS LESS THAN 3'-8" SP4 @ EVERY SECOND STUD.=9� VERT. REINF. IN SOLID GROUTED -#5 REINF. IN VERT. REINF. IN SOLID GROUTED CELL. REFER TO PLAN FOR BOND BEAM CELL. REFER TO PLAN FOR . SIZE AND SPACING SIZE .AND SPACING DBL. 2x TOP PL CONT. PROVIDE LAP SPLICEPROVIDE LAP SPLICE " ? OFFSET SPLICES 2'-0". ACCORDING TO GEN. NOTES 6" COVER OVER ACCORDING TO GEN. NOTES 6" COVER OVER FOUNDATION, MIN. FOUNDATION, MIN. III -I I-I=Lf Igm/ml= STANDARD ACI 90 DEC. I 1-1I I I=1I Ir i rr III STANDARD ACI 90 DEG. PROVIDE CLEANOUT AT -T �j-�-TI = �I PROVIDE CLEANOUT AT III=III=III=1=�- AVOID SHEATHING JOINTS AT JAMBS HOOKED BAR, DIA. TO HOOKED BAR, DIA. TO EACH GROUTED CELL _�-�_ IT-�-�= EACH GROUTED CELL -III III III III-�- MATCH WALL REINF. _ MATCH WALL REINF. slMPsoN MsrA24 MA I=III=III •` IIIIIIIIIIIIII - ;- ' IIIII�IIIIIII� TOP OF FTG - - - - TOP OF FTG REFER TO FTG. - - - - REFER TO FTG. SCHEDULE FOR SIZE,= SEE PLAN SCHEDULE FOR SIZE, = SEE PLAN (2) KING STUDS - FASTEN ALL JACK DEPTH AND REINF. 9 • DEPTH AND REINF. y , AND KING STUDS TOGETHER W/ MIN. * a , °• * o .: °•Ld 12d @ 16" O.C. MAX. FASTEN TO TOP a a PL AND B.P. WITH (2) 16d. 3" COVER SIZE 3" CUVER SIZE 2x4 WALL STUDS @ 16" O.C. TYP. TYP. 2 STEM WALL DETAIL 3 PIER DETAI CONT 2X SILL PLATE FASTEN, s-3 SCALE: NTS S-3 SCALE: NTS THROUGH PLYWOOD FLOOR SHEATHING TO RIM JOIST WITH 12d NAILS @ 12" O.C. MIN. FLOOR SHEATHING, SEE PLAN Irv— SIMPSON LSTA15 AT EVERY SECOND STUD AND (2) LSTA15 AT 2x4 BLOCKING JAMBS (4) 16d NAILS - 2X FULL DEPTH BLOCKING @ EVERY THIRD TRUSS ATTACH SILL STUD CRIPPLE STUDS AT 16" O.C. RIM JOIST TO KING STUD WITH jA (2) 12d NAILS. AT TOP OF CMU OPENINGS. PRE -ENG WOOD TRUSS, STEM WALL TYP, SEE PLANS X -T GABLE TRUSS UPLIFT STRAP NOT SHOWN, SEE PLAN T.O. WALL—/(2) 16d NAILS 2x4 BLOCKING FASTEN BLOCKING W/ (2) 16d NAILS PER TRUSS 1 TYP. STUD WALL OPENING DETAIL 4 TRUSS BLOCKING DETAIL 5 GABLE DETAIL s-3 SCALE: NTS s-3 SCALE: NTS s-3 SCALE: NTS 2x8 PT LEDGER AT BUILDING, FASTEN WITH TWO ROWS OF 16" SCREWS AT 16" O.C: STAGGERED. TOP ROW INTO WOOD TO BE LAG SCREWS AND BOTTOM ROW INTO CMU TO BE 3-1/4" \� TAPCONS. FASTEN JOISTS TO LEDGER \\ WITH SIMPSON LUS26 HANGER IT IS RECOMMENDED BUT NOT STRUCTURALLY FASTEN JOISTS TO LEDGER REQUIRED TO PROVIDE WASHERS TO SPACE LEDGER }" WITH SIMPSON LUS26 HANGER OFF OF EXISTING BUILDING FOR DRAINAGE AND TO PROVIDE SEALANT IN AND AROUND SCREW HOLES. FASTEN AHU/DRIP PAN AT EACH CORNER TO TRUSS BOTTOM CHORD FRAMING WITH SIMPSON H2.5A. IN Ll LEIU OF NAILS TO UNIT, PROVIDE #8 SELF TAPPING SHEET METAL SCREWS, MIN. 2x8 P.T. @ 16" O.C. 2x P.T. DECKING, FASTEN WITH (2) #8 DBL 2x8 P.T. CONNECT SCREWS PER BOARD TO POST WITH (2) GALVANIZED z" DIA. THROUGH BOLTS 4x4 P.T. POST DANIEL SOUTER, P.E. P.E.# 63901 s DECK SECTION ~— SEE PLAN P.O. BOX 547774 s-3 SCALE: NTS AHU ATTACHMENT DETAIL ORLANDO, FL 32854 s-3 SCALE: TS PHONE: (407) 421-4866 a-, O x x x 2x4 DIAG. BRACE @4'-0" O.C. x xx x X -T GABLE TRUSS UPLIFT STRAP NOT SHOWN, SEE PLAN T.O. WALL—/(2) 16d NAILS 2x4 BLOCKING FASTEN BLOCKING W/ (2) 16d NAILS PER TRUSS 1 TYP. STUD WALL OPENING DETAIL 4 TRUSS BLOCKING DETAIL 5 GABLE DETAIL s-3 SCALE: NTS s-3 SCALE: NTS s-3 SCALE: NTS 2x8 PT LEDGER AT BUILDING, FASTEN WITH TWO ROWS OF 16" SCREWS AT 16" O.C: STAGGERED. TOP ROW INTO WOOD TO BE LAG SCREWS AND BOTTOM ROW INTO CMU TO BE 3-1/4" \� TAPCONS. FASTEN JOISTS TO LEDGER \\ WITH SIMPSON LUS26 HANGER IT IS RECOMMENDED BUT NOT STRUCTURALLY FASTEN JOISTS TO LEDGER REQUIRED TO PROVIDE WASHERS TO SPACE LEDGER }" WITH SIMPSON LUS26 HANGER OFF OF EXISTING BUILDING FOR DRAINAGE AND TO PROVIDE SEALANT IN AND AROUND SCREW HOLES. FASTEN AHU/DRIP PAN AT EACH CORNER TO TRUSS BOTTOM CHORD FRAMING WITH SIMPSON H2.5A. IN Ll LEIU OF NAILS TO UNIT, PROVIDE #8 SELF TAPPING SHEET METAL SCREWS, MIN. 2x8 P.T. @ 16" O.C. 2x P.T. DECKING, FASTEN WITH (2) #8 DBL 2x8 P.T. CONNECT SCREWS PER BOARD TO POST WITH (2) GALVANIZED z" DIA. THROUGH BOLTS 4x4 P.T. POST DANIEL SOUTER, P.E. P.E.# 63901 s DECK SECTION ~— SEE PLAN P.O. BOX 547774 s-3 SCALE: NTS AHU ATTACHMENT DETAIL ORLANDO, FL 32854 s-3 SCALE: TS PHONE: (407) 421-4866 a-, O v_ D W r co W co w H- r' Q � N N M ti N M ® co 75 ll�N L � rn -C:) c=> CD e ■ CV ai cn rn Lq -4 �� o - ti =o W ZM Nu Design W �-- Z U) N W W A F- LL NWN U O WtiLL T- 14r- O < U) Vh) cn DRAWN: DATE: 02.14.17 CHKD: SCALE: FILE NAME: CAPPS STRUCT PROJECT NUMBER: 17-18 LICENSE NUMBER: DANIEL SOUTER, P.E. L Sou 3901 = o TATE F CC - SHEET NUMBER: S-3 mm DOOR SCHEDULE CALL# DOOR SIZE TYPE MATERIAL SWING MANUF. R.O. BUCK NOTES WIDTH HEIGHT 101 5'-4" 6'-8" DOUBLE DOOR UNIT FIBERGLASS OUTSWING TBD RAINROOF NEMA 3R _ SIDE HINGED,1-LITE 102 2'-8" 6'-8" SINGLE DOOR UNIT FIBERGLASS OUTSWING TBD 3#310 THWN CU GROUND PER NEC IN 2" RG. C. TO WIMIN OF 1#6 TW CU IN 1/2" C TO CW PIPE " POWER CO. TRANSFER GRADE SIDE HINGED, 1 -LITE *R.O.-T.B.D WINDOW SCHEDULE CALL # WINDOW SIZE TYPE MATERIAL MANUF./ SERIES GRILLES R.O. BUCK NOTES WIDTH HEIGHT 1 _ 2'4" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 RAINROOF NEMA 3R _ TEMP. 2 T-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 3#310 THWN CU GROUND PER NEC IN 2" RG. C. TO WIMIN OF 1#6 TW CU IN 1/2" C TO CW PIPE " POWER CO. TRANSFER GRADE EGRESS 3 3'-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL EGRESS 4 T-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 110V OUTLET EGRESS 5 2'.0" 3'•0" SINGLE HUNG VINYL, WHITE TBD 0 AIR COND. TEMP. 6 2'-6" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 3 -WAY OPER. T.V. CABLE 7 7-0" 31-0" SINGLE HUNG VINYL, WHITE TBD 0 SWITCH DIMMER g 2'-0" T-0" SINGLE HUNG VINYL, WHITE TBD 0 BUTTON 4 WALL MOUNTED SINGLE HUNG VINYL, WHITE TBD 0 EGRESS ELECTRICAL RISER 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS NC K.W. HT. ST. TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). NEMA 3R DEFINITION DD)S. SW I VERIFY ALL ATTACHMENTS SHOWN ON DWGS. W/ WINDOW MANUFACTURER TO VERIFY J Nh PANEL 300 AMP MLO 1201240 V.10 3W FLUSH MTD. Y­�-3#210 --A1C RANGE Gl3 NM NO GRD CONDENSER HEAT G/2 NM W/GRD THW ALUM 1-#8 THW, CU A/C 10/2 NM WIGRD DRYER 1013 NM NO GRD IN 1 112'C + WATER HTR. 10/2 NM NO GRD UNIT DIS. SW. RAINROOF NEMA 3R _ 200A. 2P. DIS, SW. SEE PANEL SCH, — UTILITY POLE 110V OUTLET & SERVICE ART 250 3#310 THWN CU GROUND PER NEC IN 2" RG. C. TO WIMIN OF 1#6 TW CU IN 1/2" C TO CW PIPE " POWER CO. TRANSFER GRADE PAD / USE 2- 8' DEEP GROUNDING RODS 5 8" DIA. � , LIGHT ELECTRICAL RISER NOTES qp ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL PANEL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. DOOR AND WINDOW ATTACHMENT TO WOOD FRAME WHERE FRAMING MATERIAL IS WOOD OR OTHER APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP OR THROUGH THE FLANGE. SHIMS SHALL BE MADE FROM MATERIAL CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME FO THE ROUGH OPENING SUBSTRATE. FLOOR PLAN NOTES -ALL INTERIOR WALLS ARE 3 1/2" U.N.O. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. -AIR COMPRESSOR SET ON 38"X38" POURED GONG. PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. SEE SHEE F A0.1 FOR GENERAL AND STANDARD BUILDING NOTES. ALL SLEEPING ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER. ALL ATTIC ACCESS TO BE METAL FABRICATION AND 300 LB. CAPACITY NOTES: GLAZING FOR ALL EXTERIOR ELEVATIONS SHALL BE DOUBLE PANE LOW -E GLASS PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. ALL WINDOWS TO COMPLY WITH FBC 2014 WIND LOADING REQUIREMENTS. FIELD VERIFY ALL OPENING DIMENSIONS PRIOR TO FABRICATION. WINDOW ATTACHMENT 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS TO WOOD FRAME TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). WALLS DEFINITION NOTE: VERIFY ALL ATTACHMENTS SHOWN ON DWGS. W/ WINDOW MANUFACTURER TO VERIFY COMPLIANCE W/ WIND LOAD REQUIREMENTS. JELECTRICAL NOTES 1 -LOC. OF T.V. AND PH. OUTLETS & FAN TO BE VERIFIED @ HOMEOWNER PRECONSTRUCTION MEETING. 2 -HABITABLE ROOM CKTS TO HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED. 3 -CARBON MONOXIDE DETECTOR REQUIRED WITHIN 10' OF SLEEPING ROOMS. 4 -RECEPTACLES TO BE LOCATED WITHIN 6' OF A DOOR OPENING AND NOT MORE THAN 12' APART 5 -ALL ELECTRICAL EQUIPMENT SHALL BE: A) LISTED AND LABELED BY AN INDEPENDENT TESTING LABORATORY. B) USED AND INSTALLED IN ACCORDANCE WITH LISTING INSTRUCTIONS, 6 -PROVIDE ARC- FAULT CIRCUIT INTERRUPTERS AT ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 & 20 AMP. RECEPTACLES IN DWELLING UNIT BEDROOMS (NEC 210-12) (B) 7 -SMOKE DETECTORS SHALL BE INSTALLED AS FOLLOWS: A) WALL INSTALLATIONS 6"MIN., 12" MAX. BELOW CEILING AND 18" MIN, FROM ANY CORNER. B) CEILING INSTALLATIONS - MIN. 6" FROM ANY VERTICAL SURFACE. C) INSTALLATION WILL BE T-0" MIN. FROM ANY MECHANICAL SUPPLY OR RETURN AIR GRILL D) PER MANUFACTURERS SPECIFICATIONS. 8 -ALL SMOKE DETECTORS WITHIN DWELLING UNIT SHALL BE IN FERCONNECTED, SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETEC FORS WITHIN THE DWELLING TO SOUND. 9 -ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP POWER. 10 -RECEPTACLES IN KITCHENS, GARAGES, BATHROOMS OR LOCATED OUTDOORS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTION SYSTEM, GFI. 11 -OUTLET BOXES IN WALL BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED PLASTIC. 12 -ALL LIGHTING FIXTURES IN CLOSETS SHALL BE LOCATED A MIN. OF 18" FROM ANY SHELVING, 13 -CEILING FAN PER ART. 422-18. 14 -ALL WIRING TO BE COPPER UNLESS NOTED OTHERWISE. 15 -ALL WORK MUST CONFORM TO CURRENT APPLICABLE N.E.C. CODE. 16 -BATHROOM RECEPTACLE OUTLETS SHALL BE ON A SEPARATE CIRCUIT. WALL LEGEND 8'-0" ERG. EXISTING WALL NEW FRAME M.T.=METAL THRESHOLD m ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SYMBOL DEFINITION NOFES 110V OUTLET 2'FLOURECENT �) 11 OV OUTLET 1/2 OF OUTLET WIRED TO SWITCH 4' FLOURECENT irn Yrc,F.i- 110V OUTLET EQUIPED WITH GROUND PENDANT FAULT INTERUPTER LIGHT qp 220V OUTLET o PANEL EXTERIOR WATERPROOF 110V OUTLET OUTLET METER S SWITCH a,� AIR COND. DISCONNECT S SWITCH 3 -WAY OPER. T.V. CABLE .v OUTLET SWITCH DIMMER 4 PUSH BUTTON 4 WALL MOUNTED SMOKE BATT. BACK-UP W/ HARD- LIGHT'' DETECTOR WARE INTERCONNECTED l -(} CEILING LIGHT Ti