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HomeMy WebLinkAbout2107 Hartwell Ave 18-4531 (A) INTERIOR REMODELPERMIT APPLICATION NOV 1 t 201 14'% Application No: Documented Construction Value: Joie Address: ��� � G��r�L� ��f �-t�}�'� U f-, Historic District: Yes ❑ No,M Pa>xcel ID: Residential Q Commercial 11d Type of Work: New ❑ Addition,} Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ t, Description of Work: r'v �,��t' .41, fr it r -A"�f�I^,� :? fl 'Plan Review Contact Person: Title: Phone: ° Ct ` _ � C'�% �v Fax: Email: Vi=e � /0 r. -Aa C 11_zt , Property Owner Information Name L f7 &�C ��fJ Phone: 7(v Street: ��% � ' � Lit-I'-�% �-r�� Resident of property? City, State Zip: ,��Ct_�-r' l G j 7 l r ; Contractor Information - Najue Phone: Street: Fax City, State Zip: State License No: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bondin Com an • Mortgage Lender: Address: Address: 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 workand 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 Iaws 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. R �I y r; t f. i 'I 1 'I •v wt r � i,C'AQD,,9Y hof?W ,°,y. ` I _.._. �. ! I „. / '., W. ISTI ST c-, 13 l - ,...... __, It! it `r.t. r --. ,,•,...... ,.`'�, ""' ti z.•kvrzttea wm*«asCs .DLWsvusxuaewisurrcz.wry+sa"•'r}.�,s�r�ca.arseur +azu aa:'xar '.cur.;uar:ca/.rs..xrd�ssr , I " 1 1�+ I ftf ILLI — "501.�f r I�If � F1 r i_ t,r er' �� frj �3� „I:il _... ti -V •./ _. __» / I °t Ct /�.Ir ` ...' � 4�1 1 r � r , ., a�. ✓ . 5r e r~ r' F n ,� �.. I r s / . 13IIT ss C r• tri id 15111 Jr tiJ 4/'„� f 1..., 3 E D F CONSTRUCTION '''7 , ' 1LL A 4'f ;� iiilt �1 I i I C I+y' ,,� 1S I,i I; �! , , 8 m�I,v w e � 4, �� I I ` r' 1 36-19-30-544®0000-0460 LEGAL DESCRIPTION LOT 46 TWENTY WEST PB 16 PG 36 PARCEL I.D.#: 36-19-30-544-0000-0460 SCOPE OF WORK i RAISE FLOOR TO MATCH EXISTING MAIN STRUCTURE FLOOR HEIGHT,. CONSTRUCT (2) CONCRETE WALLS (WEST AND SOUTH SIDE), REMODEL EXISTING MASTER BATH, ADDING SHOWER AND CLOSET, INSTALL NEW WINDOW ON WEST SIDE FOR MASTER BEDROOM, AREA TABULATION EXISTING LIVING AREA 1,672 SQ,FT. • PROPOSED ENCLOSURE AREA 160 SQ.FT, TOTAL PROP. AREA 1,703 SQ. FT. NO. INDEX DESCRIPTION I , 2 " A2 EXISTING"' FLOOR PLAN Lr A.NQVE a. RBEF, r. ) j� L }1 1Ir " :I° r••:t ! � fi{d`k fi .1I t1I ,f. i f'fI � 1 fI ir11 tJ t #g r v rn lxa - : sr4p i 1I- r ," 3 A3 EXISTING ELEVATIONS 4 A4 DEMO PL AN, PROPOSED hQUNDATICJN PLAN AND HEADER LAN �• 5 A5 PROh01�ED FLOOR PLAN :. i 6 A6 PROPOSED ELEVATIONS AND HEADER SECTION I i 7 S1 'STRUCTURAL DETAIL SHEET 1 r . RECORD COPY q 1 , REVIEWED FOR CODE COMPLIANCE ' PLANS EXAMINER Z • z s_L`� DATE cAN QRD B!I LDINC� ON A PERMIT iSSUI:D SHALL RE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL ALTER OR Sr_ f ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR ;HALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL. FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS 01= THIS CODE #1g4 3run� ;%NM, E JCC}"`rrr }R /. frit , "We Bring Visions To Life" Office Phone: 407-375-982.8 i Email: ddbsweet@earli-.hiink.net earli-.hlink.net ,tl P 'FOR: LIND MEDL y, 1 ADD 2107 HARTWELLAVE, �. SANFORD, FL. 32771 MICHAEL HQWELLER P.E. DATE: 10/2018 SCALE. ALE. PAGE. 8343 HELENA DRIVE ORLANDO, FLA. 32817_/�_..