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HomeMy WebLinkAbout2535 Poinsetta AveCOUNTY OF SEMINOLE IMPACT FEE STATEMENT � �� ..� q STATEMENT NUMBER: 17140009 DATE: December 21, 2017 r BUILDING APPLICATION #: 17-10000941 11DVq��, BUILDING PERMIT NUMBER: 17-10000941 UNIT ADDRESS: POINSETTA AVE 2539 06-20-31-502-0500-0150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION. TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EUGENE MATONI ADDRESS: 484 PICKFAIR TERRACE LAKE MARY FL 32746 LAND USE: PALM TERRACE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2539 POINSETTA AVENUE/ PALM TERRACE LOT 15 SFR DETACHED ------- —-------- --------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Famili ROADS Housing 705.00 1.000 dwl unit 705.00 -COLLECTORS Single Family N/A Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Houusiing 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N;jA 00 DRAINAGE N/A 00 .00 AMCit7N'.f' DUE 5,759.00 STATEMENT RECEIVED BY: 6�(�/SIGNATURE: (PL AS�PR NT NAME) DATE : 1/ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 --FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS P_ STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 2771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. P A IRATE-.- % WZZ- � .__�_ 25:35 I r::) NC� F(OZ)fi`= TT,4 F t1*01ATONT1 VENUE/ &o4NFC)fRC>, FL :32111 NOTICE TO BUILDER OR OLUNER IT IS TIDE INTENT OF ENGINEER THAT THESE PLANS ARE ACCURATE O AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSIONAL TO DRAWING INDEX (12 SHEETS) CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING IS O LL Fm a UNCLEAR OR NEEDS CLARIFICATION -STOP -AND CALL THE ENGINEER O W VIMM LISTED IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE �j LICENSED PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS DRAWING DESCRIPTION � PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING 10 Z CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS COVER (1) Iii AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ELECTRICAL (1) d 0.r ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED,, ALL 1 �Z CONTRACTORS TO COMPLY WITH ALL CURRENT E APPLICABLE 10 ELECTRICAL PLAN CODES, r::) NC� F(OZ)fi`= TT,4 F t1*01ATONT1 VENUE/ &o4NFC)fRC>, FL :32111 REVIEWED FOR CODE COMPLIANCE PLANSEXAMINER a- I-1 -1-1 DATE SANFQR QUji -QINQIVISION A PERMIT ISSUC-D 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 BU!LDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ,.-'OMPACTION TEST REQUIRED sq�� '.'exults to be Verified - 01r6 at Slab Inspection #17-2993 NOTE: THIS STRUCTURE WAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED a 13SMPH 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 16 ,18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 W O ■■ 19 DRAWING INDEX (12 SHEETS) h O LL Fm a A O W VIMM E �j SKEET NO. DRAWING DESCRIPTION � M 10 Z ZO COVER (1) Iii M U ELECTRICAL (1) d 0.r � U O 1 �Z COVER SHEET 10 ELECTRICAL PLAN En SITE PLAN (1) D PLUMBING (1) t]! OL -q- 2 SITE PLAN 11 PLUMBING PLAN t RISER DIAGRAM � to oLu "A MECHANICAL (1) LL- Q GENERAL PLANS (2) 12 MECHANICAL PLAN O 3 A FLOOR PLAN u A 4 ELEVATIONS STRUCTURAL (5) 5 FOUNDATION PLAN 6 DETAILS 1 ROOF FRAMING PLAN 8 DETAILS 9 LINTEL PLAN REVIEWED FOR CODE COMPLIANCE PLANSEXAMINER a- I-1 -1-1 DATE SANFQR QUji -QINQIVISION A PERMIT ISSUC-D 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 BU!LDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ,.-'OMPACTION TEST REQUIRED sq�� '.'exults to be Verified - 01r6 at Slab Inspection #17-2993 NOTE: THIS STRUCTURE WAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED a 13SMPH 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 16 ,18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 Lu W O ■■ 19 U - h O LL Fm a A O W VIMM E �j W U � M 10 Z ZO Iii M U d 0.r � U O w �Z a U Z: En W D t]! OL -q- W z � to oLu "A i LL- Q a Lu W ■■ 19 z C1a W h O LL Fm a A N M W VIMM E �j W ui tW gr 10 Z ZO W W Z z w �Z a O Z: En W D N Lu A w E s w 04 Z z w _ O Z: En D W z � to oLu w i LL- Q a O A u A SHEET (� MICHAEL BAKER,/,S1f1' FL. LIC, N AROOII182 519 EAST IST, STREET, UNIT M 101 SANFORD, FL 32111 1401m8 -56b2 • �9 J -U NOTICE to 5UILDER OR OWNER 7n Q °- IT IS THE INTENT OF ENGINEER THAT THESE PLANS ARE ACCURATE �L > AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSIONAL TO U W aN CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING IS Ll. N UNCLEAR OR NEEDS CLARIFICATION -STOP -AND CALL THE ENGINEER M 0 Z LISTED IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE �� '� LICENSED PROFESSIONAL OR OWNER THAT 18 CONSTRUCTING THIS W Li PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING W Lu CONDITIONS (PITCHES i DIMENSIONS) BEFORE CONSTRUCTION BEGINS CID ui AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE L itI ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED., ALL w M CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE CODES, o� • �9 J -U W 7n Q °- Lu �L > 1 O U W aN N Ll. N M 0 Z E �� '� W Li �I W Lu O� CID ui U L itI �co w M �t U N o� E LL - NZ � 4 4 I cn�Wze"�� T I 21'-8" LEGAL DEscRiPriou: LOT 14, BLOCK 5 PALM TERRACE, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 4, PAGES 82 AND 83, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. \0 U66 116.00 (P$M) -� SIDE SLOPE61DE 6L(PE 49.30 PROPOSED ELEV.� '--_w SIDE 6W2, E SIDE S — — WALE 74° SIDE SETBACK — — — — — — — — — -- T — - -�'� SIDE SLOPE SIDE SLOPE ,r/ -PROPOSED ELEV, 49.85' 4" CONC. SLA • 49.65 PROPOSED ELEV, SINGLE NEW 1 SIDEWALK FAMILY RESIDENCE 50.52' FINISH FLOOR 4 ELEV, 49.85' nn' -� SIDE ELOPE -tom 4" LONG, SLAB 49.60 PROPOgD ELEY. -\ I 3 -6 x3 -6 ��-- — — — — — — — —1'-6" 51DE SETBACK �"--- — — _IN, SIDE 'LOPE 49.00 PROPOSED ELEV. .g w- 0 . 2 25-0" NEW CONC, RIVEWAY SIDE SWALE _ . SIDE SWALE -� — — —` 1 , rr' SIDE SLOPE nr- ,.r— . 51DE MOPE ir— ,,,-- � EAST 126.00'lP4h11 10 � � 49.20 PROPOSED ELEV,� 48.80 PROPOSED ELEV, TYPE "A" LOT GRADING REPRESENTS THE PROPOSED DRAINAGE FLOW RESIDENCE FINISH FLOOR TO BE 50.52' CROWN OF ROAD ELEVATION 49.19' SITE s DRAINAGE PLAN SCALE: III.—Io'—O" mo 4 4 COLVERT AT DRIVEWAY TO BE WITH DRAINAGE OVER DRIVEWAY APRON, 55 1 ., yiz BY NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED =139MPW ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASE)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 J -U W 7n Q °- Lu O > 1 O U W aN N Ll. N M 0 Z E �� '� W y� �I COLVERT AT DRIVEWAY TO BE WITH DRAINAGE OVER DRIVEWAY APRON, 55 1 ., yiz BY NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED =139MPW ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASE)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 SITE PLAN W O 1 O U W aN N Ll. N M 0 Z E �� '� W y� in W Lu O� CID ui U L Z W M �t U N o� E LL - NZ o ado cn�Wze"�� uu---Qa SITE PLAN Fj 111 W 0 1 O Z W aN N Ll. a M 0 Z E �� '� W y� in W Z W O� 3 L Z W M � N Fj 111 cy O a w E o E ado cn�Wze"�� uu---Qa a 0- o SHEET 2 MICHAEL BAKER, SR, FL. LIC. • AROOI1182 519 EAST IST. STREET, UNIT # 101 SANFORO, FL 32111 (401m -5662 A SUCK: 1x4 P.T. S.Y,P. (STUD GRADE) FASTNER5: 1/4" X 2" TAPCON (1-1/4" EMBED.) OR 3/16" X 2-1/2" T,4PCON (1-3/4" EMBED. FASTNER SCHEDULE DOOR SIZE MIN, M FSTNR6. EA. SIDE HEAD SINGLE DOOR O6HIH3 2" MIN. 2066-3068 3 2 30roa W/ (1) SIDE LITE 3 3 (2) SIDE LITES 3 3 080 - 3080 3 2 3080 / (1) SIDE LITE 4 3 3080 / J) SIDE LITES 4 3 1X4 P.T. BUCK W/ TAPCON FASTENERS ���Mmpcfm ENGINEERING SPECS, TYPE 4" MAX, MA50NARY WIND LOAD FACTOR: -34.1 LBS, PER SQ. FT, O6HIH3 2" MIN. OPENING +253 LBS. PER 5Q, FT. BI -FOLD DOOR HEADER �z X 2 DEADER DOOR LOCATION MAY BE AT ANY POINT ON A WALL -2/6x8/0 BUCK CLARIFICATION„ 5TOP-AND CALL THE DESIGN PROFESSIONAL LISTED INT,/FRM, BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END 1X4 P.T. BUCK W/ TAPCON FASTENERS (1) 6PH4 Q EA. STUD (TYP.) 2x4 STUDS ,6 16" O,C. MAX, (TYP,) SIMP. LSTA12 i EA, STUD (TYP.) DOUBLE BEAM BLOCK COLUMN FRAME KNEEWALL ABY. BEAM AT ENTRY (FIRST FLOOR) ENGINEERING SPECS, TYPE 4" MAX, MA50NARY WIND LOAD FACTOR: -34.1 LBS, PER SQ. FT, O6HIH3 2" MIN. OPENING +253 LBS. PER 5Q, FT. BI -FOLD DOOR HEADER �z X 2 DEADER DOOR LOCATION MAY BE AT ANY POINT ON A WALL -2/6x8/0 BUCK CLARIFICATION„ 5TOP-AND CALL THE DESIGN PROFESSIONAL LISTED INT,/FRM, BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED ® �= PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THI5 PROJECT TO ND CLOSER THAT 2 FROM BUCK END 4 5UDCE CCS SWING DOOR 8 D K FASTENERS TO BE SPACED EQUALLY INT,/FRM, 2 AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 4 FULL EMBED. OF SCREW HEAD INTO BUCK WORK 15 DONE AND TRUSSES ARE CONSTRUCTED„ ALL DOOR 1 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE DOOR BUCK TO BE MIN, OF [" THK. POCKET DOOR oPNG, x O2/84/8 SWING DOOR 32"x80" D00R 01=E:NINGS CALL 5RAND5) O6/0x8/O Ix4 P.T. WINDOW BUCK W/ SLIDING GLA55 OR, WOOD CASING TAPCONS AS PER SCHEDULE O16/00/0 THRESHOLD OVER HEAD GAR, DR, 192"64" EXT./CMU. LU HOLLOW MTL. DOOR o LU LL- SILL FINISH PER, ELEVATION, -/05 VERT, BAR ON POURED CELL JAMS AT EXTERIOR DOOR (1) 6PH4 Q EA. STUD (TYP.) 2x4 STUDS ,6 16" O,C. MAX, (TYP,) SIMP. LSTA12 i EA, STUD (TYP.) DOUBLE BEAM BLOCK COLUMN FRAME KNEEWALL ABY. BEAM AT ENTRY A, DOOR BETWEEN GARAGE 4 LIVING AREA OF HOUSE TO BE MINIMUM 20 MINUTE SOLID CORE DOOR 4 SELF CLOSING B. WALL BETWEEN GARAGE AND LIVING AREA OF HOUSE TO HAYEY' FINISHED DRYWALL MINIMUM, C. GARAGE CEILING TO BE 5/" TYPE "X" IF THERE 15 LIVING SPACE ABOVE GARAGE. 