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Home My WebLink About1007 Willow Ave 18-4053 - NEW SFHPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT op DI-L-2LORLL23 airs€arcs DAM I. BUILDING DATA: BUILDING IS UNSPRINKLED OCCUPANT LOAD 8 BUILDING TYPE: V OCCUPANCY GROUP: R MEAN ROOF HEIGHT: 13'-0 A.F.G. BUILDING DIMENSIONS: 22'-7 X 47'-0' NUMBER OF FLOORS: One SQ. FOOTAGE CALCULATIONS TOTAL EXISTING FIRST FLOOR AREA: N/A TOTAL EXISTING COVERED PATIO: 154 ` ` NEW TOTAL UNDER ROOF: 1064 BUILDER NOTE: DO NOT SCALE DRAWINGS. VERIFY EACH DIMENSION PRIOR TO CONSTRUCTION OF THE FOUNDATION, THE INSTALLATION OF STRUCTURAL COLUMNS & BEAMS AND PRIOR TO ORDERING MATERIALS AND EQUIPMENT. REPORT ANY DISCREPANCIES WITH THE DESIGNER BEFORE EFFECTED WORK HAS BEGUN. ENERGY NOTES: A/C CAPACITY N/A SEER RATING N/A CEILING INSULATION R VALUE N/A w 0 W WALTER JACKSON OPTIMUM CONSTRUCTION,INC, 2350 PEMBERTON STREET OVIEDO, Florida 32765 .Phone: (407) 766-4898 FAX: (407) 366-1856 License # 062091CGC THOMPSON ENGINEERING GROUP,INC 4401 VINELAND RD. SUITE A6 ORLANDO FL . 32811 PHONE :407-734 1450 MICHEAL THOMPSON, P.E. FLORIDA LIC. No. 47509 REFERENCED BUILDING CODES: PLUMBING: FBC, PLUMBING 2017 MECHANICAL: FBC, MECHANICAL 2017 ELECTRICAL: NEC — 2014 THIS STRUCTURE IS DESIGNED FOR 139 MPH WINDLOADING PER F.B.C. 2017 (REFERENCE ASCE 7-10) CONSTRUCTION SCOPE: REPAIR/REMOVAL OF EXISTING PIERS, FLOOR DECKING EXTERIOR' SIDING WINDOWS INTERIOR DRYWALL REPAIR AND PAINTING REPLUMB KITCHEN AND BATH ROOM NO MECHANICAL SYSTEMS IN THIS SCOPE UP GRADE ELECTRICAL PANEL ADDITION OF OUTLETS ionGONd-IVNOuvona3 YsmoinV Nd AE1 a30Da02ld REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ �o•22-cS DATE SANFORD BUILDINDIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE #1 8- 4053 DRAW 1V W--/ CHECKM W..J. DATE �/22/20l8 2018-0� (C-2 1 OF !O SHEETS __.- iOnOOUd -IVNoiiyona3 >IS3aoiny-Nv1A8 03�f1402Id RIEVIISIONS DAIT STUCCO NOTES 5119118 DRAWN w.._/. CHECKED /'1.T, SCALE �/ZZ/2018 its �3r70WN ZOlB-O� AOo 2 OF !O SHEETS GENERAL CONSTRUCTION NOTES: GENERAL NOTES FIELD REPAIR NOTES MASONRY WALL CONSTRUCTION PREFABRICATED WOOD TRUSSES 1. DESIGN REQUIREMENTS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL t. ALL PREFA3?r.ATED WOOD TRUSSES SHALL BE 4 Ufa. DRLL A 3/a DIAMETR HOLE MIN. 6" DEEP AT THE LOCATION OF THE rTED �SIMPSONNSTRONG STALL NO. SEPDXY 1 DESIGN LIVE LOADS(MINIMUM): WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE FASTENED TJ THOR SUPPORTING WALLS OP re am, w-- HURRICANE CLPS OR ANCHORS. EPDXY TO BEOW TIE OR EOBAR INTO UIHLENT FILLED A FLOORS - 40 PSF STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. TRUSSES 91A.k BE DESIGNED BY MWFRS IF_`1]YS^� Ems+ �IANUFAC S P UCTtONS �gSURE THAT ALL DUST OND DEBRIS FROM DPoWNG ARE EMOVED FROM HOLE BY USING COMPRESSED 8 BALCONIES - 60 PSF C DECKS - 40 PSF 2.- MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE LONG SPAY i? SSES TO DETERMINE UPS A,�C w_ti"tp► Y irs MEMBER A� P -ATE DESIGN TO BE CALCULI _ E" CaF_TF_%-S AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS. THE CELL IN THE NORMAL D STAIRS - 40 PSF 4. COARSE GRONO MORE UT SHALL CONFORM TO ASTM C476 WITH A ENGINEER OFx0ORO UNLESS SPECIFIED C:£-wTF E" ,-,Ss MFINLL 0: 8A4 70GBE4IN. AR DIAMETERS(EXCLUV GS 5. HOOKS AT TOP 6END E ROOFS - 20 PSF MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM 3. PREFABRICA-M WOOD TRUSSES SHALL BE DESf7f-_ 1% Z WAND DESIGN LOAD INFORMATION- COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE ACCORDANCE " THE LATEST EDITION OF A 3 ? L MAY SuBST1TUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS (PER FBC CHAPTER 16 SEC 1609, REF. ASCE 7-02 CHAPTER 6) 1. BASIC WIND SPEED - 139 MPH SECOND GUST) DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION LATEST ED'O+i. 4. TRUSS DOWN 2S AND CONNECTIONS SHALL BE (ATH A MAXIMUM A25%) CF S"E OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WTHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 2. WIND IMPORTANCE FAC .00 BUILDING CATEGORY = 11 AT; THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE INCREAPROPOSE INCREASE FCp LOAD DURATION OF 25 TO w'�',,.0 3. $TAR CONSTRUCTION 3. WIND EXPOSURE(ALL SIDES) =B PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. THE LIVE LCoaS GIVEN IN THE NOTES T' a,, ^F_K L^:: 5. BRIDGING F:V PO -ENGINEERED TRUSSES 9'.A.l !F AS 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS Rv BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS= +/- 0.18 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" REQUIRED E' T�_SS MANUFACTURER UNLESS Ax_-_ 0% VjaxS 6. TRUSS ELEV1-,:hS 4. MET a SUBSTITUTION 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL UNLESS NOTED OTHERWISE ON THE DRAWINGS. B. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS - AND SECTIONS ARE FOP 6ZrEA a. CONFIGURA-Ch OF TRUSSES ONLY. WEB MF_U{fig AaX NOT SHOW% S;-. SHALL BE DESIGNED WOW STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9, EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. BY 7 -1 --SS MANUFACT P-" N ACCORDANCE WITH TC CESJ► LZAZ-S TRUSS D;57K LOADS 5. OWTTED J -BOLT -1/2' ALL THREAD /WASHERS MAY BE USE ILO 1 2 J -BOLTS w/ WASHERS. / FOR ROOF LOCATIONS: -65 PSE, +11 PSF DR a & EPDXY w%SIMPSON SET EPDXY O 5 MIN EMBED. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TOP CHOIr : LL - 20 PSF ) (TRUSS YWF.pW�AY TAKE 0 -2 S3^ES OP CPJITER -1/2"x6' SIMPSON TITEN HD THRTADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2 J FOUNDATIONS ER�EDDpUECTIIOpNp�FCPP BE _` PSr1LEGTypE RpOF COVE=,'� -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS DL i PSF AT OVERBUILT 7. MORTAR JOINTS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY BOTTOM CMPD : DL = 