---.�+ _ -- -- - C—s PHONE: 407-913-6473 PA,ROEL-,4:36-19-30®544-000®-®460 FL CERT. 556 SEA : �m i. - _ I •v wt r � i,C'AQD,,9Y hof?W ,°,y. ` I _.._. �. ! I „. / '., W. ISTI ST c-, 13 l - ,...... __, It! it `r.t. r --. ,,•,...... ,.`'�, ""' ti z.•kvrzttea wm*«asCs .DLWsvusxuaewisurrcz.wry+sa"•'r}.�,s�r�ca.arseur +azu aa:'xar '.cur.;uar:ca/.rs..xrd�ssr , I " 1 1�+ I ftf ILLI — "501.�f r I�If � F1 r i_ t,r er' �� frj �3� _... ti -V •./ _. __» / I °t Ct /�.Ir ` ...' � 4�1 1 r � r , ., a�. ✓ . 5r e r~ r' F n ,� �.. 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RBEF, r. ) j� L }1 1Ir " :I° r••:t ! � fi{d`k fi .1I t1I ,f. i f'fI � 1 fI ir11 tJ t #g r v rn lxa - : sr4p i 1I- r ," 3 A3 EXISTING ELEVATIONS 4 A4 DEMO PL AN, PROPOSED hQUNDATICJN PLAN AND HEADER LAN �• 5 A5 PROh01�ED FLOOR PLAN :. i 6 A6 PROPOSED ELEVATIONS AND HEADER SECTION I i 7 S1 'STRUCTURAL DETAIL SHEET 1 r . RECORD COPY q 1 , REVIEWED FOR CODE COMPLIANCE ' PLANS EXAMINER Z • z s_L`� DATE cAN QRD B!I LDINC� ON A PERMIT iSSUI:D SHALL RE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL ALTER OR Sr_ f ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR ;HALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL. FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS 01= THIS CODE #1g4 3run� ;%NM, E JCC}"`rrr }R /. frit , "We Bring Visions To Life" Office Phone: 407-375-982.8 i Email: ddbsweet@earli-.hiink.net earli-.hlink.net ,tl P 'FOR: LIND MEDL y, 1 ADD 2107 HARTWELLAVE, �. SANFORD, FL. 32771 MICHAEL HQWELLER P.E. DATE: 10/2018 SCALE. ALE. PAGE. 8343 HELENA DRIVE ORLANDO, FLA. 32817_/�_..---.�+ _ -- -- - C—s PHONE: 407-913-6473 PA,ROEL-,4:36-19-30®544-000®-®460 FL CERT. 556 SEA : �m i. - _ I F r„ r'; I NORTH SIDE EAST SIDE --p -// WEST SIDE EXISTING FLOOR PLAN 1/4'=1>_0t) ELECTRICAL LEGEND SYMBOL. DESCRIPTION DUPLEX RECEPTACLE =m)1/2 S.W. 1/2 SWITCHED DUPLEX RECEPTACLE =0CFi 0 -,FI PROTECTED RECEPTALCE SOUTH SIDE �WP/CFI WEATHERPROOF/GFI PROTECTED REC PTACLE =&S SINGLE RECEPTACLE =� 220 VOLT OUTLET DUPLEX RECEPTACLE (CEILING MOUNTED) T SINGLE POLE SINCE THROW SWITCH 13 3—WAY SWITCH � 4—WAY SWITCH CEILING MOUNTED INCANDESCENT FIX URE SUSPENDED INCANDESCENT FIXTURE—�— �� RECESSED INCANDESCENT- FIXTURE wT RECESSED WATERTIGHT INCANDESCEN`I- F= IXTU�E RECESSED EYEBALL INCANDESCENT F�XTURE FLOURESCENT LIGHTING FIXTURE T WALL MOUNTED FIXTURE FLOOD LIGHT TELEPHONE � — DOOR CHIMES �1 PUSH BUTTON FOR DOOR CHIME O CABLE TELEVISION OUTLET a CEILING FAN LOCATION OR PREWIRE �� SMOKE DETECTOR -:q:- :THERMOSTAT CARBON MONOXIDE DETECTOR BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017,61h EDI1101 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATFVN: ACI -318-08 BUILDING REQUIRMENI,S FOR REINFORC ED CVNCRETE 'AISC CODE OF STANDARD FRAC CICS: MANUAL OF STEEL CONSTRUCTION, S TR 11)fI'ION S -31,I SPECIFICATIONS. FOR THE DESIGN, FABRICATION AND ERECTION OF S PMDINGS. INCLUDING SUPLUAMTS I$ICATIONS FOIL ST'RUCLRIJAI, JOINT USIN(i AS'L'MA• 2S Ii(?UCS .J 1' IX.,"3TURAL WELDING CODEAWS D1.1 AI:;I SPS4;IFICATIONS FOR DESIGN OAUGE COLD VORMED A•`3II1tlt f l;:rJRivII CIIANFCAL WC)ItK 4TIIIiR STANDARDS LIQ ED IN TIIEU, I•>LSPLCTI`I�", SECTION ENGINEERS NOTES DESIGN CR1'1"ERIA 2017 FLORIDA BUILDING CODE 6TH EI?ITION — AND ASCE 7 - IO 1. DESIGNED FOR WIND SPEEDS OF 140 MPHjVUl l 2. ASSUME SOIL BEARINOCAPAGTTY-2 3. Livu COATIS USED - 20 t'SF, DEAD LOADS (OOF10 L'SF AlL O'fHER DIiAD L.OAUS m ACTUAL W'f. Ula MA'L"hTt .S. 4. WIND LMVOlCrANCE FACTORMm 1.0. S. BUILDING CATAGORY - "ENCLOSED" 6. WIND E.YI'OSURE n "C" 7. 