suico ® SMOKE DETECTOR/ CARBON MONOXIDE BATT. BACK-UP W/ HARD - WARE INTERCONNECTED 0. RECESSED V CAN LIGHT 4" VAPOR,PROOF DETECTOR 0^, RECESSED 6 v CAN LIGHT CEILING FAN W/ LIGHT RECESSED CAN LIGHT 4„ VENT. FAN VENTFA ELE CAL P REMOVED STING FRONT ELEVATION PORCH TO BE OPEN G TO BE 'ED EXISTING REAR ELEVATION "v v REMOVED V u PORCH TO BE OPEN EXISTING RIGHT ELEVATION `�"�v•�V REMOVED PORCH TO BE OPEN EXISTING LE 0 LL - 0 0 Lu U) U) w C w H-- Lu 0 z G% U N M ® J O LL _ U) ! ~ nom,. C6 00 .Z3 C O Lq ti cn OLq ti p O O ! ® 2 0 W Z M %Nu Design w U � Z U) N z W 0 ) w �' ® w J cr a z U) O w I ` LL cn O r- Q w —� U) DRAWN: DN DATE: 2.14.17 CHKD: KJF SCALE: 114'= V-0' JONES RESIDENCE PROJECT NUMBER: 16-028 LICE NUMBER -DA IEL SOUTER, P.E. F<0F71�1r (� •• \� mow' SHEET NUMBER: A2.1 FRONT ELEVATION 81 8'-0" BRG. 4X4 POST WRAPPED — IN COMPOSITE MATERIAL 1� 11 STRUCTURAL EXISTING STRUCTURE NEWCONSTRUCTION ;eli -0 --- — NEW SHINGLES NEW PRE-ENG'D. TRUSSES f 6" LAP SIDING — -- ------ 4" CORNER BD.— - ---------- - ---I Eo 0' 0" 29'-8" 30'-9" NEW CONSTRUCTION EXISTING STRUCTURE LEFT ELEVATION 0'4' F.F. CORNER BD. `, 0'-0" F.F. OOD DECK SEE STRUCTURAL 0 LL 0 Lu D U) U) Lu w Q < I- z cl cl) tiLL C-� coo 0c) rn C) cl) 4i Lo cr) -C) -g--- � CD DE: o CDO Lu SN Oesign_ w Z C/) N C/:) F- LL U) b) SD Wr C) 0� LLJ I O� Lu V) 0 � Lli r�-- LL Lu Z Z or < U) DRAWN: )TV DATE: 2.14.17 CHKD: KJF SCALE: 114"= 1'-0" JONES RESIDENCE PROJECT NUMBER: 16-028 LICENSE NUMBER: -DAfflI'OR, P-E-_Elv190b-0S1,\-oo S.TAIC OF/ 0 A SHEET NUMBER: A2.2 BOUNDAR Y,SUR VEYFrOR: RANDALL JONES REAL PROPERTY DESCRIPTION: Lot 125, "SANFORD HEIGHTS" ADDITION, according to the plat thereof, as recorded in Plat Book 2, Page 63 of the Public Records of Seminole County, Florida. SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA DETAIL OF L O T 125 AND IMPR0 VEMENT.5 2 LANE PAVED ROADWAY - ' 1 &h-( //XHL4ND) .STREET- .56LPLA TzED R/W FND 1/2" IRONY EDGE ASPHALT/24" CURB & GUTTER "LB 7623" 0.05' I - FND VETAL WELL -BOX WITH W OF LINE- 6" INE6" ROUND CONCRETE d10NUh1ENT v NO lo- _ _-18th-(HIGHLAND�STREET E} -PLA QED R/ - �� 'N-990 T53"E I ei FND 1/2" IRON, NO I.D. 99 9r) 50'(P SET IRON SUREYOR'S NO'T'ES: N 0.30"S& 0.13'W _ N 9°453 4 .94' SET IRON _ _ 1) The swveyor has not abstracted the laud sltowtt hcrcun for easements, - 25.00' FND 1/2" PIPE, NO I.D. CONCRETE to-- 0��9.99(A) 50'(PJ 49.997AJ 50(P)� 49.99 (A) 50 (P) I 9R99'(A) 50 (PJ 49.9 O 5 (P 99.99 (A) 50'(P� 14' ��- IZ4.98' O rights -of way or any other macer recorded ur unrecorded that may affect 129.98' I 0.40' S & 0.19" W SIDEWALK the use or title of this land. FND %&PIP,-, NO l.D. I FND 3 8"" IRON 'LH 6948'" o than 0.30 0. 13' W I 0.47'S & 0.05' W N 3)Theshbaring structure istbasedons rontdre WesttRight ts ofbWayeen lline of Pocated arkrAvenue,t; st being FND " PIPE, NO LD. I�I N 00°21'23"W. referenced to the Stale Plane Comdinata System, Emilia East Zone, North 0.40" j & 0.19 W ro o CONCRETE to America Uauun of 1933 (adjustutunt of 1990). O o I I FND 3� 8" IRON "LB 6948" I h 127 �IQI STEPS 4) No environmental or jurisdictional land determination has been made as a part of this survey. O O 0.47' & 0.05' W `O fo� 21 00 U 5) Nu cuvimnmeutal -assessment has been made as a part of this survey. b NCO MERED WOOD 6) All comers set are 5/8" X 18" rebar irons wish an LB 220 Douducy Surveyors cop, unless p I qj PORCH otherwise noted. 