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HomeMy WebLinkAbout510 E 14 St 18-2277; NEW SFHr�CITY Of DEPARTMENTSkNFORD PIRE B_ulding & Fire Prevention Division PERMIT APPLICATION Application No: 12 — 2a I Documented Construction Value: $ 1,,2 199 0 59 ,e' Job Address: 510 E. 14th Street, Sanford, 32771 Historic District: Yes ❑No❑✓ Parcel ID: 31-19-31-507-0200-0020 Residential Commercial❑ Type of Work: New ✓❑ Addition❑ Alteration❑ Repair[] Demo[] Change of Use❑ Move❑ Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Title: VP Phone: (321) 299-6589 Fax; (407) 650-2879 Email: cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Phone: (407) 616-5997 Resident of property? ; No Contractor Information Cypress ' Homes /. David N Ferri (407) 616-5997 Name Phone: Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Fax: (407) 650-2879 State License No.: CBC1262052 Arch itectlEngineer Information Name: T.S. Chehal Engineering Street: 531 S State Rd 434 #1001 City, St, zip: Altamonte Springs, FL 32714 Bonding Company: Address: N/A Phone: (407) 521-5557 Fax: E-mail: raj7065@aol.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code Revised: January 1, 2019 -1 1 L+ % ' �� Permit Application DRAWING INDEX o 0 FRONT ENTRY 32 SF REAR PATIO - 144 SF' kEcoRU copy B M-1 N I TH-E-'. I .. TOTAL AREA UNDER ROOF 1937 SF REVIF ED FaR CODECOMPLIANCE BUILDING AREA SQUARE FOOTAGE CALCULATIONS ARE PIANS EXAMI NER- --- DONE BY THE ARCHITECT/DESIGNER. T.S. CHEHAL, PE. WILL DATE BEAR NO RESPONSIBILITY FOR ACCURACY.. BUILDER/OWNER . , . T0 VER,IFY THAT THE CALCULAI-IONS ARE CORRECT. SANFORD BUiLDINO DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS . . AUTHORITYJ0 VIOLATE, CANCEL, ALTER OR SET • -ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUIL QING OFFICIAL_ FROM THEREAFTER I REQUIRING A CORRECTION OF ERRORS IN PLANS, Cq TRUCTION OR VIOLATIONS OF THIS CODE -4���'ION FEST 1T P . REQUIRED • Results to be Verified at Slab Inspection q a 2 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION' — RITERIA AND ASCE 7- 30 r's. Cheh;d ' r omre)vl�,�)Irj • .. R301 DESIGN C - 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (VUL7) AND 108 MPII (VASD) Licengcd Profession it E:nF�?pi 2r 2. RISK CATEGORY 2 531 S. State fiord 4343ulte' 1001 3. CONSTRUCTION TtPE = SINGLE FAMILY RESIDENCE IV) AlGuiiuutc S�;finUs� Fy';I7; 4 4. WIND EXPOSURE = CATEGORY C (407)5"z l S i s7 5• INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax(407)521 34,' 1 EXPOSURE ADJUSTMENT COEFFICIENT 151..40 P.E. 0040.748 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE, 3.1'.18 SCALE: AS NOTED SHEET NUMBER Cl COV H Al FLOORPLAN A2 ELEVATIONS E1 ELECTRICAL P1 PLUMBING PLAN RF1 ROOF PLAN .. S1 FOUNQATION PLAN S2 LINTEL PLAN o 0 FRONT ENTRY 32 SF REAR PATIO - 144 SF' kEcoRU copy B M-1 N I TH-E-'. I .. TOTAL AREA UNDER ROOF 1937 SF REVIF ED FaR CODECOMPLIANCE BUILDING AREA SQUARE FOOTAGE CALCULATIONS ARE PIANS EXAMI NER- --- DONE BY THE ARCHITECT/DESIGNER. T.S. CHEHAL, PE. WILL DATE BEAR NO RESPONSIBILITY FOR ACCURACY.. BUILDER/OWNER . , . T0 VER,IFY THAT THE CALCULAI-IONS ARE CORRECT. SANFORD BUiLDINO DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS . . AUTHORITYJ0 VIOLATE, CANCEL, ALTER OR SET • -ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUIL QING OFFICIAL_ FROM THEREAFTER I REQUIRING A CORRECTION OF ERRORS IN PLANS, Cq TRUCTION OR VIOLATIONS OF THIS CODE -4���'ION FEST 1T P . REQUIRED • Results to be Verified at Slab Inspection q a 2 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION' — RITERIA AND ASCE 7- 30 r's. Cheh;d ' r omre)vl�,�)Irj • .. R301 DESIGN C - 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (VUL7) AND 108 MPII (VASD) Licengcd Profession it E:nF�?pi 2r 2. RISK CATEGORY 2 531 S. State fiord 4343ulte' 1001 3. CONSTRUCTION TtPE = SINGLE FAMILY RESIDENCE IV) AlGuiiuutc S�;finUs� Fy';I7; 4 4. WIND EXPOSURE = CATEGORY C (407)5"z l S i s7 5• INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax(407)521 34,' 1 EXPOSURE ADJUSTMENT COEFFICIENT 151..40 P.E. 0040.748 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE, 3.1'.18 SCALE: AS NOTED SHEET NUMBER L NOTE. Conceptual drawings, owner and contractor responsible for accuracy of drawings. O ILL r � '. Q vi � LL' cnw Z pw C ' c- cj� w c� __J V) LL, V) L1,... V) Q 4 U.J O ` 0 O I'`� Q � (� _ X U 7 LU �LLJ© �-' m c� d' rn UUm�: Cr QUO U) ¢LU z wwLU �— U �. o 0 UJ0¢ . LU W U_ 0 � u-• v � LLA ¢ Liw U Q z O V) U crl Q cn LU < CL >_ 110-19ZU.. z w p m 0> �p Z Q (� F" LU © m O U_j h LLJ N L1, m Lj_ Llj cl� i® ' m caw Q , N M11 Illke dG 9909 F .9 1N `V — u6'iV r SIT hE A 11 to,9 W "qq- i O ' livin , A. Door between garage and area of _ _. _. _ . W douse to be Minimum 20 ukh4e solid Core door & self Closing. area B. Wall between garage and liviilvall of house to have %x" finished LL minimum: C. Garage ceiling to -be 5/8" type fix" if there is living space above gar; ge, u, x E ati I' a o° $ x o q 0 ` CQj ti �I cw } FCe— 1� NST ,LE NOTE. Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.14.18 . SCALE: AS NOTED SHEET NUMBER A 1 , O DATE: 3.14.18 . SCALE: AS NOTED SHEET NUMBER A 1 , Conceptual tirawinBs, owner and contractor responsible for accuracy of drawings. 4" DECORATIVE RAND , W x 12" ROOF OVERHANGS t'. r 12" ROOF OVERHANGS YTEXTURED DECORATIVE' STUCCO FINISH gg / 12" ROOF OVERHANGS EliLE I w r , TEXTURED DECORATIVEL ID � SjUCCO FINISH w — :. I�C q TEXTURED DECORATIVE, STUCCO FINISH 12" ROOF OVERHANGS t'. r 12" ROOF OVERHANGS YTEXTURED DECORATIVE' STUCCO FINISH gg / 12" ROOF OVERHANGS EliLE I w r , TEXTURED DECORATIVEL ID � SjUCCO FINISH — :. I�C 12" ROOF OVERHANGS t'. r 12" ROOF OVERHANGS YTEXTURED DECORATIVE' STUCCO FINISH gg / 12" ROOF OVERHANGS EliLE I w r , TEXTURED DECORATIVEL ID � SjUCCO FINISH i r nnnF nvrPwAmr z ' � : • • DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER NOTE: THIS SiRUCtURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOADA2 S: REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION R301 DESIGN CRITERIAAND ASCE 7- 10 1. WIND 5PEED ='139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (`fASD)' Licensed Profcs5loaal Engin+,cr 2. RISK CATEGORY z 531 S. State Road 434 Sulle 1001 3. CONSTRUCTION TYPE - SINGLE FAMILY RE51DE14CE (V) Altamonte Springs, rL 32714 4. WINO EXPOSURE =.CATEGORY C (407)521-5557 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT &fAz(407)521-534 EXPOSURE ADIUSTMENTCOEFFICIENT 151AU P4 00407=18 R — :. q TEXTURED DECORATIVE, STUCCO FINISH i r nnnF nvrPwAmr z ' � : • • DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER NOTE: THIS SiRUCtURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOADA2 S: REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION R301 DESIGN CRITERIAAND ASCE 7- 10 1. WIND 5PEED ='139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (`fASD)' Licensed Profcs5loaal Engin+,cr 2. RISK CATEGORY z 531 S. State Road 434 Sulle 1001 3. CONSTRUCTION TYPE - SINGLE FAMILY RE51DE14CE (V) Altamonte Springs, rL 32714 4. WINO EXPOSURE =.CATEGORY C (407)521-5557 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT &fAz(407)521-534 EXPOSURE ADIUSTMENTCOEFFICIENT 151AU P4 00407=18 R ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO , ALL NON-GFI OUTLETS TO BE ON ARC FAULT' INTERUPTERS AND TAMPER PROOF GF'I OUIFLETS OUTDOORS, GARAGES AND ICITCHEN/BA`T'HS ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2014NEC Iy C_Off.eTo LIGHT$ AND OUTLETS 6'10 1__q Cj.0TO UJI:I ' I�fTERIOF.--- �INTERIOP• (ALIfI-NI IUH WIRING MAY BE 5U65TITUTFD PER LOCAL COIDE) 4/0 ALsER (200AMP) jj . 1 7/0 AL5ER (150 AHP)— i , V`,ye 't�Ia A� ' VERIFY BERVICE I 17(/� vM�YViL•hQ�,�9CS1�1rrt'` G\� :�1� REQUIF EI16ilT I A/C J T4n AT7D'L PANF15 AS RFGl'D PIT. I. :(20 CIRCUITS) TYP. PANEGOI1L30 F]Ox• TYP. FLEE, PANEL U.G. $CRV(CE F3Y :I r30 CIRCUITS) POWER CO. -^ .X GROUND- (2) 8/s" ROD 8' DEEP ELECT ICT.' RISER tDIAGIR M 1"f ovlk.,•Concrete-encased electrode. _ A concrete -encased electrode consisting of at least 20 feet (6096 mm) of either of the ss3aaa ,rye t fallowing shall be considered as a groundingelectrode: �+ I+ N3NIl Hs 5z j `N' —_ 1. One or more bare or zinc galvanized or other electrically conductive coated steel. — ^ — - — reinforcing bars or rods not less than 112 inch (13 mm) in diameter, installed In one continuous 20 -foot (6096 mm) length, or If In multiple pieces connected together by the usual steel tie Wires, exothermic welding, welding; or other effective means to create a 20 -foot m N j •(6096 mm) or greater length. HiVU � ]IiSdw - _ - F — 2. A bare copper conductor not smaller than`4 AWG. O 0~ Metallic components shall be encased by at least 2 inches (51 mm) of concrete and shall be O= ((,,� O a � \N O 'H(D located horizontally within that portion of a concrete foundation or footing that is in direct ©'� - u O >x �' O "`' contact with the earth or within vertical foundations or structural components or members.tha X w �"l _` i `r are in direct "contact with the earth. P t Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum no. 26 gage sheet steel, 1 inch minimum rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and S shall have no openings into the garage. (FBC-Residen(ial 302.5.2) 5 `} S, , NOTE: THIS STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION O THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW R301 DESIGN CRITERIAAND ASCE 7-10 T.S. C)ichid LIGHTING AND CONVENIENCE OUTLETS ONLY. T.S. CHEHAL 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VOLT) AND 