'COTAI.LYI.NCLOSED INTERNAL kRFSS COi i'FICLENT 0.18. __ mVMET "Wc Bring Visions To .safe Office Phone. (305) 280-5507 Email: 1lifefriend gmaii.ccm PLAN FOR; MEDLOCK, LINDA ___-- AD D► R E S : 2107 HARTWELL AVE SANFORD FL 32771 DATDAT.O�r201 � �� SCALE: m : PARS El-',#': 36-19-30-544-0000-0460 3. % REVISION AND DATE A., ,; A--� EXIST, TOP OF WALL 8 —0 L. EXISTING CAR POR- r A--� EXISTING FIN. FLR, ....... ..... JV MUM IU144 A GRADF Ad - EXISTING SIDE EL.EVATION (SOUTH) 1 /4?1 1 3 011 BUILDINOr COT)I' CRITERIA. RIA i; TL ILORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017,6 EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 20 LOCAL ENVIRONMENTAL IT, GUL ON: ACI -318-08 BUILDING REQ 1 fIRMENTS FOR REIN FORC 71) CONCRETE AISC CODE OF STANDARD PRACTWE; MANUAL OF STEEL CONST R JCTION, 9 TH EDITION S-- 01 SPECIFICATIONS, FORTUE DESIGN, FABRICAT] DN AND ERECTION OF ST EL BUILDINGS. INCLUDING SUPLIMENTS. SPECIFICATIONS FOR STRUCTRUA I JOINTS USING ASTM A -3f 5 BOLTS STRUCTURALWELD[NGCODEAW DIA AISI SPECIFICATIONS FOR DESIGN OF1,1011T GAUGE COLD RMED ASHRA E FoRmEcHANwAL wom cynim STANDARDS LIS I ED IN THERE RESPECTIVE SECTION ENGINEERS NO fES DESIGN CRITEF [A 2017FLORIDA BUILDING CO E6TIIEDITION AND ASCE 7 -ID 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2. ASSUME SOIL BEARING CAPACt, Y=2KDF 3. LIVE LOADS USED =20 PSF, DE LOADS ROOF -10PSFA,LOTHER DEAD LOADS = ACTUAL WIT, OF A:I'ERIALS, 4. WIND IMPORTANCE FACTOR =1.P. 5. BUILDING} CATAGORY = "ENCLOfED" 6. WIND EXPOSURE = "C', 7. TOTALLY ENCLOSED INTERNAL!PRESSURE COEFFICIENT 0-18. "We Bring Visions To 4V Office Phone: (305) 280-5507 Email: 1 lifefriend@, .,.gmail com LANR DLOCK, L, I,NQA :Ilt0VE 2107 HA T ELLAVE r ITEM A D D R FEE S 0`1 SANFORDFL 32771 MICHAEL HOWELLER P.E. 3,43 HELENA DRIVE DA ATE: 07/2018 SCALE: PAGE: ORLANDO, FLA, 32817 PHONE: 407-913-6473 PARC EL#: 36-19-30-544-QO -Q466 FL CERT. V 556 % REVISION AND DATE ,; A--� EXIST, TOP OF WALL 8 —0 L. EXISTING CAR POR- r A--� EXISTING FIN. FLR, ....... ..... JV MUM IU144 A GRADF Ad - EXISTING SIDE EL.EVATION (SOUTH) 1 /4?1 1 3 011 BUILDINOr COT)I' CRITERIA. RIA i; TL ILORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017,6 EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 20 LOCAL ENVIRONMENTAL IT, GUL ON: ACI -318-08 BUILDING REQ 1 fIRMENTS FOR REIN FORC 71) CONCRETE AISC CODE OF STANDARD PRACTWE; MANUAL OF STEEL CONST R JCTION, 9 TH EDITION S-- 01 SPECIFICATIONS, FORTUE DESIGN, FABRICAT] DN AND ERECTION OF ST EL BUILDINGS. INCLUDING SUPLIMENTS. SPECIFICATIONS FOR STRUCTRUA I JOINTS USING ASTM A -3f 5 BOLTS STRUCTURALWELD[NGCODEAW DIA AISI SPECIFICATIONS FOR DESIGN OF1,1011T GAUGE COLD RMED ASHRA E FoRmEcHANwAL wom cynim STANDARDS LIS I ED IN THERE RESPECTIVE SECTION ENGINEERS NO fES DESIGN CRITEF [A 2017FLORIDA BUILDING CO E6TIIEDITION AND ASCE 7 -ID 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2. ASSUME SOIL