10 PSF WIND LCAC : SEE DESIGN REQUIREMEYS - FOR BED JOINTS 1/2- TO 1" GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY WOOD CONSTRUCTION: 7. THE TRUSS vAVJFACTURER SHALL DEwoE GIA: S%AxS, WORKING P»'S, BEARING POINTS, A -C SwUw C_Ckrti-a.S. - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED 2000 PSF TRUSS SHO; CRAWNGS SHALL SHOW A,.L'• 'c'S Ai ON EITHER SIDE OF JOINT. PROVIDE (1) /5 VERT. REINF. IN EACH CELL, CONT. CAST IN PLACE CONCRETE 1,WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA NATIONAL DESIGN SPECIFICATION FOR WOOD _ BRACING MEV10-S, AND ALL TRUSS TC .A% {zS 8. PROVIDE AZO-CNAL BRACING AND BLr C N: sro ErS-1. PER PLAN. " EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE CONSTRUCTION", LATEST EDITION.(NDS) Q ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR AND TRUSS YASUFACTURERNS DRAW%w:"S BELOW AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE READ JOINTS WHICH FALL WITHIN THE SPECIFIED STRENGTH 28 DAYS OF 3000 PSI, A SLUMP OF 4" PLUS MINUS 1", AND HAVE 2 TO 4X AIR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. TOLERANCES, THE ADDED VERTICAL REINFORCEMENT ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC REGARDLESS OF SPECIES. CEILING CO`:STRUCTION 6 FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA SIDE OF JOINT AND PWJV.DDEFORMED (1) /5 VERT. REINF. IN EACH CELL CONT. PER PLAN. BILLET STEEL CONFORMING TO ASTM A-615 / 1. USE 1/2' CEILING OR SAG RESISA,%- !t:A7" FOR 24" O.C. FRAMING OVER4E 9. Q�R4ANpNG CMU WALL GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A. -J85 FOR AT 6 3. ALL EXTERIOR AND INTERIOR BEARING WALLS SHALL HAVE UNLESS C?rUWISE SPECIFIED. -f k CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. 6x6xW1.4xW1.4 WWF SHALL E LAPPED LEAST AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF MAX. SPACING OF 16" O.C. (U.N.O.) "PRESERVATIVE 2. 5/8" TYPE_r GYPSUM BOARD SI -K-1 BE USED ON CEILING IN GARAGE WHEN LIWN3. SPACE IS ABOVE T+C -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2' TO 1-1/2", GROUT FILL EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITHGYPSUM THE BUILDING CODE REQUIREMENTS FOR REINFORCED 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE TREATED W000" AS PER FBC, SECTION 2304.1 CA,s_a,7- USE 1/2" FIRE RATED WALL BOARD ON ALL WA_S w CAPA.� THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER CONCRETE" ACI 318 LATEST EDITION, AND DRYWALL VOTES: OF RECORD FOR APPLICABLE REPAIRS. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BOLTS AND THREADED RODS: BUILDINGS," AG 301. GYPSUM BOAR FASTENER SCHEDULE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS NTH 1 ALL BOLTS & THREADED RODS TO BE ASTM A307 SPEC'S FOR \" GYP. BOARD. (PER FBC TA_°'i 2_S-_�F!) WATER HEATER NOTES: MIN. 12 LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. OR BETTER ( ) UNLESS NOTED OTHERWISE). t. NAILS - CEILING - 1 (" DRYWALL NAILS O 7- CC 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL Y1xLL - 1€" DRYWALL NAILS O E" C_C 1. WATER HEATER T & P RELIEF VALVE TO 8E FULL SIZE TO EXTERIOR. BE 48 BAR DIAMETERS. SHEAR WALL NOTE: CA -216 5.5, ASTM C 514 2. WATER HEATER AT FLOOR LEVEL TO BE IN PAN W/ DRAIN TO EXTERIOR. 