108 MPH (VASD) Licensed 1'roressional Erigincer WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. IT'S THE 2. RISK CATEGORY 2 531 S. State Road 434 Sai0*1001 ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 3.CONSTRUCIONTYPE'= SINGLE FAMILY RESIDENCE (V) Altamonte Springs,fl,3'L71<! - REQUIRMENTS AND LOCATIONS OF ALL ELECTRICAL � (407)521-5557 - w 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & ' FnX(407)521-5434 x(40 )521 ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 ' 8 �Z T U .w_J Q O LLL LU w D U cc) ez •O Z z �G _j � t� 0 LLA oma'LU LU U U z0 O w Q zz ED � rz CD �F_Z a 0- U °wouz U Q } � °' � �. Lou- OLLI�,� O W ( w LU �/?M LU 00 Q :DQ• Z -�' U a CD q W 1—. O t_ O LTJ �--• w w U, Lai.. U IC; N H H LUJ e i V) f n W U V) Q to ct. W F— W ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO , ALL NON-GFI OUTLETS TO BE ON ARC FAULT' INTERUPTERS AND TAMPER PROOF GF'I OUIFLETS OUTDOORS, GARAGES AND ICITCHEN/BA`T'HS ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2014NEC Iy C_Off.eTo LIGHT$ AND OUTLETS 6'10 1__q Cj.0TO UJI:I ' I�fTERIOF.--- �INTERIOP• (ALIfI-NI IUH WIRING MAY BE 5U65TITUTFD PER LOCAL COIDE) 4/0 ALsER (200AMP) jj . 1 7/0 AL5ER (150 AHP)— i , V`,ye 't�Ia A� ' VERIFY BERVICE I 17(/� vM�YViL•hQ�,�9CS1�1rrt'` G\� :�1� REQUIF EI16ilT I A/C J T4n AT7D'L PANF15 AS RFGl'D PIT. I. :(20 CIRCUITS) TYP. PANEGOI1L30 F]Ox• TYP. FLEE, PANEL U.G. $CRV(CE F3Y :I r30 CIRCUITS) POWER CO. -^ .X GROUND- (2) 8/s" ROD 8' DEEP ELECT ICT.' RISER tDIAGIR M 1"f ovlk.,•Concrete-encased electrode. _ A concrete -encased electrode consisting of at least 20 feet (6096 mm) of either of the ss3aaa ,rye t fallowing shall be considered as a groundingelectrode: �+ I+ N3NIl Hs 5z j `N' —_ 1. One or more bare or zinc galvanized or other electrically conductive coated steel. — ^ — - — reinforcing bars or rods not less than 112 inch (13 mm) in diameter, installed In one continuous 20 -foot (6096 mm) length, or If In multiple pieces connected together by the usual steel tie Wires, exothermic welding, welding; or other effective means to create a 20 -foot m N j •(6096 mm) or greater length. HiVU � ]IiSdw - _ - F — 2. A bare copper conductor not smaller than`4 AWG. O 0~ Metallic components shall be encased by at least 2 inches (51 mm) of concrete and shall be O= ((,,� O a � \N O 'H(D located horizontally within that portion of a concrete foundation or footing that is in direct ©'� - u O >x �' O "`' contact with the earth or within vertical foundations or structural components or members.tha X w �"l _` i `r are in direct "contact with the earth. P t Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum no. 26 gage sheet steel, 1 inch minimum rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and S shall have no openings into the garage. (FBC-Residen(ial 302.5.2) NOTE: Conceptual drawings, owner and contractor ' responsible for accuracy of drawings. 5 `} S, , NOTE: THIS STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION O THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW R301 DESIGN CRITERIAAND ASCE 7-10 T.S. C)ichid LIGHTING AND CONVENIENCE OUTLETS ONLY. T.S. CHEHAL 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VOLT) AND 108 MPH (VASD) Licensed 1'roressional Erigincer WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. IT'S THE 2. RISK CATEGORY 2 531 S. State Road 434 Sai0*1001 ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 3.CONSTRUCIONTYPE'= SINGLE FAMILY RESIDENCE (V) Altamonte Springs,fl,3'L71<! - REQUIRMENTS AND LOCATIONS OF ALL ELECTRICAL 4, WIND EXPOSURE = CATEGORY C " (407)521-5557 - EQUIPMENT AND PROVIDE AND INSTALL COMPLETE 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & ' FnX(407)521-5434 x(40 )521 ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 ' 8 NOTE: Conceptual drawings, owner and contractor ' responsible for accuracy of drawings. DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER E.1' � O x U DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER E.1' NOTE: Conceptual drawings, owner and contractor DATE: responsible for accuracy of drawings. '3.1}.18 .• SCALE: .• • AS NOTED ' • . ', , : „ . ., 41. S NUMBER. UM R 1. NOTE: THIS STRUCTURE HAS BEEP! DESIGNED TO MEET OR EXCEED THE WIND LOAD Lj- DATE: • .. '3.1}.18 .• SCALE: .• • AS NOTED ' • . ', , : „ . ., S NUMBER. UM R NOTE: THIS STRUCTURE HAS BEEP! DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION _ 'l'.3. 8301 DESIGN CRITERIAAND ASCE 7. 