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Home My WebLink About711 Bay Ave 17-103 Enclose carportREVISIONS I BY W1 IiiA i4x36v l JAN 0 5 209 P] -PROVED PLANS FUG. DEPT. ' Ok to enclose carport as shown on plan. Meets area and dimension regulations for SR-1 zoning district. Per Schedule H, must maintain a minimum of 2 parking spaces per dwelling unit. EPDXIED INTO EXISTING FOONNG WITH 6" EMBEDMENT (MIN.) FOOTINGS HAVE BEEN DESIGNED FOR A SCALE: 1/4" = V-0" SOIL BEARING PRESSURE OF 2,000 PSF Residential Carport Enclosure 711 S. Bay Avenue Sanford, FL 32771 ALL DIMENSIONS ARE FRAMING DIMENSIONS NOT SHEET INDEX FINISH ROOM DIMENSIONS. WRITTEN DIMENSIONS TAKE PRESIDENCE OVER SCALED DIMENSIONS. AS-BUILTS & FOUNDATION & NEW FLOOR PLAN 1 ELEVATIONS & STRUCTURAL DETAILS 2 MC°RD COPY AREA TABULATIONS EXISTING PROPOSED CHANGE LIVING UNDER AIR 11048 S.F. 1,309 S.F. +261 S.F. UNCONDIONED AREA 586 S.F. 325 S.F. -261 S.F. GRAND TOTAL 1,634 S.F. 1,634 S.F. 000 S.F. REVIEWED FOR CODE COMPLIANCE PLANS EXA ER DATE SANFORD BUit-DIN_ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE WIT F THE WORK AND NOT THORITY TO VIOLATE, CANCEL, ALTER OR SS ET ASu�E ::vv OF n.r• t4(1�IISIOMg n�THE TECHNICAL CODL'S. rd=1R S *'-• •• "St% r•;G= Ur : PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER JIR RF ERRORS IN PLANS, CONSTRUCTION OR VIOLATRECTION TIIONS OF HIS CODE 'SDI+WOE h 0' 7" DINE 0' 7 _ 0 V +0,-U. UTILITY- UTILITY 26 ROOM 26 ROOM BATH N BATH � I REMOVE I� II WINDOWS �I �I I II ' II II II I REMOVE BEAMS AND COLUMNS II II II II �I CARPORT II � II N CARPORT � 1 2 o � 11_2" N FAMILY] ROOM N II FAMILY ROOM N +01-011 U) II = II II II � I PROVIDE SHORING WHILE I I I WORK IS BEING PERFORMED I I II II II CUT & REMOVE V-4" WIDE II II WIDE CONCRETE SLAB 30 =____-________= 30 6 f ktA�RkpTT fyI) 61 j 4I �TFFIT/1 FA1 iC wi a(,'•i'sr.:aF II.,iACr 1, ;. r=rat,�.:,,'.J y� }y 24 SH IItF II 12 6 24 SH II II ENTRY ENTRY " �I 12 -6 II II II II II II e00D r � WLIGV Agm(ozIM004 P/0 SCALE: 1/4" = V-0" SCALE: 114" = V-0" SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED Oct COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO AN'( PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ELECTRICAL LEGEND CEILING FAN $ SINGLE POLE SWITCH O CEILING MOUNT (J WALL MOUNT llGFCI 6 GFCI OUTLET 6 DUPLEX OUTLET so � SMOKE DETECTOR CO CAR BONMO DETECT OXIDE DETECTOR STRUCTURAL FRAMING NOTES 1.) ALL LUNIBER TO BE SOUTHERN FINE #2 OF MOISTURE EXIERICR LUN15ER TO BE PRESSURE TREATED 2.) AIL IN TERIOR STUDS SHALL DE 2 x 4 (2 x 6 WHERE INDICATED) #2 SPRUCE e_ I6" o.C. 3.) ALLBOTTO%I PLATES SHALLUE 2x#2PTPINE. 4.) ALL CONNECT IONS OF S IUD WALLS TO ELOCX WALLS SHALL HAVER 1 x6#2 FINE BORATE TREATED BETWEEN. DINE �-7" COo • UTILITY 26 ROOM • s.D. BATH R. & S. �n FILL-IN WINDOW � N 60B. F. q qA 9OTH 64"A.F.F. FAMILY ROOM �f O.-o" BEDROOM #3 7'-8" CLG. -TILE p FILL-IN WINDOW 95 REBAR Y DOWELS PER DETAIL PACE 30 24 SH II 24 SH 24 SH ll -37.0 P.S.F. -37.0 P.S.F. ENTRY II 9I-21' 31_411 I lie 12'-611 VICIVTYMAP INSULATION NOTES 1.) CEILING IN CATHEDRAL AREA SHALL BE R-38 BATTS OTHER AREAS WILL R-38 BLOWN -IN. 2.) EXTERIOR WOOD WALLS WILL BE R-21 MIN. 3.) KNEE WALLS WILL BE R-21 BATTS. 