4. 18 -Ra- 7) This drawing retlecrs the conditions observed ou lire field date uutcd below. N N N N N �ouII 24.82 8) All distances shown hereon are measured in st:utdard U.S. foot and decimals of feet. d.l al al d- o N89°4530 "E 179.97 I r I I) All dimensions arc actual or computed unless otherwise noted. 124.97' N I� I I 2 93' ONE STORY � i`' 10) This survey was performed to the accuracy of:t rural survey. 1_ 1 I 122 3I 123 3I 124 3 126 I WOOD FRAMEOf 11) Copyright©2017 by The Duudney Companies, Inc. All rightsreserved. No partofthis 7 0- [�45 r`y RESIDENCE N' survey map or drawing may be reproduced, distributed, or transmiued in airy furan or by any means, ti n c ti a 1.28'x4.85' CHIMNEY CV V �+ a o ti v i including photocopying, recording, or other electronic or mechanical medmdS, without the prior NJI al of o o IA h 12CJ �I`0 written permission of The Doudney Companies, Inc., except fur those parties expressly named hereon, 2 2 2 2 2 ti w Q 24.82' and in no case is this survey ntap or drawing to be used for any other purposes except for the purpose 4.-0 20.97' and intent for which it was produced amd preparod. Fur permission requests, write tu'Phe Uoudney Companies, Inc. PROPOSEDIat the address below. 1. I ISI v I ADDITION _ J N89°4531"E 12995'- I �. \ .. ._. °0 20,28' I ABBREVIATIONS LEGEND: N Qui N N I O (E I (A) .........................ACTUAL A•IEA SUR ENT ENI' cur _.. FND 1/2" PIPE, NOI AD.MI I �N z 124 126 o I MORE ti A/C.............................AIR CONDITIONER 0. 08 N& 0.18' W o I G I o BC..............................BACK OF CURB 99.98'_ r.9S= _ 49.98' 19' Ie� I ' ` 0 C...............................CENTER LINE l FND 1/2" PIPE, NO LD. N 89°4532"E `� CM..............................CONCRE'CE MONUiV1EN'1' SE'P OR FOUND AS NOTED J v- o o ", (�`� \ [y 4.06' -ta► `mow-- -�; jI ESbI'f............................EASEMENT 14' PLATTED ALLEY 0.315 N & 0.05' E N89°4532"E 129 Flo N W / L 2.66' Ut IZS FND.............................FOUND S� 99.98' 99.98' 99.98' I 4298' 99.98 49.98' 19 I i''N _ 4t LU.............................IDEN'fIPTCA'1'fON I Jam\ IRON* P.............................IRON PIPE SETOR FOUND AS NOTED QUI loll �T p 4 I \� W I IRON............................IRON BAIL SEI' OR POUND AS NOTED of I I I I ' NB9°4532"E 129.95' "`V LLL1 I C, FQ PROPOSED- Y L.D............................. COR-PORA110NLICENSE NUMBER 1>4.95' { m V- �G cr N DECK & STEPSL L.B.220.........................CORfOItA'1'EItEGIS'1'KA'CIONNU+VIkiER OF OI I I I I I I 2I I �'-P vp STEPS DUUNEY SURVEYORS, INC. NO..............................NUMBER (P l I-NITED 11EASUREMENP L.S......................' P.L.S...........................PROFESSIONAL LAND SURVEYOR 0 13D o „ T P.O.B...........................POINT OF BEGINNING N a; Q 0.38=® R.L.S........................... REG ISIEREU LAND SURVEYOR hl hl hl hl hl �I I� �Iql 17.91'P(� R/w.............................lucu'r-of-wAY ti ti ti $I 136 3 135 134 133 132 a �� ��� 137 a� � � S' h� �� N a N N N _NB9°4533"E 129.94' �G � 12 00� w 4.18' 0 0 0 0 0 FLOOD CEK'1'1FICA'1'E: 12494' 0 O[,,7 B to hie lattin• out the ru ern described hereon lies in Zone X ofthe flood Insurance RaleMa I Q Yg-P P S Y. P P Y P+ Z zt µF. Cotnumnity Panel 120294 0070 P, City of Sanford, Seminule County Flurida, which bcurs an effective hdate of September 28, 2007 and is not in a special flood hazard area. No Feld surveying was performed el CONCRETE to dmenninu this zone. 59, �e 131 hloi FND '"PIPE, NO AD. N 9 9531e F D-1 2 "" PIPE,, NO LD. 0.315 N & 0.05' E 12.85' 0.08 N & 0.18' W 129.93(A) 130'(P) I 5.38" 25.00' '199T(A) 50'P) LIR 9T AJ 50'PJ 99.9l'(A�50'(P) I 49.97 AJ 50'P �49.97(AJ 50'PJ� 49.97(A) 50(� 14' �.