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HomeMy WebLinkAbout2539 Poinsetta AveTHIS Name:INSTR Y 'OE 6hREPAR Address !_z s 99 J i�i�i4t4 't z "s_'}::CUIT i'OURI'lf`i�°'J�.i..LY., BK 0(i";, Rz, 14-4-4- (1 i"2:1M0 NOTICE OF COMMENCEMENT si g_0/ � 017 03--2 =02 P11 ,_;.., State of Florida :(. t.:� it�:>=:t N,3 Et. '1" 1. County of Seminole''? (('�� �} �( ( cam_ —7 ^� Permit Number: 1 ('- a ` ( l -7 Parcel ID Number: D � 6 — 31 J , " II�QCi — 6 qco The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GENERAL OWNER Address: NKK /Y —�Jp'776 Fee Simple Title Holder (if other than owner) Name: 14 CONTRACTOR: Name: / Y(c5 YItiG /0h Qi Address: iY YYQe` CL Y 3a •7 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a w different date is specified) 'e, WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,• FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTS + ti INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY`:`_" Ci` �C BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare th t i have read the foregoing and that the facts stated in it are ` / ,. to the be s o�y know n,..'. Owners Sign tune Owner's rinted Name Florid tatute 713.13 1 O(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead: � 2,\Ioh,,��' State of Countyof The foregoing instrument was acknowledged VCW before me this day of Y07 ,r— by 7 V G �°N� I l il.,,-„ (,( /yl ('j % Who is personally known to me ❑ 0 3 d Name of3 person making statelment �� � OR who has produced identificati ©, type of identification produced: M _ ANNETTE BLAND Florida�,OMMIssion M 1k �, m Notary Public Stateof #t GG060623c 4-11tls- 16, 2018 My Comm. Expires Jan Notary Signature c w IHIN\ as fi Nc� F<:)FRW UCalzt*"01AT<:)NT1 2�:3 f=<:>1N5 TT NU / SANF(OL> ID/ f=L 32111 i NOTICE TO BUILDER OR OWNER .. IT IS THE INTENT OF ENGINEER THAT THESE PLANS ARE ACCURATE O r I'll AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSIONAL TO DRAWING INDEX (12 SHEETS) CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS LLIM cv cYl UNCLEAR OR NEEDS CLARIFICATION--TOP-AND CALL THE ENGINEER O U- LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE 1- tai � LICENSED PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS DRAWING DESCRIPTION � LJ -1 V PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING LU W � CONDITIONS (PITCHES $ DIMENSIONS) BEFORE CONSTRUCTION BEGINS COVER (1) AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ELECTRICAL (U a ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED.. ALL 1 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE 10 ELECTRICAL PLAN CODES. w i �� FC(-,," t REVIEWED F -0r) IANCE —_.__.. _. �T Pt '\N F; . SANFORD_BtjILD! NO tWSION A PERMITISSUED SFIA R,. �;(�ll�i ThUED T0, RE A LICENSE l"O PFOCFED WIT 1i THE WORK iaND NOT AS AUTHORITY TO VIOLATE, CANCEL, AL? -ER OR SET ASIDE ANY OF THE PROVISIONS OF THFECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 71- FST REQ yiRE17 Results to he Veril at Slab .lnspecti( 0�1wlNG SANEORv #17-2994 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DE51GN 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 2 CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT t EXPOSURE AD15TMENT COEFFICIENT 16 1,40 • W .. Z O r I'll 0 DRAWING INDEX (12 SHEETS) N LLIM cv cYl O U- W 1- tai � SHEET NO. DRAWING DESCRIPTION � LJ -1 V cr1 '.t LU W � � O COVER (1) Noun ELECTRICAL (U a U 1 COVER SHEET 10 ELECTRICAL PLAN N w m PLUMBING (1) SITE PLAN (1) 2 SITE PLAN 11 PLUMBING PLAN 1 RISER DIAGRAM Cfi � p E� MECHANICAL (1) LL- P4 GENERAL PLANS (2) 12 MECHANICAL PLAN 3 v FLOOR PLAN 04 4 ELEVATIONS STRUCTURAL (5) 5 FOUNDATION PLAN 6 DETAILS 1 ROOF FRAMING PLAN 6 DETAILS 9 LINTEL PLAN �� FC(-,," t REVIEWED F -0r) IANCE —_.__.. _. �T Pt '\N F; . SANFORD_BtjILD! NO tWSION A PERMITISSUED SFIA R,. �;(�ll�i ThUED T0, RE A LICENSE l"O PFOCFED WIT 1i THE WORK iaND NOT AS AUTHORITY TO VIOLATE, CANCEL, AL? -ER OR SET ASIDE ANY OF THE PROVISIONS OF THFECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 71- FST REQ yiRE17 Results to he Veril at Slab .lnspecti( 0�1wlNG SANEORv #17-2994 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DE51GN 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 2 CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT t EXPOSURE AD15TMENT COEFFICIENT 16 1,40 • W .. Z O r I'll 0 V � N LLIM cv cYl O U- W 1- tai � —Z W � LJ -1 V cr1 '.t LU W � � O Noun O a U U 03 N w m uA SHEET I \ MICHAEL BAKER, SR. FL. LIC. " AR0011162 51S EAST 16T. STREET, UNIT " 101 SANFORD, FL 32111 (401)218-5662 Jl� W .. Z Z W r I'll 0 O Q N LLIM Z e W 1- tai � —Z W ZO LU W � ILz 0 MU) a a W 03 N w SHEET I \ MICHAEL BAKER, SR. FL. LIC. " AR0011162 51S EAST 16T. STREET, UNIT " 101 SANFORD, FL 32111 (401)218-5662 Jl� z O A W 0 Z a 03 z w m Cfi � p E� LL- P4 0 A v U 04 SHEET I \ MICHAEL BAKER, SR. FL. LIC. " AR0011162 51S EAST 16T. STREET, UNIT " 101 SANFORD, FL 32111 (401)218-5662 Jl� LEGAL DE5CRIFTION: LOT 15, BLOCK 5 PALM TERRACE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGES 52 AND 83, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 25TH, STREET 49--- lh I 0 voo,� �9 1p . WEST 116,00'(P$M) 1 51DE SLOPE SIDE SLOPE 49.30 PROF05ED ELEV.'` 49.10 PROPOSED ELEV. •�--- — — —'- - SIDE SWALE 0 PROPOSED ELEV. 50,36 — — — — - -�''� SIDE SLOPE 11'-6" 61DE 6EMACK SIDE SLOPE PROPOSED ELEV. 50.00 = 25'.0 S SINGLE FAMILY RESIDENCE 1 au: _ LNELU 61DEWALK 4 ,� o "�` Q 51.05' FINISH FLOOR Y `" • >-tz cis) v O 4 4 4" CONC. SLAB 4 PROPOSED ELEV. 50.38 00 0 r I 4 -.M 4" CONC. SLAB NEW CONC. LvEwA*r -� SIDE SLOPE n 46'4" �� 9.60 PROPOSED ELEV. 1-b SIDE 6EMACK •"�-,� SIDE SLOPE 4 SIDE SWALE—SIDE SWALE r__ 1 .� SIDE SLOPE ,,,� ,,,� • 51DE SLOPE . ,.r- ,.r QST 49.30 PROPOSED ELEV. E +po,• 49,00 PROPOSED ELEV. �s TYPE "A" LOT GRADING --w'\^ REPRESENTS THE PROPOSED DRAINAGE PLOW RESIDENCE FINISH FLOOR TO BE 51.05' CROWN OF ROAD ELEVATION 49,15' SITS d DRAINAGE PLAN COLVERT AT DRIVEWAY TO BE WITH DRAINAGE OVER DRIVEWAY APRON, SCALE: 1" =10'-0" 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 =139MPH 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 15.18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 • NOTICE TO 5UILDER OR OWNER tL IT 15 THE INTENT OF ENGINEER THAT THESE PLANS ARE ACCURATE 0 AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSIONAL TO V Z W Q CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING 15 LL.� Lu N UNCLEAR OR NEEDS CLARIFICATION.,STOP..AND CALL THE ENGINEER M ZIn LISTED IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE �J � LL. LICENSED PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THIS W Lu PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING — W LLf CONDITIONS (PITCHES t DIMENSIONS) BEFORE CONSTRUCTION BEGINS U. AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED., ALL U M CONTRACTORS TO COMPLY WITH ALL CURRENT t APPLICABLE �ZzwN__ W CODES, O LEGAL DE5CRIFTION: LOT 15, BLOCK 5 PALM TERRACE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGES 52 AND 83, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 25TH, STREET 49--- lh I 0 voo,� �9 1p . WEST 116,00'(P$M) 1 51DE SLOPE SIDE SLOPE 49.30 PROF05ED ELEV.'` 49.10 PROPOSED ELEV. •�--- — — —'- - SIDE SWALE 0 PROPOSED ELEV. 50,36 — — — — - -�''� SIDE SLOPE 11'-6" 61DE 6EMACK SIDE SLOPE PROPOSED ELEV. 50.00 = 25'.0 S SINGLE FAMILY RESIDENCE 1 au: _ LNELU 61DEWALK 4 ,� o "�` Q 51.05' FINISH FLOOR Y `" • >-tz cis) v O 4 4 4" CONC. SLAB 4 PROPOSED ELEV. 50.38 00 0 r I 4 -.M 4" CONC. SLAB NEW CONC. LvEwA*r -� SIDE SLOPE n 46'4" �� 9.60 PROPOSED ELEV. 1-b SIDE 6EMACK •"�-,� SIDE SLOPE 4 SIDE SWALE—SIDE SWALE r__ 1 .� SIDE SLOPE ,,,� ,,,� • 51DE SLOPE . ,.r- ,.r QST 49.30 PROPOSED ELEV. E +po,• 49,00 PROPOSED ELEV. �s TYPE "A" LOT GRADING --w'\^ REPRESENTS THE PROPOSED DRAINAGE PLOW RESIDENCE FINISH FLOOR TO BE 51.05' CROWN OF ROAD ELEVATION 49,15' SITS d DRAINAGE PLAN COLVERT AT DRIVEWAY TO BE WITH DRAINAGE OVER DRIVEWAY APRON, SCALE: 1" =10'-0" 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 =139MPH 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 15.18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 • W tL ~ 0 OO V Z W Q r rl% N LL.� Lu N M ZIn � �J � LL. Lu W Lu E — W LLf cfN U. �v U M cc �ZzwN__ W O N 1.0 SITE PLAN SHEET 2 MICHAEL BAKER, SR. FL LIC. M AROOIII82 819 EAST 1ST, STREET, UNIT 0 701 SANFORD, FL 32T11 (401)118-5662 W ~ to OO Z Z W Q r rl% N LL.