4.) WINDOWS ARE DOUBLE INSULATED WITH Lo E GLASS AND A THERMAL PERFORMANCE OF U-FACTOR 0.54 AND SHGC FACTOR 0.33 Electrical Notes: 1.) Smoke detectors shall be interconnected so that the activation of any smoke detector shall cause all smoke detectors to sound. Smoke detectors shall be equipped with a monitored battery back-up and labeled NEW (1) #5 REBAR 4" CONCRETE SLAB VERTICAL DOWEL W/ FIBER MESH EPDXIED INTO SLAB EXISTING 4" W/ MIN. 6" EMBEDMENT & CCNCRETE SLAB MAX. 6' o.c. W/ MIN. 25" LAPS GRADE coo C) z N N< 6 MIL. VISQUEEN ;J,;.� ,,r V-4" NEW 3,000 P.S.I.FOOTER W/ (2) #5 REABAR CONT. W/ MIN. 25" LAPS EF-20 x 16 -2 DETAIL SCALE: 1/2" = V-0" NEW 4" CONCRETE SLAB (1) #5 REBAR W/ FIBER MESH VERTICAL DOWEL EPDXIED INTO SLAB EXI.`3TING W/ MIN. 6" EMBEDMENT & CONCRETE SLAB MAX. 6' o.c. W/ MIN. 25" LAPS co GRADE 1( _ In accordance with UL 217. 6 MIL. VISQUEEN 2.) Smoke detectors in volume or vaulted NEW 3,000 P.S.I.FOOTER 1' 4" #5 REBAR DOWELS PER spaces shall be located within 5 feet of peak. W/ (2) #5 REABAR CONT. W/MIN. 25" LAPS DETAIL PACE 3.) Ceiling box in a bedroom is required to be TF-20 x 16 -2 DETAIL installed for ceiling fan use and supported 1n accordance and box marked as such for inspection. ' 4.) Arc -Fault circuit interrupter provided in all N family rooms, dining rooms, living rooms, NEW FOOTING EXISTING FOOTING parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or (2)#5REBAR'W/ ' z a 0 ,q0 similar rooms. (Article 210.12 (B)) MI,v. z APs 3 \> >a'. SCALE: 1/4" = V-0" r *UPGRADE EXISTING HOUSE' A/C UNIT 5.) Every building for which a permit for new 25" LAPS. (MIN.) 16' �, t2) 45 REBAR OOVVELS is issued having fossil -fuel -burning z' 4' "") EPDXIED INTO EXISTING FOOTING appliance, fireplace, or an attached garage WI H o EMBEDMENT MIN_ shall have a CO detector installed within 10' of each sleeping room. (R315) EXISTING FOOTING CONNECTION DETAIL ~ 6.) Low voltage chime transformer shall be N.T.S. JN J located in Hallway. FOUNDATION NOTES: 7.) All receptacles shall be tamper proof per _ 2011 NEC 406.11. 1.) FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE 0 CONI RAC:I UR SHALL VERIFY 1 HAI [HE SOIL IS EI I HER VIRGIN OR HAS 95% MINIMUM BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER IF THE MINIMUM CAPACITY IS NOT PRESEN F PRIOR TO FOOTING INSTALLATIOIN. 2.1 FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3.) THE BOTTOM OF PERIMETER. LOAD BEARING FOOTINGS SHALL BE 12"MINIMUM BELOW! GRADE. 4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER. 5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF. 6.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,(J00 PSI @ 23 DAYS. SLABS SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. BARRIER OVER CLEAN TERMITE TREATED COMPACTED FILL. 7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI @ 28 DAYS. REINFORCE FOOTINGS WITH #5 REBAR AS INDICATED. ALL BARS SHALL BE PREFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND SCALE. SPLICES SHALL OVERLAP AT LEAST 25". aLL REBAR TO BE GRADE 40. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR B.) FORCONCRErE BLOCK WALLS PROVIDE CONCRETE FILLED CELLS W'/ (1) #5 BAR VERTICALLY EXCEED THE WIND LOAD REQUIREMENTS OF THE CONTINUOUS FROM FOOTING TO THE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION AS PER FOUNDATION PLAN. SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 9.) EXTEND SLAB 1-1/2" AT DOOR OPENINGS, 2014 FLORIDA BUILDING CODE EXISTING BUILDING D1Nc SETIONS 101.5.3, 401.1, 1001.1 & 1301.1. 