0 30'-0" 13'-10" 5r=D,fRM,3 9'-4" CLG, 24'-0" 10'-2" O MABTER8UITE21'� 12'-8" 9'-4' CLG. r no GREAT ROOM 9 U4, � I NOOK m s'< cw. H, 5, 00,ONI C 401 ocil H, ,A,C, TWO C4 a DOUBLE 2x10 S,Y,P. BEAM CONNECT BEAM TO CMU W/ SIMP, META18 AT EA, END OF BEAM TO CMU. (BOTTOM OF M AT TYP. � O O CxARACaE " CLG. 30'-0" ENTRY i ISI 1 ill 12'4" CLG,i Ili 4'-4" 1 1'4' 1 24" 1 2'-8" PROVIDE BUILDING PAPER OR STEEL PIATE BETWEEN BEAM 4 CM (TYP,) 6'-0" 5'-4° 3 0 0 r' 4 PLATE HT, (SEE FLR, PLAN4 CROSS SECTION) SP2 OR 5P4 EA STUD (U,N,O,) SPI OR &P4EA 6TUD O.C. N.N.OJ DOOR SCHEDULE (FIRST FLOOR) NOTICE TO BUILDER OR OWNER TYPE TYPE IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O6HIH3 QTY, ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSEE) I/6x8/0 BI -FOLD DOOR PROFE56IONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. INT,/FRM, 2 IN THE EVENT THAT SOMET41NG IS UNCLEAR OR NEEDS -2/6x8/0 DBL. BI -FOLD DOOR CLARIFICATION„ 5TOP-AND CALL THE DESIGN PROFESSIONAL LISTED INT,/FRM, 2 IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED ® SIDING DOOR PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THI5 PROJECT TO INT,/FRM, 4 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS CCS SWING DOOR (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY INT,/FRM, 2 AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY SWING DR. W/ TRANS. WORK 15 DONE AND TRUSSES ARE CONSTRUCTED„ ALL EXT,/CMU, 1 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE POCKET DOOR CODES, INT,/FRM, A, DOOR BETWEEN GARAGE 4 LIVING AREA OF HOUSE TO BE MINIMUM 20 MINUTE SOLID CORE DOOR 4 SELF CLOSING B. WALL BETWEEN GARAGE AND LIVING AREA OF HOUSE TO HAYEY' FINISHED DRYWALL MINIMUM, C. GARAGE CEILING TO BE 5/" TYPE "X" IF THERE 15 LIVING SPACE ABOVE GARAGE. 0 30'-0" 13'-10" 5r=D,fRM,3 9'-4" CLG, 24'-0" 10'-2" O MABTER8UITE21'� 12'-8" 9'-4' CLG. r no GREAT ROOM 9 U4, � I NOOK m s'< cw. H, 5, 00,ONI C 401 ocil H, ,A,C, TWO C4 a DOUBLE 2x10 S,Y,P. BEAM CONNECT BEAM TO CMU W/ SIMP, META18 AT EA, END OF BEAM TO CMU. (BOTTOM OF M AT TYP. � O O CxARACaE " CLG. 30'-0" ENTRY i ISI 1 ill 12'4" CLG,i Ili 4'-4" 1 1'4' 1 24" 1 2'-8" PROVIDE BUILDING PAPER OR STEEL PIATE BETWEEN BEAM 4 CM (TYP,) 6'-0" 5'-4° 3 0 0 r' 4 PLATE HT, (SEE FLR, PLAN4 CROSS SECTION) SP2 OR 5P4 EA STUD (U,N,O,) SPI OR &P4EA 6TUD O.C. N.N.OJ DOOR SCHEDULE (FIRST FLOOR) SYMB, TYPE TYPE SIZE O6HIH3 QTY, �) I/6x8/0 BI -FOLD DOOR IS"x96" INT,/FRM, 2 O2 -2/6x8/0 DBL. BI -FOLD DOOR 24"46" EA, INT,/FRM, 2 O2/6610 ® SIDING DOOR 30"x%" INT,/FRM, 4 O2/8610 CCS SWING DOOR 321146" INT,/FRM, 2 O3/04/8 SWING DR. W/ TRANS. 36"46" EXT,/CMU, 1 O2/6x8/0 POCKET DOOR 30"x96" INT,/FRM, O2/84/8 SWING DOOR 32"x80" INT,/FRM. O6/0x8/O SLIDING GLA55 OR, 12"46" EXT,/CMU, O16/00/0 OVER HEAD GAR, DR, 192"64" EXT./CMU. LU WINDOW SCHEDULE (CMU WALLS) SYMBOL DESIGN PRESSURE TYPE SIZE QTY, O6HIH3 GREATER THAN 50 AND UP TO 100 50T. SINGLE HUNG 24"x36" 2 O5HIH6 0 SINGLE HUNG 241102" 2 O3 SH26 SINGLE HUNG 36"02" 4 ® 5H36 SINGLE HUNG 48"x12" 1 -r o CCS A v an —" �zNt /HURRICANE TIE SEE TRUSS PLAN a EA, TRUSS (SEE CONN SCHb) PRE-ENGINEERED TRU56ES DESIGNED W/ SIGNED AND SEALED CALCS. BY A FLORIDA REGISTERED ENGINEER 2x4 BLOCKING 1/2" G,W,B. OVER 2x4 STUDS f 16" O.C, 1/2" DIA, x 8" A,B, W/ 2"xl/8" WASHER ® 32" O,C, AND AT CORNERS AND ENDS (SEE FRAMIND DETAIL) 2x4 P,T. SOLE PL, 0'-0" FIN, FLR. (SEE FLR. PLAN) INTERIOR BEARING PARTITION u.rs WINDOW 4 DOOR DE51GN PRESSURE WINDOW 4 DOOR AREA (50T.) DESIGN PRESSURE LESS THAN 20 50T. -39.6 PSF GREATER THAN 20 AND UP TO 50 SQ.FT, -31,0 PSF GREATER THAN 50 AND UP TO 100 50T. -33,4 PSF GREATER THAN 50 AND UP TO 100 SQ,FT, -30.6 PSF ALL WINDOWS TO MEET U -FACTOR (0,4) AND 5HGC (0,25) BOTTOM OF ALL 2ND FLOOR WINDOWS TO BE 24" ABOVE FINISH FLOOR AREA awuYsIs LIVING WALL TYPE LEGEND FRONT ENTRY 32 9'-4" BLOCK WALLS 8'-0" BLOCK WALLS 9'-4" FRAME WALLS 9'4" INT BEARING FRAME WALL 312 TOTAL AREA awuYsIs LIVING 191 FRONT ENTRY 32 GARAGE 312 TOTAL 1,695 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, L WIND SPEED-13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2. R15K CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE; CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .IS AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 FLOOR PLAN W O ON oc O wr 0 ccl ig a.j O� W E 11 W U � o Lu V -r o CCS A v an —" �zNt � nc r U o M a � W E N �r cn�wzA� LU FLOOR PLAN L" W ON oc O W > 0 pm Q ig a.j C4 W E 11 W W �� o Z Zo U) W O L LL. oc M a � W E N L" 0 cn O A w E 11 �Zzwu�_ E a�o cn�wzA� LU G` o LU LL- SHEET SHEET 3 MICHAEL BAKER, SR. FL, LIC, N AR0011182 51S EAST 18T. STREET, UNIT 0 101 SANFORD, FL 321711 (401)218-5662 GARAGE BEARING Q 8'-0" AAL IT—.F.F. FINISH FLOOR I FRONT ELEVATION ENTRY BEARING is 12'-4" A F F BEARING a 9'4" A.F,F, WIN, HGT ® 8'-0" A,F,F, FINISH FLOOR BEARING 9 91-4" A,F,F, WIN. HGT, a 8'-0" A,F,F, FINISH FLOOR FREAR ELEVATION 12 GENT o � 6 6 25 YEAR ARCHITECTURAL SHINGLES ON 30 ENTRY BEARING ®12'-4" A,F,F,Ib, ROOFING FELT OVER 1/16" 05B — –� — — — — — — — — — — _ — STRUCT. SHEATHING OVER PRE -ENG, TRUSSES 24" O.C, GARAGE BEARING 6 8'-0" A,F,F, FINISH FLOOR BEARING 9'-4" A.F,F, WIN, HGT, g 8'-0" A,F,F, a VENT 8" STUCCO OVER GALVANIZED LATH OVER 150 FELT OVER HOUSE WRAP OVER16" OSB (TYP,) GARAGE BEARING a 8'-0" A.F.F. IV BEARING a 9'-4" A,F,F, IF WIN, HGT, Q 8'-0" A,F,F, i/�°,�TITfO� Flil�d(TYP.) -------------------___--_--_.___._---.__--—_._--_ FINISH FLOOR FRIGINN4T SIDS ELEVATION 25 YEAR ARCHITECTURAL SHINGLES ON 30 Ib. ROOFING FELT OVER 1/16" OSB STRUCT. SHEATHING OVER PRE -ENG, TRUSSES 24" O.C. 1/2" CEMENTITIOU5 FINISH(TYP,) 0 VENT SCALE: 114"=I'-0" a VENT 1/2" CEMENTITIOU5 FINISH(TYP,) 12 -16 FINISH FLOOR GARAGE BEARING a 8'-0" A.F.F. FINISH fL00R�--------------------------------------------------I--- �—————— — — — — —� FINISH FLOOR LEFT 61PE—ELEV4. TION SCALE: NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED-13SMPH 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 16 ,18 AND HEIGHT 4 EXPOSURE AD16TMENT COEFFICIENT 16 1,40 NOTICE TO 5UILDER OR OWNER IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED V � PROFE56IONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. o c� IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS o� W 0 CLARIFICATION -STOP -AND CALL THE DESIGN PROFE55IONAL LISTED I- J u' IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED U � PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO o z W FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS z W (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY La � 0C AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY N WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.. ALL W CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE LL NZO CODES, N LEFT 61PE—ELEV4. TION SCALE: NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED-13SMPH 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 16 ,18 AND HEIGHT 4 EXPOSURE AD16TMENT COEFFICIENT 16 1,40 ig ut W O .. V � N o c� aM o� W 0 � I- J u' W U � o z W 0 W z W La � 0C � U O : N w W � LL NZO E N ul ig ut W .. z o W >N N o ~ Q aM w W 0 � I- J u' W W y� o z W 0 W z W La z o N w W � co E N ig ut � O a w E � a 00 a z o N w co E L" Q O A. Q �, ti a � CL o SHEET v MICHAEL BAKER, SR. A FL, LIC, RCOII182 519 EAST IST, STREET, UNIT 101 SANFORD, FL 32111 (401118-5662 all C.M.U. SEE WALL SECTIONS FOR DETAILS 8" F.H.A HEADER — 4" CONIC. SLAB — CLEAN COMPACTED FILL a 95go STANDARD DENSITY AND TERMITE TREATED — 8" x 16" CONC, FOOTING W/ (2) #5 DIA, RODS CONT, ON CHAIRS 50.52' FINISH FLOOR (FIN, FLR. 1(oABY, CROWN OF ROAD) �z =1 ! I Ili 49.85' AT GRADE (SEE DRAINAGE _I I ((1 I I I I =III =I 11='4VPLAN FOR LOPE 4 DIRECTION) IIE'E, Li 1. 4z Ik —� 1- #5 DIA. DOWEL W/ 25" MIN. OVERLAP nEXTERIOR MASONRY WALL FTG K -.i SCALE: 3/4"-1'-0" 2x8 P.T. NAILER (EXCEPT W/ FRAME) 3/4" RECESS IN SLAB 4" CONC. SLAB CLEAN COMPACTED FILL - is 5% STANDARD DENSITY AND TERMITE TREATED 8" C.M.U. OR 111/4" OR 2 x FRAME WALL 21/2" LARGER BEYOND THAN FRAME WALL EXPANSION JOINT o,— SLOPE TO R/W 6" x 16" CONC, FOOTING W/ (2) 45 DIA, RODS CONT. ON CHAIRS OGARGE DOOR RECESSED SILL SCALE: 3/4" - I'-0" 4" CONC, SLAB 31-61161-611— NOTICE '-6"x3'-6"— FOUNDATION 30'-0" SCALE: 1/4"-1'-0" 105 REBAR POURED CELL W/105 BAR CONT, FROM BEAM TO FOOTING, STEP DOWN TIE BEAM BEAM � -I/2 MIN. COVER VERT, REINF, IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT > 5 FT. UNLESS FOOTING DWL, IS NOT REQ'D, STANDARD HOOK FOOTING 3" MIN. COVER NE STORY MASONRY WALL NOTICE TO BUILDER OR OWNER IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED U W PROFE55IONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, O W N IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS 4 C m W 0 CLARIFICATION -STOP -AND CALL THE DESIGN PROFE55IONAL L15TED U � IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED W y1% PROFE56IONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO CIDU Z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS 3 � (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O L U a AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY � M WORK 15 DONE AND TRUSSES ARE CONSTRUCTED., ALL d W CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE W CODES, N v - SCALE: 3/4" - I'-0" 4" CONC, SLAB 31-61161-611— NOTICE '-6"x3'-6"— FOUNDATION 30'-0" SCALE: 1/4"-1'-0" 105 REBAR POURED CELL W/105 BAR CONT, FROM BEAM TO FOOTING, STEP DOWN TIE BEAM BEAM � -I/2 MIN. COVER VERT, REINF, IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT > 5 FT. UNLESS FOOTING DWL, IS NOT REQ'D, STANDARD HOOK FOOTING 3" MIN. COVER NE STORY MASONRY WALL R -Il BATT INSULATION Ixb PT NAILER VARIES - (MIN. 31/2") v 1/2"DIA, x 8" A B W/ __/; 2"xl/8" WASHERS 32" O.C. (SEE FRAMING DET.) 2x4 STUDS 16" oc. BEARING WALL RESIDENCE 2x4 Pi SOLE PLATE BASE AS SPEC (2) S DIA, RODS CONTINUOUS ON CHAIRS THICKENED SLAB 6 GARAGE (5EARING WALL) ALL 64 10/10 W.W.M. TO HAVE MIN. 3'-0" OVERLAP 6 EDGE 4" CONC, SLAB THICKENED EDGE DETAIL CORNER Fo S a CONTINUOUS REBAR 2-05's REBAR f I STORY 3-05's REBAR a 2 STORY FACE OF FOOTING OiIN6 DETAIL NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED - 13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 FOUNDATION NOTES: I. CONCRETE FOOTINGS SHALL HAVE A COMPREHEN55IVE STRENGTH OF NOT LE55 O THAN 3,000 P.S.I. f 26 DAYS, U W 2. ALL 4" CONCRETE SLABS SHALL HAVE A COMPREHENSIVE STRENGTH OF NOT O W N LESS THAN 3,000 P.S.I.0 28 DAYS, SLABS SMALL BE REINFORCED WITH 6"x6" 4 C m W 0 10/10 W.W.M. ON 6 MIL, VAPOR BARRIER OVER CLEAN COMPACTED TERMITE U � TREATED FILL, (FIBERMESH OPTIONAL) W y1% 3. REINFORCE FOOTINGS WITH 05 BARS AS INDICATED, ALL BARS SHALL BE CIDU Z DEFORMED, SHALL CONFORM TO ASTM SERIAL DESIGNATION A305 BE CLEAN AND 3 � FREE OF RUST 4 SCALE, SPLICES SHALL OVERLAP 25" MIN, O L U a 4. FOR CONCRETE BLOCK WALLS PROVIDE CONCRTE FILLED CELL WITH 1 # 5 BAR � M VERTICAL CONTINUOS REINFORCEMENT AT CORNERS 4 WALL FENESTRATION, d W 5. EXTEND SLAB 1- 11/2 AT DOOR OPENINGS. W 6, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON N v - SITE BEFORE POURING OF CONCRETE SLAB. 7, MISSING DOWEL: O :z PRE -DRILL 3/4" HOLE MINIMUM EMBEDMENT 5", REMOVE ANY AND ALL DUST FROM PRE -DRILLED HOLE. ADD TWO PART EPDXY AS PER MANUFACTURERS SPECS, LIIJ'Q PLACE CLEAN N 5 REBAR INTO PRE -DRILLED HOLE FILLED WITH EPDXY. TURN ROD SLOWLY UNTIL REBAR HITS BOTTOM, DO NOT DISTURBED DURING SET TIME AS PER MANUFACTURERS SPECS. 