BEARING CAPACt, Y=2KDF 3. LIVE LOADS USED =20 PSF, DE LOADS ROOF -10PSFA,LOTHER DEAD LOADS = ACTUAL WIT, OF A:I'ERIALS, 4. WIND IMPORTANCE FACTOR =1.P. 5. BUILDING} CATAGORY = "ENCLOfED" 6. WIND EXPOSURE = "C', 7. TOTALLY ENCLOSED INTERNAL!PRESSURE COEFFICIENT 0-18. "We Bring Visions To 4V Office Phone: (305) 280-5507 Email: 1 lifefriend@, .,.gmail com LANR DLOCK, L, I,NQA :Ilt0VE 2107 HA T ELLAVE r ITEM A D D R FEE S 0`1 SANFORDFL 32771 MICHAEL HOWELLER P.E. 3,43 HELENA DRIVE DA ATE: 07/2018 SCALE: PAGE: ORLANDO, FLA, 32817 PHONE: 407-913-6473 PARC EL#: 36-19-30-544-QO -Q466 FL CERT. V 556 t if S i AV, , c b v , t 1 } �• 1 ff I I 5 r I J li i II v I t i � r t , i i f , \ Y ,t ,J r 1 M I 1 ' �d 1 , r 7 .Y �.I , 1 f r r., `•t, , . EAST SIDE(REAR) f ,..�._ ,.�. m, ur .so, an. �. W1.. wr r.w .M n A 9�+ti tl a !► � NEW 8" CMU EXIST 8" CONCRETE WALT. 11 A NEW FTG — #5 INTO 1#$X6" DRILLED HOLE PACKED W/EPDXY GROUT INT❑ EXIST F'TG (2)#S W/30" LAP AT ENDS OF NEW FTG INTERSECTING NEW EXIST EXIST CONC FTG W/EXIST FTG 2 NEW T11EXIST FTG CONN, t A4 ` wu/ SOUTH SIDE EXISTING DOOR TO BE REMOVED AND INFILL WITH 2 X STUDS AND TRIM PUT 0) I'. EXISTING F WALL TO BE REMOVED FROM FLOOR TO CEILING EXISTING CONC, FLOOR TO REMAIN �- EXISTING POST TO BE REMOVED AV, I k l� ILII i. EXIST 8" CONCRETE WALT. 11 A NEW FTG — #5 INTO 1#$X6" DRILLED HOLE PACKED W/EPDXY GROUT INT❑ EXIST F'TG (2)#S W/30" LAP AT ENDS OF NEW FTG INTERSECTING NEW EXIST EXIST CONC FTG W/EXIST FTG 2 NEW T11EXIST FTG CONN, t A4 ` wu/ SOUTH SIDE EXISTING DOOR TO BE REMOVED AND INFILL WITH 2 X STUDS AND TRIM PUT 0) I'. EXISTING F WALL TO BE REMOVED FROM FLOOR TO CEILING EXISTING CONC, FLOOR TO REMAIN �- EXISTING POST TO BE REMOVED EAST SIDE(REAR) {b �� l it SCREEN ROOM x 11,�t1 - raa a , I i r /I� 3636DH 3C720DF i p ` - -- r / r r .�7 J S 'r'� `• ,fir ..-.i . �r r/ , �./+� F ,,... �. n ril`f / < .._- _.. ..... -------_---- T Iii"IOI EXISTING LAUNDRY J 9' ,11 x 7 / '-211 -1 r 266 � r- __ f � � �a�3 II PAaTY ;T -" I PANTRY �! 31-31' X 2.-1L1' '.�_. 4 NoE�ISTII' G[ �'r � �1fII= G i , ' i �CLOSET I > 4-91, X i 1 r' Xi I PROPOSED O'-0" s i P I I I I r' - % I I v �1 _ I V\/ I I II, � s; I ' M�4TCH EXISTING - I d MASTER BD RIVI J7 _ 1 EXISTING 0'-0" I l,rIX 1553i7i i L6 VD EXISTING PROPOSED WEST SIDE (FRONT) 1, PROPOSED FOUNDATION, PLAN I� :I AV, EAST SIDE(REAR) {b �� l it SCREEN ROOM x 11,�t1 - raa a , I i r /I� 3636DH 3C720DF i p ` - -- r / r r .�7 J S 'r'� `• ,fir ..-.i . �r r/ , �./+� F ,,... �. n ril`f / < .._- _.. ..... -------_---- T Iii"IOI EXISTING LAUNDRY J 9' ,11 x 7 / '-211 -1 r 266 � r- __ f � � �a�3 II PAaTY ;T -" I PANTRY �! 31-31' X 2.-1L1' '.�_. 4 NoE�ISTII' G[ �'r � �1fII= G i , ' i �CLOSET I > 4-91, X i 1 r' Xi I PROPOSED O'-0" s i P I I I I r' - % I I v �1 _ I V\/ I I II, � s; I ' M�4TCH EXISTING - I d MASTER BD RIVI J7 _ 1 EXISTING 0'-0" I l,rIX 1553i7i i L6 VD EXISTING PROPOSED WEST SIDE (FRONT) 1, PROPOSED FOUNDATION, PLAN I� :I EXTERIOR INTERIOR I , FURRING 24" O.C. FINISH PER ELEVATION 8" C.M.0 3" CONC. SLAB (250.0 P.S.1.) w/ FIBERMESH OVER 4; FINISH FLOOR ---- - 6 MIL. VAPOR BARRIER EXIST. FINISH FLOOR -'' °•• p '• • �_•_ :.