� Lu a M ZIn � �J � LL. Lu W y99 E — W Z W z C-) U. M cc �ZzwN__ W N SHEET 2 MICHAEL BAKER, SR. FL LIC. M AROOIII82 819 EAST 1ST, STREET, UNIT 0 701 SANFORD, FL 32T11 (401)118-5662 to E �ZzwN__ Uj LU F A A a 0- o SHEET 2 MICHAEL BAKER, SR. FL LIC. M AROOIII82 819 EAST 1ST, STREET, UNIT 0 701 SANFORD, FL 32T11 (401)118-5662 SUCK: Ix4 F ,T. 5,Y,P. (STUD GRADE) FASTNERS: 1/411 X 2" TAPCON (1-1/4 EM5ED.) OR 3/1(o" X 2-1/2" TAPCON (1-3/4" EMBED,) FASTNER SCHEDULE DOOR SIZE MIN. R FSTNRS. EA. 50 14EAO SINGLE DOOR OSHIH3 4" MAX, 2066-3068 3 2 3065 uj/ (1) SIDE LITE 3 3 7U63-7— (2) SIDE LITE$ 3 3 2080-3080 3 2 3080 / (1) SIDE LITE 4 3 3080 / (2) SIDE LITIE6 4 3 FASTNER SCHEDULE (FIRST FLOOR) NOTICE TO 5UILDER OR OWNER TYPE TYPE ENGINEERING SPECS, OSHIH3 4" MAX, MA50NARY WIND LOAD FACTOR: -34.1 LBS. PER SQ, FT, 241166" 2" MIN. OPENING +25.9 LBS. PER SQ. FT. 2 HEADER -2/66/0 DBL. BI -FOLD DOOR r INT./FRM, BUCK IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED IX4 P.T. SUCK W1 TAPCON FASTENERS (1) SPH4 is EA. STUD (TYP.) 2x4 STUDS O 16" D.C. MAX. (TYP.) 5IMP. LSTA12 9 EA, STUD (TYP.) DOUBLE BEAM BLOCK COLUMN FRAME KNEEWALL ABY. BEAM AT ENTRY (FIRST FLOOR) NOTICE TO 5UILDER OR OWNER TYPE TYPE ENGINEERING SPECS, OSHIH3 4" MAX, MA50NARY WIND LOAD FACTOR: -34.1 LBS. PER SQ, FT, 241166" 2" MIN. OPENING +25.9 LBS. PER SQ. FT. 2 HEADER -2/66/0 DBL. BI -FOLD DOOR HEADER DOOR LOCATION MAY BE AT ANY POINT ON A WALL INT./FRM, BUCK IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED ® BUCK FASTENER REQUIRED TO BE WITHIN 4 OF BUCK END PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO SIDEBUDCK 4 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS NO CLOSER THAT 2" FROM BUCK END SWING DOOR (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY INT./FRM, 2 FASTENERS TO BE SPACED EQUALLY SWING DR, W/ TRANS. WORK IS DONE AND TRUSSES ARE CONSTRUCTED- ALL EXT./CMU, t FULL EMBED, OF SCREW HEAD INTO BUCK CONTRACTORS TO COMPLY WITH ALL CURRENT E APPLICABLE DOOR POCKET DOOR CODES, DOOR BUCK TO BE MIN. OF [" THK. tL OPNG, z SWING DOOR 321160" INT./FRM. z �$ DOOR OPE:NINC=S (ALL. 5RAND5) SLIDING GLASS DR, 12"x96" Ix4 P.T. WINDOW BUCK W/ WOOD CASING TAPCONS AS PER SCHEDULE OVER HEAD GAR, DR, 192"64" THRESHOLD HOLLOW MTL, DOOR SILL FINISH PER. ELEVATION, "5 VERT. BAR ON POURED CELL JAMB AT EXTERIOR DOOR (1) SPH4 is EA. STUD (TYP.) 2x4 STUDS O 16" D.C. MAX. (TYP.) 5IMP. LSTA12 9 EA, STUD (TYP.) DOUBLE BEAM BLOCK COLUMN FRAME KNEEWALL ABY. BEAM AT ENTRY A. DOOR BETWEEN GARAGE t 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 WAVEY' FINISHED DRYWALL MINIMUM, C. GARAGE CEILING TO BE %all TYPE "X" IF THERE 15 LIVING SPACE ABOVE GARAGE, 30'-0" 24'-0" O 001 001 001 001 001 001 001 A/C 001 H..A.C. 001 001 CKA 001 001 001 XA TWO CAR GARAGE )01>01>01XADOQC14 kA 4 era 30'-0" I�� O ENTRY 124CLG. 41-411 1A11 I, -all 21-811 21-811 PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN BEAM 4 CM . (TYR,) M an 0 4- T_ L4P (SEE FLR, PL4N4 CROSS SECTION) SPZ OR SP4 EA 5ND N.N.O.J BPI OR SP4 EA STUD O.C. (U.N,O.) —� DOOR SCSI DUL (FIRST FLOOR) NOTICE TO 5UILDER OR OWNER TYPE TYPE IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS OSHIH3 QTY, ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED 241166" BI -FOLD DOOR PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, INT./FRM. 2 IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS -2/66/0 DBL. BI -FOLD DOOR CLARIFICATION-STOR-AND CALL THE DESIGN PROFESSIONAL LISTED INT./FRM, 2 IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED ® SWING DOOR PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO INT./FRM, 4 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS 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 IS DONE AND TRUSSES ARE CONSTRUCTED- ALL EXT./CMU, W CONTRACTORS TO COMPLY WITH ALL CURRENT E APPLICABLE POCKET DOOR CODES, INT./FRM. tL A. DOOR BETWEEN GARAGE t 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 WAVEY' FINISHED DRYWALL MINIMUM, C. GARAGE CEILING TO BE %all TYPE "X" IF THERE 15 LIVING SPACE ABOVE GARAGE, 30'-0" 24'-0" O 001 001 001 001 001 001 001 A/C 001 H..A.C. 001 001 CKA 001 001 001 XA TWO CAR GARAGE )01>01>01XADOQC14 kA 4 era 30'-0" I�� O ENTRY 124CLG. 41-411 1A11 I, -all 21-811 21-811 PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN BEAM 4 CM . (TYR,) M an 0 4- T_ L4P (SEE FLR, PL4N4 CROSS SECTION) SPZ OR SP4 EA 5ND N.N.O.J BPI OR SP4 EA STUD O.C. (U.N,O.) —� DOOR SCSI DUL (FIRST FLOOR) 5YM5. TYPE TYPE 51ZE OSHIH3 QTY, O1/66/0 241166" BI -FOLD DOOR 18"x96" INT./FRM. 2 O2 -2/66/0 DBL. BI -FOLD DOOR 24"46" EA. INT./FRM, 2 O2/64/0 ® SWING DOOR 30"x%" INT./FRM, 4 O2/8410 SWING DOOR 321146" INT./FRM, 2 O3/04/8 SWING DR, W/ TRANS. 36"46" EXT./CMU, W O2/66/0 POCKET DOOR 30"x%" INT./FRM. tL O2/8x6/8 SWING DOOR 321160" INT./FRM. z �$ 6/06/0 SLIDING GLASS DR, 12"x96" EXT,/CMU, O16/0x1/O OVER HEAD GAR, DR, 192"64" EXT,/CMU. WINDOW SCHEMLE (CMU WALLS) SYMBOL DESIGN PRESSURE TYPE SIZE QTY, OSHIH3 GREATER THAN 50 AND UP TO 100 SQ.FT. SINGLE HUNG 241166" 2 O6HIH6 SINGLE HUNG 241102" 2 O3 SH26 SINGLE HUNG 361102" 4 ® $1436 SINGLE HUNG 481102" 1 ZO � r U LZ /HURRICANE TIE SEE TRUSS PLAN ® EA. TRUSS (SEE CONN SCH D) PRE-ENGINEERED TRUSSES DESIGNED W/ SIGNED AND SEALED CALCS, BY A FLORIDA REGISTERED ENGINEER 2x4 BLOCKING 1/2" G.W.B. OVER 2x4 STUDS s 16" O.C. 1/2" DIA. x 8" A.B. W/ 2"A/8" WASHER 6 32" O.C. AND AT CORNERS AND ENDS (SEE FRAMIND DETAIL) 2x4 P.T. SOLE PL, -OL0'-0" FIN, FLR. (SEE FLR. PLAN) INTERIOR BEARING PARTITION Nrs WINDOW 4 DOOR DE51GN PRESSURE WINDOW t DOOR AREA (SQ,FT.) DESIGN PRESSURE LESS THAN 20 SQ.FT. -39,6 PSF GREATER THAN 20 AND UP TO 50 SQ.FT. -31.0 PSF GREATER THAN 50 AND UP TO 100 SQ.FT. -33.4 PSF GREATER THAN 50 AND UP TO 100 SQ.FT. -30.8 PSF ALL WINDOWS TO MEET U -FACTOR (0.4) AND SHGC (0,25) BOTTOM OF ALL 2ND FLOOR WINDOWS TO BE 24" ABOVE FIN15H FLOOR AREA ANALYSIS LIVING WALL TYPE LEGEND FRONT ENTRY 32 9'4' BLOCK WALLS 81.0" BLOCK WALLS 9'4" FRAME WALLS 9'4" INT. BEARING FRAME WALL 312 TOTAL AREA ANALYSIS LIVING 01 FRONT ENTRY 32 GARAGE 312 TOTAL I 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, I. WIND SPEED :13SMPH ULTIMATE WIND SPEED (YULT) 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 15 .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 FLOOR PLAN W 0 .. v � ti N N a W U � W W W� E ui ZO � r U LZ LL OC W V�_� N tL O z CIDE cl�wz0 FLOOR PLAN SHEET 3 MICHAEL BAKER, SR. FL. LIC, N ARCOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-8662 0 W .. Z W ti N Oct a W J L1' W W W� E Z ZO W Lu LZ LL OC W V�_� N ) SHEET 3 MICHAEL BAKER, SR. FL. LIC, N ARCOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-8662 0 z A w E - ou U a O z CIDE cl�wz0 otY A x `� o 0- o SHEET 3 MICHAEL BAKER, SR. FL. LIC, N ARCOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-8662 0 GARAGE BEARING i 8'-0" A.F.F. FINISH FLOOR FRONT ELEVATION SCALE: 1/4"=1'-0" ENTRY BEARING a 12'4" A.F.F, 4 GARAGE BEARING f 8'-0" A,F,F,OIL FINISH FLOOR BEARING 0 9'4" A,F.F, � WIN, HGT, IT 8'-0" AY.F. — FINISH FLOOR .--v 6r 12 61 - jk ENTRY BEARING 4112'-4" A.F.F. BEARING 9 9'4" A.F.F. WIN. HGT. a 8'-0" A,F.F. FINISH FLOOR BEARING 9'4" A.F.F. WIN, HGT. 6'-O" A.F.F. — FINISH FLOOR PENT 25 YEAR ARCHITECTURAL SHINGLES ON 30 Ib. ROOFING FELT OVER 1/16" OSB STRUCT, SHEATHING OVER PRE -ENG, TRUSSES 24" O.C. REAR 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" CEMENTITIOUS FINISH(iYP,) ----------------------- RICsI-IT SIDE ELEVATION 0 0 12 VENT VENT 6 25 YEAR ARCHITECTURAL SHINGLES ON 30 Ib. ROOFING FELT OVER 1/16" OSB STRUCT, SHEATHING OVER PRE -ENG, TRUSSES 24" O.C. SCALE: 1/4"d'-0" 0 VENT 12 -16 12 ,. l6 SCALE: 1/4".4-011 8" STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 1e" OSB (TYP,) A GARAGE BEARING a 8'-0" A.F.F. fINISN FLOOR IV BEARING 6 9'4" A,F,F, WIN, HGT, 0 8'-0" A,F,F, jk FINISH FLOOR 19-1 j4GARACsE BEARING a 8'-0" A.F.F, E] 1R" CEMENilil011S FINISH(iYPJ 1/2" CEMENili101J8 FINI5H(11'P,) �A d LEST SIDS ELEVATION SCALE: 1/4"d'-0" FINISH FLOOR 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 - 139MPH 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 15.18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 NOTICE TO MILDER OR OWNER IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O AREiACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED Z W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. o T M IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS W CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED O J IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED U � Lu PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO o z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS w � (PITCHES E DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O Z AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED., ALL d W CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE w H CODES, N �r .--v 6r 12 61 - jk ENTRY BEARING 4112'-4" A.F.F. BEARING 9 9'4" A.F.F. WIN. HGT. a 8'-0" A,F.F. FINISH FLOOR BEARING 9'4" A.F.F. WIN, HGT. 6'-O" A.F.F. — FINISH FLOOR PENT 25 YEAR ARCHITECTURAL SHINGLES ON 30 Ib. ROOFING FELT OVER 1/16" OSB STRUCT, SHEATHING OVER PRE -ENG, TRUSSES 24" O.C. REAR 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" CEMENTITIOUS FINISH(iYP,) ----------------------- RICsI-IT SIDE ELEVATION 0 0 12 VENT VENT 6 25 YEAR ARCHITECTURAL SHINGLES ON 30 Ib. ROOFING FELT OVER 1/16" OSB STRUCT, SHEATHING OVER PRE -ENG, TRUSSES 24" O.C. SCALE: 1/4"d'-0" 0 VENT 12 -16 12 ,. l6 SCALE: 1/4".4-011 8" STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 1e" OSB (TYP,) A GARAGE BEARING a 8'-0" A.F.F. fINISN FLOOR IV BEARING 6 9'4" A,F,F, WIN, HGT, 0 8'-0" A,F,F, jk FINISH FLOOR 19-1 j4GARACsE BEARING a 8'-0" A.F.F, E] 1R" CEMENilil011S FINISH(iYPJ 1/2" CEMENili101J8 FINI5H(11'P,) �A d LEST SIDS ELEVATION SCALE: 1/4"d'-0" FINISH FLOOR 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 - 139MPH 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 15.18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 SHEET D MICHAEL BAKER, SR. FL. LIC, N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 t401n16-5662 W O .. Z W tr o T M aN W O J W U � Lu .� M o z Zo w � M � U O Z � U d W z w H N �r SHEET D MICHAEL BAKER, SR. FL. LIC, N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 t401n16-5662 W "A .. Z W tr o QLL aN W O J W Y.1 0 eg o z Zo w W L Z d W z w H N SHEET D MICHAEL BAKER, SR. FL. LIC, N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 t401n16-5662 "A � O a E w d Z z w H tou OL]aQ A 0- o SHEET D MICHAEL BAKER, SR. FL. LIC, N ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 t401n16-5662 8" C.M.U. SEE -WALL SECTIONS FOR DETAILS 8" F.H.A HEADER — 4" CONC, SLAB — CLEAN COMPACTED FILL a 95% STANDARD DENSITY AND TERMITE TREATED - 8" x 16" CONC, FOOTING W/ (2) 15 DIA, RODS CONT, ON CHAIRS 51.05' FINISH FLOOR (FIN. FLR. 16 ABY, CROWN OF ROAD) �? I II 50.38 AT GRADE (SEE DRAINAGE -I- PLAN FOR SLOPE 4 DIRECTION) III a I I1 I I _ 1-4" 1- 45 DIA, DOWEL W/ 25" MIN, OVERLAP (:A ) EXTERIOR MASONRY WALL FTG SCALE: 3/4°. 