- 12493' 0' 20' 40 - -- - 60 - 25.00' -may N8994533"E 443.78' FND OLD 1" PIPE o WITH rtm " Q) "BAL D. SCALE: 1" = 20' APPROVED PLANS CAP SET INSIDE ry - - 20th- - - (f-fUG fE)}- TREET - 5 1 PLA D-Fq/fav - - I! 5 FND NAIL IN PAVEMENT CUT- . �G. _. la OUT, NO 40. t I 1 0' 40' 80' 120' V1 Ok to enlarge existing nonconforming SCALE: 1" = 40' residential structure in the SR -1A zoning district. Expansion does not increase its LQnonconformity. Q THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. T�1 TH� V ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR OUDNE 1 PARTIES IS PROHBTED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TRIS SURVEY HPREPARED FOR THE EXCLUSIVE BENEFIT OF THE PARTIES NAMED HEREON. FIELD M,BJ), REVISInilSi DATE TECHNICIAN, A.DJA,C.F ]LE 3 omandes� DRAFT J FILES 3-17 CHECKED BY, KH. DOUDNEY COMPANIES, I rda Certlflcote of Authoriza$lon Number LB220 nC. Byi Davlcl A. Doudney, President, Florida RecUlstrBj+l'on Number 3939 PROFESSION AL SUP VEYORS' AND MAPPERS' 200 EA,S1 T UO11ITIEPUTAL ,S 7-T?EES' ,SANFORD, .�L ORIDA 32 771 (�� 0 �� ��� -1 �� � � Field Date 28 FEB, 2011 (� PAGE 1 OF 1 JOB NO, 3-17 24-4- 12--8" 11'-4" STAIR DATA: 3R@6.33" 2T5.10 - J LOOR PLAN DOOR SCHEDULE CALL# DOOR SIZE TYPE MATERIAL SWING MANUF. R.O. T -8" 5'-4" 4'-7" 2'4" 4'-5" ." 2'-8" 10" WIDTH HEIGHT 101 5'-4" 6-8" DOUBLE DOOR UNIT FIBERGLASS OUTSWING TBD SEE PANEL SCH. — SIDE HINGED, 1 -LITE 102 2'-8" 6141 SINGLE DOOR UNIT FIBERGLASS OUTSWING TBD WIMIN OF 1#6 TW CU IN 112" C TO CW PIPE PAD SIDE HINGED, 1 -LITE R.o.=T.B.D. 4 5'-0" SINGLE HUNG VINYL, WHITE WOOD DECK 4" CONC. �AD STAIR DAJA 3R@6.33"-4' ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. EGRESS 4 3'-0" 5'-0" SINGLE HUNG T-6" 2T@10" 0 I 11 OV OUTLET EGRESS 5 2'-0" 3'-0" SINGLE HUNG 1014"05 TBD 0 AIR COND. TEMP. 6 2'-6" CON SINGLE HUNG VINYL, WHITE TBD 0 3 -WAY OPER. ° rOUTABLE 7 2030 -SH 102 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 a SWITCH DIMMER M.T. TEMP M.T. 2'-0" T-0"SINGLE HUNG VINYL, WHITE TBD 0 BUTTON ® J CO LL (2)2868-1 LITE / 6� 9 3'-0" 5'-0 " SINGLE HUNG VINYL, WHITE TBD 66iY � ®o 2 0 EGRESS WARE INTERCONNECTED Nu x W r� o m c z U) (N v WCo so;co ® SMOKE DETECTOR/ CARBON MONOXIDE HARD- BATT. BACK-UP W/ HARD- WARE INTERCONNECTED 0 T-10' T-2" RECESSED 4" VAPOR PROOF co ® DETECTOR W I-- u-7 0 CAN LIGHT c) SHOWER O 0 RECESSED 6" CHKD: KJF SCALE: JONES RESIDENCE PROJECT NUMBER: CAN LIGHT LICENSE NUMBER: DANI�,i1��PpTER, P.E. CEILING FAN W/LIGHT -3J& ; 6 -39&1— M RECESSED // fill i111�`` 42" HIGH WALL All 4 CAN LIGHT W/ GLA S ABV. M OWNER'S SUITE VENT. FAN VEN"r FAN 8' Clg. W/ LIGHT q w 0. BATH � [3 - q 5 -SH W.C. - o C9 a 3'-2' a' -o° 2'-10" z' -a" 22X54., LAUNDRY 6 —81C19 M . ATTIC w ?666 3'-4' CCESS 4'-4" 4'-0" io — N iv O �N N W I D. I _ I W.I.C. x T E2 J N 1RI1SH REF. m � 3' 6" 7'-10" o M m N - a (V 74 }— A/C IN ATTIC Y cD SUITE #2 L KITCHEN i �� Q Y o o w � w 8' Cig 8' Clg. ¢ O r- 'v 2 T c' 8 4 � 4'-8" 1'-1" 5'-2" SINK (2)2468-B.F. D.W. v 3 m ----- — 1RI1SH I I