__�------ BONDING AGENTSHALL BE UTILIZEDI' _y,•• FINISH GRADE BETWEEN EXISTING AND PROPOSED SLAB �,�,�, °p EXISTING CONC. SLAB (FLOOR) I; MONOLITHIC FOUNDATION W/ (2) #5 DIA, RODS CONT. 2'—O„ CLEAN COMPACTED FILL w/ 25" LAP MIN, G r, :r. :=r` '•� '� EXTF f�IOR MASONRY WALL Af�D FOOTER INSTALLATION k , REVISION AND DATE }�I it Fe OTH ID �— EXISTING — DOOR TO BE REMOVED AND INFILL WITH 2 X STUDS AND TRIM OUT A4 EXISTING' WALL TO BE REMOVED FROM FLOOR TO CEILING EXISTING FOOTER TO REMAIN i --SLAB CUT LINE ----NOTE: CUT EXIST, SLAB CONST, NEW FOOTER POUR OVER EXIST, SLAB TO MATCH MAIN SLAB ELEV. _'-- — EXISTING CONC, FLOOR TO REMAIN 11 DENOTES PROPOSED #5 BAR IN FILLED CELL 0 8'-0" O.C: MAX CORNERS, JAMBS do ENDS OF WALLS, n , I � .� t , C' i 1 I I I a;�131JD11 3UltiO11 `.r-1/'fj'<f �,ir`t:%";A -�'• � `..r "•✓ ,� /. 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T. 4 X 4 I ;r �• y� I� I DBL 2 X 6 P.T. x� HEADER WITH 1/2 FLICH I i I EXISTING ING I II IASTER BDRM 10'-81, x 13, 4, I � FXISTIN(', 0' 4553DFI L6 , 1 , , { s I r F i J ; 3 P RI R i z t t I I , , , ,e , t , 1 ,�� l �-r• , -� Kir � 1 >d.t d ;, ' '' I, os � f A �r t k V I i 1 x P I r; f r r s r r i r , S [ J 1 EXISTING PROPOSED WEST SIDE (FRONT) PROPOSED HEADER DETAIL B UILDANG COD CRITERIA: FLORIDA BUILDING CODES: EXISTING END GABLE TRUSS NEW BUILDINq CODE; (TO REMAIN) FLORIDA BUILDING CODE 2017, 6, ]EDITION ELECTRICAL CODE: EXISTING T1-11 EXT, SIDING NATIONAL ELICTRICAL CODE 20 4 (TO REMAIN) LOCALENVIRgNMENTALREGUL TION; ACI -3108 BUILDING REQ IRMENTS FOR REINFORCED CONCRETE AISC CODE OF TANDARD FRAC` CE: MANUAT OF STEEL CONSTV UCTION, 9 TH EDITION S-301 SPEC[F[C�1'C10NS. , 51MPSON HETA 16 FOR THE DESIGN, FABRICAT ON AND ERECTION OF STEEL EA TRUSS BUILDINGS. INCLUDING SUP UMENTS• J 8'-0' C E I �. I I T� . SPECIFICATIONS FOR STRUCTRU L JOINTS USING ASTM A-325 BOLTS STRUCTURAL' UKAL WELDING CODER SDI, I AISI SPECIFICATIONS FOR DESIGI OF LIGHT GAUGE COLD FORMED "b ':•' ASHRA E FORt4ECHANICAL WO OTHER STANDARDS LISTED 1N 1'IIGRE A • : RESPECTIVE SF[CTION PROPOSED, ' '''r.r..' — FILLED KNOCKOUT C 8" CONC. WALL —�.. BLOCK W/- #� 'BAR CONT ENGINEERS NO ES DESIGN CRITEI IA 2017 FLO T A BUILDING COPE 6TH EDITION AND ASCE 7 - 0 1.DESIGNED FqR WIND SPEEDS O 140 MPH VULT EXT. WALL TO GABLE RAFTER CONNECTION 2. ASSUME S014BEARING CAPACT'x=2KDF 3. LIVE LOADS USED = 20 PSF, DE D LOADS ROOF =10 PSF ALL OTHER N.T.S. DEAD LOAD4 = ACTUAL WT, OF MATERIALS. 4. WIND IMPORTANCE FACTOR =10. 5. BUILDING C4TAGORY = "ENCL 'E1)'1 6. WIND EXPOSURE _ "C" PLUMBING SIZE NOTES: ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD -THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A' STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF, EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF, A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF, IF THE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2", ALL KITCHEN WILL BE AUTOVENT. 