2. SCREWS -M-tNG - 1= LONG GALV. O 12- CG (WITH THERMAL EXPANSION DEVICE) ALL SECTIONS OF C.M.U. WALLS GREATER THAN 4'-0" IN LENGTH AND N41 - 12 LONG CATV. O ti 0_C. BEARING UNBROKEN BY OPENINGS ACT INDEPENDTLY AS SHEAR WALL SEGMENTS GA 5.7, ASTM SOIL NOTES: AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT STRUCTURES. -216 C 1002 MIN. SOIL BEARING PRESSURE = 2000 p.s.f. ALL FILL SHALL FORCES MAY BE ASSUMED TO TRANSFER THROUGH BOND BEAMS TO BE CLEAN SAND, FREE OF ANY ORGANIC AND OTHER INTERIOR SEGMENTS. STUCCO NOTES: DELETERIOUS MATERIALS. COMPACTED SOILS SHALL BE 1. WOVEN WRE LATH WITH 1-1/2- 11 GAGE NAILWITH 7/16" HEAD TESTED TO A MIN. OF 95% MODIFIED PROCTOR IN NAILING SCHEDULE: 2. PLASIC WEEP SCREED WITH ATTA:26-UVE,NT FLANGE 3-1/2 BELOW ACCORDANCE WITH ASTM D 1557 AND COMPACTED AND ROOFS/CEILINGS: ROOF/CEILING SHEATHING TO BE PLATE LINE 3. SCREED SHALL BE 4" ABOVE ECS"%,:; CQAY 1/2" (MIN.) PLYWOOD OR 7/16 OSB FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES 4. WATER RESTS WE BARRIER OVER III= Sr£I =!".� AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEING/GABLE ENDS: ALL SHEATHING TO BE MIN. � PLYWOOD OR 7/16" O.S.B. AND SHALL BE NAILED W/ (2)ROWS 0 3" O.C. AT TOP AND (1)ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HOT DIPPED GALVANIZED HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. __.- iOnOOUd -IVNoiiyona3 >IS3aoiny-Nv1A8 03�f1402Id RIEVIISIONS DAIT STUCCO NOTES 5119118 DRAWN w.._/. CHECKED /'1.T, SCALE �/ZZ/2018 its �3r70WN ZOlB-O� AOo 2 OF !O SHEETS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT SIMPSON LU28 W 8-10D SIMPSON TYP 711'-31/2- 11'-31/2" WI=TA7n 1A/ a" Iz::t 2x4 5Tl1DS � 16' 0 G T-111 PLYWOOD SIDING ON Tyvek HomeWrap PAPER 8d @ 6" o.c. EDGES 12" o.c. FIELD 2X4 P.T. SOLE PLATE BASE TRIM AS SPEC. 16D gv 3 V2' NAIL �a" PLY ON 2 x 8 THRU 2X4 P.T& 3 /4' PLY JOIST 16" O.C. 8 d NAILS 8" O. C. AT EDGES AND 12" O. C. THE FIELD. SIMPSON HETA20 W 10dX 1Y - 2X8 TERMITE S►+'ELID FHSH GRADE � 16" 4"X 16"x 16" PRE FAB CONC, FTG. WI 12 GAGE ANGLE (2) J" X 3" SIMPSON �1 TITEN HD TYP FOOTING DETAIL N.T.S /--X" PLY ON2x8 JOIST 16" O.C. 8 d NAILS 8"0. C. AT EDGES AND 12" O. C. THE FIELD. 