1'-0° 24 P,T, NAILER (EXCEPT W/ FRAME) 3/4" RECESS IN SLAB 4" CONC, SLAB CLEAN COMPACTED FILL - 9 S6% STANDARD DENSITY AND TERMITE TREATED 8" G.M.U. OR 11 114" OR 2 x FRAME WALL 2 1/2" LARGER BEYOND THAN FRAME WALL EXPANSION JOINT i— SLOPE TO R/W 8" x 16" CONC, FOOTING W/ (2) 05 DIA, RODS CONT, ON CHAIRS nGARGE DOOR REGE55ED SILL SCALE: 3/4" - I'-0" 4" CONC. SLAB 3'-6"x3'-(o"— NOTICE '-6"x3'-6"— cc T An' -n11 241-0" 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 U W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. 0 T cv IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS W 0 CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED �j � L6 IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED U � PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO 43'-0' I I 16 -3 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS �--- u (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY A � AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY M WORK IS DONE AND TRUSSES ARE CONSTRUCTED., ALL U II CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE w CODES, N II II IS'-3C=i" II 4" CONC. SLAB 3'-6"x3'-(o"— NOTICE '-6"x3'-6"— cc T An' -n11 FOUNDATION SCALE: 1/411:1'-0" 1"5 REBAR POURED CELL W/105 BAR CONT, FROM BEAM TO FOOTING. STEP DOWN TIE BEAM WC EMBEDMENT DER 203,33 - REINFORCING a N 1-1/2" 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 ONE STORY MASONRY WALL 241-0" FOUNDATION NOTES: I. CONCRETE FOOTINGS SHALL HAVE A COMPREHENSSIVE STRENGTH OF NOT LESS O THAN 3,000 P.S.I.1128 DAYS, U W 2, ALL 4" CONCRETE SLABS SHALL HAVE A COMPREHENSIVE STRENGTH OF NOT 0 T cv LESS THAN 3,000 P.S.I. 28 DAYS, SLABS SHALL BE REINFORCED WITH 6114" W 0 10/10 W.W.M. ON 6 MIL. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE �j � L6 TREATED FILL. (FIBERMESH OPTIONAL) U � 3. REINFORCE FOOTINGS WITH f5 BARS AS INDICATED. ALL BARS SHALL BE 43'-0' I I 16 -3 DEFORMED, SHALL CONFORM TO ASTM SERIAL DESIGNATION A30$ BE CLEAN AND �--- u FREE OF RUST 4 SCALE. SPLICES SHALL OVERLAP 25" MIN, A � 4. FOR CONCRETE BLOCK WALLS PROVIDE CONCRTE FILLED CELL WITH 15 BAR M VERTICAL CONTINUOS REINFORCEMENT AT CORNERS 4 WALL FENESTRATION. U II 5, EXTEND SLAB 1- 11/2 AT DOOR OPENINGS, w 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON N II II IS'-3C=i" II SITE BEFORE POURING OF CONCRETE SLAB, 4 7, MISSING DOWEL: 4- PRE -DRILL 3/4" HOLE MINIMUM EMBEDMENT V. REMOVE ANY AND ALL DUST FROM f -- a�o PRE -DRILLED HOLE. ADD TWO PART EPDXY AS PER MANUFACTURERS SPECS, PLACE CLEAN " 5 REBAR INTO PRE -DRILLED HOLE FILLED WITH EPDXY, TURN ROD SLOWLY UNTIL REBAR HITS BOTTOM, DO NOT DISTURBED DURING SET TIME 21 3" 3-611 AS PER MANUFACTURERS SPECS. 4 8. REINFORCED MASONRY WALLS: I _ A AVERAGE " 5 VERTICAL REINF, SPACING NOT TO EXCEED 6'-0" EXCEPT AT DOOR h OPENINGS, Ln C Oa DRY. W.M, II C14 REF. II o _ f 15'-il" N IIO I O° II 4" CONC. SLAB o 6'-011x8'-0" K• 0 28" x 28" x 16" DEEP o CONC, FOOTING W/ (4) I 15 DI DS EA. WAY ONCHAIRS H B - 3/0x8/O 1 10 - - -T .Q,_ n, I Ll pnp�FROM PROVIDE CHASE A.H. UNIT TO COMP. -4- ■ ■ _ cA LIJ 4'14 1'_8.. ac 0 II I 4 I � I 16/0010 OVERHEAD GARAGE DOOR _ 11-411 b' -O11 51-411 18'-8" 11-41 1 1 30'-0" FOUNDATION SCALE: 1/411:1'-0" 1"5 REBAR POURED CELL W/105 BAR CONT, FROM BEAM TO FOOTING. STEP DOWN TIE BEAM WC EMBEDMENT DER 203,33 - REINFORCING a N 1-1/2" 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 ONE STORY MASONRY WALL R -II BATT INSULATION GARAGE VARIES (MIN, 3 I/2") _ 2x4 STUDS 16" oc, BEARING WALL 1/2"DIA. x 5"A.5. W/611 1'-4" 111/2" 2"xi/8" WASHER 6 32" O.C. (SEE FRAMING DET,) RESIDENCE 2c4 Pi SOLE PLATE BASE !+5 SPED W.W.M. (2) +5 DIA. RODS CONTINUOUS ON CHAIRS OTHICKENED SLAB 6 GARAGE (BEARING WALL) SCALE: 3/4"= I'-0" ALL 6x6 10/10 W.W.M. TO HAVE MIN, 3'-0" OVERLAP a EDGE 4" CONC, SLAB CORNER REBAR 25" 25" SEE PLAN EtHicKEu� EDGE oEraiL CORNER FOOT SCALE: 3/4". I'-0° SCALE: 3/4" • 1-0 CONTINUOUS REBAR 2-+5's REBAR 0 1 STORY 3-'5's REBAR a 2 STORY FACE OF FOOTING INCx 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 R301 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 .I8 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 FOUNDATION NOTES: I. CONCRETE FOOTINGS SHALL HAVE A COMPREHENSSIVE STRENGTH OF NOT LESS O THAN 3,000 P.S.I.1128 DAYS, U W 2, ALL 4" CONCRETE SLABS SHALL HAVE A COMPREHENSIVE STRENGTH OF NOT 0 T cv LESS THAN 3,000 P.S.I. 28 DAYS, SLABS SHALL BE REINFORCED WITH 6114" W 0 10/10 W.W.M. ON 6 MIL. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE �j � L6 TREATED FILL. (FIBERMESH OPTIONAL) U � 3. REINFORCE FOOTINGS WITH f5 BARS AS INDICATED. ALL BARS SHALL BE Z DEFORMED, SHALL CONFORM TO ASTM SERIAL DESIGNATION A30$ BE CLEAN AND �--- u FREE OF RUST 4 SCALE. SPLICES SHALL OVERLAP 25" MIN, OU. � 4. FOR CONCRETE BLOCK WALLS PROVIDE CONCRTE FILLED CELL WITH 15 BAR M VERTICAL CONTINUOS REINFORCEMENT AT CORNERS 4 WALL FENESTRATION. U � 5, EXTEND SLAB 1- 11/2 AT DOOR OPENINGS, w 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON N SITE BEFORE POURING OF CONCRETE SLAB, tL 7, MISSING DOWEL: 4- PRE -DRILL 3/4" HOLE MINIMUM EMBEDMENT V. REMOVE ANY AND ALL DUST FROM f -- a�o PRE -DRILLED HOLE. ADD TWO PART EPDXY AS PER MANUFACTURERS SPECS, PLACE CLEAN " 5 REBAR INTO PRE -DRILLED HOLE FILLED WITH EPDXY, TURN ROD SLOWLY UNTIL REBAR HITS BOTTOM, DO NOT DISTURBED DURING SET TIME cn� AS PER MANUFACTURERS SPECS. 8. REINFORCED MASONRY WALLS: AVERAGE " 5 VERTICAL REINF, SPACING NOT TO EXCEED 6'-0" EXCEPT AT DOOR h OPENINGS, R -II BATT INSULATION GARAGE VARIES (MIN, 3 I/2") _ 2x4 STUDS 16" oc, BEARING WALL 1/2"DIA. x 5"A.5. W/611 1'-4" 111/2" 2"xi/8" WASHER 6 32" O.C. (SEE FRAMING DET,) RESIDENCE 2c4 Pi SOLE PLATE BASE !+5 SPED W.W.M. (2) +5 DIA. RODS CONTINUOUS ON CHAIRS OTHICKENED SLAB 6 GARAGE (BEARING WALL) SCALE: 3/4"= I'-0" ALL 6x6 10/10 W.W.M. TO HAVE MIN, 3'-0" OVERLAP a EDGE 4" CONC, SLAB CORNER REBAR 25" 25" SEE PLAN EtHicKEu� EDGE oEraiL CORNER FOOT SCALE: 3/4". I'-0° SCALE: 3/4" • 1-0 CONTINUOUS REBAR 2-+5's REBAR 0 1 STORY 3-'5's REBAR a 2 STORY FACE OF FOOTING INCx 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 R301 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 .I8 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 FOUND. PLAN W O .. U W ti N 0 T cv a W 0 .� �j � L6 W U � E Z J-0 �--- u M OU. � r U M � U U � to w _ N tL � 4- f -- a�o cn� Wz"'� FOUND. PLAN SHEET MICHAEL BAKER, SR. FL, LIC. M AROOII182 51S EAST 1ST, STREET, UNIT 1101 SANFORD, FL 32 -Ml (401718-56(02 N W to .. Z W ti N 0 a a W 0 .� �j � L6 W W to E Z Z W OU. 99 M to W to w _ N SHEET MICHAEL BAKER, SR. FL, LIC. M AROOII182 51S EAST 1ST, STREET, UNIT 1101 SANFORD, FL 32 -Ml (401718-56(02 N � to O AW E cc cc* w _ � a�o cn� Wz"'� h C Oa IL o SHEET MICHAEL BAKER, SR. FL, LIC. M AROOII182 51S EAST 1ST, STREET, UNIT 1101 SANFORD, FL 32 -Ml (401718-56(02 N 25 YEAR ARCHITECTURAL ROOF PITCH PER SHINGLES ON 301b. ROOFING ELEVATIONS AND II ROOF PLAN7 FELT OVER 7/16 OSB STRUCT. ( ) SHEATHING OVER PRE -ENG. TRUSSES 2411 O.C. R-30 BATT. INSULATION 2x SUB FASCIA GALV. MTL. DRIP Ix FASCIA - ALUMINUM SOFFIT r Ix2 BLOCKING - 1/2" CEMENTITIOUS FINISH (TYP PLAN 5 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND. (SEE PLAN) C 0 0'-0" FIN, FLR, 12 NEW 1/2" CEILING BOARD PRE-ENGINEERED TRUSSES AT 2411 D.C. HURRICANE STRAP EA. TRUSS SEE TRUSS LAYOUT CONT. TIE BEAM FILLED WITH CONC, AND IJ5 CONT, PRE -CAST LINTEL ALUM. FRAME WINDOW SEE MANUR SPEC'S FOR ROUGH OPENINGS PRECAST CONC. SILL 1/211 G W B OVER VAPOR BARRIER 4 3/4" P.T. FURRING * 24" O.C. W/ MIN, R-3 INSUL, SEE FO' PLAN FOR DETAILS ONE STORY tl'P, WALL sEctiou ALUMN. WINDOW 1x4 P.T. WINDOW BUCK W/ (2) 3/16"DIA, x 13/411 TAPCONS EVENLY SPACED AT HEADER 4 SILL AND (3) 3/16" DIA. x 13/4" TAPCONS EVENLY SPACED ON SIDE BUCKS OR WINDOW FRAME TO BLOCK PER. MANUFACTURERS SPECIFICATIONS, SCALE: 3/4" Wil' -O" SEE ELEV, FOR FINISHED TEXTURE) SXSX16 C.M.U. 1/2" DRYWALL Ix(o P.T. FURRING STRIPS WINDOW JAMB DETAIL SCALE: 111 =1'-0" SP2 EA. STUD 5 SPI EA, STUD 8" TIE BEAM II II II II 211 II / 2x4 OR 2 x6 OR 2x8 1/211 DIA, x 8" ANCH.BOLT W/2" DIA. WASHER * 32" O.C. AND AT CORNERS ANENDS EXISTING CMU WA_L KNEE WALL -CMU t0 FRAME KNEE WALL DETAIL NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TOP SPLICE >� DOUBLE 10d A. TOP PLATE SPLICE DETAIL SCALE: NTS 5/8" OR 1/2" Of 2 ROWS Idd * 611 0/C BOTTOM SPLICE OVER STUD HEADER SCHEDULE 2x STUD CONT. TO NOTICE: TO 51JIL-DE:R OR OUJNEER 0 ibd SPIKES * 12" TOP PLATE IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS UNDER LINTELS W/ GLUE 4 NAILED USING 1/2 PLYWD. OPENINGS LESS FLITCH ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED OPENING WIDTH BEARING WALL PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, 10'-0" OR IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS TWO TEARFUL CLARIFICATiON..STOP..ANO CALL THE DESIGN PROFESSIONAL LISTED 01-0" TO 3'-011 2-246 IN THIS TITLE PAGE, IT 16 THE RESPONSIBILITY OF THE LICENSED 3'-1" TO 5'-0" 2-2x10'S PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO 5'-1" TO 1-0" 2-2x12'6 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS THREE 2-24 W/ 1/211 (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY 1'-1" TO 9'-0" PLYWD, FLITCH AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 1, USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON FRAMING PLAN WORK 16 DONE AND TRUSSES ARE CONSTRUCTED., ALL WERE SIZED USING 1800 'FB' EXTREME FIBER IN BENOING(SINGLE) CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE 1bE it 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 5 SPI EA, STUD 8" TIE BEAM II II II II 211 II / 2x4 OR 2 x6 OR 2x8 1/211 DIA, x 8" ANCH.BOLT W/2" DIA. WASHER * 32" O.C. AND AT CORNERS ANENDS EXISTING CMU WA_L KNEE WALL -CMU t0 FRAME KNEE WALL DETAIL NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TOP SPLICE >� DOUBLE 10d A. TOP PLATE SPLICE DETAIL SCALE: NTS 5/8" OR 1/2" Of 2 ROWS Idd * 611 0/C BOTTOM SPLICE OVER STUD HEADER SCHEDULE 2x STUD CONT. TO TDP PLATE 0 0 0 0 ibd SPIKES * 12" TOP PLATE 2-2x STUDS HEADER -CONT, UNDER LINTELS W/ GLUE 4 NAILED USING 1/2 PLYWD. OPENINGS LESS FLITCH THAN 5-011 OPENING WIDTH BEARING WALL NONBEARING 10'-0" OR WALLS TWO TEARFUL 3.) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED * 611 O.C. 01-0" TO 3'-011 2-246 2-246 3'-1" TO 5'-0" 2-2x10'S 2-2x6'5 5'-1" TO 1-0" 2-2x12'6 2-246 THREE 2-24 W/ 1/211 -DOUBLE OR TRIPPLE HEADER * 611 O.C. * EDGE 1'-1" TO 9'-0" PLYWD, FLITCH 2-2x12'6 1, USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON FRAMING PLAN 2, PRIMARY FRAMING (BEAMS,GIRDERS,ETC..) WERE SIZED USING 1800 'FB' EXTREME FIBER IN BENOING(SINGLE) SO 'FV' HORIZONTAL SHEAR 1bE it MODULES OF ELASTICITY 3, JOIST, RAFTERS, LINTELS, ETC, WERE SIZED USING: 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FV' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY CL OF OPENING 2xbxl2 P.T. CENTER BUCK I/2" DIA, J BOLT ANCHOR QR 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 * 2911 O.C. W/ 5-1/2" EMBEDMENT DOOR. PROVIDE IR-1�' X��/ b CTHICKE OF WASHER W/ EACH ANCHOR. START BOLTS AFTpR GARAGE CURB (8 MAX.) BUCK DETAIL AT GARAGE 16” O.C. OR CUT NON BEARING INT, FRAME WALL SECTION P.T. 2x6 WOOD JAMB ANCHOR TO BLOCK TRACK SEE DETAIL„"RAGE DOOR I" x 211 TRIM FINISH PER, ELEVATION #5 VERT. BAR ON POURED CELL, JAMB At GARAGE DOOR LIMITING HEIGHTS OF STUDS SIZE 12 GRADE WOOD STRUCTURAL NOTES: BLOCKINGOF ROWS MAX. HT, 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. 16" NONE DAMAGED WOOD NOT t0 BE USED, 2x4 SPRUCE FIR 1611 2,) ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR 10'-0" 2x4 SPRUCE FIR BETTER UNLESS OTHERWISE NOTED. (PRE -ENG. TRUSSES EXCLUDED) TWO 72-0 3.) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED * 611 O.C. 12' THREE 4.) MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 2x4 SOUTHERN PINE 16" 5.) NAIL PATTERN -DOUBLE PLATE 12" O.C. OUTSIDE SPLICE ZONE 13'-4 2x4 SOUTHERN PINE -DOUBLE STUDS * 12" D.C. THREE 15 -011 -DOUBLE OR TRIPPLE HEADER * 611 O.C. * EDGE 16" NONE * 12" D.G. INTERMEDIATE. 2x6 SPRUCE FIR 16" -HEADER TO STUD * 4" O.C.EA. HEADER MEMBER. 14-411 2xb SPRUCE FIR -STUD TO TOP OR BOTTOM PLATE : (2)16d THRU THREE I6 -0 PLATE OR (2)1(od EA. SIDE TOE --NAILED TO PLATE. 16" THREE b.) ROOF SHEATHING TO BE MIN, 15/32" PLYWOOD OR 1/1611 O.S.B. 2x6 SOUTHERN PINE 12' NAILED PER ROOF NAILING PATTERN DETAIL. 19'-811 26 SPRUCE FIR 1.) GYP, BD, CEILING SHALL BE NAILED * 1" O.C. WITH 5d NAILS, THREE 111 18 -0 GYP, BD, WALLS SHALL BE NAILED * 811 O.C, WITH 5d NAILES 12' THREE LIVE LOADS PER FBC R301- 4 TABLE R301.5 2x8 SOUTHERN FINE 16" A. ATTIC W/O STORAGE 10 PSF. 221-4" 2x8 SOUTHERN PINE B. ATTIC W1 LIMITED STORAGE 20 PSF, THREE 24-0 C. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF, H3 4 - 8D D. BALCONIES AND DECKS (EXTERIOR) 40 PSF, HTS20 24 -100 x 1-1/2 E. FIRE ESCAPES 40 PSF. A35 12 - 8D x 1- I/2" F. GUARDRAILS AND HADRAILS 200 PSF, MGT 1- 5/8 x S 11 A, 5, G. GUARDRAILS IN -FILL COMPONENTS 50 PSF. SPH4,6PH6,6PH6 12 - IOD x I -1/2 H. PASSENGER VEHICLE GARAGES 50 PSF. HDQ8 I -1 DIA, A.B. I. ROOMS OTHER THAN SLEEPING ROOM 40 PSF, HGT-3 2 -1/8" DIA. A.B. J. SLEEPING ROOMS 30 PSF, MBHA I - ATR 3/4 11x 8 (TOP 4 FACE) WALL SHEATHING NAILING PATTERN MBHA (H=11/411) 1- ATR 3/411 x 6" (TOP 4 FACE) USE 8d COMMON NAILS... PANEL EDGES 4" O.C. AT TEARFUL SEGMENTS: 5" O.C. INTERMEDIATE HTSM16 4 -1/4 x 2 -1/4 TITEN ELSEWHERE: PANEL EDGES 6" O.C. HUC412TF 16 - 3/16 11x 2 -1/4 TITEN 12" O.C.INTERMEDIATE M5TAM3b 8 - 114 x 2 -1/4 TITEN SECOND FLOOR NAILING : 8d a 6" O.C. EDGES (GLUE 4 NAILI) HUCb12TF 16 - 3/16' x 2 -1/41 TITEN s 12" O.C. FIELD DTC 4-80 ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS, ALL STRAPPING HARDWARE TO PT LUMBER TO BE GALVANIZED EXPAND METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 17112" LONG, II GAGE NAILS HAVING A Y6" HEAD OR Y"LONG, lb GAGE STAPLES, SPACED AT NO MORE THAN 6" LIMITING HEIGHTS OF STUDS SIZE 12 GRADE O.C. SPACING BLOCKINGOF ROWS MAX. HT, 2x4 SPRUCE FIR 16" NONE 2x4 16" O.C. 6'-11' MAX SPAN 2x4 SPRUCE FIR 1611 ONE 10'-0" 2x4 SPRUCE FIR 16 TWO 72-0 2x4 SPRUCE FIR 12' THREE 141-011 2x4 SOUTHERN PINE 16" THREE 13'-4 2x4 SOUTHERN PINE 12 THREE 15 -011 2x6 SPRUCE FIR 16" NONE 2x10 121' D.C. 22'-9" MAX SPAN 2x6 SPRUCE FIR 16" TWO 14-411 2xb SPRUCE FIR 12 THREE I6 -0 2x6 SOUTHERN PINE 16" THREE Ill -0" 2x6 SOUTHERN PINE 12' THREE 19'-811 26 SPRUCE FIR 1611 THREE 111 18 -0 2x8 SPRUCE FIR 12' THREE 21'-0" 2x8 SOUTHERN FINE 16" THREE 221-4" 2x8 SOUTHERN PINE 12 THREE 24-0 WOOD SPANS RAFTER SPANS CEILING JOISTS SPANS FLOOR JOISTS SPANS 2xb 12" O.C. 14'-9" MAX SPAN 2x412" O.C. 9'-5" MAX SPAN 2x1212" O.C. 23'4" MAX SPAN 24 1611 O.C. 13'-5" MAX SPAN 2x4 16" O.C. 6'-11' MAX SPAN 2x12 16" O.C. 21'-2" MAX SPAN 2xb 24" O.C. 11,4' MAX SPAN 2x4 24" O.C. 14' MAX SPAN 2x12 24" O.C. 16411 MAX SPAN 2x812" O.C. 19'41 MAX SPAN 2x6 12" O.C. 14'-9" MAX SPAN 2x1012" D.C. 19' -ills MAX SPAN 2x8 16" D.C. 11-911 MAX SPAN 24 1611 O.C. 12'-I1" MAX SPAN 2x1016" O.C. I1-3" MAX SPAN II I II 2x8 24 O.C. 13 -2 MAX SPAN N I II 2x6 24 O.C. Id -b" MAX SPAN II I II 2x10 24 O.C. 14 -1 MAX SPAN 2x10 12" O.C. 24'-10" MAX SPAN 2x8 12" O.C. 10'-211 MAX SPAN LSTA30 2x10 1611 O.C. 22'4' MAX SPAN 2x8 16" O.C. 16'-1" MAX SPAN LSTA36 2x10 24" O.C. 18'-111 MAX SPAN 2x8 24" O,C, 13'-1" MAX SPAN MSTA36 2x1212" O.C. 261-111 MAX SPAN 2x10 121' D.C. 22'-9" MAX SPAN HETAIb (1 PLY) 2x121611 O.C. 26'4" MAX SPAN 2x10 16" 0.C, 44' MAX SPAN HETA16 (2 PLY) 2x12 24" O.C. 21'4" MAX SPAN 2x10 24" O.C. 16'41 MAX SPAN HUS26 CONNECTOR SCHEDULE MODEL' FASTENERS UPLIFT (133) SP1 6-100 4 -IOD 585 SP2 b -IOD b -IOD 890 61*4 6-10D x 1-1/2 135 MT512 14 -IOD x 1-1/2" 1000 MTS20 14 -IOD x 1-1/2 1000 LSTA12 10-I0D 605 LSTA24 I8 -10D 1235 LSTA30 22 -IOD 1640 LSTA36 26 -IOD 1640 MSTA36 26 -IOD 2050 HETAIb (1 PLY) 10 -IOD x 1-1/2 1805 HETA16 (2 PLY) 9-16D 1810 HUS26 14-160 6-160 1550 HGU62b-2 20-16D 8400 2325 FGTR 2 -112 x 5 TITEN 18-6DS 1/4 x3 5000 HTT1b I - 5/8" x 8" A.B. 18-160 3480 HTT22 1- 5/8 x all A.B. 32 - lbD SINKERS 5250 ABU44 1-5/5 11 x 8" A.B. 12-160 2200 A5U6b 1 - 5/8 x 8 A.B. 1240 2300 HTT5 26 - 160 x 2 -1/2 5/511A.B. 5090 H2.5A 5 - 8D 6116D 415 H3 4 - 8D 44D 455 HTS20 24 -100 x 1-1/2 1450 A35 12 - 8D x 1- I/2" 450 MGT 1- 5/8 x S 11 A, 5, 22-100 3965 SPH4,6PH6,6PH6 12 - IOD x I -1/2 1360 HDQ8 I -1 DIA, A.B. 20 - $DS 1/411611 8325 HGT-3 2 -1/8" DIA. A.B. 16 -IOD 10530 MBHA I - ATR 3/4 11x 8 (TOP 4 FACE) 18 -IOD 3145 MBHA (H=11/411) 1- ATR 3/411 x 6" (TOP 4 FACE) 18 -IOD 1885 HTSM16 4 -1/4 x 2 -1/4 TITEN 8-100 1115 HUC412TF 16 - 3/16 11x 2 -1/4 TITEN b -IOD 1125 M5TAM3b 8 - 114 x 2 -1/4 TITEN 13-100 1810 HUCb12TF 16 - 3/16' x 2 -1/41 TITEN b -IOD 1125 DTC 4-80 2-6D 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 3 / 211 SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTMC 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 I" BELOW CONC. ' NOTE: 1, ALL EXTERIOR ACCESSORIES SHALL BE PVC MATERIAL CONFORMING TO ASTM STANDARDS 01184, C926, C1Ob3 AND D421b, 2, CAULK ALL BUTT JOINTS, ENDS, ANGLES AND INTERSECTIONS AT TIME OF INSTALLATION, WOOD BASED EXTERIOR SHEATHING - OSB 015 N FELT DRAINAGE PLANE ® PAPERBACK LATH Q 1/8" NOMINAL STUCCO THICKNESS OR SIDING DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY INSULATION EXPANSION JOINT 1� MEMBRANE STRIP COVERING WOOD FRAME / MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP 5T-20 XL - 911 WIDE, TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL CEMENTITIOUS FINISH FLASHING DETAIL tv CONC, d FRAME INTERFACE 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, I. WIND SPEED :13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO). 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 t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SHEET C� MICHAEL BAKER, SR. FL. LIC. O ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 cP� W 0 .. U T_ ti O L16 a a O 'e E U � M ui W -ter 4 O i CID __t a' an c O -Uq --N U O L LL. U w M a � W 9) O A E N tL -1r cz �t- �6 SHEET C� MICHAEL BAKER, SR. FL. LIC. O ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 cP� W O .. Z W ti O L16 a a N M W E �j W ui Lu (a 19 p Z Z O vi W O L LL. oC w M a � W 9) A E N :z SHEET C� MICHAEL BAKER, SR. FL. LIC. O ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 cP� E N Z z w _ 0 o�cc A E O :z '"I �6 Co M w E,- ., a o 0- 0- o SHEET C� MICHAEL BAKER, SR. FL. LIC. O ARO011182 51S EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 cP� MOLD DOWN ANALYSIS UPLIFT ROOF VENTS EXPOSURE C 6 1) ALL CONNECTORS E FASTENERS TO BE SIMPSON, 1, VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE 2) CMU TO ROOF TRUSS - META18 W/ 9 -106 x 11/211 EA, 1450" (133) LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO 60o# (133) 4) MISSING STRAP CMU TO ROOF TRU55 W/ SIMP. HT5MI6 DICTATE LOCATIONS (8-10d TO TRUSS, TO CMU (4)1/4"x 2-1/4" TAPCON5) 1115# (133) 2, VENTILATION TO MEET OR EXCEED REQUIREMENTS IN BRACE TO BLOCKING i IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR FBC 2010 RESIDENTIAL EDITION, I i ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT 3. ROOF VENT AREA FORMULA: MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, 1,695 5Q, FT, OF CLG, - 11 AREA OF FREE VENTILATION REQ'D, PROVIDE 2x4 BRACE r0 ' EA, ADJ, DIAGONAL FASTEN wss!, "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE i TO DIAGONAL w/(2)16d BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. 