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/0R. SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER 'ORAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTSJO ,TERMINATE. THROUGH ROOF VENTS OR SOFFIT 3' MIN, FROM WINDOW AND DOOR OPENINGS, 7. TOTALLY ENLOSED INTERNAL PRESSURE COEFFICIENT = 0. [8, R "We Bring Vis' ` ns To La e" Office Ph®ne: ((305) 2 0-5507 y Email: 1lifefrienY@gmaii cem PLAN FO' 11�IEDLOK ;IN.DA R, ADDRFSS• 2107 HARTW�LL AVE( I c NORTH SIDE 1. EAST SIDE 26'-1" m ##5 BAR W/30" LAP AT EN OF NEW WALLS INTERSECTII FILLED KNOCKOUT BLOCK W/#5 BAR CONT UTN SIDE 4ir, wTn nIAKA X 6 DRILLED 'EPDXY GROUT V7 NEW TO EXIST TIE BM CONN, %/16" OSB- 30YR ARCH. SHINGLE ROOFING ON 30# FELT PRE-ENG'RED WD —_ 12 TRUSSES 0 24" O.C. SIMPSON HETA 16 F 0 EA TRUSS CONT. MTL FLASH & DRIP ON 1X FASCIA BD N.T.S. '.XIST 8" CMU WALL INSULATION PER ENERGY CODE ALUM, OR VINYL SOFFIT CONT. W/ 4" SCREEN VENIBAF RECAST CONC. LINTEL FILLED KNOCSEE LINTEL SCH THIS SHT BLOCK W/ # CONT, 16° ELECTRICAL LEED SYMBOL DESCRIPTION DUPLEX RECEPTACLE �1/2 S.W. 1/2 SWITCHED DUPLEX RECEPTACLE -OGFI GFI PROTECTED RECEPTALCE -AWP/GH WEATHERPROOF/GFI PROTECTED RECEPTACLE DS €3 SINGLE RECEPTACLE 220 VOLT OUTLET SCLC. DUPLEX RECEPTACLE (CEILING MOUNTED) SINGLE POLE SINGE THROW SWITCH $3 3 -WAY SWITCH � 4-WAY SWITCH - CEILING MOUNTED INCANDESCENT FIXTURE H> SUSPENDED INCANDESCENT FIXTURE RECESSED INCANDESCENT FIXTURE W -r RECESSED WATERTIGHT INCANDESCENT FIXTURE Q RECESSED EYEBALL INCANDESCENT FIXTURE ELOURESCENT LIGHTING FIXTURE I� WALL MOUNTED FIXTURE `— FLOOD LIGHT TELEPHONE i1 DOOR CHIMES 91 PUSH BUTTON FOR DOOR CHIMES TV CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE SD SMOKE DETECTOR —© THERMOSTAT I CARBON MONOXIDE DETECTOR BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6Ah EDITION 'ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL. ENVIRONMENTAL RIfGUI.ATION: ACI -3I8 -O8 BUILDING REQUIRMENTS FOR REINFORCED CONCRETE RISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 TH EDITION S-301 SPECIFICATIONS. FOR '1'11E DESIGN, FABRICATIONANO ERECTION OF STEEL BUILDINGS. INCLUDING} SUPLIMUl JTS. SPECIFICA'T'IONS FOR STRUCTRUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODLAWS DL L AISL SPECIFICATIONS FOR DESIGN OF L.ICIIff GAUGE COLD FORMED ASIIRA E F ORME C I [AN ICAL WORK OTIIER STANDARDS LISTILD IN TI KESPEC'TI VE SECTION ENGINEERS NOTES WALL BEYOND DESIGN CkrfF:RIA PRE-ENG'RED ALUMINUM 2017FLORIDA BUILDING CODE. 6TH EDITION WINDOW SEE ANCHOR `I AND ASCE 7.10 DETAILS ATTACHED c, `" NOT E3. NOTE; ALL CEILING DRYWALL SHALL BE "SAG RESISTANT z.ASSU ESOILUrARINQCAPACITY�2KDF Q � � [� n 1�I A' WOOD SILL w Ly� N�IE, ALL BEDROOM @YIND�11Y5 3. LIVE LOADS USED -20PSF, DEAD LOADS ROOF =10PSF ALL OTHER PRECAST CONC. SILLw w SHALL BE INGRESS /EGRESS T'(NL 4.DEADLOADS RTD P S=ACTUAALWT.OIMATERIALS. 5. BUILDING CATAGORY= "INCLOSED" #a DOWEL IN FILLED CELL 6. WIND FaPosum ="c,, 7.'TOTALLY ENCLOSED INTERNAL, PRESSURE COFF'FICII?NT 30.18. PAINTED STRUCK BLOCK - AS REQ'D IN PLAN —INSULATION PER ENERGY CODE —#5 DOWEL W/ 30" LAP 8" CMU ; Y CONC. SLAD (2500 P.5,L) I w/ FlBERMESH OVER -.. FIN]", FLOORi -Z0 MIL, VAPOR BARRIER EX15T, FINISH FLOOR ' M BONDING AGENT SHALL BE VTIUZ D FINISH GRADE r BETWEEN EXISTING AND PROPOSED SLAB n,. -- -q" EXISTING CONC, SLAB (FLOOR) - II MMET MONOLITHIC FOUNDATION 2' _ CLEAN COMPACTED FILL - ��yw)ry /�►y - T W/ (2) #5 DIA. BOGS CONT. We Bring Visions 1 O .(./�� w/ 25" LAP MIN... FLOOR,GUT � 'I � ii -,Office Phone: (305) 280-5507 �- email: llifefriend@gmaii.com a@gmail.com FU HIST, WECT 0 --- -- -_ -- �E_.... - .-_. .._ __ 1 1 'I -=T-1 .ff--__I�I' ..