2X8016 D.C. SMPPSON HETA20 W 16D gv 3 1/2" NAIL lodxly- THRU 2 X 4 FUS1 GRADE) it PT,l x6 4"X 16" x 16" PRE FAB CONC. FTG. W/ 12 GAGE ANGLE (2) J" X 3" SIMPSON PIER DETAIL TITEN HD TYP A—V@ CENTER OF PROPOSED FLOOR CC NC. FOOTER TYP.. A-1 E>- PLYWOOD OA5f FLOOR, F ` �r�r�5 8" O, G, A7- ,'DGfs MID /2' 0. G. Ln .I f 0 w c� 5 Z a 0 Z 0 0Uw0Ar10w PI -AN 5G/iL4, 1/9" - 11 Ol, a ionoONd IVNouvonm YS3aoinV Nd AS a3onOONd REVISIONS JDATEI rl',�DENIAL COMMENTS 10-26-09 - U `r wow O U o 4, con w�N O � O O O�Lot of DRAWN CHECKED /-7,77, A/ CD7/O /20/F SCALE its �t70W/V JOB NO. SHEET A-] 3 OF E3 SHEETS u L r1\VLJVVL✓ G 1 P\19 r%%J 1 VLA9-%7r% I..9.fVVP91Iv19/9L. VFX%lVVV 1 ROPOSED SCREEN DOOR TILITY ROOM W" O CL TH Rook,-,,� D � CL KITCHEN BED ROOM in - I CV ROPOSED NEW WINDOW TYP. OF TWO fm WIND❑W SCHEDULE MANUFACTURE SIZE N.ANUFACTURE SIZE PRSSURE N❑A QUANITY - - 2 1 ANDERS❑N CORP. VARIES +30/-30 FL15906.1 8 ENTRY DR 3 2 3� DOOR SCHEDULE MANUFACTURE SIZE PRSSURE N❑A QUANITY 1 UNIQUE HOME 36' X 80' - - 2 SCREEN DR 2 MAS❑NITE 36' X 80' +70/-70 FL4904.1 2 ENTRY DR 3 NOTESI 1, REMOVE EXISTING FRONT AND REAR DOORS AND AND REPLACE WITH LIKE SIZE PROVIDE SECURITY LOCKS ON EACH 2. REMOVE ALL EXISTING WINDOWS AND REPLACE WITH SIZE TO MATCH EXISTING SEE PLAN FOR NEW BEDROOM WINDOW SIZES TYP. SIMPSON E(OSTING ROOF FRAMING FULL LENGTH STUDS H �8� W 5-10DX N (2) AT OPENINGS 5'-0.OR GREATER 1 Y. TYP.SIMPSONH-8 8-10D (2 2x HEADER 1/2- PLYWD DMet. 2 X 4 TIP. NAILING PATTERN Rip PLATE S6IPSON LSTA24 (TYP.) HEADER TO JUX STUDS AND TRUSSES HEADER STUDS 2 AT OPNGS OVER 60' ISNPSON SP4 —\ 2 X 4 P.T. BOTTOM PLATE 1 1 '9JLI^l 1 VP\P\A1 \tn1/7/1 1 AV \IV 1 09 1 (s 0 o II /P.T' STUD WHEN En ATTACHED TO CONC. OR MAS❑RY w x N I SIMPSON H-8 AT EA STUD TYP- CONNECTIONS AT EXTERIOR OPENINGS N.T.S. REVISIONS DATE DRAWN w.� CHECKED A E SCALE 7/8/?018 tY� Sf 10WIV JOB NO. SHEET A-2 4 OF /O SHFF,T.S 1 l I I, i. 1• I 1i li I` .N. . . r nvvvvw o I r%l'l ^W I WIJ - %Jr% wvvr% I wnr%L- F-r%Wvvv I EAST ELEVATION .NORTH E L E VA TI O N GUARDRAIL DETAIL =200 # RESISTANCE MIN. EAST ELEVATION NoreS: 1. CONSTRUCT ALL STAIRS WITH A MAXIMUM 7" RISER AND A MINIMUM 11" TREAD 2. TOP OF HANDRAIL TO BE AT 34" ABOVE LEADING EDGE OF STAIR TREAD. 3. CLEARANCE BETWEEN WALL AND INSIDE EDGE OF HANDRAIL TO BE 1-112". 4. DIAMETER OF HANDRAIL TO BE 1-114" AND SHALL HAVE A SMOOTH GRIPPING SURFACE. 5. EXTEND HANDRAIL HORIZONTALLY AT TOP OF STAIRS A DISTANCE OF 12" BEYOND THE EDGE OF THE TOP STAIR AT 34" HIGH. 6. EXTEND SLOPED HANDRAIL AT BOTTOM OF STAIRS 11" (ONE TREAD DEPTH). 7. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 8. GUARDRAIL ON PLATFORM SHALL HAVE THE FOLLOWING DIMENSIONS: TOP AT 42", 9. VERTICAL PICKETS WITH ADDITIONAL BAR AT 34", AND GAP AT BOTTOM TO BE 1-1/7. 10. A 4" SPHERE SHALL NOT PASS THROUGH THE VERTICAL PICKETS OF THE GUARDRAIL AND A 2" SPHERE SHALL NOT PASS UNDER THE GUARDRAIL. 