6y THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR CLASSIFICATION: "ADDITION" EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA FIRE PREVENTION CODE AND 2011 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITIONNATIONAL ELECTRICAL CODE. SECTION R301 DESIGN CRITERIA AND ASCE 7-10.�<P2014 J FLORIDA BUILDING CODE EXISTING BUILDING SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND CLASSIFICATION - "Addition" # 1 7 - 1 0 3 SPEED (Vult) AND 108 MPH (Vasd). 2014 FLORIDA FIRE PREVENTION CODE AND 2011 2. RISK CATEGORY 2 NATIONAL ELECTRICAL CODE. James E. Saizan, Architect CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 1. BASIC WIND SPEED = 139 MPH ULTIMATE'WIND 3. WIND EXPOSURE= CATEGORY C SPEED (VDIt) AND 106 MPH (Vasd). FL Reg. AR10054 4. INTERNAL PRESSURE COEFFICIENT FOR 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE 902 W. Timberland Trail ENCLOSED BUILDINGS IS .18 AND HEIGHT & 3. WIND EXPOSURE= CATEGORY C Altamonte Springs, FL 32714 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .1B AND HEIGHT & (407) 730-3154 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 O U 0 Ill v o U Vl p 5 � � 3 I F �BEII,O ®o®o� , DRAWN BY: STEVEN E. SHIELDS DRAWING Carport Enclosure DATE December 1, 2016 SCALE AS SHOWN MODEL NAME: Williams Residence SHEET 1 2 OF SHEETS II Y_A3Vo:. !t r' \ QUALITY PRECAST COMPANY STRONG" ON SERVICE "1 _. • -I,,_ - Brandon. FUr7da 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT PASCO-HERNANDO DISTRICT DISPATCH DISPATCH DISPATCH 813,665.5616 Hillshomugh 407.877.iCUD Metro 0r120dO 813920-3942 727.821.6221 Pir ollas 386.228.2112 lhlusia 863.425.3070 Polk wIv TV, qual ityprecast.coin DISTRIBUTORS FOR: UISTRIBUIURS FOR: LOTT'S CONCRETE PRODUCTS,INC. COMMERCIAL CONCRETE PRODUCTS, INC./ 1�VEKIINA CONCRETE PRODUCTS FL 5092 QUALITY PRECAST CO. FL K18 - R2 FL 1774 - R2 TABLE No. 8 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" X 24' CONIPOSITE LINTELS PARK LINTEL CLEAR LINTEL GRAVITY SAFE LOAD SOLID SOLID No. LENGTH SPAN TYPE DFETAL B DETAIL 0 L711 T 6" U'-2" PRECAST s3a L-3 4'.0" 2'-w PRECAST 1674 QUALITY PRECAST COMPANY "" TRONG" ON SERVICE \ 11 - Erandm Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT PASCO-HERNANDO DISTRICT DISPATCH DISPATCH DISPATCH 813.685.5615 Hi11cl cmugh 437.877.1Cr,D Metro Odb dO 813-920-3942 727 821.6227 Vrellas 383228,2112 VO-Ssia 853:125.3070 Polk w wiv.qual i typreca.st.Coln DISTRIOUTCR5 FOR: DIST316DTOR5 FOR: LOTT'S CONCRETE PROOUCTS,INC. COMMERCIAL CONCRETE PRODUCTS, INCJ 41/ERIIYA CONCRETE PRODUCTS FL 6092 QUALITY PRECAST CO. FL I05 -RE FL 177. - R2 TABLE 115 GRAVI IY & UPLIFT SAFE LOADS (FLF) 8" x 16' RECESSED UOCR HEADER MARK TOTAL CLEAR DOOR LINTEL CTY GRAVIT'YSAFELCAU SCUD SCUD No. LENGTH SPAN SIZE TYPE :5(1)U(1)L .ti{l!L(1;L DETAIL US U-5 4-8- 3-4' 3'-0- PRECAST 1 11fi5 DETAIL 11BN 2'RECESS DETAIL 1511 1.) CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL A MINUMUM COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS. 2.) MORTAR SHALL BE TYPE "S". 3.) MASONRY UNITS SHAL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE. 4.) REINFORCING STEEL SHALL BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE. 5.) ALL MASONRY OPENING SHALL HAVE A LINTEL PER PLAN WITH AN 8" STANDARD BEARING AT EACH END (MIN. 4" BEARING). EXISTING EXfSTlNG ROOF\ RAFTERS INSULATION PER 1 ENERGY CALCS. 