o HOWE I o I M Illuu F N a LAA 3' 10" 8' 2" ATTIC ATTIC W.C. ACCESS BATH #2 2668 0 1RI1SH GREAT ROOM (2)2468-B.F. 8' Clg. cv 5'-2" Q a u w c� SUITE #3 8' Clg. 0 5 G a M.T. EXISTING WOW EXISTING WDW V• U z ? COVERED PORCH 8' Clg. ❑ 36" HIGH RAILING 36" HIGH RAILING ❑ J LOOR PLAN DOOR SCHEDULE CALL# DOOR SIZE TYPE MATERIAL SWING MANUF. R.O. BUCK NOTES WIDTH HEIGHT 101 5'-4" 6-8" DOUBLE DOOR UNIT FIBERGLASS OUTSWING TBD SEE PANEL SCH. — SIDE HINGED, 1 -LITE 102 2'-8" 6141 SINGLE DOOR UNIT FIBERGLASS OUTSWING TBD WIMIN OF 1#6 TW CU IN 112" C TO CW PIPE PAD SIDE HINGED, 1 -LITE R.o.=T.B.D. WINDOW SCHEDULE CALL # WINDOW SIZE TYPE MATERIAL MANUF./ SERIES GRILLES R.O. BUCK NOTES WID-rH HEIGHT 1 2'-0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 SEE PANEL SCH. — TEMP. 2 3' 0" 5'4" SINGLE HUNG VINYL, WHITE TBD 0 WIMIN OF 1#6 TW CU IN 112" C TO CW PIPE PAD EGRESS 3 3'-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. EGRESS 4 3'-0" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 I 11 OV OUTLET EGRESS 5 2'-0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 AIR COND. TEMP. 6 2'-6" 5'-0" SINGLE HUNG VINYL, WHITE TBD 0 3 -WAY OPER. ° rOUTABLE 7 2'-0" 3'-0" SINGLE HUNG VINYL, WHITE TBD 0 a SWITCH DIMMER 8 2'-0" T-0"SINGLE HUNG VINYL, WHITE TBD 0 BUTTON ® J CO LL 4 9 3'-0" 5'-0 " SINGLE HUNG VINYL, WHITE TBD 0 ®o 2 0 EGRESS ELECTRICAL RISER 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS AJC K.W. HT. ST. TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). NEMA3R I DIS. SW — PANEL 300 AMP MLO NOTE: 120/240 V. 10 3'Y/ FLUSH MTD. A/C RANGE G/3 NM NO GRD HEAT G/2 NM WIGRD — CONDENSER 3#210 THW ALUM 1-018 THW. CU A/C 1012 NM W/GRD DRYER 10/3 NM NO GRD N 1 112" C WATER HTR. 10/2 NM NO GRD UNIT DIS. SW. 1/2 OF OUTLET RAINROOF NEMA 3R w 200A. 2P. DIS. SW. — SEE PANEL SCH. — WIRED TO SWITCH UTILITY POLE 4' FLOURECENT & SERVICE '- ART 250 3#3/0 THWN CU GROUND PER NEC IN 2" RG. C. TO POWER CO. TRANSFER GRADE WIMIN OF 1#6 TW CU IN 112" C TO CW PIPE PAD USE 2-8' DEEP GROUNDING RODS 51d" DIA. ELECTRICAL RISER NOTES w_ LL. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WI APPLICABLE PROVISIONS OF THE NATIONAL 220V OUTLET ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. DOOR AND WINDOW ATTACHMENT TO WOOD FRAME WHERE FRAMING MATERIAL IS WOOD OR OTHER APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP OR THROUGH THE FLANGE. SHIMS SHALL BE MADE FROM MATERIAL CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE ROUGH OPENING SUBSTRATE. FLOOR PLAN NOTES ALL INTERIOR WALLS ARE 3 1/2" U.N.O. DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. -AIR COMPRESSOR SET ON 38"X38" POURED CONC. PAD. PAD BEGINS U FROM EDGE OF STRUCTURE. SEE SHEET AO.1 FOR GENERAL AND STANDARD BUILDING NOTES. ALL SLEEPING ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER. ALL ATTIC ACCESS TO BE METAL FABRICATION AND 300 LB. CAPACITY NOTES: GLAZING FOR ALL EXTERIOR ELEVATIONS SHALL BE DOUBLE PANE LOW -E GLASS PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. ALL WINDOWS TO COMPLY WITH FBC 2014 WIND LOADING REQUIREMENTS. FIELD VERIFY ALL OPENING DIMENSIONS PRIOR TO FABRICATION. WINDOW ATTACHMENT 2x WOOD BUCKS TO WOOD STUDS OR POSTS W/ (2) 16d NAILS @ 8" O.C. (ATTACH WINDOWS TO WOOD FRAME TO BUCKS PER MANUFACTURER'S INSTRUCTIONS). WALLS DEFINITION NOTE: VERIFY ALL ATTACHMENTS SHOWN ON DWGS. W/ WINDOW MANUFACTURER TO VERIFY COMPLIANCE W/ WIND LOAD REQUIREMENTS. (ELECTRICAL NOTES 1 -LOC. OF T.V. AND PH. OUTLETS & FAN TO BE VERIFIED @ HOMEOWNER PRECONSTRUCTION MEETING. 