8. REINFORCED MASONRY WALLS: �i.Q AVERAGE N 5 VERTICAL REINF. SPACING NOT TO EXCEED 8'-0" EXCEPT AT DOOR OPENINGS, i R -Il BATT INSULATION Ixb PT NAILER VARIES - (MIN. 31/2") v 1/2"DIA, x 8" A B W/ __/; 2"xl/8" WASHERS 32" O.C. (SEE FRAMING DET.) 2x4 STUDS 16" oc. BEARING WALL RESIDENCE 2x4 Pi SOLE PLATE BASE AS SPEC (2) S DIA, RODS CONTINUOUS ON CHAIRS THICKENED SLAB 6 GARAGE (5EARING WALL) ALL 64 10/10 W.W.M. TO HAVE MIN. 3'-0" OVERLAP 6 EDGE 4" CONC, SLAB THICKENED EDGE DETAIL CORNER Fo S a CONTINUOUS REBAR 2-05's REBAR f I STORY 3-05's REBAR a 2 STORY FACE OF FOOTING OiIN6 DETAIL NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED - 13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 FOUND. PLAN W O .. U W N O W N a 4 C m W 0 � U � W W y1% CIDU Z m %n 3 � � U O L U a oWc � M � d W z W - N v - o E O :z En LIIJ'Q FOUND. PLAN SHEET MICHAEL BAKER, SR. FL. LIC, " AR0011182 51S EAST 1ST, STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 W w .. Z W N O W Q a 4 C m W 0 � N� J W W y1% 0 Z 3 ra W O L U a oWc � M � d W z W - N SHEET MICHAEL BAKER, SR. FL. LIC, " AR0011182 51S EAST 1ST, STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 z w � A W E d z z W - o E O :z En �i.Q 44 i aa a O a a `� 0- o SHEET MICHAEL BAKER, SR. FL. LIC, " AR0011182 51S EAST 1ST, STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 25 YEAR ARCHITECTURAL ROOF PITCH PER SHINGLES ON 30 Ib. ROOFING ELEVATIONS AND �� ROOF PLAN FELT OVER 1/16 OSB STRUCT. SHEATHING OVER PRE -ENG. ( ) TRUSSES 24" O.C. R-30 BATT, INSULATION 2x SUB FASCIA GAILY. MTL. DRIP Ix FASCIA - ALUMINUM SOFFIT 1x2 BLOCKING - 1/2" CEMENTITIOUS FINISH (TYP #5 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, (SEE PLAN) 0'-0" FIN, FLR, In 12 1/2" CEILING BOARD PRE-ENGINEERED TRUSSES AT 24" O.C. HURRICANE STRAP EA, TRUSS SEE TRUSS LAYOUT CONT, TIE BEAM FILLED WITH CONC, AND 1-S CONT, PRE -CAST LINTEL ALUM. FRAME WINDOW SEE MANUF. SPECS FOR ROUGH OPENINGS PRECAST CONC, SILL 1/2" G.W.B. OVER VAPOR BARRIER 4 3/4" P.T. FURRING f 24" O.C. W/ MIN, R-3 INSUL, SEE FD' PLAN FOR DETAILS ONE STORY tYP. WALL SECTION ALUMN, WINDOW 1x4 P.T. WINDOW BUCK W/ (2) 3/16"DIA. x 13/4" TAPCONS EVENLY SPACED AT HEADER 4 SILL AND (3) 3116" DIA, x 13/4" TAPCONS EVENLY SPACED ON SIDE BUCKS OR WINDOW FRAME TO BLOCK PER. MANUFACTURERS SPECIFICATIONS, SCALE: 3/4":1'-0" SEE ELEV, FOR FINISHED TEXTURE) SXSXI6 C.M.U. 1/2" DRYWALL Ixb P.T. FURRING STRIPS WINDOW JAMB DETAIL SCALE: 1" =1'-0" SP2 EA. STUD SPI EA, STUD 8" TIE BEAM 2 x4 OR 2x6 OR 26 11 1/2" DIA, x 8" ANCH.BOLT W/2" DIA. WASHER to 32" O.C. AND AT CORNERS AND ENDS EXISTING CMU WAL KNEE WALL -CMU TO FRAME KNEE WALL DETAIL TOP SPLICE DOUBLE 10d NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: Nrs 5/6" OR 1/2" Of 2 ROWS IDd 16" 0/C BOTTOM SPLICE OVER STUD HEADER SCHEDULE 2x STUD CONT, TO NOTICE: TO 5UILDE:R OR OUINE:R 0 16d SPIKES 12" TOP PLATE IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS UNDER LINTELS W/ GLUE NAILED USING 1/2 PLYWD, OPENINGS LESS FLITCH ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED OPENING WIDTH BEARING WALL PRdFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, 10'-0" OR IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS TWO TEARFUL CLARIFICATION..STOP..AND CALL THE DESIGN PROFESSIONAL LISTED 0'-0" TO 31-0" 2-245 IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED 3'4" TO 5'-0" 2-2x10'S PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO 5'-1" TO 1-0" 2-2x12'S FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS THREE 2-2x12 W/ I/2" (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY 1�-I" TO 9'-0" PLYWD. FLITCH AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 1, USE HEADER SITES ABDYE UNLESS OTHERWISE NOTED ON FRAMING PLAN WORK IS DONE AND TRUSSES ARE CONSTRUCTED.. ALL WERE SITED USING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE) CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE 16E 'E' MODULES OF ELASTICITY 3, JOIST, RAFTERS, LINTELS, ETC, WERE SIZED CODES, 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FV' HORIZONTAL SHEAR SP2 EA. STUD SPI EA, STUD 8" TIE BEAM 2 x4 OR 2x6 OR 26 11 1/2" DIA, x 8" ANCH.BOLT W/2" DIA. WASHER to 32" O.C. AND AT CORNERS AND ENDS EXISTING CMU WAL KNEE WALL -CMU TO FRAME KNEE WALL DETAIL TOP SPLICE DOUBLE 10d NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: Nrs 5/6" OR 1/2" Of 2 ROWS IDd 16" 0/C BOTTOM SPLICE OVER STUD HEADER SCHEDULE 2x STUD CONT, TO TOP PLATE O O O 0 16d SPIKES 12" TOP PLATE 2-2x STUDS HEADER -CONT, UNDER LINTELS W/ GLUE NAILED USING 1/2 PLYWD, OPENINGS LESS FLITCH THAN 5'-0" OPENING WIDTH BEARING WALL NONBEARING 10'-0" OR WALLS TWO TEARFUL BETTER UNLESS OTHERWISE NOTED, (PRE -ENG, TRUSSES EXCLUDED) 0'-0" TO 31-0" 2-245 2-2x4'5 3'4" TO 5'-0" 2-2x10'S 2-2x6'8 5'-1" TO 1-0" 2-2x12'S 2-245 THREE 2-2x12 W/ I/2" 5.) NAIL PATTERN -DOUBLE PLATE 12" O,C, OUTSIDE SPLICE ZONE 1�-I" TO 9'-0" PLYWD. FLITCH 2-2x12'8 1, USE HEADER SITES ABDYE UNLESS OTHERWISE NOTED ON FRAMING PLAN 2, PRIMARY FRAMING (BEAMS,GIRDERS,ETC..) WERE SITED USING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FY' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY 3, JOIST, RAFTERS, LINTELS, ETC, WERE SIZED USING: 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FV' HORIZONTAL SHEAR 1bE 'E' MODULES OF ELASTICITY CL OF OPENING 2xbxl2 P.T. CENTER BUCK I/2" DIA, J BOLT ANCHOR OR WEDGE ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH SIDE OF OPENING OARD 1/2" DIA. J -BOLT i 29" O.C. W/ 5-I/2" EMBEDMENT DOOR S R1/2KHIKE OFDOOR. PID -'X Aro THICK WASHER W/ EACH ANCHOR, START BOLTS AFTPR GARAGE CURB (8 MAX.) BUCK DETAIL. AT GARAGE NEW 2x4 FRAMING 16" O,C, 2x4 P.T. PLATE %" DIA, HILTI PINS OR CUT NAILS AT 12" O.C. NON BEARING NT, FRAME WALL SECTION P.T. 2xb WOOD JAMB ANCHOR TO BLOCKTRACK SEE DETAIL '-';GARAGE DOOR x 2" TRIM FINISH PER, ELEVATION 65 VERT, BAR ON POURED CELL, JAMB AT GARAGE DOOR LIMITING HEIGHTS OF STUDS SIZE + 2 GRADE WOOD STRUCTURAL NOTES: BLOCKING 0 OF ROWS MAX. HT. 2x4 SPRUCE FIR 16 NONE 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW, 2x4 SPRUCE FIR lb" DAMAGED WOOD NOT TO BE USED. 10'-0" 2x4 SPRUCE FIR 2.) ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) "2 OR TWO 12I -oil BETTER UNLESS OTHERWISE NOTED, (PRE -ENG, TRUSSES EXCLUDED) 12' THREE 3.) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT 2x4 SOUTHERN PINE lb" LEAST 4", STRUCTURAL DOUBLE PLATES TO BE NAILED 0 6" O.C. 13'-4" 2x4 SOUTHERN PINE 4.) MAX, 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. THREE 15'-0" 5.) NAIL PATTERN -DOUBLE PLATE 12" O,C, OUTSIDE SPLICE ZONE 16" NONE -DOUBLE STUDS tv 12" O.C. 2x6 SPRUCE FIR 16 -DOUBLE OR TRIPPLE HEADER is 6" O.C. o EDGE 14'-4" 2xb SPRUCE FIR 612" O.C. INTERMEDIATE. THREE MSTA36 -HEADER TO STUD to 4" O.C.EA. HEADER MEMBER. 1b" THREE -STUD TO TOP OR BOTTOM PLATE: (2)16d THRU 2x6 SOUTHERN PINE 12' PLATE OR (2) lbd EA, SIDE TOE -NAILED TO PLATE, HETA16 (2 PLY) 2x8 SPRUCE FIR 6.) ROOF SHEATHING TO BE MIN, 15/32" PLYWOOD OR 1116" O.S.B. THREE HU52(o NAILED PER ROOF NAILING PATTERN DETAIL. 12' THREE 1.) GYP, BD. CEILING SHALL BE NAILED 0 1" O.C. WITH 5d NAILS, 2x8 SOUTHERN PINE 16" GYP, BD, WALLS SHALL BE NAILED t1) 8" O,C, WITH 5d NAILES 22'-4" 2x8 SOUTHERN PINE LIVE LOADS PER FBC R301- 4 TABLE 8301.5 THREE 241-011 A, ATTIC W/O STORAGE 10 PSF, 18-160 3480 B. ATTIC W/ LIMITED STORAGE 20 PSF, I - 5/8 x 8 A,B. 32 -16D SINKERS C. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF, A5U44 1-5/5 11 x 8" A.B. D. BALCONIES AND DECKS (EXTERIOR) 40 PSF. 2200 ABU66 E. FIRE ESCAPES 40 PSF. 12-1bD 2300 F. GUARDRAILS AND HADRAILS 200 PSF, 26 - IbD x 2 -1/2" 5/8" A.B. G. GUARDRAILS IN -FELL COMPONENTS 50 PSF. H2,5A 5 - 8D H. PASSENGER VEHICLE GARAGES 50 PSF, 415 H3 I. ROOMS OTHER THAN SLEEPING ROOM 40 PSF, 4-8D 455 J. SLEEPING ROOMS 30 PSF, 24 -100 x 1-1/2 WALL SHEATHING NAILING PATTERN A35 12 - SD x 1- I/2" USE ad COMMON NAILS... PANEL EDGES 4" O.C, 450 MGT AT TEARFUL SEGMENTS: 8" O.C, INTERMEDIATE 22 -IOD 3965 ELSEWHERE: PANEL EDGES b" O.C. 12 -100 x I - I/2' 12" O.C.INTERMEDIATE HDQS 1-118 DIA, A, 5, SECOND FLOOR NAILING : Sd 6" O.C. EDGES (GLUE i NAILU 8325 HGT-3 12" O.C. FIELD 16-100 10530 ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS, I - ATR 3/4 x 8 (TOP 4 FACE) 18-100 EXPAND METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-Y2" LONG, 11 GAGE NAILS MBHA NO 114") 1- ATR 3/4" x 8" (TOP 4 FACE) HAYING A %" HEAD, OR Y "LONG, 16 GAGE STAPLES, SPACED AT NO MORE THAN 6". 