11. POSTS OF THE GUARDRAIL SHALL BE 1-114" SQUARE WITH PICKETS 112" SQUARE. STEP DETAIL NTS TREATED WOOD -TO MEET CODE PT POST 'RESSURE TRATED WOOD 0 !ESSURE TREATED PINE ' PLATED CORNER 3' CONC, F❑❑TING REVISIONS DATE z Q w oma' Q) U DRAWN W.J. CHECKED DAIL /7.T. SCALE 7/8/2018 i} � SC70WIV j JOB NO. 2013 -OAF SHEET A-3 I r) OF !O SHEE7 S j CORRECT TRIPPING HAZARD, EXTEDND SIDEWALK TO CONNECT WITH CITY SIDEWALK REMOVE AND REPLACE ALL ROITTEN WOODSIDING FROM ALL ELEVATIONS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT REPAIR ALL DAMAGED MASONRY COMPENETS OP EXISTING STAIRS REMOVE AND REPLACE ALL ROITTEN WD0D PORCH DECKING AND WD SIDING DEMOLISH AND REBUILDING EXISTING STEPS TO CURRENT CODE REMOVE AND REPLACE ALL ROITTEN 'WOOD PORCH DECKING AND WD SIDING REMOVE AND REPLACE EXISTING PLUMBING LINES =` T CURRENT CODE REMOVEAND REPLACE ALL EXISTING BUG SCREEN AND REPLACE WITH NEW BUG SCREEN TO MATCH EXISTING REMOVE AND REPLACE ALL ROITTEN WOODSIDING PANELS PROVIDE ADIQUATE SUPPORT FOR WINDOW HVAC UNIT REMOVE AND REPLACE ALL WINDOWS REMOVE AND REPLACE AL PLUMBING DRAIN LINES TO MEET CURRENT CODE ionOONd 7IVNouvon03 NS3aoin d Nd A8 a3onOO 1d REI 'ISIONST DA1I 1 r i_ V y7 Lj- O v c m 0, v v c 0� CORRECT TRIPPING HAZARD, EXTEDND SIDEWALK T❑ CONNECT WITH CITY SIDEWALK 1, REMOVE AND REPLACE ALL ROITTEN WOODSIDING FROM ALL ELEVATIONS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 1, REPAIR ALL DAMAGED MASONRY CDMPONETS OF EXISTING STAIRS 2, REMOVE AND REPLACE ALL ROITTEN WOOD PORCH DECKING AND WD SIDING 'YP 1. DEMOLISH AND REBUILDING EXISTING STEPS TO MEET CURRENT CODE 2, REMOVE AND REPLACE ALL ROITTEN WOOD PORCH DECKING AND WD SIDING 3, REMOVE AND REPLACE EXISTING PLUMBING LINES CURRENT CODE 4, PROVIDE NEW CONCRETE PIKE AS PER PLAN 1, REMOVEAND REPLACE ALL EXISTING BUG SCREEN AND REPLACE WITH NEW BUG SCREEN TO MATCH EXISTING 1. REMOVE AND REPLACE ALL ROITTEN WOODSIDING PANELS, PRIME AND PAINT COLOR BY OWNER TYPICAL. 2, PROVIDE ADIQUATE SUPPORT FOR WINDOW HVAC UNIT TO MEET 3. REMOVE AND REPLACE ALL WINDOWS 1Dn(IONd IVNouvon03 NS3001n`d NV AS 03Dn0ONd 4, REMOVE AND REPLACE AL PLUMBING DRAIN LINES T❑ MEET CURRENT CODE REI •ISIONS IM"M L r_ �.. f ('.1 v . l(1/; Kt A-4 • 1 `) C r^_ 1 IM"M ('.1 l(1/; Kt A-4 • 1 REMOVE ALL AND REPLACE ALL EXISTING PIRES THAT ARE PLUMB OR DOES NOT HAVE SUFFICIENT BASE REMOVE ALL DAMAGE DRYWALL BACK TO SOLID MATERIAL AND REPLACE WITH NEW DRYWALL TAPE/FINISH/ PRIME AND TO MATCH EXISTING ALL MOLD IS TO BE ABATED AND DISPOSED OF PROPERLY PAINT ALL INTERIOR SURFACES WITH KITLZ PRIMER TWO COATS OF SATIN FINSH PAINT COLOR BY OWNER PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT ADD MISSING FOUDATION PIERS AS S--_ N N ON _ H-2 REMOVE ALL EXISTING CARPET AN-- DROPERLY REPLACE WITH NEW VYNAL FLOOR:'._ TYPICAL STRUCTURE ion0ONd lVNOI von03 NS3cioin 'J Nd As a3onOONd 'REI 'ISIONS I auil t ti "J DRAIIN w. /. CHECKED W., J. 17 b. SCALE JOB A`O. �f 1l l 1�7. l i A-402 J DRAIIN w. /. CHECKED W., J. 17 b. SCALE JOB A`O. �f 1l l 1�7. l A-402 REMOVE AND REPLACE ALL ROITTEN DECKING AND OR FLOOR JOIST AS NEEDED REMOVE AND REPLACE ALL KITCHEN CABINETS DRY WALL PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT REMOVE A%D REPLACE ALL ROITTEN DECKING AND OR FLOOR JOIST AS NEEDED REMOVE AND REPLACE ALL EXISTINF FLOORING AND REPACE ion(IONd -lVN011t/On(13 )IS3(ioinV Nd AS 03on(iONd REVISIONS l//) E� qo4s w�q 0 o�Lon O v C n m v, v� �i Z D C O v m cn m v c D O ZI D r /,/; ui A H11 Al 1) t, -v. /),I JOB NU. Wil 1 I A-4,3 tl.