2-HABI FABLE ROOM CKTS TO HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED, 3 -CARBON MONOXIDE DETECTOR REQUIRED WITHIN 10' OF SLEEPING ROOMS. 4 -RECEPTACLES TO BE LOCATED WITHIN 6' OF A DOOR OPENING AND NOT MORE THAN 12' APART 5 -ALL ELECTRICAL EQUIPMENT SHALL BE: A) LISTED AND LABELED BY AN INDEPENDENT TESTING LABORATORY. B) USED AND INSTALLED IN ACCORDANCE WITH LISTING INSTRUCTIONS. 6 -PROVIDE ARC- FAULT CIRCUIT INTERRUPTERS AT ALL BRANCH CIRCUI"rS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 & 20 AMP. RECEPTACLES IN DWELLING UNIT BEDROOMS (NEC 210-12) (B) 7 -SMOKE DETECTORS SHALL BE INSTALLED AS FOLLOWS: A) WALL INSTALLATIONS 6"MIN., 12" MAX. BELOW CEILING AND 18" MIN. FROM ANY CORNER. B) CEILING INSTALLATIONS - MIN. 6" FROM ANY VERTICAL SURFACE. C) INSTALLATION WILL BE T-0" MIN. FROM ANY MECHANICAL SUPPLY OR RETURN AIR GRILL. D) PER MANUFACTURERS SPECIFICATIONS. 8 -ALL SMOKE DETECTORS WITHIN DWELLING UNIT SHALL BE INTERCONNECTED, SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. 9 -ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP POWER. 10 -RECEPTACLES IN KITCHENS, GARAGES, BATHROOMS OR LOCATED OU"rDOORS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTION SYSTEM, GFI. 11 -OUTLET BOXES IN WALL BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED PLASTIC. 12 -ALL LIGHTING FIXTURES IN CLOSETS SHALL BE LOCATED A MIN. OF 18" FROM ANY SHELVING. 13 -CEILING FAN PER ART. 422-18. 14 -ALL WIRING TO BE COPPER UNLESS NOTED OTHERWISE. 15 -ALL WORK MUST CONFORM TO CURRENT APPLICABLE N.E.C. CODE. 16 -BATHROOM RECEPTACLE OUTLETS SHALL BE ON A SEPARATE CIRCUIT. WALL LEGEND 8'� EXISTING WALL NEW FRAME M.T.=METAL THRESHOLD ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SYMBOL DEFINITION NOTES < a 110V OUTLET ME O Z O 2'FLOURECENT 1/2 OF OUTLET ULI w U) 11 OV OUTLET WIRED TO SWITCH 4' FLOURECENT D S2 �c.F.i. 11 OV OUTLET EQUIPED WITH ( PENDANT r o GROUND FAULT INTERUP fER( w_ LL. LIGH"f 220V OUTLET LLI PANEL w EXTERIOR WATERPROOF H I 11 OV OUTLET OUTLET METER W F- SWITCH Q a AIR COND. O DISCONNECT SWITCH 3 -WAY OPER. ° rOUTABLE 0 N r LET a SWITCH DIMMER o PUSH 4 BUTTON ® J CO LL 4 WALL MOUNTED w CD ®soSMOKE CV BATT. BACK-UP W/ HARD - 00¢ r- LIGHT ®o 2 0 DETECTOR WARE INTERCONNECTED Nu CEILING LIGHT W r� z U) (N v WCo so;co ® SMOKE DETECTOR/ CARBON MONOXIDE HARD- BATT. BACK-UP W/ HARD- WARE INTERCONNECTED V.P. RECESSED 4" VAPOR PROOF co ® DETECTOR W I-- u-7 0 CAN LIGHT c) 0 < O 0 RECESSED 6" CHKD: KJF SCALE: JONES RESIDENCE PROJECT NUMBER: CAN LIGHT LICENSE NUMBER: DANI�,i1��PpTER, P.E. CEILING FAN W/LIGHT -3J& ; 6 -39&1— M RECESSED // fill i111�`` SHEET NUMBER: All 4 CAN LIGHT VENT. FAN VEN"r FAN W/ LIGHT E RICAL PLAN DGV001 J��INO .6 J O U) F- W < a O LL ME O Z O N of ULI w U) D S2 � w rY r o Z w_ LL. LLI Cl w H m U W F- W Q a O Z 0 N r a 0 o ti M ® J CO LL CLu6 co - rn w CD -� co CV o- � Lq 00¢ r- o r- ®o 2 0 W d- T Nu } Design_ W r� z U) (N v WCo � ® J w ED co ® —� W I-- u-7 LL z Z c) 0 < O LL DRAWN: DN DATE: 2.14.17 CHKD: KJF SCALE: JONES RESIDENCE PROJECT NUMBER: 16-028 LICENSE NUMBER: DANI�,i1��PpTER, P.E. -3J& ; 6 -39&1— M v �F� E OF cr O •• R OFttOP•'� �<u�1 // fill i111�`` SHEET NUMBER: All