10 Cilch k 1 1, WINO.SPEED = 139 MPH ULTIMATE WIND SPEED (VOLT) AND 108 MPH (VASO) LICCnied PrOk'CSSIOTIR(.Egglg2Cr t 2. RISK CATEGORY 2 531 S. SW*ic Ruga a34k 5u1'e <4L'U1 11 3.CONSTRUCTION TYPE�SINGLE FAMILY RESIDENCE (V) AltumonleS�riggs,.FL327t4 ' 4. WIND EXPOSURE = CATEGORY C S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 ,18 AND HEIGHT Et Fax(407)521-543,1 - EXP05URE ADJUSTMENT COEFFICIENT 151.40 P.E. 0040748 1 15 VERTICAL K SLAB ;"' A ' .. • o. iA OR GRADE j ° - rsrtCN Mfim— 2 05'8 CONT. T 111 i7����[ ` 4 ',—lli —� 4• i.•r MIN. {TYPJ. n L—Ira—t (2) #5 Rebar Cont. — 1 *5 VERTICAL SLAB_ a a OR GRADE '; °—, �,-� 3 •5'e GC�t 1T. oll 11-1-� ' ' 4 _ t 7.l1 T11, �MIN. (TYPJ j I=�-Vr`- • (3) #5 Rebar ,Goof. 1 05 VERTICAL L --- aTT—f�j� GRADE . .= --p TT'T— L—LL 1-1 Ll'i('T 2 05'15 CUNT. ••'� e •♦ • 3 C 0vTi �r _.{ 1y �"_ • I—..�-.....1 MIN. ITYi'J Ohm r (2) #5 Rebor Cont. n VERTICAL >� GRADIEEE . n :•:4 '(�1-11-•-•'r"tr-�••T' 3 05'e CONT �I I- - MIN. cTmJ n m r (3) #5 Rebar Cont. i s 3/4' PAINCU 111F1 �I •a+. �34'••J +'•'Q, 1�L���-ALL-I'... —1!!—I!!!"" 1 "5'15 GOhIT. k MIN. eTYPJ � A (2) J5 Rebar Con(, 3/4' R.4INCLI 4' coNC. gRivetug7 • .• a"• . F AXON 1 �J—!«5e, k*;_ TTt h4_—•-3 COVEIatk Errtj MIN. (TYPJ) ' CONT #5 Rebar Cant. 2 o LnauJ zp x 4 SLOPE 1/8" .12" I ��00 ° 0 I — M- I m Iia' ,;!�.— _ -. --- _ —........--. -.. .. - — — -..—..- -..- ...... — — 'Lij((( ii L x_� 4 I r _-_- _ _ __ __ �¢ r r r _j Q 1-- . 9. — — — _ _ CrU a I 0Lj I �wm I o2 { I N �z� LL °'QJ . I r__--- --....— --- —..._......_. ----- I I I ( I CW-) ow { ° (l i I I q°°�4 g4,M¢u1 I { >� SLOPE I/8":12"rn I V W Z� ca r I J { lL-IZ Gijw •• I -J C "• c� - 1 � t1 � a I I �_ I I �W° { 1 15 VERTICAL K SLAB ;"' A ' .. • o. iA OR GRADE j ° - rsrtCN Mfim— 2 05'8 CONT. T 111 i7����[ ` 4 ',—lli —� 4• i.•r MIN. {TYPJ. n L—Ira—t (2) #5 Rebar Cont. — 1 *5 VERTICAL SLAB_ a a OR GRADE '; °—, �,-� 3 •5'e GC�t 1T. oll 11-1-� ' ' 4 _ t 7.l1 T11, �MIN. (TYPJ j I=�-Vr`- • (3) #5 Rebar ,Goof. 1 05 VERTICAL aTT—f�j� GRADE . .= --p TT'T— L—LL 1-1 Ll'i('T 2 05'15 CUNT. ••'� e •♦ • 3 C 0vTi �r _.{ 1y �"_ • I—..�-.....1 MIN. ITYi'J Ohm r (2) #5 Rebor Cont. n VERTICAL >� GRADIEEE . n :•:4 '(�1-11-•-•'r"tr-�••T' 3 05'e CONT �I I- - MIN. cTmJ n m r (3) #5 Rebar Cont. i s 3/4' PAINCU 111F1 �I •a+. �34'••J +'•'Q, 1�L���-ALL-I'... —1!!—I!!!"" 1 "5'15 GOhIT. k MIN. eTYPJ � A (2) J5 Rebar Con(, 3/4' R.4INCLI 4' coNC. gRivetug7 • .• a"• . F AXON 1 �J—!«5e, k*;_ TTt h4_—•-3 COVEIatk Errtj MIN. (TYPJ) ' CONT #5 Rebar Cant. 2 NOTE: Conceptual drawin s, ownerIand contracfoi- responsible for • accuracy of.drawings. d 531 S. state ltoad •134 Stilt -1.001 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIUENCE IV} r\Itnmuate $priags, i T; 3271.4 4.WIN6EXPOSURE-CATEGORYC 55?07)SZ1-S' 5• INTERNAL PRESSURE COEFFICIEW FOR ENCLOSED BUILDING IS •18 AND HEIGHT Fax(407)521-5434 (407)521-5557, 4 (A EXPOSURE AUJUSTMENTCOEFFICIENTIS1.401-5 1'.E,0040748 DATE: 3.14.18 SCALE: AS NOTED SFIEE•r NUMBER (" - j ✓= QUALITY PRECAST COMPANY t -m ON SERVICE TABLE No, 8 GRAVI T 4 UKFr SAFE LOADS IPLF) a' x 37' CCt4 TIE LW1E1.8 PA• Box 1"STRUNG" 1 - ©rand4n, Fklr(da =09 -Dol l TAMPA DISTRICT ORLANDO DISTRICT SPRINGHIL.L. DISTRICT DISPATCH DISPATCH AISPATCH 813;W5.541vf111hhnrough 407,077.1000Motto Wondo a52.7B6.2901 727.021.6227 Plnopas 386.228.2112 Valu5iu n6�.4zs.3D70 Polk _ 1'-2' M_.. •.. _- _ _ yVWYV. G12 I a �ityprecas t. coin 'mm DISTRIBUTORS 1`9R1 11•0' C PRODUCTS INC / W9WIVIA CONCRETE PRODUCTS t_07T S CONCRETE PROOUCTS, INC, COMMERCIAL ONCRET 1 1 FL 6892 QUALITY PRECAST Co. - ,Ft 1418 -RI - _ CLEAR WANT LVIRL ITr'E TABLE No, 8 GRAVI T 4 UKFr SAFE LOADS IPLF) a' x 37' CCt4 TIE LW1E1.8 _ . HAgC WJ, LIM W4111 "11,1 ePA4 La,1El ITFE - GMVIIT 511E LOAD ' It�Cee) ttt>:1 OIILTLL _ 1'-2' OVAl d T•4' '. H-3 4'•0' 11•0' Preuat 10000 _ Nx900 ' H•7 3'•6' 7'•]' Pleu,t 91c1 1-1-5 4'-e' ICtrGl �_ n•3 4'•a' ]'.e' FTeult 4'•0• P,acalt Iocro H•4 4'.6'3'•7' 4'•6' Hcu,t ... ,._ 1.n•5 5'.0' 41.e' 3'•4' Pepe/t __ 51.71 1,%aW H.b ,5'.4' A.", Peu,l Prcult 4'-4' lcz o _ M-1 5'•b' 4'-G' Paul 2911 M_•17_ 1'•e' 6•.4' H•B 6'•l' V. 0, P,ecal _ 6'•B' �•8 ,,,,,,LIF`Crl, y, IOOOO H• 4'•6' S'•21 P,atat ' 73•]6._. I Lli000 t1410 M."'t 5* -A' M-4 M -IG 10'•6 o'-1' Ippop M•R 1'•6' b'-7' PCCeIt - IOCC0 M•12 T•8' W.4' P,ace,L {]]5 a'•6• 9564 (1.0 8'.G' 6'-e'. Paul U'.0' I'mcalt 6106 21.14 e'.4' 1'•O' P A,t 1066 1551 .B 9'•4' e'.D' P,aoa,t YL7} _I4'•D' 0205 H•i6 17.6• 9'-7' Peu,t •�•, Alm H•H D'•4' 11•a' P,eu,t 649 Mab 70'-y'+ AIN Pceva„cd _ 20'.0' Pcalruscd H•hl v'.6' G•1' RauLL 111 5165 H-20 U'•4' W.O. Peu,l ]961 Mal 14'.0' v'.a' Peutl ]6:L Hat 14'-e' U'•4' Pc,Uellad 7667 H-73 6'd' A% L7 Re,Ue„cd 7459 LI -14 n'•4' 16'.D• Pa,vmrcd n91 n-75 13'-4• n'•a Pra,Ua„ed IG'16 H•76 70'•D' B'•a' Pa>Ua,lcd F5'3P H-71 71'•4' 7n•o• Po,Uu,ed 1441 , nao 2r•v la.a• Pa.'ra,lad u16 13.79 74'•O' 71'•8' PUUu,etl vlv ' TABLE H., A GRAVnT 1 UPLIFT bAFE LOA DD (FLF) ' 0' x W' Ccl'TFro511E LR{CELS � ' rLtid La11El vo, LEIg14 . CLEAR WANT LVIRL ITr'E GRAVITY WE LOAD �•^-•_� 6PlIP 'Sf IA1lIt LU OVAL ) M•I 2'•kD' I'•6' Procell I It�Cee) H•2 3'-6' _ 1'-2' Peceol T•4' '. H-3 4'•0' 11•0' Preuat 10000 _ Nx900 ' M•4 4•-8'�1 3'•2- Frecw Dj. - 91c1 1-1-5 4'-e' 3'•4• lmcult 41.1. _ B414 1`116 564' 4'•0• P,acalt 6431 H•1 5•.10' 4'•6' F'racdel ]•. 