1/2" CEILING BOARD BOND W/ #6-1" SCREWS @ 6"O'c• BEAM DRYWALL W/ #6 SC � SCREWS @ 6" o.c. / 1 x 2 P.T. FURRING OVER R-MAX FOR 3/4" DEAD AIR R-6 SPACE R-MAX -PLUS 3 4" CONC. SLAB W/ FIBER MESH EXISTING / 4" CONC. SLAB WOOD SILL n=; 'Il= 8" C.M.U. I> TILE WOOD BASE II It 6 MIL. VISQUEEN �rt �datit (2) #5 REBAR CONTINUOUS W/ MIN. 26" LAPS / EXISTINI FASCIA 8 PRECAST LINTEL @ 6'-8" A.F.F. STRUCK BLOC VINYL CLAD DBL. INSULATED LO-E GLASS WINDOW U - FACTOR: 0.28 SHGC - 0.20 VT - 0.39 PRECAST SILL GRADE (1) #5 REBAR VERTICAL DOWEL @ W/ 10" HOOK @ TOP & BOT. 6'-0" o.c. MAX. ''POI AZ WAU cE'�Vff(V rYVAIA SCALE: 1/2" = 1' - 0" NEW EXISTING z STANDARD BOND '1� �c-- w HOOK Z Q :<-.•::�:,• :;.: , :::,•::: BEAM - -: a:,•: 1- 1/2'I MIN. ' �' 1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL w� COVER ' 2.) BLOW OR BRUSH CLEAN 60 GO �. `. -• 3.) INJECT SIMPSON ET EPDXY (I SIMPSON SET -KIT, SET -PACK) INTO HOLE W CONT. TIE BEAM 4.) DRIVE 95 REBAR HOOK W/ 6" EMBEDMENT (MIN.) VERT. REINF. W/ (1) #5 IN GROUTED CONT. REBAR CELL 2.6 PT BUCK .1. 41 BUCK r' -- 77`' REBAR OUT REO'D EXTERIOR INTERIOR I: FOROR GROUT LIFT EXTERIOR INTERIOR >4 FT. UNLESS g FOOTING DWL. IS z NOT REQUIREDPHILLIPS TAFCONS 1f4"a2-12'..D. (HEAD 1D.MAX.J Cn /STAGGERED & MUST BE MIN, 1" II; II 5 EMBEDMENT Lv STANDARD PER 203.33 HOOK --FOOTING REINFORCING 3" MIN. COVER ONE STORY MASONRY WALL N.T.S. SPECIFIED COMPOSITE LINTEL DEPTH IS THE MINIMUM ACCEPTABLE. ANY EXTRA COURSES OF BLOCK ABOVE LINTEL ARE ACCEPTABLE AS LONG AS ALL COURSES ABOVE P.C. LINTEL ARE FILLED W/ GROUT. (1) n5 CORNER BAR WITH 25" LAP EACH WAY (1) H5 VERTICAL WITH STANDARD HOOK 8 x 8 x 16 CONCRETE LINTEL MASONRY UNIT WITH (1)115 CONTINUOUS 8x8GROUTEDCORNER CELL WITH (1) 95 VERTICAL CORNER LINTEL BEAM DETAIL N.T.S. 1/4" X 3" TAPCONS MUST BE MIN. 1" FROM ALL EXT. DOOR BUCK DETAIL WINDOW BUCK DETAIL N.T.S. N.T.S. DOOR FRAME TO BLOCK PER MANUFACTURERS SPECIFICATION WOOL CASING 1 x P.T. W NCOW BUCK ANCi ZFED TO MASCNRY _ x5 N11 IA' DIA z 3" TAPCONS STAGGERED ., 8" o.c PEh IA.ANJFAC I UHtIKS SYt(:. JH 174" UTA Z L-314" TPPCONS ;., 12" u.•_ METAL 1*#5VERT. L MAR LE 31 LIE 'r'VLVDCVJ ,/TI IRESHCLD { f- 1- Ilr SILL 95VERTICAL CUNEL IN POURED CELL !F IF SHOWN ON FLOUR PLAN DOWEL iN POURCO CELL JAMB AT EXTERIOR DOORS IF SHO'A'N ON FLOCK PLAN PRECAST G. ILL N.T.S. JAMB AT WINDOWS (HEAD SAME) N.I.S. STD. 100 DEGREE HOOK 1 I I I 2 EA END OF STIRRUP W12112" EXTENSION PAST BEND (TYP.) TOP LEG BAR uLEG 3,B" BAR EACH LEG 7132" STIRRUPS14'-0'C-Cl(TIED OR WELDED)1BOTTOM STEEL tSEE SCHEDULE) _-_--_- ••A"BAR NOTE: "A.• BAR 1.1 MINIMUM COVERAGE OF STEEL 1.5- ZIOMR (90"MI( G SCALE: 1/4" = V-0" 8111 Qr RE] AK HOOK DETAIL N.I S GRADE EXISTING 22 6 FOOTING {MIN.) (MIN.) NEW FOOTING 1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING FOOTING 2.) BLOW OR BRUSH CLEAN 3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE /J4.) DRIVE #5 REBAR SPLICE BAR W/ 6" EMBEDMENT (MINA) lle SCALE: 112" = V - 0" SCALE: 1/4" = 1'-0" NEW EXISTING FINISH FLOOR Z_ CD GRADE (V Z r � \ E� \ExtS i1NG DRILL 6" INTO EXISTING LINTEL SCALE: 1/4" = V-0" EPDXY.4 & DRIVE# 5 REBAR / NOTES 6v1LD1A7C' AND BEND VERTICAL -25" LAPS -� 11.) INSERT DOWELS VERTICAL REQUIRED J AND STRAIGHT WHEN NO WALL IS PRESENT. THIS STRUCTUP.E HAS BEEN DESIGNED TO MEET OR SANFORD 2.) 