-_I. �-_-1 T 1-I I-._ 1 (�•. I. __- r-. , �T ___ _- ..-`7r- , r 23 in - ��\ PROPOSED EXISTING i EXISTING EXISTING I , LJ I 10'-7" PROPOSED ENCLOSURE 50,_3„ <EXIS SING - PROPOSED EXISTING PROPOSED FRONT ELEVATION (WEST) 1/4 SIMPSON HU26 -� �I EXISTING ORWAY ,= \ LANUNDRY / KITCHEN DO I .../2)SIMP;C.ON HU2f;, �I EXISTING FRONT WALL i I I I �DBL 2 X 5 P.T. BEAM WITH 1/2 FLICH SIMPSON HU26 PJ. 4 X 4 - ®�� SIMPSON ABU44 -� - EXISTING 4" CONC, FLOOR SECTION D -D /4»= I a—T EXIS TING LAN4JNDRY / KITCHEN WALL \--EXISTING REAR WALL REVISION AND DATE PROPOSED SIDE ELEVATION (SOUTH) ;I /4)1_1,_011 ITEM MICHAEL HOWELLER P.E. 8343 HELENA DRIVE ORLANDO, FLA. 32817 PHONE: 407-913-6473 FL CERT. fff556 SEAL BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI -718-08 BUILDING REQUIRMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, l TH EDPITON S-301 SPECIFICATIONS. FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS, INCLUDING SUPLIMENTS. SPECIFICATIONS FOR STRUCTRUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D L 1 A1SI SPECIFICATIONS FOR DESIGN.OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANICAL WORK OTHER STANDARDS LISTED IN THERE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE 6TH EDITION AND ASCE 7 - 10 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2. ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF= 10 PSF ALL OTHER DEAD LOADS = ACTUAL WT. OF MATERIALS. 4, WIND IMPORTANCE FACTOR ,° 1.0, 5, BUILDING CAFAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C" 7. TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0. 18. "We Bring Visions To Lif e Office Phone: (305) 230-5507 Email: 1lifefriend gmail.ccm PLAN FOR: MEDLOCK, LINDA ADDRESS- .2107 HARTWELL AVE SANFORD FL 32771 DATE: 07/2018 SCALE: PAGE: ,PARC E� L : 36-19®30-544 -0000-0460 A6 1 y e � I I i , c I r { '1 I C , I I+ i 4 � I • 1 , �.I I. r I l I SIM 2x4 STUDS @ O.C. .4. , l h' , d , 3 i tl 11 ! i r .{ r r ,I f� 1 { A l f 1' �•f 11 r%Ql O%fA TnD DI ATD TYP HEADER DETAIL N.T.S. `>nir i AO 1 4 •, r1. r' g DBL 2x6 HEADER...;;,,, W/ 1/2" PLYWOOD,';;; BETWEEN L' ii. i i PLAN DETAIL @ REINI= LAP SPLICE @ CONT F i °i. N.T.S. CORNERS BARS W/ 30" LAP r r.. 1 +COR N R BARSHIALL r BE f & F Q SAME SIZE" TY AS FTG REIN 4 Jd •i T: 2,r PLAN DETAIL @ CORNERS PAR LAP SPLICE @ CONT FTG N,T:S. LINTEL; BY QUALITY PRECAST - PRECAST, LINTEL (811X811, -f-ILLED AND UNFILLED) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. ornina Clear Span Total Lintel. Size o ill---Fiile No Steel (1)#5 AA L- L -3 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S, L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. T`6' r " 218" 4�0ff 11 416" 51211 612" TO" 810" 912" 10'0" 1112" 1210" 1218" 13'4" 1410" 16'0" 1810" 1818" 2018" 2218" " 0" 5'4" 2 5110" 616" 716" 84" 94" 1016" 114" 127 13'4" 14'O"3 14'8" 15'4" 17'4" 194" 20'0" 21'4" 24'0" 2x12 16"o.c, 20'2° rnax span 84 346 2x12 24"o.c, 16'6° rnax span 4353 0_ 36 6 2x8 16"o.c. 17'9" max span 2906 2045-- 25 2x6 24"o,a 10'6" max sP9n 2x10 24"o.c, 14'1" max span 1104- 2x8 12" o.c. 19'2" max Span -T6 6 2x10 16"o.c.-22'1" rnax sppn 2x8 16"o.c. 16'7° rnox span LSTA30 1236 2x8 24"o,c. 13'7" rnax sparl TA36 807 1004 TA 2x12 16"o.c. 26'0" max span 2x10 16"v,c, 19'9" max span MSTA36 2x12 24"o.c. 21'4" max span 2x10 24"o.c, 1.61 rnax spsln 491- 687 *1365 HFTA16 11 -1 firdi--Ply truss? 