- 01/1 O v C n m v, v� �i Z D C O v m cn m v c D O ZI D r PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT )ff1-fc7-P1GA1- )P71 -A1\1 1. tAr � JIM • r P. w in am A.AEIs weR� p taR s u s AtP O'Ot0 ta'f Hf /Pu 59m= arts a is AMP'm a tam D [ELME a®a P .�. s to Iran ■e :2�cws'it W. s taD 150 AVO OVERHEAD SERVICE CENTRAL ELECTRICAL NOTES: L C="CAL OI.'7:IR (-d'OEPTAOLES AND LIGHTING) Clw 9xM PJ'CC CFVATION SHALL BE INSTAL - LC A' K 1024M P00(TIED ELEVATION AND S-ALL B PC -,* -M OI (SEPARATE) INDEPENDENT C NCLr'S I" 1 ON M THE HABITAL AREAS. I le AP --V== CP APP L410E OUTLETS SHALL K 13't:M 9GD. K4 FLOOD ELEVATION. 1 Af C. P"EnOM Soa1 9E INSTALLED ABOVE K! r.DLL CI a lak l SO$ OPMr 111[/1Xf POM S SHALL BE LOCA - 7C AWW INA! r.DOD ELEVATION. s PFXW 74 vff-j ]t Cr emm ELECTMAL W-- *C= W&IMAIE DATA OF A/C EQUIPMENT, . IAC- W" •CADS APO O'IER EOUP. TO OBTAIN CJS^ !£ 91120 AIC OMOKSARENT PROTECTION. t SOW 4MY LOCAV06 Alp IMC INSTALLATONs 9-u COV- i W-* TK FIG SECTION 905.2 T. tL'7errtc UdlC*Ja3 AAO 9t5'XLA7IONS SHALL LCrx�^Coom CF 2002 POWER Co.AL " C.L"s"A C6COKELIS CODE SECTION J09.2 ionOONd -IVNOiivo U3 mS3ooin d NV AS 03onOONd ELECTMAL SCHEDULE ELECTRICAL METER DISCONNECT t� ELEC. DISTRIBUTION PANEL PUSH BUTTON $ SWITCH $o THREE WAY SWITCH $. FOUR WAY SWITCH Q DIMMER SWITCH 0 HANGING LIGHT FIXTURE CEILING MOUNTED LIGHT FIX. �I BRACKET LIGHT FIXTURE m ADJUSTABLE DOWNLIGHT FIX. ® VAPORPROOF DOWNLIGHT ❑ DOWN LIGHT FIXTURE s a s s TRACK LIGHTING FIXTURE F—a-1 THEATRICAL LIGHT STRIP FIX. 2' FLUORSCENT STRIP FIX. 3' FLUORSCENT STRIP FIX. iE-4' FLUORSCENT STRIP FIX. 2' X 4' FLUORSCENT LIGHT FIXTURE SECURITY ALARM FLOOD LIGHT 4 EXHAUST FAN EXHAUST FAN W/LIGHT FlX. PADDLE FAN GARBAGE DISPOSAL DOOR CHIMES [HH HORN Q SMOKE/CARBON DETECTOR 110V DUPLEX OUTLET It 220V OUTLET 4 1/2 SWITCHED OUTLET ® SPECIAL PURPOSE OUTLET FLOOR OUTLET 1/2 SWITCHED FLOOR OUTLET OUTDOOR W.P. OUTLET (f }CFI GROUND FAULT INTERUPTED A TELEPHONE OUTLET 0 TELEVISION OUTLET O THERMOSTAT QJ AUTO. GARAGE DR. OPENER ® WALL MOUNTED DUCTLESS EXHAUST FAN EMERGENCY POWER SOURCE INTERCOM OUTLET ILLUMINATED EXIT SIGN WALL MOUNTED EXIT SIGN SMOKE DETECTOR NOTE: sm <gim sm E . AIL low MCAs VAL 9E ■»- S L t Y AOI.SIIff A Y IF IFiYC AoEVIL t Lr AOI K IFFLT a Km AR SEF/LL L. 9irE9 WVI A MTUT WINl. RFVISIONS DnTE O rzj �y9�oa O Uo ti p O U z 0 U ;u 0 f— 0 a. 0 Z v Z C -i 0 v m m v �N _1 O D 0 � O 0 I�q v c O — 1 O O O op URA"7N VI/.. 4 CHECKED W.`/. /JC /ZUJX3 SCALE it 5 � /SOWN JOB NO. SH , L' 1 .I. '5 OF f5 SHEETS