4, VENTILATION TO BE RIDGE OR OFF RIDGE VENTING TO NAILS, NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MATCH EXISTING. TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO MOLD DOWN ANALYSIS UPLIFT UNLESS NOTED OTHERWISE: EXPOSURE C 6 1) ALL CONNECTORS E FASTENERS TO BE SIMPSON, IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS 2) CMU TO ROOF TRUSS - META18 W/ 9 -106 x 11/211 EA, 1450" (133) 3) FRAME TO ROOF TRUSS - H2,5A W/ 5 - 8d x 11/2" Ea, 60o# (133) 4) MISSING STRAP CMU TO ROOF TRU55 W/ SIMP. HT5MI6 GABLE WEB BRACING (8-10d TO TRUSS, TO CMU (4)1/4"x 2-1/4" TAPCON5) 1115# (133) 2x4 BLOCKS, (2)16d NAILS 9 EA, END, BLOCK ADJACENT BAYS 0 EA, DIAGONAL AS SHOWN, FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS a 6" O.C. 7116" 058. SHEATHING ( SEE NOTES FOR NAILINGREFER TO PLANS FOR PATTERN ) I -0" s-' EXACT SIZE OF O.H. PROVIDE 8d NAILS f 4" O.C. TO GABLE TRUSS CONT. 2X6 0 N 18'8" 6 514" 30' fR00f= F=%AMINGc PLAN SCALE: 1/4".1'-0.• �r t 0-1 SHINGLE LOADING 139 m.p.h. WIND NOTICE TO BUILDER OR OUJNER EXPOSURE C 6 4-3/16" HEEL IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS FBRG. a 16" 2X4'5 m 24" O.C. SQUARE CUT TYPICAL_ TRUSS END GABLE WEB BRACING (5) Ibd NAILS ALL HANGERS ARE HU526 PER TRUSS MANUF, GABLE END SHEATHING BRACE TO BLOCKING i IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR a' STUCCO OVER GALVANIZED LATH I i ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT OVER 15# FELT OVER HOUSE WRAP MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, OVER -1" OSB (TYP.) PROVIDE 2x4 BRACE r0 ' EA, ADJ, DIAGONAL FASTEN wss!, "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS NAILING -PERIMETER- 6" O.C. i TO DIAGONAL w/(2)16d BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. INTERIOR- 12" O.C. NAILS, NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE UNLESS NOTED OTHERWISE TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO SPLICE A5 REQ'D. �� ' z (2) SIMPSON A236EA. II 3-3/4 HOLD GABLE BRACING 0 48 1 _ -` BRACE TO PLT, 1/2" ANCHOR BOLTS O.C. MAX. 45•FROM u A (MIN, (o" EMBED) MIN, 6" FROM HORIZONTAL (+/-10-) m EA, END AND 32" O.C. MAX, BRACE NOT REQUIRED 6' NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS FROM EAVES, THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. LSTA-12,624" O.C. BOT, OF PLT, TO ROOF FLOOR TRUSSES TRUSSES GABLE TRUSS, ATTACH STRAP TO PLT, PT 2X8 PLT., CANT. FOR CLG, LONGWOOD ORMOND BEACH / MASCOTTE BEFORE PLT. 15 INSTALLED NAILING SURFACE W/ 1/2" DIA, ANCHOR JOB NAME 1695 MODEL BOLTS 0 32" O.C. 2539 POINSETTA AVENUE SCALE PROVIDE 16d NAILS GABLE END DRAWN BY JOB NUMBER TRUSS TO PLT,612" O.C. MAX, S-8-11 EXISTING CMU WALL G.4f5LE END CONNECTION DETAIL SCALE: 3/4":1'-0" 0 N 18'8" 6 514" 30' fR00f= F=%AMINGc PLAN SCALE: 1/4".1'-0.• �r t 0-1 SHINGLE LOADING 139 m.p.h. WIND NOTICE TO BUILDER OR OUJNER EXPOSURE C 6 4-3/16" HEEL IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS FBRG. a 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 HU526 IN THE EVENT THAT SOMETHING 15 UNCLEAR OR NEEDS NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT 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 15 CONSTRUCTING THIS PROJECT TO RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA wss!, "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 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS 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 4 APPLICABLE WOOD TRUSSES RECOMMENDATIONS" (SCSI 200(p) FOR FURTHER INFORMATION. CODES, POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED 0 N 18'8" 6 514" 30' fR00f= F=%AMINGc PLAN SCALE: 1/4".1'-0.• �r t 0-1 SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE C 6 4-3/16" HEEL 3 FBRG. a 16" OVERHANG SQUARE CUT TYPICAL_ TRUSS END ALL SEAMS 5Y OTHERS UNLESS NOTED ON LAYOUT. ALL HANGERS ARE HU526 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 EQUIPMENT 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 wss!, "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 PERMANENT BRACING IS 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 IS 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 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (SCSI 200(p) 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 ACCU—SPAN TRUSS CO. 407-321-1440 386-872-5098 / 352-557-4901 LONGWOOD ORMOND BEACH / MASCOTTE CUSTOMER HEATHROW CONSTRUCTION CORP. JOB NAME 1695 MODEL LOT/BLK/SUBDI V 2539 POINSETTA AVENUE SCALE DATE DRAWN BY JOB NUMBER S-8-11 RTW 16603 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, 1, WIND SPEED-13SMPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2. RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RE51DENCE (V) 3. WIND EXPOSURE . CATEGORY C 4. INTERNAL PRE56URE COEFFICIENT FOR ENCLOSED BUILDINGS 15.18 AND HEIGHT E EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 ROOF FRAMING PLAN W 0 .. ZO U� W ti N U. CV 01 a O W J W W Lu E Z M O � � U 0L. LL Z 99 M w W to N tL cz E O:Z: !_I_l ROOF FRAMING PLAN SHEET 1 '\ MICHAEL BAKER, SR. FL. LIC, M AROOII182 51S EAST 1St. STREET, UNIT 1101 SANFORD, FL 32111 (401)218-5662 W w .. ZO Z W ti N U. �M Q a W J W W E Z Z O W Lu 0L. LL Z 99 M w W to N SHEET 1 '\ MICHAEL BAKER, SR. FL. LIC, M AROOII182 51S EAST 1St. STREET, UNIT 1101 SANFORD, FL 32111 (401)218-5662 w � E E O:Z: Q �� O A A CL o� SHEET 1 '\ MICHAEL BAKER, SR. FL. LIC, M AROOII182 51S EAST 1St. STREET, UNIT 1101 SANFORD, FL 32111 (401)218-5662 FIGURE 1: FLASHING INSTALLATION ASPHALT SEALANT WALL SHEATHING EXTEND MIN, OF 6 11 OUTSIDE OF FLASHING GALV, MTL. CRICKET AS 'L' FLASHING SPECIFIED cr BY PLAN ROOF SHINGLES ^ :Jed%•�Ja; tel! �,J. •y 4iY�; FLASWING DRIP EDGE % FASCIA FIGURE 2: WALL FINI$H �--ROOFING FELT TEXTURED, PAINTED EXTERIOR WALL FINISH , w ti :. , "',"" . `.:w. w. : : HOLD EXTERIOR N.• , . � i;i ~'�\w.� \ •:LK.N."'•, w•1••\t At.A Y.t �•Z'.•w.\ FIN15H 2" ABOVE N N N ,t• _.K,�' .•w•w••.•w••.•w.w••.•w•w•w.w••.'w'w ROOF „. '. N '. •.• w FLASHING N.w• � � N'�i'w K •i'ii �' ~'it; i'.i' •� w, N M, is it w w•w. • w w.• • .�..w•e. . • • M M .� �\ � F N� ..i �':C N' 'ririww i......> % . CAULKING>• b" HIGH DIVERTER FLASHING ASPHALT SEALANT: EXTEND MIN, 6" ABOVE FIGURE 3: CORNER DETAIL 5 11 6" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES 6 TO 12" 'ER PLAN PECIs. ,LV, 'L' FLASHING PICAL. )OFING FELT DRIP EDGE ROOFING PER PLAN TYPICAL ROOF i0 WALL PLASHING DETAIL FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: TEXTURED, PAINTED NOTICE TO BUILDER OR OUJNER EXTER, WALL FINISH — (REQUIRED AT It IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PLASTER STOP ROOF 5 kR PROFE55IONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, 2 6" X 18" H GALV, _ IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS FLASHING CONT, --_ ` at Each End of Header CLARIFICATION -STOP- AND CALL THE DESIGN PROFESSIONAL L15TED 2 3 IN THIS TITLE PAGE, It IS THE RESPONSIBILITY OF THE LICENSED 3 3 PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO f— Z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS lu < (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY 2 2 AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 2 2 WORK IS DONE AND TRUSSES ARE CONSTRUCTED- ALL 2 3 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE 5 5 CODES, 2 3 FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: TEXTURED, PAINTED MIN: 3:12 SLOPE EXTER, WALL FINISH — (REQUIRED AT 6" X IS" H QALY, ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. LOCATIONS) AT ENTRY PLASTER STOP ROOF 5 kR SWINGLE$ 2 6" X 18" H GALV, _ 2 FLASHING CONT, --_ ` NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS iL WITH ROOF VALLEYS 4 ROOF CRICKETS. FLASHING DETAIL AT CRICKET i KNEEWALL INTERSECTION 811Q11 all 811 Q�� 5EA ANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/6" MIN HEADS, 6 PER SHINGLE. FLASHING DETAILS e valley by centering " `° wide f °'P or less tainTeed interGuard °°iPo°a� 24 in. erproofing Shingle ierlayment or Oii0 e 5 kR ivalent dir ctly to?'9 2 4 in. \ Rake \ Metal Drip Embed ,each shingle Edge ina2' widg strip of asphalt raging cemen . 