1885 WTSM16 LIMITING HEIGHTS OF STUDS SIZE + 2 GRADE O.C. SPACING BLOCKING 0 OF ROWS MAX. HT. 2x4 SPRUCE FIR 16 NONE 8'-0" 2x4 SPRUCE FIR lb" ONE 10'-0" 2x4 SPRUCE FIR lb TWO 12I -oil 2x4 SPRUCE FIR 12' THREE 14'-0" 2x4 SOUTHERN PINE lb" THREE 13'-4" 2x4 SOUTHERN PINE 12' THREE 15'-0" 2x6 SPRUCE FIR 16" NONE 2x10 12" O.C. 22'-9" MAX SPAN 2x6 SPRUCE FIR 16 TWO 14'-4" 2xb SPRUCE FIR 12 THREE MSTA36 2xb SOUTHERN PINE 1b" THREE 11-0" 2x6 SOUTHERN PINE 12' THREE HETA16 (2 PLY) 2x8 SPRUCE FIR 16" THREE HU52(o 2x8 SPRUCE FIR 12' THREE 21'-0" 2x8 SOUTHERN PINE 16" THREE 22'-4" 2x8 SOUTHERN PINE 12 THREE 241-011 WOOD SPANS RAFTER SPANS CEILING JOISTS SPANS FLOOR JOISTS SPANS 2x612" 9 O.C. 14All MAX SPAN 2x412 D.C. 9'-5'1 MAX SPAN 2xi212 O.C. 23-4 MAX SPAN 2x6 lb�� O.C. 13'-5" MAX SPAN 1 2x416�� O.C. 8,41 MAX SPAN 2xi2 Ib" O.C. 214MAX SPAN 2x6 24" O.C. 11'-9" MAX SPAN 2x4 24" O.C. 14" MAX SPAN 2xi2 24" O.C. 164" MAX SPAN 2x8 12" O.C. 194" MAX SPAN 2x6 12" O.C. 14'-9" MAX SPAN 2x1012" O.C. 19'-I1" MAX SPAN 2x8 Ib" O.C. 11'-9" MAX SPAN 2x6 16" O.C. 12'-11" MAX SPAN 2x1016" O.C. 11'-3" MAX SPAN 2x8 24" O.C. 13'-2' MAX SPAN 2x6 24" O,C, 104" MAX SPAN 2x10 24" O,C, 14'-1' MAX SPAN 2x10 12" O.C, 24'-10" MAX SPAN 24 12" O.C. 10'-2" MAX SPAN L5TAI2 2x10 I6" O.C. 22'-1" MAX SPAN 2x8 16" O.C. 16'-1" MAX SPAN 805 2x10 24" O.C. 18'4' MAX SPAN 26 24" O.C. 13'-1" MAX SPAN :z: 2412" O.C, 2b'-1" MAX SPAN 2x10 12" O.C. 22'-9" MAX SPAN 22-100 2x12 Ib" O.C. 2b' -I" MAX SPAN 2x10 16" O.C. 19'4" MAX SPAN LSTA3b 2x12 24" O,C, 214" MAX SPAN 2x10 24" O,C, 16'4" MAX SPAN 1640 CONNECTOR SCHEDULE MODEL FASTENERS UPLIFT (133) SPI 6-100 4 -IOD 565 6P2 6 -IOD 6-I0D 890 5P4 b -IOD x 1-1/211 Q 135 MT612 14-101) x 1-1/2" � 1000 MT620 14-10D x 1-1/2 (a19 1000 L5TAI2 10-I00 j- O 805 LSTA24 16-101) :z: 1235 LSTA30 22-100 M 1640 LSTA3b 26-lOD In 1640 MSTA36 26-1OD N 2050 HETAIb (I PLY) 10 -IOD x 1-112 0 1805 HETA16 (2 PLY) 9-16D 1810 HU52(o 14-160 6-161) 1550 HGU626-2 20-161) 8-161) 2325 FGTR 2 -112 x 5 TITEN 18 -SDS 1/4 x3 5000 HTTIb I - 5/8" x 8" A B. 18-160 3480 HTT22 I - 5/8 x 8 A,B. 32 -16D SINKERS 5250 A5U44 1-5/5 11 x 8" A.B. 1241) 2200 ABU66 1- 5/811 x all A.B. 12-1bD 2300 HTT5 26 - IbD x 2 -1/2" 5/8" A.B. 5090 H2,5A 5 - 8D 640D 415 H3 4 - SD 4-8D 455 HTS20 24 -100 x 1-1/2 1450 A35 12 - SD x 1- I/2" 450 MGT 1- 5/8 x 8 A,B, 22 -IOD 3965 6PH4,6PH6,SPH8 12 -100 x I - I/2' 1360 HDQS 1-118 DIA, A, 5, 20 - SDS 1/4"x3" 8325 HGT-3 2 -1/8" DIA. A.B. 16-100 10530 MBHA I - ATR 3/4 x 8 (TOP 4 FACE) 18-100 3145 MBHA NO 114") 1- ATR 3/4" x 8" (TOP 4 FACE) 18-100 1885 WTSM16 4 -1/4 x 2 -1/411 TITEN 8-100 1115 HUC412TF Ib - 3/16' x 2 -I/4' TITEN b -IOD 1125 M6TAM36 8 - I/4 x 2 -1/4 TITEN 13 -IOD 1810 HUC(o12TF Ib - 3/16" x 2 -1/4" TITEN 6-100 1125 DTC 4-6D 2-80 { ALL STRAPPING HARDWARE TO PT LUMBER TO BE GALVANIZED WEEP SCREEDS: A MINIMUM 0.019 INCH NO 26 GALVANIZED SHEET GAGE) CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 32" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TMC 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVE AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. 5/8" NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION NOTE: I. ALL EXTERIOR ACCESSORIES SHALL BE PVC MATERIAL CONFORMING TO ASTM STANDARDS 01184, C926, CI063 AND 04216, 2, CAULK ALL BUTT JOINTS, ENDS, ANGLES AND INTERSECTIONS AT TIME OF INSTALLATION. WOOD BASED EXTERIOR SHEATHING - OSB (3) 15 * FELT DRAINAGE PLANE ® PAPERBACK LATH (1) 1/8" NOMINAL STUCCO THICKNESS OR SIDING DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY INSULATION 02 EXPANSION JOINT 1D MEMBRANE STRIP COVERING WOOD FRAME / MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP 5T-20 XL - 9" WIDE, TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL CEMENTITIOUS FINISH PLASHING DETAIL -0 CONC, 1 FRAME INTERFACE SCALE: NT5 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL STH, EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED - 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 DETAILS W O .. U � N N O L6�M T C'V �1 Q O W v � � J u. W W (a19 O 1 Lu j- O _3 W :z: WE o M a H U W In E N NZ O 0 1 - U- DETAILS SHEET MICHAEL BAKEIR, SK FL. LIC. N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-062 W m .. Z W N N O L6�M Oct Q W v � � J u. W W (a19 O 1 Z ZO ti W O IL L6 oc M a H W In E N z SHEET MICHAEL BAKEIR, SK FL. LIC. N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-062 O A w O __j CUa�� v E O z as U- O a xQ 0- o SHEET MICHAEL BAKEIR, SK FL. LIC. N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-062 l MOLD DOWN ANALYSIS UPLIFT ROOF VENT5 1-0 1) ALL CONNECTORS t FASTENERS TO BE SIMPSON, 1, VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE 2) CMU TO ROOF TRUSS - META16 W/ 9 - 10d x 11/2" EA. 1450" (133) LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO (000" (133) 4) MISSING STRAP CMU TO ROOF TRUS5 W/ SIMP. HTSM16 DICTATE LOCATIONS (8-10d TO TRUSS, TO CMU (4)1/4"x 2-1/4" TAPCONS) 11154 (133) 2. VENTILATION t0 MEET OR EXCEED REQUIREMENTS IN NOTE CONT, 2X6 FBC 2010 RESIDENTIAL EDITION, TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMEN 3, ROOF VENT AREA FORMULA: MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT 2X45 124" O.C. 1,695 SQ, FT, OF CLG.= 11 AREA OF FREE VENTILATION REQ'D. RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA GABLE WEB BRACING ► 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND PER TRUSS MANUR GABLE END SHEATHING 4. VENTILATION t0 BE RIDGE OR OFF RIDGE VENTING TO � H CO OVER �WRAP C154 MATCH EXISTING, TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE OVER FELT OYER HOUSE MOLD DOWN ANALYSIS UPLIFT UNLE55 NOTED OTHERWISE: 1-0 1) ALL CONNECTORS t FASTENERS TO BE SIMPSON, DIAGONAL AS SHOWN, FASTEN ROOF 2) CMU TO ROOF TRUSS - META16 W/ 9 - 10d x 11/2" EA. 1450" (133) 3) FRAME t0 ROOF TRUSS - H2,5A W/ 5 - 8d x 11/211 EA, (000" (133) 4) MISSING STRAP CMU TO ROOF TRUS5 W/ SIMP. HTSM16 � 6 O.C. (8-10d TO TRUSS, TO CMU (4)1/4"x 2-1/4" TAPCONS) 11154 (133) 7/16" OSB, SHEATHING 2x4 BLOCKS, l2) U NAILS EA. ( SEE NOTES FOR NAILING REFER TO PLANS FOR PATTERN ) �� EXACT SIZE OF O.H. END, BLOCK ADJACENT BAYS 9 EA, 1-0 V 4-3/16" HEEL DIAGONAL AS SHOWN, FASTEN ROOF BRC. 2� Tbd NAILS PROVIDE SHEATHING TO BLOCKS w/8d NAILS SQUARE CUT P 4� O GABLE TRUSS � 6 O.C. UNLESS NOTED ON LAYOUT. ALL HANGERS ARE HU82(o IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS NOTE CONT, 2X6 CLARIFICATION„5TOP..AND CALL THE DESIGN PROFESSIONAL LISTED TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMEN IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT 2X45 124" O.C. PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA GABLE WEB BRACING l51 Ibd NAILS DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND PER TRUSS MANUR GABLE END SHEATHING BRACE T0 BLOCKING � H CO OVER �WRAP C154 AND ALL CORRECTIONS, IF NEEDED, t0 BE MADE BEFORE ANY TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE OVER FELT OYER HOUSE WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.. ALL PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC OVER OSB (TYP,) PROVIDE 2x4 BRACE TO EA, ADJ. DIAGONAL FASTEN WOOD TRUSSES RECOMMENDATIONS" 16 ME" O.C. NAILING -PERIMETER- 6 w/(2)16d i INTERIOR -12" NAILS, REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR UNLESS NOTED OTHERWISE ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS SPLICE AS REQ'D. VERIFY SPANS, PITCHES, OVERHANGS, HEELS �� (2) SIMPSON A236EA, GABLE BRACING 141311 3-3/4 HOLO = BRACE TO PLT, 1/2" ANCHOR BOLTS O,C, MAX. 45 -FROM 407-321-1440 386-872-5098 / 352-557-4901 (MIN, 6" EMBED) MIN, 6" FROM HORIZONTAL (+/-10•) f EA, END AND 32" O.C. MAX, BRACE NOT REQUIRED 6' o 2535 POINSETTA ,AVENUE FROM EAVES. DATE DRAWN BY JOB NUMBER x LSTA-12624" O.C. BOT, OF PLT, TO RTW 16602 GABLE TRUSS, ATTACH STRAP TO PLT. PT 2X8 PLT,, CANT. FOR CLG, BEFORE PLT. 15 INSTALLED NAILING SURFACE W/ 1/2" DIA, ANCHOR BOLTS 9 32" O,C, PROVIDE 16d NAILS GABLE END TRUSS TO P1.1,012" O.C. MAX. EXISTING CMU WALL GAE3LE END CONNECTION DETAIL SCALE: 3/4". I'-0" 0 G O 18'8” _6 * 514" 30 1 L fROOF FRAMING PLAN SCALE: 1/4":1'-0" C-4 t Ln <r v SHINGLE LOADING 139 m.p.h. WIND NOTICE TO 5UILDEER OR OWNER EXPOSURE C 6 V 4-3/16" HEEL IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS BRC. 2� 16" ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED SQUARE CUT TYPICAL TRUSS END PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. UNLESS NOTED ON LAYOUT. ALL HANGERS ARE HU82(o IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR CLARIFICATION„5TOP..AND CALL THE DESIGN PROFESSIONAL LISTED TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMEN IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-IS55 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. (PITCHES t DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY CONVENTIONAL FRAMING, ERECTION AND/OR P1=RMANENT BRACING 15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE AND ALL CORRECTIONS, IF NEEDED, t0 BE MADE BEFORE ANY TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.. ALL PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, CONTRACTORS TO COMPLY WITH ALL CURRENT t APPLICABLE WOOD TRUSSES RECOMMENDATIONS" (BCSI 2006) FOR FURTHER INFORMATION. CODES. POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED 0 G O 18'8” _6 * 514" 30 1 L fROOF FRAMING PLAN SCALE: 1/4":1'-0" C-4 t Ln <r v SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE C 6 V 4-3/16" HEEL 3 BRC. 2� 16" OVERHANG SQUARE CUT TYPICAL TRUSS END ALL SEAMS 5Y OTHERS UNLESS NOTED ON LAYOUT. ALL HANGERS ARE HU82(o UNLESS NOTED ON LAYOUT. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSE TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMEN AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-IS55 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR P1=RMANENT BRACING 15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES !k ACCU-SPAN TRUSS CO. 407-321-1440 386-872-5098 / 352-557-4901 LONGWOOD ORMOND BEACH / MASCOa CUSTOMER HEATHROW coN5TRUCTION CORP. JOB NAME 1695 MODEL LOT/BLK/SUBDI V 2535 POINSETTA ,AVENUE SCALE DATE DRAWN BY JOB NUMBER x RTW 16602 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED - 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R15K CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 161.40 n • n!n� W O .. V No b' ti o LL 'Q aN a o� W V E PM I J LL W U (a Ix Z Z � r U o Lu orwi�aa OC w E u O N !_l_1 • FRAMING PLAN 5 rr n!n� W .. Z W ti o LL 'Q aN a M W V E PM I J LL W Y.1 (a Ix Z Z W W � U. Z orwi�aa �- w W N ig w � A E W Ua � a orwi�aa �- w ct)�wzM� U D a x SHEET 7 MICHAEL BAK%SR. FL. LIC, " AR001 82 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 SP4 OR BENT OVER L5TA24 DOUBLE TOP PLATE FIGURE I: FLASHING INSTALLATION OR 5P2 6 32" D.G. MINIMUM WALL AND HEADER STUD REQUIREMENTS FLASW NG INSTALLATION 7. UPLIFT CONNECTION REQUIREMENT ASPHALT SEALANT: WALL SHEATHING WHERE ROOF MEETS VERTICAL WALL BOTTOM CHORD OF EXTEND MIN. OF 6 � MTL. CRICKET A5 DOUBLE TDP PLATE SEE STRAPPIROOF NG � �' POINTSTA (TOP AND BOTTOM OF OUTSIDE OF FLASHING GALY• L HEADER STUDS, UPLIFT CONNECTION B rCRIPPLE L FLASHING SPECIFIED CRIPPLE SP4 OR BENT OVER BY PLAN IS REQUIRED AT EACH END OF HEADER - z ROOF SHINGLES ROOF CRICKET: TEXTURED, PAINTED ASPHALT BASED LSTA24 G EA. STUD Ji„Y.�Yi�•i, >i. MIN: 3:12 SLOPE EXTER. WALL FINISH SEALANT APPLIED 11 AND AT BOTTOM OF HEADER SCUDS IN L5TA12 32 O.C. MAX. ADDITION TO CONNECTORS AT WALL (REQUIRED AT 6"XIS" H GALV, BEHIND FLASHING HEADER C -SYMMETRICAL z SEE HEADER SCHEDULE I ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. = AND EXTENDING A STUDS LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE s : PLASTER STOP FULL LENGTH WALL STUDS ROOF VERTICAL RISE OF A A DIYERTER SHINGLES FLASHING AT KNEEWALL FLASHING 6" X 18" H GALV. _ > FLASHING CONT. `" SEALANT DRIP EDGE - :. i' HEADER STUD —FASTEN STUDS TO :,i...>i w.i: ` ADJACENT ONES W/ ONE ' FLASHING DETAILS FASCIA �� :�� ;„ ::; NO CONNECTORS REQUIRED NOTE: THIS DETAIL IS REQUIRED STAGGERED ROW OF 16d, ROOFING FELTAT ALL VERTICAL WALL INTERSECTIONS 6" HORIZ. _ _ NAILS S 6" O.C. FIGURE 2: WALL FINISH WITH ROOF VALLEYS t ROOF CRICKETS, LASHING I I I I ' SP4 m EACH STUD i i 5P4 �+ EACH STUD I I 6" MAX. TEXTURED PAINTED / I I I I I I I I �. tvtminfl II I A I i tn.nci i —1 x t° MA Unsupported Wall Hei ht Stud Spacing 10' 12 in. or less 16 in. 181 24 1n. greater 12 in. than 101 16 in. 2 24 in. Maximum Header Span (ft,) 31 61 91 121 151 181 Number of Header Studs Supporting End of Header 1 1 2 2 2 2 Number of Full -Length Studs at Each End of Header CLARIFICATION..STOP..AND CALL THE DESIGN PROFESSIONAL LISTED �.J IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED W � 2 2 3 3 3 3 1 2 2 2 2 2 2 2 3 4 5$ 2 2 3 3 4 4 1 2 2 2 3 3 R �. :` ` " . HOLD EXTERIOR FLASHING DETAIL AT CRICKET i ::'•:: C C " w. • K : .r•r :k•'::r.:�. = ri •=`• FINISH 2" ABOVE KNEEWALL INTERSECTION :: a •+ w M w " •' .. �.N A.�...,:r...w. •�•: :.: � � •� ROOF //'�� ...... ' K K":: �L K � KKK r. A: K ':: � K• :: t •...:• MAX. S' -VII K....wILKKK. I w w w .w.w KKriwwwwKK� Ka 'A:K',`: FLASHING t w" . �: • K ALK : �'. K : :: ~• w.' 5.:.::.:�.:: 1 I 11 A : (2) LSTA24 =' �:'� �` .. UNLESS OTHERLUISE NOTED EOR UP TO 8'-0" SPAN K K l K � -: B - SIMPSON SP4 OR BENT OVER w u.. TYPICAL FRAMING AND CONNECTORS ANT LSTA24 STUD/PLATES CAULKING x•' ° : >'- � FOR OPEN INr'�50NDOWS/DOORS C - 1l2" DIA, X 8" a.B. t6" MIN, EMB.) W/2" WASHER <>.; A:•K NAIL SHINGLES W/ II OR 12 GAUGE ROOFING Rte° :Y > FOR EXTERIOR OR INTERIOR LOAD BEARING WALL E END OF WALL, 32" O.C. FLANKING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. . EA. OPENING, AND TWO CORNERS. (TYP.-U,N,O.) ASPHALT SEALANT: EXTEND MIN. 6" ABOVE 3�° jalley by centering Z`o��h� FLASHING 6 TO 12" "s °` o� pp ertainTeed interGuard -, o�°c, col \zz PER PLAN aterproofingg Shingle °°reoa��'OOo 0 o�"�t VALLY FLASHING'� pQtiS 6" HIGH EC nderlayment or "Osjb,, ••ey 5`� Ood� 4 Fa9P ROOFING S.S.: 26 ga. LL gtPF ,� pF 5� D, HIGH R \ quivolent dig ctly to �� <s° ase (Se Es aW ck. Rake '� ��` �`� cam'` Mega GALV. = 26 ga (ZINC COATED G90) 3 C� FLASHING 2�a `°J� UNDERLAYMENT GALV. 'L' FLASHING Dip ,g, o not nail within Edge � ,'�• • Ems` � DECKING TYPICAL' 6" of Embed,, each shingle 9 --ROOFING FELT valley centerlin in a 2 widg strip of asphalt LL raging cemen . Save 7" piec•OL,��� DRIP EDGE cut 2" se in 5th Cou 0 diagonally off pper orner of tnm ed FASCIA CONTINUOUS TOP LAYER OF UNDERLAYMENT FIGURE 3: CORNER DETAIL cut shingles 2" back from valley centerline 1=L;4SH I NG DEI ,4 I LS SEE WALL SECTIONS SCALE :NTS VALLEY FL,45HING DETAIL DRIP GE UNDERLAYMENT DETAIL SCALE : 3" -1'-0° SCALE : 3" =1'-0" ROOFING WALL PER PLAN COMPATABLE NAILS UNDERLAYMENT 2x6 RAFTERS IV 24" O.C. UP TO 5"x5" METAL FLASHING AT MIN 12" o.C, a ��� 11'-0" SPAN: FOR LONGER SPANS w/TAR BETWEEN SEE CONVETIONAL FRAMING 2x RIDGE BOARD X FLASHING AND SHINGLES NON-CORROSI E DRIP \,�_L �� ROOF SHEATHING RIDGE TO BE ONE SIZE CHART, SHEATHING "� ROOFING PER PLAN EDGE W/ MIN 2 LAP -6 JOINTSTRUS ESB OW EaTHE LARGER THAN RAFTER FRAMING 6° 5"x5" METAL FLASHING A PRIOR TO V LLEY RAMfN ANCHOR w/TAR BETWEEN= INET LATIO 7 �, FLASHING AND SHINGLES / I\ RUN KICKOUT FLASHING 6 1x2 PT WD PAST EDGE OF ROOF RIDGE ITOE NAILS ROOF PER PLAN FASCIA I VERTICAL SCAB � RIDDGG E BOARD END I 2'_0" TRUSSES OR RAFTERS, I I I I 2x4 NAILER$ P.) i I I I I I I OUT (TYP.) 2x VALLEY FRAMING (TVP.) BEVEL T CONT. 2 x 4 HAILERS (TYP,) p WALL /� �I � 1"IIIV DETAIL TYPICAL R00� I 0 WALL ���51"IIN� DETAIL DRIP �D�� DETAIL �I� � I I I I I I I I (2) I/4" DIA, x 3-1/4" LAG SCREWS 0 48" D.C. TYPICAL I Y ICAL ROOF TO WALL L S G DE 1. SECTION A To EVERY OTHER TRUSS OR RAFTER SCALE : 3" =1'-0" SCALE :311 :1'-0" (PLAN VIEW) SCALE :3" =11-0" a 2x o.2, No. IS SP RIDGE BOARD COMMON TRUSS 28-0MAX. N7 RE:LD PRA IED VALLEY DETAIL END NOT EXPOSED TO WIND ROOF EDGE N.T.s, TOP CHORD BLOCKING a 4'-0" 0 C MAX IN FIRST 3 FRAMING SPACES a EA. END ROOF EDGE NOTE: 0 I- TRUSSES TD BE SHEATHED PRIOR TO VALLEY FRAMING OR NIP 2- CONN, 2x4 NAILER TO ROOF W/2- 1/4" 0 X 3 1/4" LAG SCREWS F(D Q e 2x RIDGE BOARD a _ a 48" O.C. - TO EVERY OTHER TRUSS OR RAFTER _ E3 5' © RIDGE I RIDGE TO BE ONE SIZE VERTICAL SCAB IP 48 O.C. 3- CONN, 2x VALLEY FRAMING TO CONT. 2x4 a ONE END AND :z:_ ® (MAX.) W/ 4-10d NAILS LARGER THAN RAFTER 2x8 RIDGE BOARD I OTHER END USING SIMPSON A-35 FRAMING o — TOP AND HURR, CLIP 6 BOTT, ANCHOR (OR EQUIV.) in � � @1 SIMPSON A35 Ea. RAFTER 4 ©,'` O ®y © 2x RAFTER 4- ATTACH 2x4 VERT. SCAB TO 8,12 AND 16 VALLEY FRAMING 4-10d NAILS SPACED 6 48 O.C, MAX. AND CONN, W/4 16d NAILS i TOP AND FRAMING ANCHOR HURR, CLIP A34 a BOTTOM BUILDING LENGTH ZONE I EDGES is TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O,C, SIMPSON A35 IM SON A34 SIMP60N A34 01 2 EDGES @ TRUSSES 6 O.C. AND INTERMEDIATE TRUSSES 6 O.C. 6 EA. END 5- VALLEY SECTION SWEATED AFTER FRAMING ROOF SHEATHING LAYOUT ZONE 3 EDGES a TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN NOTE: THIS STRUCTURE HAS SEEN DESIGNED TO MET OR EXCEED THE WIND LOAD REQUIREMENTS OF SHEATHING SHALL BE FASTENED WITH MIN. 08 GUN NAILS �� " " THE 2014 FLORIDA BUILDING: CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND FOR GABLE END FRAMING ONLY gooE155E$ 2)TO EVERY OTHER TRUSS OR RAFTERD�C� INCLUDING ASCE 1-10. j�� J� j�I J� I. WIND SPEED : 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH NASD). R00; l A I L I l V PTf'�'t 11, 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) DRYWALL CEILING 3. WIND EXPOSURE = CATEGORY C NTS 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT a EXPOSURE ADJUSTMENT COEFFICIENT 161.40 n � NOTICE TO 51JILDE:R OR OWNER IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED v �a PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT TNI$ PROJECT. O � T N IN THE EVENT THAT 50METWING IS UNCLEAR OR NEEDS M W CLARIFICATION..STOP..AND CALL THE DESIGN PROFESSIONAL LISTED �.J IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED W � PROFE56IONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO o z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS w (L (PITCHES t DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY OU � C) AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY U � WORK IS DONE AND TRUSSES ARE CONSTRUCTED,, ALL W CONTRACTORS TO COMPLY WITH ALL CURRENT t APPLICABLE CODES, N IN FIRST 3 FRAMING SPACES a EA. END ROOF EDGE NOTE: 0 I- TRUSSES TD BE SHEATHED PRIOR TO VALLEY FRAMING OR NIP 2- CONN, 2x4 NAILER TO ROOF W/2- 1/4" 0 X 3 1/4" LAG SCREWS F(D Q e 2x RIDGE BOARD a _ a 48" O.C. - TO EVERY OTHER TRUSS OR RAFTER _ E3 5' © RIDGE I RIDGE TO BE ONE SIZE VERTICAL SCAB IP 48 O.C. 3- CONN, 2x VALLEY FRAMING TO CONT. 2x4 a ONE END AND :z:_ ® (MAX.) W/ 4-10d NAILS LARGER THAN RAFTER 2x8 RIDGE BOARD I OTHER END USING SIMPSON A-35 FRAMING o — TOP AND HURR, CLIP 6 BOTT, ANCHOR (OR EQUIV.) in � � @1 SIMPSON A35 Ea. RAFTER 4 ©,'` O ®y © 2x RAFTER 4- ATTACH 2x4 VERT. SCAB TO 8,12 AND 16 VALLEY FRAMING 4-10d NAILS SPACED 6 48 O.C, MAX. AND CONN, W/4 16d NAILS i TOP AND FRAMING ANCHOR HURR, CLIP A34 a BOTTOM BUILDING LENGTH ZONE I EDGES is TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O,C, SIMPSON A35 IM SON A34 SIMP60N A34 01 2 EDGES @ TRUSSES 6 O.C. AND INTERMEDIATE TRUSSES 6 O.C. 6 EA. END 5- VALLEY SECTION SWEATED AFTER FRAMING ROOF SHEATHING LAYOUT ZONE 3 EDGES a TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN NOTE: THIS STRUCTURE HAS SEEN DESIGNED TO MET OR EXCEED THE WIND LOAD REQUIREMENTS OF SHEATHING SHALL BE FASTENED WITH MIN. 08 GUN NAILS �� " " THE 2014 FLORIDA BUILDING: CODE RESIDENTIAL 5TH, EDITION SECTION 8301 DESIGN CRITERIA AND FOR GABLE END FRAMING ONLY gooE155E$ 2)TO EVERY OTHER TRUSS OR RAFTERD�C� INCLUDING ASCE 1-10. j�� J� j�I J� I. WIND SPEED : 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH NASD). R00; l A I L I l V PTf'�'t 11, 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) DRYWALL CEILING 3. WIND EXPOSURE = CATEGORY C NTS 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT a EXPOSURE ADJUSTMENT COEFFICIENT 161.40 n � W � O .. v �a ti O � T N QN M W �.J W W � M o z �o w (L O OU � C) oC U � a U) W to N DETAILS SHEET \1 MICHAEL BAKER, SR.