505 H•8 b'-4• 5'.0' FYcuat p•5 4n5 H•9 G'.4' 51.71 P,awat _ 3934 H -I0 b••B• 51•4' Prcult 4'-4' 3119 H•II 11•6• b'•2' ' Pvtaat 3810 2911 M_•17_ 1'•e' 6•.4' '.0' Prcuel 215c, H•U' B'•0' _ 6'•B' �•8 T.D' 75DI M-14 B'-4' 'I'•O' _Preual Pracelt 73•]6._. I M -l5 9'•4' B'•0' M."'t 8'•0' 1969 M -IG 10'•6 o'-1' Pcte,l .._.__ _ 5677 M•11 It'•4• --�W-LD, Prated 1455 M -IB W.0' 10'•8' Pracefl {]]5 a'•6• II'•]' FTateet R51 ' N-70_, 13'•4' U'.0' I'mcalt 1144' { n•2l IA'.01 Ip'•e• PrccaIt 1066 f MM -72 U'•D' �i5'1h- I]'•4' Frutrml¢d 1734 YL7} _I4'•D' Retlroaeed _ 1160 H•74 ry 11'•4' 16'•0' Pc,vufcd 981 M•75 19'•4'. le'•O' Presv--d 649 Mab 70'-y'+ 10'4 Pceva„cd H•7 i 21'•4' 20'.0' Pcalruscd H•7t)�^11'•0' 70'.5' Preetwlred 111 71-19 24'•0' 22'-W Pv-t .....1 640 NO'I-E: Conceptual drawingS, owner and contractor responsible for accuracy of drawings, i DATE: 3.14,18 SCALE: AS NOTED SHEET NUMBER SII 00 • TA23LE No. 13 GRAVITY 4 UPLIFT 6A.FE LOADS (PV) B' x 16' F-�CE65 DOOR HEADER HAkK NO. LU CLEAR EP)41 U LHTEL ITPt I NO'I-E: Conceptual drawingS, owner and contractor responsible for accuracy of drawings, i DATE: 3.14,18 SCALE: AS NOTED SHEET NUMBER - • TA23LE No. 13 GRAVITY 4 UPLIFT 6A.FE LOADS (PV) B' x 16' F-�CE65 DOOR HEADER HAkK NO. TOTAL LEW510 CLEAR EP)41 DOOR 6,1E LHTEL ITPt uwitr wi[ LOAD _ 4DI,IP + :,au V. DETAL D9 p• 3'•e' T•4' '. Prca�t 10000 4'•0' 7''8' 2'.4, Dj. - , 0.3 41.1. 1'-10. 7'-6' Pretest 9756 •4 A'-4' 7'•0• ]•. Pawst Fx95] p•5 4'.0' )'•4' •. GtsL _ 6131 p_G 5'•8� 4'-4' A% ' Roast 3810 pl 6'•8' 5'.4' '.0' Prcuel 1138 �•8 T.D' G'•4' 6'•c5'. FYece,l 2108 p�9 9'•B' 8'•4' 8'•0' Pccasl I1436 NO'I-E: Conceptual drawingS, owner and contractor responsible for accuracy of drawings, i DATE: 3.14,18 SCALE: AS NOTED SHEET NUMBER EAFING,HEIRT 56HEPULE T.S.chehal, '..p, E. sill bear no responsibility ,for error in Trus,/LVL design or manufacture: The builder and the ' truss .manufacturer are to review truss . plans and verify Ali dimensions, 'spans, pitches, and quantitie§ bafure manufacture ' and shall, refer any. questions on loading. .. 'or design to the engineer of record.':. NOTES: l.) P.EFER TO HID Gil (PEGOMMENDATIUN5 FOP HANDLING I1\15TALLATION AND TEMFOKARY DKAGING.) PEFEK TO ENGINEERED, DPAWW65 FOP FEKMANENT I)FAGING REOMED, 2.) ALL TF%5E5 (INCLUDING TP1,155E5 UNDEP VALLE'( FRAMING) MU5T DE GOMPLET ELY DECKED OP REFER TO DETAIL V105 FR ALTERNATE DPACING REQUIREMENTS. 3.) ALL VALLEY5 ARE TO DE CONVENTIONALLY FPAMED DY DUILDER, 4,) ALL TRU55E5 ARE DESIGNED FOR 2' o,c, MAXIMUM SFACING; UNLE55 OTHERWISE NOTED, D,) ALL WALL5 5HOWN ON FLAGEMENT FLAN ME G61\15IDEKED TO DE LOAD DEAMIG, UNLE55 OTHEPWI5E NOTED, 6.) 5Y42 TRU55E5 MU5T DE INSTALLED WITH THE TOP DEING UF. 7.) ALL P001` TKU55 HANGERS TO DE 5NIF50N HT U26 UNLE55 OTHEPWl5E NOTED. ALL FLOOR TKU55 HANGEK5 TO DE 5[MF5ON THA422 UNLE55 OTHEPWI5E NOTED. b,) DEAMMEADEMINTEL (HDR) TO DE. FURNISHED DY DUILDER, 5HOF DFAWING ApPFOVAL 11115 LAYOUT ID THE 50LE e)OURGE FR FADRIGATION OF TRU55E5 AND VOID5 ALL RREVIOU5 ARCHI TEGTURAL OR O T HEK TRU55 LAYOUTS, REVIEW AND APRKOVAL OF T1115 LAYOUI' MU5T DE RECEIVED DEFOKE ANY TRU55E5 WILL DE DUILT, VERIFY ALL GONDITION5 TO INSUF,E AGAINST CHANGES THAT WILL KE5ULT IN EXTRA GHARGE5 TO YOU. Kequeted Uehyery Date ; . Approyed by; Dine: soft uul "Ider ..O,First,Source Orlclndo I'I-IONE; 407-851-2100 FAX; 407-b51-7111 . FFIONE: 8'13-75cl-5 151 FAX; 813-752-'1532 DUILDEK: Cypress.Homes MEL: Bimini L16ALAME51): KEYIiIUN: 'MLI;' f��rr5 DAR: DRAWN I)Y: JUfi ; 5-15-18'' Josh I . � . • •• . • • �iQsr,-rpt .'r� � .�....,�--, •• , gUNa �' o s a CGf1P. 3f ilt Y L E: OYlwR34 t 1=1 T f�S Tv1,t L� oa Pn1� srw11 Iwl a AT 4' o.� pd 1,� 91vt9C HA�s AT b' o.G : e�eral Lumber Notes 8 e�+1ALrrALaar Prr,arlAne 1wn Gt i 3/ih^ CDX �R Q9 illi t ; R 3 r71t 1 IM5t1LATICN '. ' •, .. RCWAUYAL$ir Pt'UF?4tnc NAIL AT E II=PCPTR0 MG9 AJiA AT 6VPPgNTm EDpR� AIV 6' O.C. F� VCR OWER dR&A9 , BLOC1cINo Alto R• o.c. POW 4 Cr RogP '' CoI1tent of moisture 19i�. 1�-�ft�El�D TF�1BSf&�Z4 TCR aHAneo ARuao or, x Al lumb to be.- Sauth6m Yellow Rine 12 with moxlmum NC8 Q C. toil ►tl�lcAat t>= .�t tel IOR N+r r l6 Exterior Lumber. to be Rwure TrOt6d: Studs May Be Sp #2. �t EA�-TR 10,5. &EE T .. t LA�-,oAJT FOR T F'E 4 t-hArct�". ' « with Ilse round and suppoz'ts permanent structit>t'es i11te1tded to iLO. faAPER op. All wood in cantaGt od 13C 317.1 .Z" PRovIpF_ �xh enc shall be a proved p•rreservative treated wU . F, BC ' .