314" HOLE BLOW OR BRUSH CLEAN EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SPLIT FACE OFBLOCK 3.) SIMPSON ET EPDXY OR ENGINEER SECTION R301 DESIGN CRITERIA AND ASCE 7-10. ---T g PROPER FILLED CELL LOCATION APPROVED EQUAL. (eg. SIMPSON SET -KIT, SET -PACK) 2014 FLORIDA BUILDING CODE EXISTING BUILDING SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. # q �7 1 / CLASSIFICATION - "Addition" DRILL 6" INTO EXISTING FOOTING r' 2014 FLORIDA FIRE PREVENTION CODE AND 2011 EPDXY & DRIVE #5 REBAR ---- AND BEND VERTICAL, 25" LAPS REQUIRED (NATIONAL ELECTRICAL CODE. James E. Saizan, Architect 'I 1. BASIC VVIND SPEED = 139 MPH ULTIMATE WIND --- SPEED (VDIt) AND 103 MPH (Vasa). FL Reg. AR10054 • • • �" 2. CATEGORY2 902 W. Timberland Trail NS CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE MISSING DOWEL DETAIL 3. WIND EXPOSURE= CATEGORY C ,� Altamonte Springs, FL 32714 4. INTERNAL PRESSURE COEFFICIENT FOR N.T.S. ENCLOSED BUILDINGS IS .18 AND HEIGHT & (407) 730-3154 EXPOSURE ADJUSTMENT COEFFICIENT 13 1.40 REVISIONS I BY 7z IAA�Il O J� Vl � F"1 A M o O w p w � •� Vl � O � C � 5 ICI • � I ea®n - DRAWN BY: STEVEN E. SHIELDS DRAWING Details DATE December 1, 2016 SCALE AS SHOWN MODEL NAME: Williams Residence SHEET 22 OF SHEETS Residential .. Carport Enclosure711 ll]lli�fllT/lIi/fllU®rl Bay Avenue i ZINA10111111111 -TING FOOTING . :. EN I (MIN.) Sanford, FL 32771 v-L -. POUR MIN. d" (2, 500 PSI) FIBER t t i SHEET INDEX MESH CONC. OVER EXISTING CONC, ALL DIMENSIONS ARE FRAMING DIMENSIONS NOT TO LEVEL FLOOR t kJ 1 I FINISH ROOM DIMENSIONS. WRITTEN DIMENSIONS �_-- TAKE PRESIDENCE OVER SCALED DIMENSIONS. AS -GUILTS & FOUNDATION & NEW FLOOR PLAN 1 ELEVATIONS & STRUCTURAL DETAILS 2 , v N FAMILY ROOM ; i W ' AREA TABULATIONS -°° It I EXISTING PROPOSED CHANGE �L LIVING UNDER AIR 1 048 S.F. 1,309 S.F. +261 S.F. '-A4 UNCONDIONED AREA 586 S.F. 325 S.F. -261 S.F. n+ tf 13 § L GRAND TOTAL 1 634 S.F. 1,634 S.F. 000 S.F. ENTRY II �I (2) #5 REBAR DOWELS +0' 0' (I EPDXIED INTO EXISTING FOOTING WITH 6" EMBEDMENT (MIN.} zoz/o r104e � VZ� FOOTINGS HAVE BEEN DESIGNED FOR A SCALE: 1/4" = V-0" SOIL BEARING PRESSURE OF 2,000 PSF UTILITY ROOM BATH I I IN CARPORT FAMILY ROOM I II" .+ +0'-0.1 30 24 SH jj IZ-611 ENTRY + II II I I II ELECTRICAL LEGEND } CEILING FAN $ SINGLE POLE SWITCH O CEILING MOUNT m WALL MOUNT 6 FCI � DUPLEX OUTLET SD �• SMOKE DETECTOR CARDETECT OXIDE CO GFCI OUTLET DETECTOR SCALE: 1/4" = V-0" SCALE: 114" = V-0" SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NATIONAL PRINTFAST NO 166A 24R36 = • STRUCTURAL FRAMING NOTES 1.) ALL LUMBER TO BE SOU THERA PINE #2 OF MOISTURE 19-A EXTERIOR LUA1BER TO BE PRESSURE IREATED 2.) ALL INTERIOR STUDS SHALL BE 2.4 (2.6 WHEi3E INUKCA7ED) #2 BPRUCE /a I T U.c. 3.) ?.LL BOTTOM PLATES SHALL BE 2 x 42 PT PINE. 4.) ALL CONNECTIONS OF STUD WALLS TO BLOCK TIALLS SHALL HAVE A 1 x6#2 FINEBORATETREATEDEETwEEN. * REDESIGNED WINDOW & DOOR LOCATIONS DINE =0'_7„ +0 -0 CO • UTILITY 26 ROOM BATH FILL-IN WINDOW ti N FAMILY ROOM �o -o 11 FILL-IN WINDOW 30 24 SH �ENTRY +00� II I I I I I I S.D. 1 R. & S. N 60B.F. V \ zzn 80TH 64" A.F.F. ((_7 }� I BEDROO...///OM��#3--, T-,88"]_CLG�. -TILE / Y #5 REBAR / DOWELS PER DETAIL PACE 2 A/C UNIT :,:t��run�rlcz []1[IllUlifllliliS] EGRESS r� �_=_ ---'lfIjL --=H AGtw4GOD9 4PZ1 #0 SCALE: 114" = T-0" *UPGRADE EXISTING HOUSE TO SMOKE/ CARBON MONOXIDE COMBO N5 REBAR DOWELS PER DETAIL PAGE 2 O _i INSULATION NOTES 1.) CEILING IN CATHEDRAL AREA SHALL BE R-38 BATTS OTHER AREAS WILL R-38 BLOWN -IN. 2.) EXTERIOR WOOD WALLS WILL BE R-21 MIN. 3.) KNEE WALLS WILL BE R-21 BATTS. 