` FL, LIC, N AROou182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 W � O .. z 0 W ti O � � Q QN M W �.J W W U� E o z �o w U) W � OU � C) oC > M a U) W to N SHEET \1 MICHAEL BAKER, SR.` FL, LIC, N AROou182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 � w O A E w C) ~� > ago cn�wz�� c'> Q p' 1 O Q v A iL o SHEET \1 MICHAEL BAKER, SR.` FL, LIC, N AROou182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 6 m LINTr=L f=L,4N GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 05 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, UXO, 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA, END LINTEL NOTES NIGH STRENGTH PRECAST AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION P.O. Sox 24561 Tanpa, Florida 33623 Phone: 813621-4641 IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS LINTEL NO, TYPE 0133714 M ATMIALS TYPE COMMENTS/ I, F'C PRECAST LINTELS = 3500 PSI, �F M 2'-1011 2, FIC PRESTRESSED LINTELS - 6000 PSI, OF3240 L-2 3, Ft GROUT - 3000 PSI W/ MAXIMUM 3/811 AGGREGATE, 41-611 8F1618/IT 4, CONCRETE MASONRY UNITS (CMU) PER ASTM CSO W/ L-3 6039 MINIMUM NET AREA COMPRESSIVE STRENGTH =1900 PSI, F16 15/1T 10412 5, REBAR PROVIDED IN PRECAST LINTEL PER ASTM A615 GR6O, 3166 4413 6039 1526 9004 10412 11-611 FIELD REBAR PER ASTM A615 GR40 OR GR60, 1651 L-5 61 PRESTRESSING STRAND PER ASTM A416 GRADE 11111 8F1618/IT 210 LOW RELAXATION, DL -1 5644 11 1/32 WIRE PER ASTM A510. 8F14 18/1T 5'-411 (64") PRECAST 8. MORTAR PER ASTM C210 TYPE M OR S, V23 1301 GENERAL INSTALLATI0N NOTES 2311 2826 1, PROVIDE FULL MORTAR HEAD AND BED JOINTS, 3846 1665 2889 5051 60% 5400 6424 2, SHORE FILLED LINTELS AS REQUIRED, 1'-6' (90") PRECAST 161 31 INSTALLATION OF LINTEL MUST COMPLY WITH THE 1615 2385 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 2439 2886 4, LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE 1029 1615 2610 3839 55% 6613 5041 ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND 5-3 632 GROUTING, 1469 1210 5, ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, P54 2021 EXCEPT LINTELS 111411 AND LONGER WITH A NOMINAL HEIGHT OF 3121 104" (126") PRECAST 811 MEET OR EXCEED L/180. 482 802 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE 915 1122 BOTTOM OF THE LINTEL CAVITY, 1535 656 1025 1514 2081 2114 3130 1, 1/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM 11'-4' (136") PRECAST 445 STEEL FOR MECHANICAL ANCHORAGE. 935 1365 8, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE 23% NOTES: PLACE 4" CMU CAP COURSE ON TOP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT. LINTEL IN LIEU OF CONCRETE MASONRY UNITS, 598 935 1365 1854 2441 3155 4044 S, SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS 362 421 PER ACI 316 AND ACI 530 1028 1331 SAFE LOAD TA5LE NOTES 1224 1418 1, ALL VALUES BASED ON MINIMUM 4" BEARING, EXCEPTION: SAFE 2920 513 409 682 1004 1361 1631 1891 LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF 165 201 BEARING LENGTH IS LESS THAN 6-1/2", SAFE LOADS FOR ALL 401 490 RECESSED LINTELS BASED ON 8" NOMINAL BEARING. b61 N.R. 2. N,R, - NOT RATED, 3, SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD 165 239 363 550 1% 940 IIbO ON THE SECTION SPECIFIED. 4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL, 6. ONE "1 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 1, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT, 6, FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT, 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, AREAS OF BLOCK ASV. MAS0NRY OPENINGS ARE TO 5E GROUTED SOLID TO TIE SEAM. 1, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED 2, (1) 65 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABY. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN, 811 BEARING EA, END m LINTr=L f=L,4N GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 05 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, UXO, 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA, END NOTICE TO BUILDER OR 0WNER NIGH STRENGTH PRECAST AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION P.O. Sox 24561 Tanpa, Florida 33623 Phone: 813621-4641 IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS LINTEL NO, TYPE 0133714 ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED TYPE COMMENTS/ PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, �F M 2'-1011 IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS OF3240 L-2 CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED 41-611 8F1618/IT IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED L-3 6039 PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO F16 15/1T 10412 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS 3166 4413 6039 1526 9004 10412 11-611 (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY 1651 L-5 AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 11111 8F1618/IT WORK IS DONE AND TRUSSES ARE CONSTRUCTED„ ALL DL -1 5644 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE 8F14 18/1T 5'-411 (64") PRECAST CODES. V23 1301 m LINTr=L f=L,4N f LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL, (t) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. NOTE: ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, TYPICAL LINTEL LEG ND T'I'PS DESIGNATI0N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT FBOTTOM OF LINTEL CAVITY 8FI(o-113/lT NOMINAL WIDTH L QUANTITY OF 05 REBAR AT TOP NOMINAL HEIGHT 45 REBAR AT fits MIN, (1) REQ'D -1/2" CLEAR a° a C,M,U, 3° A Z q C o ° ° GROUT !, z "5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVIBION OF FLORIDA ENGINEERED CONSTRICTION PR0=T6 CORPORATION P.O. 59, 24%1 Tsipa > -tcla 33676 Phone, =,P -4641 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS 4^wr-4mm GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 05 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, UXO, 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA, END W NIGH STRENGTH PRECAST AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION P.O. Sox 24561 Tanpa, Florida 33623 Phone: 813621-4641 LINTEL SCHEDULE LINTEL NO, TYPE 0133714 LENGTH TYPE COMMENTS/ L-1 �F M 2'-1011 8F1618/IT OF3240 L-2 BF32-15 41-611 8F1618/IT 3166 L-3 6039 51-411 F16 15/1T 10412 L-4 3166 4413 6039 1526 9004 10412 11-611 6FI618/IT 1651 L-5 1913 11111 8F1618/IT 4149 DL -1 5644 41-611 8F14 18/1T 5'-411 (64") PRECAST 1184 V23 1301 1809 2311 2826 3336 3846 1665 2889 5051 60% 5400 6424 1450 1'-6' (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 55% 6613 5041 91-4' (112") PRECAST 5-3 632 1049 1469 1210 1482 P54 2021 16B 12V 1818 2544 3469 4030 3121 104" (126") PRECAST 45b 482 802 1125 915 1122 1328 1535 656 1025 1514 2081 2114 3130 2404 11'-4' (136") PRECAST 445 598 935 1365 1854 23% NOTES: PLACE 4" CMU CAP COURSE ON TOP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT. f LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL, (t) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. NOTE: ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, TYPICAL LINTEL LEG ND T'I'PS DESIGNATI0N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT FBOTTOM OF LINTEL CAVITY 8FI(o-113/lT NOMINAL WIDTH L QUANTITY OF 05 REBAR AT TOP NOMINAL HEIGHT 45 REBAR AT fits MIN, (1) REQ'D -1/2" CLEAR a° a C,M,U, 3° A Z q C o ° ° GROUT !, z "5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVIBION OF FLORIDA ENGINEERED CONSTRICTION PR0=T6 CORPORATION P.O. 59, 24%1 Tsipa > -tcla 33676 Phone, =,P -4641 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS 4^wr-4mm W GRAVITY LATERAL TYPE 0133714 SU8 W-0 OF12-0B BF&M �F M W4-06 MM OF3240 8F8d8 M -IB BFI6-I9 SFX118 8FZ4-8 8FS-IB BF32-15 2'-10' (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 44" (54") PRECAST 1651 1181 1913 2651 3403 4149 48% 5644 2110 4021 6039 1526 9004 10412 %68 5'-411 (64") PRECAST 1184 V23 1301 1809 2311 2826 3336 3846 1665 2889 5051 60% 5400 6424 1450 1'-6' (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 55% 6613 5041 91-4' (112") PRECAST 5-3 632 1049 1469 1210 1482 P54 2021 16B 12V 1818 2544 3469 4030 3121 104" (126") PRECAST 45b 482 802 1125 915 1122 1328 1535 656 1025 1514 2081 2114 3130 2404 11'-4' (136") PRECAST 445 598 935 1365 1854 23% 1193 2015 598 935 1365 1854 2441 3155 4044 13,41 (1601,) PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 16% 2343 2920 513 409 682 1004 1361 1631 1891 191-4" (232") PRESTRESSED 165 201 313 401 490 518 b61 8" PRECAST 4 PRESTRESSED U -LINTELS 4^Wr-44R9M W UPLIFT LATERAL LATERAL TYPE LENGTH M -R F24 OP64T MLlr BF24-IT SHIT SF32-IT BUB BFS er-bzr sFl2Z F10T 8F20 -2T 6F24.2r 61,267 sm-2r 2'•10" (34„) PRECAST 2T21 2618 4101 5332 6569 1811 9055 2021 2021 2171 2184 3981 5190 6401 1630 8851 41.6„ (54') PRECAST 1660 1162 1 2501 3251 1 4010 4161 1 5525 121 fi 1660 1105 1 2435 3T11 3913 46% 5406 5-411 (6411) PRECAST 13930 1484 1 2110 7141 3315 4010 4648 485 1481016 1438 1855 2343 2920 1393 1431 2050 2610 