�6 . ,- 4_c' '•buiiiaII UGCUp. y __ STEEL PLATE C3✓rTUJEI 11 _ Rvoil NAiLOG PATi AIL& -AT 6" o,c. 6PAcING WEILD) 5EE ELCV, XcaNE: I - tr51~ ad RING sIIAI Il. N iF�7153 � GT1JJ. Gus 3 r r B 7 AMC) '�" a.a. A7 BUPI'QRTF37 C 6E'ACING f&UPr'oRTEi� F�GHs7 i ootzl�gs have beela doigned fora Fd COOLER NAit 3 OR Gt11©5 ! a l" OG. xoNtr : USF lid RING SWANK NAIL& AT 6 a. 4�•. , tion Notes'; { D 6". a.c. AT pGlt17 eneral hvu - 1, xessuare of 2000 PSS'. AN oP Octr7ING e14ANK NAILS: , Sol �Ie`ariAg ;p�{ J%� EUMATIc NAILS t IAT B� ueeT7 1N Writ! V'IV 7" I _ >. ; FNN " o•c. AT rE1LD. Lip ,�" a,p, AT EDGt?3 ANE? b - - � ' .1: Ai!'concreta slabs sllall•have a compressive strength of not less than 2500 PSI _ • _ ,I'jLLEU E3Gt`lD BR�l1"1 WAI-.13 • NAI AseLODE 9-14'X .o6a) '' Corti. Was" 8t=LiGE t-iIN f esNco 2-Ir4"X .ial AMC) P tt 28 days. : 1. TTM:2N, 4 o barrier over clean ' xr, c';' .r` inJ'i' �G: Li' h # 5.. t r _RioR wAU NAIL PA " s AciN� i. be reinforced with Ctber mesh an 6 mil. Yap r r -- _ OC), IPF -IL P) uea ad NAILS AT r, O.C. P TeRIOFt U1,ALE. 6NEATWING--) � , ,;.- ' • I. PL•rlua ..Slabs shall 5� " a.G, SPAcIN lht • d NAILS AT 4 .. compacted termite treated till.. .. .. - • D�F31 use a ... rcrl .. .. �l.Evn,-t'laJ �, raN6a � Uf'f=�Ili�Fa°aT �,eaTHr,� 2: Conuf eta Footings shall have a compressive.slrength of not leas Ulan 2SD0 PSE' 28 days. cErIENT TlE>CTURED irz^ STP Da AFRO OVER ; as ' dicated. All bass shall be deformed, and shall ! 3/�F'P.T, FLJI?Rlt?� $; n5u..���'� =L❑:�c Reinforce Footings with it S baro 1n FMIaH urLo. 4A1 NAILING PAT R141 OdDTN ; DS a d be clean and free From rust sad scale.. �f 3 . '.' �j•.,y f S 6l•M �•' to ASTM designationA .. ---- ..., • ePACIN� conform UBIz rel NbAIL6 AT verin at least 25°. Aid D0.r '�V tJt? ' "IG LASS UN Q. • Splices shall o p , - tult•tt�otif . • Nth attachmeratS Shall be Of .. • . e>Ja:SQ>+ atoxnaJ . aa• oa. 3. For concrete black walls provide concrete filled ce{is with 1 - fl 5 bet verticnllY �ft FIX>rD G ,All lath and l L[0+51N rlR�i � araCas continuous from footing to lie beam at all porners and where otherwise noted as per • a•,cu on SILL. • , co osis -resistant materials. Expanded nuetil or woven ; Foundation pian, : rr n p • thln ci.11ULIE. � 'RNP f 5h�� �- . A: extend s!n(i 1 •_» P�' ai•davr openings. .. .. wire lath shall be attached with 1.1/2 -Inch -long (38 znnd),11 . • 5, Extend sial} E -''/i' and recess 11411 for sliding glass door tracks. . , i�..c,a.�T SILL., : gage nails having a 7116 -inch (11.1 ami) head, or No Yi'oUC grad Sici�ibeS ttuOWeC�' 7/8-inch- long22.2 mm), gage staples, spaced at no mtolre than 6 : ( •' ' ax Cahn. .. .' iIlGk�es 152 ><Ilnat ' . .. • ' .. :. • ' .' • .. , .. •, • • •. .; ' •'. - GI' �0 �E Ga�V�ll>I�il�ed . ' .. • . ' '' •. •' . _ ( )•: ; .. II'Stran ib I -Li 'dwitre �'o �`'�' Lulmb p� g ; GGS iG. f3l W/ FiL3F� S>~91 I f' Gltiti�s+�` : ' . OR &X6 WIN OVER 6M VI TIT5'.0[.=-. STUDS LIMING i-IlG I --I O.G. ' 13E.oci<w(•MAX HT. SIZE, #2 CWADE. ' SPACING O= 1,0W SpKUG FIR 16' NONE �•_ p• _ !t4 9f'RUGI! PIK 2X6 16•U.C• 13'9' MAX SPAN 2X1 16' U,C 8'7' MAX SPAN 2X12 14'O.c, pule' MAX SPAN ?.x r 5r[ -UGI~ Pig .' I�' TWO a%8 12'G.G 19'6' MAX SPAN ' Tx4 elrRIJGC FIR, . l2' THKEE .. 2X6 16' OZ. 12'11' MAX SPAN 2x4 °iOUTl1ERN PINI: 2X8 E4'U•C. 13'2' MAX SPAN TIiRE>~ i�•-4' Yx4 900THERN r1N1~ Iz` THRIEE! 2X14 16'U.C. 22'1' MAX SPAN 2xe 16' O.C. 16'7' MAX SPAN ' 'f/G� ' 2X10 24'O.C, 18'1' MAX SPAN 2Xa 24' U.G. 13'7• MAX SPAN '7,xG• e 1G•.. T17O Iii' -4• ; Zxi. SFr=a f"!K 12' THREE 2X12 24'D.C, 21'4' MAX SPAN U; SOUTHERN rm.. IG' : THEE !7•-a, u4 4 UTI EERN. rlN 12' THKEE, ,' ' 1q, d' . xxa trgm! Fin I - T REI; Z%- rig lz' T'J IYlau THREE zr�o'. 20 1�10UTHI;RN FINE :' Il:',' x,C ie pUTHERN rlNlt3 ' .. iz' TH9E12- SPI G 4-107) 585 { o' -p" FIi L FL. . . •,. .. SP2 6--1017 610D 1077 890735' ,� G E 'SP4 6-101) X FUlIBH H Q,' 000 �aD ' MTS12 14 -IOD � 1-1/2" 1 IIII il, ..„ • loos .. - .. .... .. .. A; •, , C " _ 1-112 _ .. IY1.TS2D 1410E .. Q� . I i II LSTAi2 1235 s� • LSTA24• . { I •° LSTA30 2210E 1640 _ 1640 L$TA36 26 -IOD 2050 ' 26-lOD CLEM COt 1PAGT)wD MSTA36 16." 1805 ' I I I TEt�4,1 TE TF -E 61 . IPL 10 -IOD /2 _ 6 a . 73>✓TAl ( � -16D : 1810 .. • • - - • .. .. - .. TTr . 16 x �.a rlcrio. � (. , Fit.. • , • , '. TA1G(2TLXj 9 FooTr_ i III I i f 6-1617 , 1550 • $US26 14 160 :.' .' - _ ROD CorIT. $GUS26-2 .2U -16D 8 -IGD 2325 2-1/2"X5" Tf rLN' 18 -SDS 1/4"X3" '5000 11 GTR „ „ 3480 W L vEGT. 81716 1-518 XS A.B. 18-760 � l''� NE ETES Prl'� cfitE sroR7 e i�Loc� .Qi, :' `�-; 7 , /s"Xs" A.B. 32-16D sm11�zS 5250 1 U6?.