4.) WINDOWS ARE DOUBLE INSULATED WITH Lo E GLASS AND A THERMAL PERFORMANCE OF U-FACTOR 0.54 AND SHGC FACTOR 0.33 Electrical Notes- 1.) Smoke detectors shall be interconnected so that the activation of any smoke detector shall cause all smoke detectors to sound. Smoke detectors shall be equipped with a monitored battery back-up and labeled in accordance with UL 217, 2.) Smoke detectors in volume or vaulted spaces shall be located within 5 feet of peak. 3.) Ceiling box in a bedroom is required to be installed for ceiling fan use and supported in accordance and box marked as such for inspection. 4.) Arc -Fault circuit interrupter provided in all family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms. (Article 210.12 (B)) 5.) Every building for which a permit for new is issued having fossil -fuel -burning appliance, fireplace, or an attached garage shall have a CO detector installed within 10' of each sleeping room. (R315) 6.) Low voltage chime transformer shall be located in Hallway. 7.) All receptacles shall be tamper proof per 2011 NEC 406.11. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2014 FLORIDA BUILDING CODE EXISTING BUILDING SETIONS 101.5.3, 401.1, 1001.1 & 1301.1. CLASSIFICATION: "ADDITION" 2014 FLORIDA FIRE PREVENTION CODE AND 2011 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 - NEW (1) #5 REBAR 4" CONCRETE SLAB VERTICAL DOWEL W/ FIBER MESH EPDXIED INTO SLAB EXISTING 4" W/ MIN. 6" EMBEDMENT & CONCRETE SLAB MAX. 6' o.c. W/ MIN. 25" LAPS GRADE co N ii 6 MIL. VISQUEEN•'� IT 1'-4" NEW 3,000 P.S.I.FOOTER W/ (2) #5 REABAR CONT. W/ MIN. 25" LAPS EF-20 x 16 -2 DETAIL SCALE: 1/2" = V-0" NEW 4" (1 } #5 REBAR CONCRETE SLAB W/ FIBER MESH VERTICAL DOWEL EPDXIED INTO SLAB W/ MIN. 6" EMBEDMENT & EXISTING MAX. 6o.c. W/ MIN. 25" LAPS CONCRETE SLAB 00, GRADE 6 MIL. VISQUEEN 1'-4" NEW 3,000 P.S.I.FOOTER W/ (2) #5 REABAR CONT. W/ MIN. 25" LAPS ` TF-20 x 16 -2 DETAIL SCALE: 1/2" = V-0" . f• ■■ AM NEW FOOTING EXISTING FOOTING (2) #5 REBAR W/ MIN. 22" LAPS 25" LAPS. (MIN.) , ti' �, (2) #5 REBAR COW ELS p'_q^ I'111f1) EPO;tIED INTO EXISTING FOOTING N'EroIDEDrAENTrAIN. EXISTING FOOTING CONNECTION DETAIL N.T.S. FOUNDATION NOTES: t 1.1 FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE PO CON I PAC I OR SHALL VERIFY I HAI I HE SOIL IS EI1 HER VIRGIN OR HAS 95% MINIMUM V BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER IF THE MINIMUM CAPACITY IS NOT PRESENT PRIOR TO FOOTING INS IALLA 2.) FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3.) THE BOTTOM OF PERIMETER. LOAD BEARING FOOTINGS SHALL BE 12" MINIMUM BELOW GRADE. 4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER. 5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF. 6.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI @ 23 DAYS. SLABS SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. BARRIER OVER CLEAN TERMITE TREATED COMPACTED FILL. 7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI @ 28 DAYS. REINFORCE FOO HNGS WITH #5 REBAR AS INDICATED. ALL BARS SHALL BE PREFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND SCALE. SPLICES SHALL OVERLAP AT LEAST 25". aLL REBAR TO BE GRADE 40. 8.) FOR CONCRETE BLOCK WALLS PROVIDE CONCRETE FILLED CELLS W/ (1) #5 BAR VERTICALLY CONTINUOUS FROM FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 9.) EXTEND SLA3 1-112" AT DOOR OPENINGS. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE OKO 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SPNF SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2014 FLORIDA BUILDING CODE EXISTING BUILDING SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. CLASSIFICATION - "Addition" 2014 FLORIDA FIRE PREVENTION CODE AND 2011 NATIONAL ELECTRICAL CODE. James - aizan, Architect 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult)AND 108 MPH (Vasd). eg. AR1 0054 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY REST EE W imberland Trail 3. WIND EXPOSURE= CATEGORY C Alt me Springs, FL 32714 4. INTERNAL PRESSURE COEFFICIENT FOR ` �' J ENCLOSED BUILDINGS IS .18 AND HEIGHT & /LI (407)730-3154 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40, J REVISIONS BY C° QUALITY PRECAST COMPANY "STRONG" ON SERVICE P.O. Box 11 - Erandal. Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT PASCO-HERNANDO DISTRICT DISPATCH DISPATCH DISPATCH 613.655.5815 Hillsborough 407.877.1000 Metro Orlando 813 920-3942 727.a91.3227 Pinellas 383.228.2112 VDlusia 869425.3070 Polk W w IV, quality pre cast. corn DISTRIBUTORS FOR: DIBTRIBUTORS FOR: LOTTS CONCRETE PRODUCTS, INC. COMMERCIAL CCNCRETE PRODUCTS, INC./ INEKI:RA CONCRETE PRODUCTS FL 5092 QUALITY PRECAST CO. FL 1413 - R2 FL I77L - R2 TABLE No. 8 GRAVITY & UPUFT SAFE LOADS (PLF) 8" x 24' COJPOSITE LIN TELS MARK LINIEL CLEAR LINTEL GRAVITY SAFE LOAD SOLID SOLID No. LENGTH SPAN TYPE A5(1:uEijL X5{t;ll;UL DETAIL13 DETAIL O L-11 T-6" 6%2" PRECAST 938 L-3 4'-0" 2'-8" PRECAST 1674 QUALITY PRECAST COMPANY "^TP.ONG" ON SERVICE J)�]P.O. Bos 11 - Brandon. Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT PASCO-HERNANDO DISTRICT DISPATCH DISPATCH DISPATCH 813.685.5315 HLISbcrough 407.877.10r,DNIl Uo OdandD W3-9:0-3942 727.?21.6227 Pinellas 30228.2112 Volusia 383.425.3070 Polk u1 mulualityprecast. C01n DISTRIBUTORS FOR: DISTRIBUTORS FOR: LOWS CONCRETE PRODUCTS,INC. C01-111ERCIAL CONIJ BETE PRODUCTS, 11,10 IrVEKIIYA CONCRETE PRODUCTS FL 6092 QUALI IY PRECAST CO. FL KB - R2 FL I774 - R2 TABLE No. 15 GRAVITY & UPLIFT SAFE LOADS (FLF) 8" x 16' RECESSED DOOR HEADER MARK IOTAL CLEAR DOOR LINTEL QTY. GRAVITY SAFE LOAD SCUD SCUD No- I_NGTH SPPN SIZE TYFE m(11UH�L x5(11U(!jL �'R'EIT1 DETAIL DB D-5 4'-3' S-4- 3'-0" 1165 2" RECESS DETAIL 1611 1.) CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL A MINUMUM I COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS. 2.) MORTAR SHALL BE TYPE "S". ' 3.) MASONRY UNITS SHAL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE 4.) REINFORCING STEEL SHALL BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE. 5.) ALL MASONRY OPENING SHALL HAVE A LINTEL PER PLAN WITH AN 8" STANDARD BEARING AT EACH END (MIN. 4" BEARING). EXISTING EXISTING ROOF RAFTER INSULATION PER ENERGY CALCS. 1/2" CEILING BOARD BOND WI #6-1" SCREWS @ 6"o'D• BEAM 1l2" DRYWALL W/ #6 SCREWS @ 6" D.C. / 1 x 2 P.T. FURRING OVER R-MAX FOR 3/4" DEAD AIR R-6 SPACE R-MAX -PLUS 3 4" CONC. SLAB W/ FIBER MESH EXISTING / 4" CONC. SLAB WOOD SILL 4 . 8" C.M.U. 1 A J1> TILE WOOD BASE jl 1 r1.et*� x'M'"t'<Tfc-.lfiF3 i 41:(ti��l�.nl iiT �i3� /S�A�";{E-At 6 MIL. VISQUEEN r rrNl.k,V,�. (2) #5 REBAR CONTINUOUS W/ MIN. 25" LAPS EE IS FIN FASCIA 8 PRECAST LINTEL @ 6'-8" A.F.F. STRUCK BLOC VINYL CLAD DBL. INSULATED LGLASS WINDOW U - FACTOR: 0.28 SHGC - 0.20 VT - 0.39 PRECAST SILL GRADE (1) #5 REBAR VERTICAL DOWEL @ W/ 10" HOOK @ TOP & BOT. 6' O" O.C. MAX. ffN(9 9 WAZI Q(Ei`v-ffG rY(9NA SCALE: 1/2" = 1' - 0" F STANDARD BOND z LU HOOK BEAM 1 1/2" MIN. LU o COVER c0 W VERT. REINF. IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT EXTERIOR U) >4 FT. UNLESS