3293 3920 4549' T -b" (90") PRECAST 9590 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 91.411 (IV") PRECAST 6010 b12 9B0 1269 1%0 052 2144 454 630 801 1 155 1192 1550 1910 2711 2634 104'(12b") (12611) PRECAST 1160 498 193 1071 1261 14% 1131 396 493 116 611 1039138e 1111 2034 2358 114' (130) PRECAST 6660 439 6% 899 1104 1309 1515 363 556 666 535 905 1295 1595 0% 2198 134 (16011) PRECAST 5000 340 1 532 686 1 641 991 1153 301 398 513 409 682 1004 1361 1631 1891 191-4" (232") PRESTRESSED 165 201 313 401 490 518 b61 N.R. 204 165 239 363 550 1% 940 IIbO OREDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS C W GRAVITY LATERAL TYPE LENGTH BRUb ER -M 6RNOM 80Fl4-0B MO -M BRMM W26 09 ORF30-0H IRF6-113 OW1045 N FI4-IB 8RF16-I15 ORF224B ! B WPO -15 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1821 349 4982 6411 1941 9416 10816 1-6" (9011) PRECAST 665 161 131T 2252 15% 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 11'41 (136") PRECAST 362 421 126 1028 1331 1635 1214 1418 485 1481016 1438 1855 2343 2920 Bl4„ (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 811 PRECAST W/ 2" RECESS DOOR U -LINTELS Cpm W UPLIFT LATERAL TYPE LENGT1i MHT WO -R WF14-17 WF&Tr Mn -IT WF26 r 8RF304 ERU6 BRF6 M -?T WO -7r ORF142T BREI -2T ORM2T OW,* -2T M30 -7r 4'-4" (52') PRECAST 244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 56% 1-b" (90') PRECAST 6w 691 1325 1610 2280 2153 3221 10 941 688 849 1302 1162 2225 2690 3151 II' 4" (136") PRECAST 5000 340 532 686 841 991 1153 OZ��a�a 398 513 409 682 1004 1361 1631 1891 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR IRR PROPER LINTEL WEIG6T,G.C, COORD DATE, LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH, 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED NOTE: THIS INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST -CRETE AND IT'S ENGINEERS, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIME OSIS. CONTRACTORS SHALL V9IFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED - 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15.18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 0- W w - on oc z O W >N N O LLQ 1� a a M v HLL ., W W Ig o Lu -q- Cn v W :z U6 o to U W 4 N l� E OZ��a�a LINTEL PLAN DETAILS r��� W on oc z O W >N N O LLQ 1� a a M v HLL ., W W Ig o z Zo W to W O U6 to W N SHEET MICHAEL BAKE6R. 11 FL, LIC, N AR0011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-5662 tv�i z 0 A E W C)a>o�o E OZ��a�a LL- Q a Q a � � 0- o SHEET MICHAEL BAKE6R. 11 FL, LIC, N AR0011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-5662 tv�i ELECTRICAL SYMBOLS } LIGHT -Q TELEPHONE JACK TRIP RECESS LIGHT TRIP BELL SYMBOL CIRC, FLOPD LIGHT 05,p.4C4. SMOKE 4 CO2 SENSOR DETECTOR CQMBQ �p SWITCH E3 TELEVISION $3 THREE WAY SWITCH e EXHAUST FAN 20 DUPLEX OUTLET 4 ELECTRICAL METER 4�-= DUPLEX SPLIT WIRED OUTLET BLK DISCONNECT GEN, LIGHT 4 RECEP, TRIPLE OUTLET I FLOOR OUTLET 20 TRIPLE SPLIT WIRE OUTLET v ELEC, DISTRIBUTION PANEL ® SPECIAL OUTLET (220) GFI W,P. RECEPT TRACK LIGHTING BLK CEILING FAN DRYER THEATICAL STRIP 11 GFI W,P, RECEPT 20 CHANDELIER ELECTRICAL FANEL SCHEDULE ELECTRICAL PANEL SCHEDULE -120/240 VOLT -100 AMP - IPH - THREE WIRE CIRC, IDENTIFICATION TRIP COLOR TRIP IDENTIFICATION CIRC, I GEN, LIGHT 4 RECEP, 20 BLK 20 GEN, LIGHT 4 RECEP, 2 3 GEN. LIGHT 4 RECEP, 20 BLUE 20 GEN, LIGHT 4 RECEP, 4 5 GEN, LIGHT 4 RECEP, 20 BLK 20 GEN, LIGHT 4 RECEP, 6 1 BATH RECEPT, IG.F.I,) 20 BLUE 20 BATH RECEPT, (G.F,I,) 8 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE GFI W,P. RECEPT 20 BLK 30 DRYER 10 11 GFI W,P, RECEPT 20 BLUE 12 13 WASHING MACHINE 20 BLK L0 GFI W.P. RECEPT 14 15 GARAGE DOOR OPENER 20 BLUE 20 GARAGE DOOR OPENER 16 11 AIR HANDLER UNIT 60 BLK 30 CONDENSER 18 19 BLUE 20 21 SPACE BLK O - 0 - SPACE 22 23 SPACE BLUE SPACE 24 25 SPACE BLK SPACE 26 21 SPACE BLUE SPACE 28 29 SPACE BLK SPACE 30 31 SPACE BLUE SPACE 32 33 SPACE BLK SPACE 34 35 SPACE BLUE SPACE 36 KITCHEN 1717e MASTER SUITE FP LGT, 5ED,fRM-3 9'4” CLCD, FAK 1 C C:p OB.DA C.Q. BATH 02 S'41' cLG� HALL DRY. W,M, ,_ L, rl�Gj LAUNDRY T� LlN'A 9'-4” CLG, GFI ELECTRICAL METER ll� m © III 10.0 w GFI ° II Noor � CLC. \ FAN LCT, / WI,C, si A 11 CLC, O6II II A. C.O. 7 OSA. 4 CA. _ ---- LGT, FAN\ 5EDoRM,2 9'-4" CLG, �ZREAt ROOM 9'-4" CLC. WP GFI l NOTICE TO BUILDER OR OWNER IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O ARE ACNE AND ARE CLEAR ENOUGH FOR T1 E LICEN BED Z W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, o U IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS M W CLARIFICATION„STOP„AND CALL THE DESIGN PROFESSIONAL LISTED J U. IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED U � Lu PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO D _3 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS 0 LOU (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O U. Z AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED_ ALL 11- CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE O CODES, N KITCHEN 1717e MASTER SUITE FP LGT, 5ED,fRM-3 9'4” CLCD, FAK 1 C C:p OB.DA C.Q. BATH 02 S'41' cLG� HALL DRY. W,M, ,_ L, rl�Gj LAUNDRY T� LlN'A 9'-4” CLG, GFI ELECTRICAL METER ll� m © III 10.0 w GFI ° II Noor � CLC. \ FAN LCT, / WI,C, si A 11 CLC, O6II II A. C.O. 7 OSA. 4 CA. _ ---- LGT, FAN\ 5EDoRM,2 9'-4" CLG, �ZREAt ROOM 9'-4" CLC. WP GFI l 120/240 V, 3 WIRE,1-PHASE 04/OTHW, Cu IN 2C NOTE: INTERRUPT RATING CAPACITY SHALL BE 10,000 AMPS AS PER NEC 110-9 6 Cu GROUND IN 1/2" PVC TO 5/8" x 10' C,U, ROD (LOOPED) t0 FOUNDATION STL, (MIN, 20 L,F,) 1.4:: •., (3)l 4/0 THW, Cu IN 2C ao O _ AMP CB -(3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 6' DEEP ELECTRICAL RISER CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINFORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING GROUNDING OF AT LEAST 20 FT, OF BARE COPPER ELECTRODE CONDUCTOR NOT SMALLER THAN No, 4 AND CONDUCTOR LOCATED WITHIN AND NEAR THE BOTTOM BOLTED -TYPE O CONNECTION DEVICE OF A CONCRETE FOUNDATION OR FOOTING 0OR EXOTHERMIC WELD, THAT IS IN DIRECT CONTACT WITH EARTH. GROUNDING °o NONMETALLIC ELECTRODE rnntrntn .r 100 AMP E.P. N,T,S, N,B, GFI i•Ts�i �� 2 in, H,Y MIN, A/C_ ENTR' , 201=1 DIRECT ONtACt II( , MIN, - WITH EARTH,, TWO CAR GAR E/ GFI 124CLG, o II 8-011 =_— GF ENC45Elm GROUNDING � / \ LOAD CALCULATIONS ELEC:TFRODE DETAIL I � GENERAL LIGHTING (3 WATT/ 1,695 SQ. FT.) X 125% 6,356 WATTS N,T,S, I RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS I PRE -WIRE GARAGE HEATING AND FAN MOTORS (000 WATTS X 1) 000 WATTS DOOR OPENER W/ LIGHT DRYER (240Y, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS / AM WATTS =240 VOLTS: S2 AMPS 100 AMP PANEL ELECTRICAL FLAN SCALE: 1/4":1'-O" NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS Or - THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1, WIND SPEED-13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 NOTE: ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT., O SINGLE-PHASE, 15 -AND 20- AMPERE OUTLETS INSTALLED Z W IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED o U BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO M W PW= ROTWTIONQFW ENTRE 5R4 J U. CIRCUIT, U � Lu ALL DETECTORS SHALL BE SMOKE 4 CARBON D _3 MONOXIDE COMBO, 0 LOU ALL NON-GFI OUTLETS TO BE ON ARC FAULT O U. Z INTERUPTERS AND TAMPER PROOF, GFI OUTLETS OUTDOORS, GARAGE, KITCHEN AND 11- BATHS, O ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2011 N NEC, 120/240 V, 3 WIRE,1-PHASE 04/OTHW, Cu IN 2C NOTE: INTERRUPT RATING CAPACITY SHALL BE 10,000 AMPS AS PER NEC 110-9 6 Cu GROUND IN 1/2" PVC TO 5/8" x 10' C,U, ROD (LOOPED) t0 FOUNDATION STL, (MIN, 20 L,F,) 1.4:: •., (3)l 4/0 THW, Cu IN 2C ao O _ AMP CB -(3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 6' DEEP ELECTRICAL RISER CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINFORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING GROUNDING OF AT LEAST 20 FT, OF BARE COPPER ELECTRODE CONDUCTOR NOT SMALLER THAN No, 4 AND CONDUCTOR LOCATED WITHIN AND NEAR THE BOTTOM BOLTED -TYPE O CONNECTION DEVICE OF A CONCRETE FOUNDATION OR FOOTING 0OR EXOTHERMIC WELD, THAT IS IN DIRECT CONTACT WITH EARTH. GROUNDING °o NONMETALLIC ELECTRODE rnntrntn .r 100 AMP E.P. N,T,S, N,B, GFI i•Ts�i �� 2 in, H,Y MIN, A/C_ ENTR' , 201=1 DIRECT ONtACt II( , MIN, - WITH EARTH,, TWO CAR GAR E/ GFI 124CLG, o II 8-011 =_— GF ENC45Elm GROUNDING � / \ LOAD CALCULATIONS ELEC:TFRODE DETAIL I � GENERAL LIGHTING (3 WATT/ 1,695 SQ. FT.) X 125% 6,356 WATTS N,T,S, I RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS I PRE -WIRE GARAGE HEATING AND FAN MOTORS (000 WATTS X 1) 000 WATTS DOOR OPENER W/ LIGHT DRYER (240Y, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS / AM WATTS =240 VOLTS: S2 AMPS 100 AMP PANEL ELECTRICAL FLAN SCALE: 1/4":1'-O" NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS Or - THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1, WIND SPEED-13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 EXISTING HOME HAZARD MFECTION UPGRADE$ O 1, PROVIDE SMOKE DETECTORS IN ALL SLEEPING Z W ROOMS AND WITHIN THE IMMEDIATE VICINITY OF o U SLEEPING ROOMS 4 CARBON MONOXIDE M W DETECTORS WITHIN 10' OF ALL SLEEPING J U. ROOMS IF NOT EXISTING, U � Lu 2, ALL SMOKE DETECTORS ARE TO HAVE D _3 BATTERY BACK UP AND BE HARDWIRE AND 0 LOU INTERCONNECTED SO THAT IN THE EVENT O U. Z ONE IS ACTIVATED, ALL ARE ACTIVATED (IF NOT EXISTING) UNLESS SOLD 11- INTERCONNECTED AND HARDWIRING WOULD O REQUIRE REMOVAL OF INTERIOR WALL OR N CEILING FINISHES WHICH EXPOSE THE STRUCTURE. 