611 RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF pder ave 7" piece se in 5th Cou ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL 0 40 a�r� Std vtd ao)oP MBtd \5� back from valley centerline F-Lo4SHIN(3 C)ET,41LS SCALE : NTS TYPICAL ROOF*TO WALL FLASHING DETAIL uuc, 3": roe mux viEu, ROOFING COMPATABLE NAILS UNDERLAYMENT AT MIN 12" O,C, NDN-CORROSIyE DRIP ,ROOF SHEATHING f JOINTS 1x2 PT WD BLOCKING FASCIA, DRIP EDGE DETAIL SCALE: 3" =1'-0" II ROOF EDGE TOP CHORD BLOCKING 9 4-0O,C, MAX, 5-0 IN FIRST 3 FRAMING SPACES Q EA, END ROOF EDGE 4 O O v ©_� O �R Z Q RIDGE 2 CIA 03 O 0 Sio 4 © Q3 � Q3 4 T J '�} BUILDING LENGTH ZONE I EDGES G TRU55ES b" D,C, AND INTERMEDIATE TRUSSES 12" O,C, ZONE 2 EDGES a TRUSSES 6" O,C, AND INTERMEDIATE TRUSSES 6" O,C, ROOF SHEATHING LAYOUT ZONE 3 EDGES 0 TRUSSES 6" O,C, AND INTERMEDIATE TRUSSES b" O,C, AND DIAPHRAGM BLOCKING ROOF ATTACPMENT PLAN FOR GABLE END FRAMING ONLY SHEATHINGS SHALL BE i ASTENID WITH MIN. »8 CsUN NAILS ROOF NAILING DETAILS NTS BOTTOM CHORD OF TOP PLATE ROOF MEMBERS B SEE STRAPPING CHART HEADER SEE HEADER SCHEDULE SP4 OR BENT OVER L5TA24 DOUBLE TOP PLATE OR 5P2 a 32 o.C. MINIMUM WALL AND HEADER STUD REQUIREMENTS 7. UPLIFT CONNECTION REQUIREMENT AT POINTS 'A'(TOP AND BOTTOM OF HEADER STUDS, UPLIFT CONNECTION CRIPPLE STUDS sP4 OR BENT OVER 15 REQUIRED AT EACH END OF HEADER 16" o.c. LSTA24 6 EA, STUD AND AT BOTTOM OF HEADER STUDS IN L5TAI2 0 32" O.C. MAX. ADDITION TO CONNECTORS AT FALL - SYMMETRICAL STUDS A FULL LENGTH WALL STUDS HEADER STUD FASTEN STUDS t0 NO CONNECTORS REQUIRED ADJACENT ONES W/ ONE STAGGERED ROW OF 16d, _ T_ _ — NAILS 0 b" O,C, 74�IIII IF- - � II II �I F44 i EACH STUD I I 5P4 IT EACH STUD I I 6II MA , II II II II II I 6" MAX C �C MAX. s'-0" UNLESS OTHERWISE NOTED FOR UP TO S' -0'I SPAN A- (2) LSTA24 TYPICAL FRAMING AND CONNECTORS B = SIMPSON F4 OR BENT OVER LSTA24 STUD/PLATES FOR OPENINGS(WINDOWS/DDORS) C : 1/2" DIA, x s" A,B, (6" MIN, EMB,) W/2" WASHER FOR EXTERIOR OR INTERIOR LOAD BEARING WALL a END of WALL, 4 32" O,C, 4 FLANKING EA, OPENING, AND TWO CORNERS. (TTP, U.N.O.) ROOFING vdl I Y KI A-,;UIW(*. D G90) UNDERLAYMENT DECKING VALLEY FLASHING DETAIL 2x4 NAILS END NOT EXPOSED TO WIND VERTICAL $CAD 0 481' Q,(� (MAX,) W/ 4-10d NAILS f TOP AND HURR, CLIP 6 BOTT, 2x RAFTER—� FRAMING ANCHOR SIMPSON A35 0 EA. END DRYWALL CEILING Unsupported Wall Wel' ht Stud Spacing 101 12 In, or less 16 In. 181 24 in. greater 12 in, than 101 2 in. 2 4 in. Maximum Deader Span (ft,) 31 61 91 121 151 181 Number of Header Studs Supporting Enol of Header 1 1 2 2 2 2 Number of l=ull -Length Studs at Each End of Header 2 2 3 3 3 3 f— Z -ted- O lu < n, ccl r U 2 2 2 2 2 2 2 3 4 5 5 2 2 3 3 4 4 1 2 2 2 3 3 VVI\111\NVNV IVI ♦.I -TI FI\ VI NI{y�I\y.l"111 I�.ItI SEE WALL SECTIONS UNDERLAYMENT DETAIL SCALE :3'.I'q' 2x RIDGE BDARD RIDGE TO BE ONE SIZE LARGER THAN RAFTER VERTICAL SCAB 2C VALLEY FRAMING (TYP,) 2x6 RAFTERS 1124" O,C, UP TO 11'-0" SPAN: FOR LONGER SPANS SEE CONVETIONAL FRAMING CHART, SHEATHING FRAMING ANCHOR 4-10d TOE NAILS RIDGE BOARD END TRUSSES OR RAFTERS. BEVEL OUT (TYP,) CONT, 2" x 4" NAILERS (TYP.) (2) 1/4" DIA, x 3-1/4" LAG SCREWS 0 48" O,C, SECTION ®� TO EVERY OTHER TRUSS OR RAFTER ►RD FIELD FRAMED VALLEY DETAIL N.t.S. RIDGE OR HIP 1x RIDGE BOARD i RIDGE i0 BE ONE SIZE LARGiR TMau RAFTER SIMPSON A35 EA, RAFTER 4-I0d NAILS ' �SIMPSON A34 SIMPSON A34 IM" DIA, x 31/4" LAG SCREWS 6 48" O,C, TO EVERY OTHER TRUSS OR RAFTER NOTE: I- TRUSSES t0 BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN, 2x4 NAILER TO ROOF W/2.114" 0 X 3114" LAG SCREWS SHEET 1415" O.C, - TO EVERY OTHER TRUSS OR RAFTER 3- CONN. 2x VALLEY FRAMING TO CONT, 2x4 4V ONE END AND 26 RIDGE BOARD -6 OTHER END USING SIMPSON A-35 FRAMING ANCHOR (OR EQUIV,) 4- ATTACH 2x4 VERT. SCAB TO 8',12' AND 16' VALLEY FRAMING SPACED 6 45" O,C, MAX, AND CONN, W/4 16d NAILS 9 TOP AND HURR. CLIP A34's BOTTOM 5- VALLEY SECTION $HEATED AFTER FRAMING !1 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 MICHAEL BAKER, SR. INCLUDING ASCE 1-10, FL. LIC, w AR0011182 I, WIND SPEED-139MPH ULTIMATE WIND SPEED (YULT) AND 108 MPH (VASD), 51S EAST 1St. STREET, 2. RISK CATEGORY 2 UNIT 1 101 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (Y) SANFORD, FL 32111 3. WIND EXPOSURE = CATEGORY C 1401)218-5662 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 W O .. oc Z O LU N O W. N a a M O U. W W �eg f— Z -ted- O lu < n, ccl r U O La LL. O U � �a N w= Cz NI- b - kn NOTE: I- TRUSSES t0 BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN, 2x4 NAILER TO ROOF W/2.114" 0 X 3114" LAG SCREWS SHEET 1415" O.C, - TO EVERY OTHER TRUSS OR RAFTER 3- CONN. 2x VALLEY FRAMING TO CONT, 2x4 4V ONE END AND 26 RIDGE BOARD -6 OTHER END USING SIMPSON A-35 FRAMING ANCHOR (OR EQUIV,) 4- ATTACH 2x4 VERT. SCAB TO 8',12' AND 16' VALLEY FRAMING SPACED 6 45" O,C, MAX, AND CONN, W/4 16d NAILS 9 TOP AND HURR. CLIP A34's BOTTOM 5- VALLEY SECTION $HEATED AFTER FRAMING !1 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 MICHAEL BAKER, SR. INCLUDING ASCE 1-10, FL. LIC, w AR0011182 I, WIND SPEED-139MPH ULTIMATE WIND SPEED (YULT) AND 108 MPH (VASD), 51S EAST 1St. STREET, 2. RISK CATEGORY 2 UNIT 1 101 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (Y) SANFORD, FL 32111 3. WIND EXPOSURE = CATEGORY C 1401)218-5662 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 W U4 .. oc Z O LU N O W. a a a M O U. W W �eg o Z zo vs o W O La LL. � W N w= NOTE: I- TRUSSES t0 BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN, 2x4 NAILER TO ROOF W/2.114" 0 X 3114" LAG SCREWS SHEET 1415" O.C, - TO EVERY OTHER TRUSS OR RAFTER 3- CONN. 2x VALLEY FRAMING TO CONT, 2x4 4V ONE END AND 26 RIDGE BOARD -6 OTHER END USING SIMPSON A-35 FRAMING ANCHOR (OR EQUIV,) 4- ATTACH 2x4 VERT. SCAB TO 8',12' AND 16' VALLEY FRAMING SPACED 6 45" O,C, MAX, AND CONN, W/4 16d NAILS 9 TOP AND HURR. CLIP A34's BOTTOM 5- VALLEY SECTION $HEATED AFTER FRAMING !1 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 MICHAEL BAKER, SR. INCLUDING ASCE 1-10, FL. LIC, w AR0011182 I, WIND SPEED-139MPH ULTIMATE WIND SPEED (YULT) AND 108 MPH (VASD), 51S EAST 1St. STREET, 2. RISK CATEGORY 2 UNIT 1 101 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (Y) SANFORD, FL 32111 3. WIND EXPOSURE = CATEGORY C 1401)218-5662 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 z U4 0 55 O a w o � w= kn C.0 LU p w h C L Q a a 00 O(L A A IL O NOTE: I- TRUSSES t0 BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN, 2x4 NAILER TO ROOF W/2.114" 0 X 3114" LAG SCREWS SHEET 1415" O.C, - TO EVERY OTHER TRUSS OR RAFTER 3- CONN. 2x VALLEY FRAMING TO CONT, 2x4 4V ONE END AND 26 RIDGE BOARD -6 OTHER END USING SIMPSON A-35 FRAMING ANCHOR (OR EQUIV,) 4- ATTACH 2x4 VERT. SCAB TO 8',12' AND 16' VALLEY FRAMING SPACED 6 45" O,C, MAX, AND CONN, W/4 16d NAILS 9 TOP AND HURR. CLIP A34's BOTTOM 5- VALLEY SECTION $HEATED AFTER FRAMING !1 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 MICHAEL BAKER, SR. INCLUDING ASCE 1-10, FL. LIC, w AR0011182 I, WIND SPEED-139MPH ULTIMATE WIND SPEED (YULT) AND 108 MPH (VASD), 51S EAST 1St. STREET, 2. RISK CATEGORY 2 UNIT 1 101 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (Y) SANFORD, FL 32111 3. WIND EXPOSURE = CATEGORY C 1401)218-5662 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 e m 121 LINTEL FLAN GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABV, MASONRY OPENINGS, U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END LINTEL NOTES HIGH STRENGTH PRECA8T AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATfON P.O. Box 74561 Tenpa, Florida 33673 Phone: -4641 IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS LINTEL NO, LENGTH TYPE MATERIALS TYPE COMMENTS/ I. F'C PRECAST LINTELS -- 3500 PSI, SRC -Ir 2'-1011 2. FIC PRESTRESSED LINTELS -- 6000 PSI, N32 -M L-2 3, FIC GROUT - 3000 PSI W/ MAXIMUM 3/8" AGGREGATE, 41-611 8FI615/1T 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ L-3 6039 MINIMUM NET AREA COMPRESSIVE STRENGTH :1900 PSI, 8FI6 I5/11T 10412 5, REBAR PROVIDED IN PRECAST LINTEL PER ASTM A615 GR60. 3166 4413 6039 1526 9004 10412 1'-6" FIELD REBAR PER ASTM A615 GR40 OR GR60, 1651 L-5 6. PRESTRESSING STRAND PER ASTM A416 GRADE 114" SF1615/11T 210 LOW RELAXATION, DL -1 5644 1, 1/32 WIRE PER ASTM A510, SF1415/IT 51-4" (64") PRECAST 8. MORTAR PER ASTM C210 TYPE M OR S. 1213 1301 GENERAL INSTALLATION NOTES 2311 2826 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS, 3846 1665 2889 5051 609(b 5400 6424 2, SHORE FILLED LINTELS AS REQUIRED. 1-6' (90") PRECAST 161 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 1615 2385 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 2439 2886 4, LINTELS ARE MANUFACTURED WITH 5-1/211 LONG NOTCHES AT THE 1029 16-2 2610 3639 5596 6613 5041 ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND 513 632 GROUTING. 5, ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, 14S 12 10 EXCEPT LINTELS 1114" AND LONGER WITH A NOMINAL HEIGHT OF n54 21 811 MEET OR EXCEED L/180, 3121 10411 (126") PRECAST 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE 482 802 BOTTOM OF THE LINTEL CAVITY, 915 1122 1, 1/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM 1535 658 1025 1514 2081 2114 3130 STEEL FOR MECHANICAL ANCHORAGE, 11'-4' (136") PRECAST 445 8, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE 935 1365 LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 2355 NOTES: PLACE 4" CMU CAP COURSE ON TDP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT. S' SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS 598 935 1365 1854 2441 3155 4044 PER ACI 318 AND ACI 530 362 421 SAFE LOAD TABLE NOTES 1028 1331 I. ALL VALUES BASED ON MINIMUM 4" BEARING, EXCEPTION: SAFE 1224 1416 LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF 2920 513 409 682 1004 1361 1631 1891 BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL 165 201 RECESSED LINTELS BASED ON 811 NOMINAL BEARING. 401 490 2, N.R. - NOT RATED. 661 N R 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD 165 239 383 550 136 940 1160 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 01 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. 8, FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. g, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, AREAS OF 5LOC< AAV, MASONRY OPENINGS ARE TO 5E GROUTED SOLID TO TIE SEAM. 1, ALL VALUES BASED ON MINIMUM 4" BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED 2. (U #5 REBAR IN TIE BEAM 15 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. 