a FOOTING DWL. IS g NOT REQUIRED Fri EMBEDMENTI NA STANDARD PER 203.33 HOOK -FOOTING REINFORCING 3" MIN. COVER ONE STORY MASONRY WALL SPECIFIED COMPOSITE LINTEL DEPTH IS TLJC RAINIIRAI IRA Af-'COTAOI C ANIV CVTOA SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. N.T.S 2 x 6 PT BUCK -1x 4FT BUCK INTERIOR EXTERIOR INTERIOR 1/4" X 3" TAPCONS MUST BE MIN. 1" FROM ALL 114" x 2-114" PHILLIPS HEAD TAFCONS @ 12' o.c. (MAX.) rAGGERED & MUST BE MIN. 1" EXT. DOOR BUCK DETAIL WINDOW BUCK DETAIL N.T.S. N.T.S. (1) 85 CORNER BAR VVI TH 25" LAP EACH WAY DOOR FRAME OCK PER MANUFACTURERS SPECIFICAtION (1)175 VERTICAL WITH WOOD CASING i x P.T. WINDOW BUCK ANC4CCPED TO k1ASCNRY SFAN LARD HOOK 4 2.6 `f!/ 1/4" CA x 3" T?FGONS STAGGERED g 3'.. Mtk !A.MIJhAI:I UKLKS SF'L(:. !iK IA' DIA S L=J!4" TFPCONS 91T' u.� 12"UR"IYALL NiARBLE3I1-L `, ✓VINDO�V METAL �f JJ --- ---_ /THRESHOLD IT B x 8 x 16 CONGREIE LINTELIT- MASONRY UNI F W IIH 1 tt5 CON IINUOUS 1-1?saL _ f (J :5VERTICALDOWELINPOURFDCELL IF SHOW N ON FLOCK PLAN 8x 8 GROUIEO CORNER a5VLRT. DOWEL El POURED CELL NPRCCASTOLL CELL WITH (1) 95 VERTICAL JAMB AT EXTERIOR DOORS IF sll0'NN OHFLOCR PLAN N.T.S. ,JAMB AT WINDOWS (HEAD SAME) N.T.S. CORNER LINTEL BEAM DETAIL MTS SCALE: 1/4" = V-0" * REDESIGNED WINDOW & DOOR LOCATIONS 9z..9 DRILL 6" INTO EXISTING LINTEL / NOTES: EPDXY I & DRIVE tT 5 REBAR AN 3ENO VERTICAL -25" LAPS --- 1.) INSERT DOWELS VERTICAL REQUIRED AND STRAIGHT WHEN NO WALL IS PRESENT. 2.) 3/4" HOLE BLOW OR BRUSH CLEAN SPLIT IT FACE OF BLOCK 3.) SIMPSON ET EPDXY OR ENGINEER PROPER FILLED CELL LOCATION APPROVED EQUAL. (eq. SIMPSON SET -KIT, SET -PACK) DRILL 6" INTO EXISTING FOOTING EPDXY & DRIVE 105 REBAR -N AND BEND VERTICAL, 25" LAPS REQUIRED MISSING DOWEL DETAIL N.T.S. CONT. TIE BEAM W/ (1) #5 CONT. REBAR 0 FINISH FLOOR Z a0 GRADE CZ V r ii xl�sTING \ E EI NEW EXISTING 1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL 2.) BLOW OR BRUSH CLEAN 3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE 4.) DRIVE 95 REBAR HOOK W/ 6" EMBEDMENT (MIN.) OIII Q= r -- REBAR HOOK DETAIL N.LS GRADE EXISTING 22 6 FOOTING (h11N.) (R91 N.) NEW FOOTING 1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING FOOTING 2.) BLOW OR BRUSH CLEAN 3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE p�� /�4.) DRIVES 955 REBAR /RSA SPLICE BAR Wf 6" EMBEDMENT (MIN) e SCALE: 1/2" = V - 0" NEW EXISTING -.16- SCALE: 1/4" = V-0" e� v e SCALE: 1/4" = 1'-0" �J 91Nc R FOS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR SpN 2 EXCEED THE WIND LOAD REQUIREMENTS OF THE pFpAR�s 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2014 FLORIDA BUILDING CODE EXISTING BUILDING SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. y� 7 CLASSIFICATION - "Addition" TT 2014 FLORIDA FIRE PREVENTION CODE AND 2011 NA IONAL ELECTRICAL CODE. James E. Saizan, Architect BASIC WIND SPEED = 139 MPH ULTIMATE WIND SFEED (VUl() AND 106 MPH (Vasd). FL Reg. AR10054 2. NSCATEGORY2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE 902 W. Timberland Trail 3. WIND EXPOSURE=CATEGORY C Altamonte Springs, FL 32714 �^ 4. INTERNAL PRESSURE COEFFICIENT FOR l ENCLOSED BUILDINGS IS .18 AND HEIGHT & (407) 730-3154 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 March 13, 2017 SES `ey O O F U. V/ OW Vl � ^, _T M T- DRAWN BY: STEVEN E. SHIELDS DRAWING Details DATE December 1, 2016 SCALE AS SHOWN MODEL NAME: Williams Residence SHEET 2 OF SHEETS moommmmommmo