�s t� '... /a cF � ntTiTi 17(1'722 1-5; P�sjhlC)lE�gUGl1..' p lNG`• T CJUGI O[7TIF1C1 t-tOtIOLITHic i=TG. ;`' OUS FINISH U 1-5/8"X8"A.B. 12-16A 2200 $ ti WA 1-518"X8"A.B. 12-16D GRQIiTEb St7LII) SLEEVE' SHAL�''BE ABUG6 rl .5" ' -� AROtINb 'PIPE • Cn-•-��o�.k2- �- /� /�,,�', 9 t� • , 2 SIZES LARGER.AAM 415 SLEEYE a"L> EYE SHALL BE. ' PIP<: PASSING THROUGH . F: , 5 S -8D 5-8D , i ; LLT/ I'APERBACKED 11.2. A Q� SIZES , LARGER THAN 113 48D x-80 • 455 PIPE PASSING T}IROUGH' LA I'll MATERIAL " 1454 M820 24-IOIYX 1-1/2 i- -" 5 •IA �, b e s shall ba installed in \ 1 1 -Lx." t 450 ,y 'T �. 4 r " valleys. Pall y lining A35' 12-8D X t `� ., ? ' accordance with. manufacturer's iustaiiation instructions . r 1-518"XS"A.i3. 22-10p 3965 ,,.,- .•, elinin saftbafollowing' ;� LAPPED MOISTURE MARRIE MGT . ; ;'* : ; before applying shingles. YaII y $ d i R +' 136U �_ / I-iO 4 SP$G S.P$8 12-10I� X 1-l/2T =r t �:'' �' a` r_ types shall be permitted; <. - ( USE WRAP) -7 DIA•. A.B. 1 7 v �tDaB j 8 1. ror open valla vat ' lining enposed) luted with ... /� 20530 �;. - P Y ( Y z P ` �.: .�� ; ++ 16-100 I / `� _5 8 DT A. A B: - _ t 2 / Inches WO - _ -3 o valte linin shall be at least 24 h. .': OD SI f .. - .. .. •$GT - I • �uletal, tfz y 0 � . /. EATFIING /,Z C „D X " , rp C 8-1OA 3145 :, / 1 -ATR 3/4 X8 C p 1 . . THICK NED G ide and of an of the corrosion / f 11 t • .. .MBNA • � E (10 mm) w . Y , � I'� i C r 7- o ra , . QN PLAN Q i b 5�, MBIIA =71/4") 1-ATR3/A"X8' `iJ 18-1gD 1885' SEE REBADATi t. •� �.' SLAB UrIO�R - I (B . tantraetals � I ' „ +� N 8-101) 1175 'FOR KEBAB •t7UANTCiY .�; , _� 1 7/a" PETSM16. 4-1/4 X2114 TiTE 2,For open valleys, valteyitningoftwo plies ofmia- I :,�' MOISTURE BARRIER \� i'. �. :i..: $FJC412'fe 1.6-3116"X2114"T1T1aN G -10D 1125 1 I eralsurlacerolirooi3rl$,cornplyingvnthASTMD t ,� BELOW WOOD I x:.,:.. (WALL. TRANISI'rION I tUCiW li1Al11el it ' : " TEITN' 13-1DD 1870 lig FEDAR WITHIN 'FOOTING �-r CONCRETE Ff�n7fwR 249; sball bd ermitted.'The bottom layer shall be T ; ) MST.A_M36 8-1/4"X2/14 I 1G-3/1G"X2./4" TTl EN G-1QD X128 './Y S ' I4ItI,; SPLICE OVERLAP (SEE FOUNDATION PLAN P " ° I ETJC612 i� . 18 inches (487 tnm) and IIIc top layer a minimum 1 DTC 4-8D 2-8D ' . FUR SIZE) of 3tS inclZes (914 mm) Wide. l , ° a I - d1� - EDG =- 3, Far closed valleys (valley covered with Shia ° n r iJRIP [ A,.a. TYPICAL, '1=�OQTING ��TA1�.. - R files), vr.ucy lining of one ply of smooth roll D roofing complying with ASTIYID 224 Type 11 or n '' . "-W,,''I'°`' cCMChifITIOUS FINISFI C 1-1•,6�.1- tsd NAILG q' A" O.C. • Type iI u.d atleast36 inches (914mm) ) vide or IWTI!RL'Yelelmin asd scribcdinttomsI a d 2 above a r,r �•CORNEIRE} kballbeper3nftted,Specialty undcrlaymeotcarrl '•� CONCRETE B �- X 1 with ASTM 151970 maybe used in ! LOCK I/2 ar 5/Is" . t ' �' � �� . , . , . .. .. .. plying Y OR SOLID CEMENT Cont 1 nu 1 �.� �� t lLt ss� »t,oc1� tl.e linin material. circ �rnt. i �orCa Luo ii e . • 2X4 WOOD STUD l - L f�LIG5 DET1�I ' )-ALL EXTERIOR ACCESSORIES S( -TALL DE PVC MATERIAL CONFORMING TO ASTM STANDARDS ' D1764,'C926, C1063 AND D4.216, 2 -CAULK ALL BUTT JOIN TS, ENDS AND _ r APIGLES, �D INTENSECTIONS AT TIME OF ISIS' Wee screeds f TA :-� m ' No,2G galvanized sheet a.,e), corrosion -resistant weep 1 OG'� Pi.� A, mialmuru 0.019 inch (0.5 m ) ( o g '''� , f ' e auge of 31/2 inches 89 i • - d ... .. '� N: //,Nt f,C S Jf• 6'G/ff N%k r7 N screed or plastic weep screed, rt'fth a minimum vertical attachment f] ( �, Q �I TR Q . ' 1.11 ..� ••.. .. .. IP 1►COTit-' 13m= 1.1FT to 6ta�� : �� .toraonr.,, O 'CONVENTIONAL FRAMING SPANS MAX SPAN 24'Q.C; RAFTER SPANS CEILING JU15TS FLUOR JOISTS ' 2X6 li'U.G 14'9' MAX SPAN 2X4 I2' O.C• 93' HAX SPAN 2X12 12'U.G 2314' HAX SPAN, ' 2X6 16•U.C• 13'9' MAX SPAN 2X1 16' U,C 8'7' MAX SPAN 2X12 14'O.c, pule' MAX SPAN 2X6 24'134, lt'9' MAX SPAN 2X4 24' U.C, 7'3' MAX SPAN 2X12 F!4 1041 1616' HAX SPAN a%8 12'G.G 19'6' MAX SPAN ' 2X6 12' O.C. 14'9' HAX SPAN .. 2X10 1 115,911; NAX SPAN 2X8 16'O.C. 17'9' HAX SPAN 2X6 16' OZ. 12'11' MAX SPAN 2Xla l6'a,C.' lTD' NAX SPAN 1010., 2X8 E4'U•C. 13'2' MAX SPAN 2X6 24' O.C�10'6' MAX SPAN zx10 24'U.C, 14'1` HAX SPAN 2X10 12'O.C, 24110• MAX SPAN ' 2x8 12' U.C, 19'2' MAX SPAN,------------ ' 2X14 16'U.C. 22'1' MAX SPAN 2xe 16' O.C. 16'7' MAX SPAN ' 'f/G� ' 2X10 24'O.C, 18'1' MAX SPAN 2Xa 24' U.G. 13'7• MAX SPAN be installed independently such as each layer provides st paste continuous plane and any 2X12 iz•U,C. 26'o' HAX SPAN 2X10 le' OZ. 22'9' MAX SPAN Xr �r�i�,f; �, 2X12 161C'.C. 26'0' MAX SPAN 2"X10 16' U.G 19'9' MAX SPAN , : Exce tion: IiAlhere the ivater-resistive barrier that is applied'overivaod-based sheathing p 2X12 24'D.C, 21'4' MAX SPAN .2X10 24' n.C,16'1' HAX SPAN Al A,gYJYJL 6�GK' s ' /rYD�w � .. "�'f • • • •'~' W `� .