8" BEARING EA. END e m 121 LINTEL FLAN GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABV, MASONRY OPENINGS, U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END NOTICE TO 5UILDER OR OWNER HIGH STRENGTH PRECA8T AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATfON P.O. Box 74561 Tenpa, Florida 33673 Phone: -4641 IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS LINTEL NO, LENGTH TYPE ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED TYPE COMMENTS/ PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, SRC -Ir 2'-1011 IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS N32 -M L-2 CLARIFICATION—STOP—AND CALL THE DESIGN PROFESSIONAL LISTED 41-611 8FI615/1T IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED L-3 6039 PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO 8FI6 I5/11T 10412 FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS 3166 4413 6039 1526 9004 10412 1'-6" (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY 1651 L-5 AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY 114" SF1615/11T WORK IS DONE AND TRUSSES ARE CONSTRUCTED— ALL DL -1 5644 CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE SF1415/IT 51-4" (64") PRECAST CODES, 1213 1301 e m 121 LINTEL FLAN SCALE: 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, (_) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK ASA 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 LEGEND TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 5F-16-15/1 NOMINAL WIDTH L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 15 REBAR AT TOP MIN, (1) REQID -1/211 CLEAR � e ad C.M.U. a � a a 4 GROUT vo 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/811ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) WGH 81RENGTN PRECAST AND PREBiRE66ED A DIVI6ION OF FLORIDA ENGINEERED CONCRETE LINTELS AND BILL.B CONBTRIICfION PRODl1CrB CORPORATION P.O. Elo" 24561 tape, FIpFlG1e a3f.25 Phase eCli21-4641 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS C C GENERAL NOTES 1, AREAS OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABV, MASONRY OPENINGS, U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END W HIGH STRENGTH PRECA8T AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATfON P.O. Box 74561 Tenpa, Florida 33673 Phone: -4641 LINTEL SCHEDULE LINTEL NO, LENGTH TYPE LENGTH TYPE COMMENTS/ L-1 SRC -Ir 2'-1011 8FI6 18/1T N32 -M L-2 OP -145 41-611 8FI615/1T 3166 L-3 6039 5'-4" 8FI6 I5/11T 10412 L-4 3166 4413 6039 1526 9004 10412 1'-6" 8FI615/1T 1651 L-5 1913 114" SF1615/11T 4149 DL -1 5644 41-6" SF1415/IT 51-4" (64") PRECAST 1164 1213 1301 1809 2311 2826 3336 3846 1665 2889 5051 609(b 5400 6424 1450 1-6' (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 16-2 2610 3639 5596 6613 5041 9'-4' (1121') PRECAST 513 632 104S 14S 12 10 1482 n54 21 168 Im 1818 2544 3469 4030 3121 10411 (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4' (136") PRECAST 445 596 935 1365 1854 2355 NOTES: PLACE 4" CMU CAP COURSE ON TDP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT. SCALE: 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, (_) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK ASA 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 LEGEND TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 5F-16-15/1 NOMINAL WIDTH L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 15 REBAR AT TOP MIN, (1) REQID -1/211 CLEAR � e ad C.M.U. a � a a 4 GROUT vo 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/811ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) WGH 81RENGTN PRECAST AND PREBiRE66ED A DIVI6ION OF FLORIDA ENGINEERED CONCRETE LINTELS AND BILL.B CONBTRIICfION PRODl1CrB CORPORATION P.O. Elo" 24561 tape, FIpFlG1e a3f.25 Phase eCli21-4641 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS C C W GRAVITY LATERAL LENGTH TYPE SUB 05-0SFI2-M F2 -IT "-MMOM SRC -Ir *24.0 SR80B N32 -M M-15 m -is 81:16-I13 sFAD-IB SFA- M-8 OP -145 2 10" (3411) PRECAST X02 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 44' (54") PRECAST 1651 1181 1913 2651 3403 4149 45% 5644 2110 4021 6039 1526 9004 10412 %68 51-4" (64") PRECAST 1164 1213 1301 1809 2311 2826 3336 3846 1665 2889 5051 609(b 5400 6424 1450 1-6' (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 16-2 2610 3639 5596 6613 5041 9'-4' (1121') PRECAST 513 632 104S 14S 12 10 1482 n54 21 168 Im 1818 2544 3469 4030 3121 10411 (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4' (136") PRECAST 445 596 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 134 flW") PRECAST 362 421 126 1028 1331 1635 1224 1416 485 148 1016 1438 1855 2343 2920 513 409 682 1004 1361 1631 1891 19' 4" (232") PRESTRESSED 165 201 313 401 490 518 661 8" PRECAST 4 PRESTRESSED U -LINTELS C C W UPLIFT LATERAL LATERAL LENGTH TYPE SFbIT F2 -IT SFI64 SRC -Ir OF24IT FS -IT OF32-17 5118 BFS 81;9-2t 8F2 -7T 8F16 -2T 8F2o-2T 8R4 -2r 8F28 -2r SF32.9 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 44" (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 -m Til 1660 1105 2435 3111 3913 4656 5406 5'-4„ (64) PRECAST 1393' 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 (9011) PRECAST 9591 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 91-411 (12”) PRECAST SOP 612 980 1269 1560 1862 2144 454 630 801 1% 1192 1550 1910 2211 2634 104'(126") PRECAST 1161 498 193 1021 1261 14% 1131 39b 493 116 611 1039 1389 MIl 2034 2358 II' 4„ 4136) , PRECAST 666' 439 696 899 1104 1309 1515 363 5% 666 535 905 295 1595 0% 2198 13'-4” (160') PRECAST 5001 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 19' 4" (232") PRESTRESSED 165 201 313 401 490 518 661 N R :20:4] 165 239 383 550 136 940 1160 IREPZE VALUE 5T -Fi% FOR GRAPE 40 FIELD RE5AR 811 PRECAST W/ 211 RECESS DOOR U -LINTELS 4AW-44IIIIIam W GRAVITY LATERAL TYPEgRU6 LENGTH SRF(rR M -OB SRFIO-0B eRF� OW&M BRA ORM-015SRF30.0 VIA SRF6-6 6WLHB ORF 418 ORF16-I5 8RF22-IB MWA-15 8RF30-B 4'-411 (52") PRECAST 1489 1591 3053 2982 3954 4929 8904 6880 1821 342 4982 6412 1941 9416 10818 14" (9011) PRECAST 665 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 II' -4„ (36) PRECAST 362 421 126 1028 1331 1635 224 1418 485 148 10.16 1435 1855 2343 2920 yl�Il ^II) PRESTRESSED I� tNL N.R. A NR PIR NR NR NR NR 240 400 150 1090 1400 M20 2030 8” PRECAST W/ 2" RECESS DDDR U -LINTELS 4Amr-4096" W UPLIFT LATERAL TYPE LENGTH SRF(rR SRFINT 8RFl4IT 6WS-IT SM -IT SRFNrir SRF30-IT VIA aRFb M6 -7r 8W0.2r 5RFI4-2r SRFIS-2T MWW2(-2T SRF30.2T 4'4' (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 1'-b" (90") PRECAST 688 691 1325 1810 2260 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 II' -411 (136') PRECA57 340 1 532 686 641 991 1153 O 3� 513 1 409 I 682 1004 1361 1631 1891 (REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR FOR PROPER LINTEL HEIGHT,G,C, COORDINATE, LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLESS NOTED oTHE�WISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 161 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 15 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 ITIS ENGINEERS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY 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 8301 DESIGN CRITERIA AND NCLUDING 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 n � W O .. U ^114r N N IU6 1r cv M a a O u- O J W UM C� E �--- Z Z O d M M U O �r u O 4b: U 0� a d W to O N o rn O Z � cc T Iq LINTEL PLAN Sc DETAILS SHEET MICHAEL BAKER, SR FL. LIC. 0 AROOII182 51S EAST 1St. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 W .. Z C31o W N N IU6 Q a a M W O J W W C� E D Z Z O U) W O L U �C � M a d W to N SHEET MICHAEL BAKER, SR FL. LIC. 0 AROOII182 51S EAST 1St. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 z O Q w E U � � q v d Z o rn O Z � cc Iq I- LL-Uaaa0 a OtL A A x CL o SHEET MICHAEL BAKER, SR FL. LIC. 0 AROOII182 51S EAST 1St. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 ELECTRICAL SYM50LS LIGHT -4 TELEPHONE JACK 0 RECESS LIGHT I—I BELL SYMBOL CIRC, FLOOD LIGHT 06D. 4 C.C. SMOKE 4 CO2 SENSOR DETECTOR COMBO do SWITCH ® TELEVISION 3 THREE WAY SWITCH e EXHAUST FAN 20 DUPLEX OUTLET 4 ELECTRICAL METER (n= DUPLEX SPLIT WIRED OUTLET BLK DISCONNECT GEN. LIGHT 4 RECEP, TRIPLE OUTLET 1 FLOOR OUTLET 20 TRIPLE SPLIT WIRE OUTLET v ELEC. D15TR15UTION PANEL ® SPECIAL OUTLET (220) GFI W.P. RECEPT TRACK LIGHTING BLK CEILING FAN DRYER THEATICAL STRIP 11 GFI W.P. RECEPT 20 CHANDELIER ELECTIRIC,4L f0;4NEL 5(;HEE)ULE ELECTRICAL PANEL SCHEDULE -120/240 VOLT - 100 AMP -1PH - THREE WIRE CIRC, IDENTIFICATION TRIP COLOR TRIP IDENTIFICATION CIRC, NO 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, (G.F,I.) 20 BLUE 20 BATH RECEPT, (G.F.I.) 8 9 GFI W.P. RECEPT 20 BLK 30 DRYER 10 11 GFI W.P. RECEPT 20 BLUE 12 13 WASHING MACHINE 20 BLK 20 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 SPACE 22 23 SPACE a 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 9'-4” CLG. H.B. ELECTRICAL METER ELECTRICAL PLAN NOTICE TO MILDER OR oLNER CONDUCTOR IT IS THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O OLTED-TYPE ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED ONNECTION DEVICE NO PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT, GROUNDINGONMETALLIC ELECTRODEROTECTIVE k6FLEEVE, Q IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS W CLARIFICATION„STOP..AND CALL THE DESIGN PROFESSIONAL LISTED U � IN THIS TITLE PAGE, It IS THE RESPONSIBILITY OF THE LICENSED w w PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO c ju FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS � (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O U. AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED,. ALL d 'Z CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE O CODES, N tL KITCHEN 9'-4” CLG. H.B. ELECTRICAL METER ELECTRICAL PLAN LOAC) Co4LCULATIONS GENERAL LIGHTING (3 WATT/ 1,695 SQ, FT,) X 125% 6,356 WATTS RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS HEATING AND FAN MOTORS (4,500 WATTS X 1) 4,500 WATTS DRYER (24OV, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS 21,916 WATTS =240 VOLTS = 52 AMPS 100 AMP PANEL SCALE: 1/4" -1'-O" NOTE: CONDUCTOR ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT., O OLTED-TYPE SINGLE-PHASE, 15 -AND 20- AMPERE OUTLETS INSTALLED ONNECTION DEVICE NO IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED GROUNDINGONMETALLIC ELECTRODEROTECTIVE k6FLEEVE, Q BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO W PROVIDE PROTECTION OF THE ENTIRE BRANCH U � CIRCUIT, w w ALL DETECTORS SHALL BE SMOKE 4 CARBON c ju MONOXIDE COMBO. � ALL NON -CFI OUTLETS TO BE ON ARC FAULT O U. INTERUPTERS AND TAMPER PROOF, GFI OUTLETS OUTDOORS, GARAGE, KITCHEN AND d 'Z BATHS, O ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2011 N tL NEC. cn �? LOAC) Co4LCULATIONS GENERAL LIGHTING (3 WATT/ 1,695 SQ, FT,) X 125% 6,356 WATTS RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS HEATING AND FAN MOTORS (4,500 WATTS X 1) 4,500 WATTS DRYER (24OV, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS 21,916 WATTS =240 VOLTS = 52 AMPS 100 AMP PANEL SCALE: 1/4" -1'-O" EXISTING BIOME HAZARL) CONDUCTOR DETECTION UPC RAI)E5 O OLTED-TYPE 1, PROVIDE SMOKE DETECTORS IN ALL SLEEPING ONNECTION DEVICE NO ROOMS AND WITHIN THE IMMEDIATE VICINITY OF GROUNDINGONMETALLIC ELECTRODEROTECTIVE k6FLEEVE, Q SLEEPING ROOMS 4 CARBON MONOXIDE W DETECTORS WITHIN 10' OF ALL SLEEPING U � ROOMS IF NOT EXISTING. w w 2, ALL SMOKE DETECTORS ARE TO HAVE c ju BATTERY BACK UP AND BE HARDWIRE AND � INTERCONNECTED SO THAT IN THE EVENT O U. ONE IS ACTIVATED, ALL ARE ACTIVATED (IF NOT E)(ISTING) UNLESS SOLD d 'Z INTERCONNECTED AND HARDWIRING WOULD O REQUIRE REMOVAL OF INTERIOR WALL OR N tL CEILING FINISHES WHICH EXPOSE THE cn �? STRUCTURE, O z 3, ALL SMOKE DETECTORS ARE TO BE LOCATED NO LESS THAN 36" FROM CEILING BLADES, LOAC) Co4LCULATIONS GENERAL LIGHTING (3 WATT/ 1,695 SQ, FT,) X 125% 6,356 WATTS RECEPTACLES (180 VOLT/AMPS X 34) 6,120 WATTS HEATING AND FAN MOTORS (4,500 WATTS X 1) 4,500 WATTS DRYER (24OV, - 5,000) 5,000 WATTS TOTAL SINGLE PHASE LOAD 21,916 WATTS 21,916 WATTS =240 VOLTS = 52 AMPS 100 AMP PANEL SCALE: 1/4" -1'-O" 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) TO FOUNDATION STL. (MIN. 20 L.F.) t47 (3)l 4/0 THW, Cu IN 2C 100 100 O MCB AMP E.P. (3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 8' 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 OF AT LEAST 20 FT, OF BARE COPPER CONDUCTOR NOT SMALLER THAN No, 4 AND LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH, N,T,S, GROUNDING ELE(:;TfR I(::,4L N CONDUCTOR I, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) O OLTED-TYPE 4 THE "FLORIDA BUILDING CODE" (FBC). ONNECTION DEVICE NO 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED, GROUNDINGONMETALLIC ELECTRODEROTECTIVE k6FLEEVE, Q 3. INDOORS CONDUIT SHALL BE ROMEX CABLE OR EQUAL. W 4, OUTDOORS UNDERGROUND CONDUITS SMALL BE SCHEDULE -40 PVC UNDER PAVED AREAS, U � 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP, FOR A COMPLETE ELEC, INST. IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS, w w 6, ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG, AND ARCH. FIXTURES. c ju 1, ELCT, CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD, FOR TELEPHONE LINES 4 T.Y. ANTENA, � 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR, O U. 9, ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED, 10, ADEQUATE SERVICE MUST BE PROVIDED FOR NEW ADDITION, d 'Z 11. ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE, O 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) TO FOUNDATION STL. (MIN. 20 L.F.) t47 (3)l 4/0 THW, Cu IN 2C 100 100 O MCB AMP E.P. (3)04/0 THW, Cu IN 2"C (1) 02 In 3/4" Cond, to CWP 5/8"°x 10' GROUND ROD DRIVEN 8' 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 OF AT LEAST 20 FT, OF BARE COPPER CONDUCTOR NOT SMALLER THAN No, 4 AND LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH, N,T,S, GROUNDING ELECTRODE CONDUCTOR O OLTED-TYPE .. ONNECTION DEVICE NO R EXOTHERMIC WELD, GROUNDINGONMETALLIC ELECTRODEROTECTIVE k6FLEEVE, Q Q a W S.. II-.nv Iwu— W_lR WIN I\V1/ ""1 CESS THAN 1/2 -INCH DIAMETER, G 2 in. t MIN. 20 , D RECT ONTACT >r MIN. WITH EARTH, ENCASED GROUNDING ELECTR0DE DETAIL 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 (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 O NO ti N 0 LLM Q Q a W U � W w w E c ju m � � U O U. � U v d 'Z to O N tL o cn �? E O z En ELECT. PLAN SHEET 10 r�� MICHAEL BAKE IISR�" FL. LIC. " AROOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 W Lu .. z O W ti N 0 LLM Q Q a W O j LL. W w E c Z ZO vi UJ W O L4 U. v d W to w N SHEET 10 r�� MICHAEL BAKE IISR�" FL. LIC. " AROOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 Lu O A w E C3a�� N v d z z w o cn �? E O z En 03 Cn LU LU a SHEET 10 r�� MICHAEL BAKE IISR�" FL. LIC. " AROOII182 519 EAST 1ST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 TO ELECTRICAL DISTRIBUTION PANEL NEAT TRAP NOT WATER OUTLET 6" TO FIXTURES ELECTRICAL JUNCTION BOX (USE ONLY COPPER CONDUCTORS) JACKET PANEL JACKET ACCES PANEL AUXILIARY CATCH PAN 1-1/2" MAXIMUM DRAIN VAL UNION TEMPERATURE 4 PRE55URE RELIEF VALVE Vii�ONS-41h• I MODE NEAT CRAP 6" MIN. SHUT-0FF EXP, CONTROL VALVE TO COLD WATER SUPPLY RELIEF VALVE DISCHARGE LINE SUITABLE OPEN DRAIN � - � TO OUTSIDE WATER NEATER DETAIL SCALE: NTS TO EXISTING CITY SEWER KITCHEN 9'<'CL4, PLUMBING PLAN TO his °ir Y c,o 31 ct� roe lir 2" I 2" 13 ITuo 3"I W TOILS 3 � 3u \ , Cbqll� DRAIN Wo45TE VENT RISER Dlo4(3fRo4M SCALE: His 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 (VASD). 2. RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE : CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 18.18 AND HEIGHT ! EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 NOTICE TO BUILDER OR OLNER It 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED (O W PROFE65IONAL OR OWNER BUILDER TO CONSTRUCT THIS PROJECT. o r cv IN THE EVENT THAT SOMETHING 15 UNCLEAR OR NEEDS W CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED f— J LIM IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED U � w PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO O Z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS Lu (PITCHES E DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY :z cr AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY U Q! WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.. ALL W CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE o� CODES, N TO EXISTING CITY SEWER KITCHEN 9'<'CL4, PLUMBING PLAN TO his °ir Y c,o 31 ct� roe lir 2" I 2" 13 ITuo 3"I W TOILS 3 � 3u \ , Cbqll� DRAIN Wo45TE VENT RISER Dlo4(3fRo4M SCALE: His 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 (VASD). 2. RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE : CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 18.18 AND HEIGHT ! EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 PLUMBING & RISER DIAGRAM W .. (O W � o r cv am Q W E f— J LIM W U � w b a' CID O Z ZO Lu W � :z cr O U Q! W o� E N ►r o PLUMBING & RISER DIAGRAM ig Lu W .. Z W � o ~ Q am Q W E J LIM W W U) O Z ZO ji W � O� La C9 W E N ig Lu 2 q E W C) '� 4 E O��cyo"sa ►r o LL- Q a a SHEET I I MICHAEL BAKER, SR FL, LIC, M ARO011182 51S EAST IST. STREET, UNIT 1 101 SANFORD, FL 32111 (401)218-5662 VERTICAL -UP FLOW ,4.N.U. UNIT DETAIL N.i.S, KITCHEN 9'-4" CLG, M MEC:HANlC:AL PLAN SCALE: I/4":I'-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" 36 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 SCALE: N.T.S. UNIT M UNIT COND, DRAIN PAN EXTEND CONDENSATE LINE TO DRYWELL CONDENSATE TRAP DETAIL SCALE: N.T.5. 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 (VASO). 2. RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (Y) 3. WIND EXPOSURE -- CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT E EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 • NOTICE TO BUILDER OR OWNER IT 15 THE INTENT OF THE DESIGN PROFESSIONAL THAT THESE PLANS O FL, LIC, AROOII182 ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED Z W PROFESSIONAL OR OWNER BUILDER TO CONSTRUCT THI5 PROJECT. O U. r IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS M W CLARIFICATION -STOP -AND CALL THE DESIGN PROFESSIONAL LISTED J IN THIS TITLE PAGE. IT I$ THE RESPONSIBILITY OF THE LICENSED U � w PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO Z FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS lu (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY O lu AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED.. ALL W CONTRACTORS TO COMPLY WITH ALL CURRENT 4 APPLICABLE O N CODES, N KITCHEN 9'-4" CLG, M MEC:HANlC:AL PLAN SCALE: I/4":I'-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" 36 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 SCALE: N.T.S. UNIT M UNIT COND, DRAIN PAN EXTEND CONDENSATE LINE TO DRYWELL CONDENSATE TRAP DETAIL SCALE: N.T.5. 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 (VASO). 2. RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (Y) 3. WIND EXPOSURE -- CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT E EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 • W MICHAEL BAKER, SR` O FL, LIC, AROOII182 .. Z W N O U. r Q M W J W U � w -ter a' Z ZO lu W O lu W O N _ N O z � a HVAC PLAN DETAILS z u.t � A W O Z z W MICHAEL BAKER, SR` FL, LIC, AROOII182 .. Z W N O U. Q' Q M W J W W y� Z ZO y o W p0 LQ W pup N _ N SHEET 12 MICHAEL BAKER, SR` FL, LIC, AROOII182 51S EAST 1St. STREET, UNIT 101 SANFORD, FL 32T11 (401)218-5"2 pup N _ O z � a � C] 1,4 OtL A a x SHEET 12 MICHAEL BAKER, SR` FL, LIC, AROOII182 51S EAST 1St. STREET, UNIT 101 SANFORD, FL 32T11 (401)218-5"2