31 ALL SMOKE DETECTORS ARE TO BE LOCATED NO LESS THAN 36" FROM Ju CEILING BLADES, 120/240 V, 3 WIRE,1-PHASE 04/OTHW, Cu IN 2C NOTE: INTERRUPT RATING CAPACITY SHALL BE 10,000 AMPS AS PER NEC 110-9 6 Cu GROUND IN 1/2" PVC TO 5/8" x 10' C,U, ROD (LOOPED) t0 FOUNDATION STL, (MIN, 20 L,F,) 1.4:: •., (3)l 4/0 THW, Cu IN 2C ao O _ AMP CB -(3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 6' DEEP ELECTRICAL RISER CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINFORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING GROUNDING OF AT LEAST 20 FT, OF BARE COPPER ELECTRODE CONDUCTOR NOT SMALLER THAN No, 4 AND CONDUCTOR LOCATED WITHIN AND NEAR THE BOTTOM BOLTED -TYPE O CONNECTION DEVICE OF A CONCRETE FOUNDATION OR FOOTING 0OR EXOTHERMIC WELD, THAT IS IN DIRECT CONTACT WITH EARTH. GROUNDING °o NONMETALLIC ELECTRODE rnntrntn .r 100 AMP E.P. N,T,S, N,B, GFI i•Ts�i �� 2 in, H,Y MIN, A/C_ ENTR' , 201=1 DIRECT ONtACt II( , MIN, - WITH EARTH,, TWO CAR GAR E/ GFI 124CLG, o II 8-011 =_— GF ENC45Elm GROUNDING � / \ LOAD CALCULATIONS ELEC:TFRODE DETAIL I � GENERAL LIGHTING (3 WATT/ 1,695 SQ. FT.) X 125% 6,356 WATTS N,T,S, I RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS I PRE -WIRE GARAGE HEATING AND FAN MOTORS (000 WATTS X 1) 000 WATTS DOOR OPENER W/ LIGHT DRYER (240Y, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS / AM WATTS =240 VOLTS: S2 AMPS 100 AMP PANEL ELECTRICAL FLAN SCALE: 1/4":1'-O" NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS Or - THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1, WIND SPEED-13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 ELECTRICAL NOTES: 1, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) O 4 THE "FLORIDA BUILDING CODE" (FBC), Z W 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED, o U 3. ENOOM CONDUIT WALL BE ROMEX CABLE OR EQUAL. M W 4, OUTDOORS UNDERGROUND CONDUITS SHALL BE 6CHEDULE-40 PVC UNDER PAVED AREAS, J U. 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP, FOR A COMPLETE ELEC, INET, U � Lu IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND 'APPLICABLE CODES AND REGULATIONS, D _3 6, ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG, AND ARCH. FIXTURES, 0 LOU 1, ELCT, CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD. FOR TELEPHONE LINES 4 T.Y. ANTENA, O U. Z 6. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR, 1 ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED, 11- 10, ADEQUATE SERVICE MUST BE PROVIDED FOR NEW ADDITION, O 11. ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE, N 120/240 V, 3 WIRE,1-PHASE 04/OTHW, Cu IN 2C NOTE: INTERRUPT RATING CAPACITY SHALL BE 10,000 AMPS AS PER NEC 110-9 6 Cu GROUND IN 1/2" PVC TO 5/8" x 10' C,U, ROD (LOOPED) t0 FOUNDATION STL, (MIN, 20 L,F,) 1.4:: •., (3)l 4/0 THW, Cu IN 2C ao O _ AMP CB -(3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 6' DEEP ELECTRICAL RISER CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINFORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING GROUNDING OF AT LEAST 20 FT, OF BARE COPPER ELECTRODE CONDUCTOR NOT SMALLER THAN No, 4 AND CONDUCTOR LOCATED WITHIN AND NEAR THE BOTTOM BOLTED -TYPE O CONNECTION DEVICE OF A CONCRETE FOUNDATION OR FOOTING 0OR EXOTHERMIC WELD, THAT IS IN DIRECT CONTACT WITH EARTH. GROUNDING °o NONMETALLIC ELECTRODE rnntrntn .r 100 AMP E.P. N,T,S, N,B, GFI i•Ts�i �� 2 in, H,Y MIN, A/C_ ENTR' , 201=1 DIRECT ONtACt II( , MIN, - WITH EARTH,, TWO CAR GAR E/ GFI 124CLG, o II 8-011 =_— GF ENC45Elm GROUNDING � / \ LOAD CALCULATIONS ELEC:TFRODE DETAIL I � GENERAL LIGHTING (3 WATT/ 1,695 SQ. FT.) X 125% 6,356 WATTS N,T,S, I RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS I PRE -WIRE GARAGE HEATING AND FAN MOTORS (000 WATTS X 1) 000 WATTS DOOR OPENER W/ LIGHT DRYER (240Y, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS / AM WATTS =240 VOLTS: S2 AMPS 100 AMP PANEL ELECTRICAL FLAN SCALE: 1/4":1'-O" NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS Or - THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1, WIND SPEED-13SMPH 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 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 ELECT. PLAN W O .. Z W Ir o U aN M W J U. W U � Lu M b D _3 j- m ,n 0 LOU M � U O U. Z U w 11- O Li N Ju ELECT. PLAN i/ w SHEET W .. Z W Ir o U aN M W J U. W W t� D Z Z 0 W W � U. Z w W Li N i/ w SHEET � w E Oz��a�o Ju U- O - 0 - SHEET 10 MICHAEL BAKER, SR. �A FL. LIC, N AROOIII82 51S EAST 1St. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 TO ELECTRICAL DISTRIBUTION PANEL HEAT TRAP RIOT WATER OUTLET 6" MIN, ` TO FIXTURES ELECTRICAL JUNCTION BOX (USE ONLY COPPER CONDUCTOR% JACKET PANEL JACKET ACCES PANEL AUXILIARY CATCH PAN 1.1/2" MAXIMUM DRAIN VAL UNION TEMPERATURE t PRE56URE ,--� RELIEF VALVE .9 UNION 'ANODEI HEAT TRAP 6" MIN, 5HUT-OFF-1-1 EXP. CONTROL VALVE TO COLD WATER SUPPLY RELIEF VALVE DISCHARGE LINE SUITABLE OPEN DRAIN TO OUT5IDE WATER HEATER DETAIL SCALE: NTS KITCHEN S'4' CLG. N.B. TO EX15TING CITY MER FLUM15ING PLAN TO 111 211 ro��r ua T I E ?u 1 ii 7° 1 311 Bill 1'p 31 3 211 Bill \ `-� ti, SCALE: 1/4".-1'-0" DF2AIN WASTE VENT RISER DIAGRAM SCALE: NTS NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED - 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R15K CATEGORY 2 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE : CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 .18 AND HEIGHT i EXPOSURE ADJUSTMENT COEFFICIENT 161,40 L r NOTICE TO 5UILDER OR OWNER IT 15 THE INTENT OF THE DE51GN PROFESSIONAL THAT THESE PLANS O ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED Z 4 W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THI5 PROJECT. O LL N IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS M W CLARIFICATION-5TOP-AND CALL THE DESIGN PROFESSIONAL LISTED � J IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED U � PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THI5 PROJECT TO a V FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS Lu � (PITCHES t DIMENSION5) BEFORE CONSTRUCTION BEGINS AND ANY O L u. Q AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY U � WORK 15 DONE AND TRU55ES ARE CONSTRUCTED.. ALL LL- CONTRACTORS TO COMPLY WITH ALL CURRENT 1 APPLICABLE o� CODES. N QL KITCHEN S'4' CLG. N.B. TO EX15TING CITY MER FLUM15ING PLAN TO 111 211 ro��r ua T I E ?u 1 ii 7° 1 311 Bill 1'p 31 3 211 Bill \ `-� ti, SCALE: 1/4".-1'-0" DF2AIN WASTE VENT RISER DIAGRAM SCALE: NTS NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED - 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R15K CATEGORY 2 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE : CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 .18 AND HEIGHT i EXPOSURE ADJUSTMENT COEFFICIENT 161,40 L r W O .. Z 4 W ti O LL N aN M W � J W U � -q- O a V ZO Lu � � U O L u. Q OWC U � J LL- � o� E N QL En o PLUMBING PLAN & RISER DIAGRAM, 9 w W .. Z 4 W ti O LL a aN M W � J W Y.1Lu y a Z ZO to W O L u. Q OWC W � E N z 9 w � U a a z o we E O z En o W o Lj-Qa�.a�� SHEET I I MICHAEL BAKER, SR. FL, LIC, M ARO011182 519 EAST 1St. STREET, UNIT 1101 SANFORD, FL 32111 (401)218-5662 VERTICAL -UP FLOW A.N.U. UNIT DETAIL N.T.5, 16 KITCHEN H.B. MAGI-1ANIGAL PLAN SCALE: 1/4":1'-0" (4) 2-1/4" x 1/4" TAPCONS ONE EACH CORNER (4 TOTAL) TYPICAL ANCHOR: 1-1/2"x 1-1/2"x 3/4" 3(v KSI CLIP ANGLES, ONE AT EACH SIDE (4 TOTAL) TO WITHSTAND 120 mph WIND PRESSURE FROM ANY DIRECTION. CONDENSER MOUNTING DET. VENT -CLEANOUT W/SLIP-FIT NOT CEMENTED -CAP W/ DRILLED 1/4" HOLE z � N UNIT UNIT COND. DRAIN PAN EXTEND CONDENSATE LINE TO DRYWELL CONDENSATE TRAP DETAIL SCALE: N.T.S. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING: CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED = 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (\/ASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .I8 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 NOTICE TO 5UILDER OR OWNER IT IS THE INTENT OF THE DESIGN PROFE55IONAL THAT THESE PLANS O ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED Z W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THI5 PROJECT. o cv IN THE EVENT THAT 50METHING 15 UNCLEAR OR NEEDS W 0 CLARIFICATION..5TOP..AND CALL THE DE51GN PROFE55IONAL LISTED H ..1 U. IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED U � PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO Z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS ui (PITCHES $ DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O L p� AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY M WORK 15 DONE AND TRU55ES ARE CONSTRUCTED., ALL �zzwvi- W CONTRACTORS TO COMPLY WITH ALL CURRENT t APPLICABLE CODES. N u - 16 KITCHEN H.B. MAGI-1ANIGAL PLAN SCALE: 1/4":1'-0" (4) 2-1/4" x 1/4" TAPCONS ONE EACH CORNER (4 TOTAL) TYPICAL ANCHOR: 1-1/2"x 1-1/2"x 3/4" 3(v KSI CLIP ANGLES, ONE AT EACH SIDE (4 TOTAL) TO WITHSTAND 120 mph WIND PRESSURE FROM ANY DIRECTION. CONDENSER MOUNTING DET. VENT -CLEANOUT W/SLIP-FIT NOT CEMENTED -CAP W/ DRILLED 1/4" HOLE z � N UNIT UNIT COND. DRAIN PAN EXTEND CONDENSATE LINE TO DRYWELL CONDENSATE TRAP DETAIL SCALE: N.T.S. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING: CODE RESIDENTIAL 5TH, EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED = 13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (\/ASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .I8 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 H VAC PLAN DETAILS W O .. Z W ti o cv aN W 0 � H ..1 U. W U � Z z ui W O L p� O M � �zzwvi- W U) N u - O E Oz��a�a f— H VAC PLAN DETAILS SHEET 12 1V ' MICHAEL BAKER, SR. FL. LIC. " AROOII182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-5662 �x W .. Z W ti o Q aN W 0 � H ..1 U. W W �� Z z t� W O L U. Q OWC M � �zzwvi- W U) N SHEET 12 1V ' MICHAEL BAKER, SR. FL. LIC. " AROOII182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-5662 �x z � O �zzwvi- E Oz��a�a �QaQa:� SHEET 12 1V ' MICHAEL BAKER, SR. FL. LIC. " AROOII182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 3271 (401)218-5662 �x