�,,. l:T /x WTE, ALL SPANS IIASEn DN 02 SOUTHERN YELLOW PINE KS1GR LUAOS OF `� FSF-UEAD �tll1AS .' (,{J ' f r,� r,r'QP� dNs` a';s, d-, WOCI q •' _ mm) shall be provided at or below the foundation plate line on exterior stud walls Iu • D G L with ASTM C 936• The vee screed shall be Iaeed a minimum of4 in (102 p p ""`" "`� "' ""--•----a- s - T�'R�SA66 a accordance - --- .. . mm) above the earth or 2 inches (51 mm) above paved areas and shall lie of a type that will ' N.T.:,. lt�W -J(re. rdlow trapped water to drain to the ezterfor'of the building. The weather -resistant barrier " shad lap the attachment fluuge, The exterior lath shall cover and terminate on the., ' attachment flange of the weep screed. , X15,1, .^'_"'^'"�"---� . .. .' .. .. • • .. � • ' . Water -resistive barriers: • . • • • Water -resistive barriers shall be Installed as rcqufred in Section 8703.2 and, where applied ' ilver wood -based slleathing,'shall include a water -resistive vapor-peraueable barrier with a 'f/G� ' erformance at least a ufvalent to tivo layers of Grade D paper. The individual layers shall p q t•au"- :' _ Sv C be installed independently such as each layer provides st paste continuous plane and any ,r Lam, IF' W1rrN oN � f flashwg installed in accordance with Section R703.8) intended to drain to the 11'ater7 ( Xr �r�i�,f; �, d' ectl between the layers. resistive barrier is 1r y } ^ TOO G : Exce tion: IiAlhere the ivater-resistive barrier that is applied'overivaod-based sheathing p • a • NG A� '"' has a water resistance equal to or 4 eater than that of 60 -minute Grade D paper and is , Al A,gYJYJL 6�GK' s ' /rYD�w � .. "�'f • • • •'~' W `� .�,,. l:T /x nonwater-absorbing la ler qr b an iztten'euing substantial. d 3 Separated from stucco y b, 3 i}f� y O.S R Y .i�Ca- 1vY ISP. ' . • r/ .. • • • ' . designed drainage space. .. . a r GAOLH. FNP TRU53 . ,.• ': ,. ." p�� •dip fd'aN : � '•,-...'. : ✓ --r - 21c G its/c�0 dAmzq DGift me OGArC. „l1N 1�oFD BA -� BAT -1 • 10001'.' '; ,• ., .• n 24' O,C. T- CF_ GAbL!~ TRS rr PER TT�l� )wt•Ya1iJ��WNG •. _ , X 04AD 7/8stucco ovei' galvanized lath over I5# felt- • over house wry ll over 7 611 OS13 :f: (YP.) A./A /G 2x4 pl,aG. k3RtaCE -76 "OZ. W/ 4 -NAIL -q- I. A• GND 011:9_dL 407!".r' 2X4 BLIC•�CKIt� a 48" O.C. 5? 2. (JA��'-S'. 2Xs PTPL- , ATa `r✓ 27 0 X G I ; a K�7GA 1 C21i.1NCs /.N•1CHOR BOLT Z'� IER n' D' T�c1 L. that supports a 'imallent structures untended for "All wood in contact with the'ground and Pp e approved lreservative treated -wood p'BC R317.1.212' _ 1'N3�'sTi1CGv f=INIal1 av>^R T '. W •, 1 huzzx;ivt occupancy shall b h p p PI / P,ae a,�cr�LATH 4 va• Zj�B �I1 �.- -4 ,�&3� 2cr�51�e.�t�p ..- 1'T rrlaov stA7wNe wr.a :. 270 aaTraL FV,SHIH� / ,, 1�., 4..`'� 2 C?.C� alp. .t� R905.2.7 UNDERLAYMENT APPLICATION. For ioof slopes from two units vertical In 12 units horizontal (17 -percent slope), ' �� , , ,/idTi-PLAStllrl6 . .... -.• i '�rl. ~�.. o four u its vertical in 12 units horizontal (33 -percent slope), underlayment shall be two layers applied in the fallowing manner. sTt�;cn SroP bir A/1k' 4 : ! Q up t n �- r +--'-•--^�� `' �1 A { a 19 inch 483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place: �r pp Y ( r,,arjlc�t w rsVcr�z .+ !?olS:tFat 1�nt -w de 914 mm sheets of underly ment, overlapping successive sheets 19 inches (+183 mart), and e apply I Y ° TR1155 iTaGIr.1 • • !' ' Starting at the eav , Pp Y l ) fastened sufficiently to hold In place. Distortions In the underlayment shall not interfere with the ability of the shingles to seal. Far NOTE; THIS STRUCTURE HAS BEEN UF.SIGNEDTR MEET OR EXCEED THE•WH LOAD Gx roof slopes of four units'vertical In 12 units horizontal (33 -percent slope) or greater, underlayment shall be one layer applied In the IIEQwREMErIrs OF THE zoz7 FLORIDA auILa1NG coaE aESIDENnALSIxTN Eo1noN sEcnoN TIP. AT parallel to and starting from the eave and lapped 2 Inches (53 8301 DESIGN CRITERIA AND ASCE 7- 30 "r o SSional 2 Cit.'1.l•.�, :` following mdnner. 'Underly ment shall be applied shingle fashion ar h pp y pp , p 3, wino SPEED p 139 MPH ULTIMATE WINO SPEED 1VUCq AND 308 MPH IVA50) •Licensed I'roressiona3 Engiaicr a.`� t t�•C. hJr� lq t,11�� 1U - - 3 r7%>C�i L+a� hold in lace. Distortloris in the underlayment shall not Interfere with the ability of the shEngles to seal. 2, RISK CATEGORY 2 mm fastened sufficiently to 531 S. State Road 43i! Siilie tool NAILr ,� r E �+ ), y p 3. CONSTRUCTION TYPE "SINGLE FAMILY RESIDENCE (V) AltnnlonteSpringo, Fl, 3?714 � f' � End laps shall be offset by 6 feet (1829 man): 4. WIND EXPOSURE = CATEGOR41 Y C (4o7)5zl•5557,.... ' ..: ' S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT FA Fax(407)52 i••.59 4 'J' EXPOSURE AUIUSTMENTCOEFFICIENT IS1.AO I',E.00 0743,vLAsHINC C:onccFjtual drawings, owner and Contractor responsible for accuracy of drawings. DATE:' 3,10.1.8 'SCALE: . AS NOTED SHEET NUMBER