1890 SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT f96_ 3 2. T237 FOR APPROVAL PRIOR TO FABRICATION OR CONC, POUR. Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. nr I -4-((3SD, DETAIL "A" GENERAL NOTES 1) CODES.- 1.1 ODES:1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE, 6th ED. 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 2 CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: - 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 221. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 2.2.2. STEEL IIN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: MASONRY ASSOCIATION AND AC1.530. 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE -BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING. OF 4") PER 2010 FLORIDA RESIDEN-TIAL BUILDING CODE GENERAL NOTES: 1, CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONSTRUCTION DOCUMNETS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN WRITING AND THE NECESARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMESIONS FAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD 1N CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4, ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 5. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. 6. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, 2017 6th EDITION RESIDENTIAL 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER PROOFING. , , 1 , O T E f:. N S A S -GENERAL L O ! 1 ROOF LIVE LOAD = 20 LBS.PSF FLOOR LIVE LOAD = 60 LBS. PSF MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o,c. 14'9" max span 2x4 12"o.c. 9'3" max span 2x12 12"0 c, 23'4" max span 2x6 16'0.0, 13',5" max span 2x4 16"o,c, 8'7" rnax span 2x12 16"o.c, 20'2° rnax span 2x6 24"o,c. 11'9" max span 2x4 '24"o,c. 7'3" max span 2x12 24"o.c, 16'6° rnax span 2x8 12"o.c. 19'6" rnax span 2x6 12"o.c. 14'9" rnax span '2x10 12"o.c. 19'11" max span 2x8 16"o.c. 17'9" max span 2x6 16"o.c. 12'11" max span 2x 10 16"o,c. 17'3" max span 2x8 24"o.c. 13'2" max span 2x6 24"o,a 10'6" max sP9n 2x10 24"o.c, 14'1" max span 2x 10 12"o.c. 24'10" max span 2x8 12" o.c. 19'2" max Span LSTA24 2x10 16"o.c.-22'1" rnax sppn 2x8 16"o.c. 16'7° rnox span LSTA30 2x10 24"o.c. 18'1"-rnax span 2x8 24"o,c. 13'7" rnax sparl TA36 2x12 12"o.c. 26'0max span 2x10 12"o.c. 22'9" max sp9-n TA 2x12 16"o.c. 26'0" max span 2x10 16"v,c, 19'9" max span MSTA36 2x12 24"o.c. 21'4" max span 2x10 24"o.c, 1.61 rnax spsln HETA16 NOTE: ALL SPANS DASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS NAILING SCHEDULE ROOF & END CABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES OF 7/16" MIN, APA RATED OSB PLYWOOD W/8d NAILS AT 6" O.C. AT INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 6 O.C. AT SUPPORTED PANEL EDCE5 OF 1/2 APA RATED OSB PLYWOOD W/8d` NAILS' AT 12, O.C. AT INTERIOR SUPPORTS, r SIMPSO 9VP DAFTFP ?IMPSON HTSM 16 4) F,APCONS 4 X 2 AND (8) 10d NAILS LINTEL.. RRECTION FOR MISSED INTEL STRAP DETAIL. N. T. S. 2X8 RAFTER 1 #5 CONT. TYP. TRUSS SEARING DETAIL CONC.-BLOCK TIE SEAM CONNECTOR SCHEDULE r MODEL # FASrEN17RS UPLIFT(133) CAPACITY SP -1 _ 6-10d 4-10d .585 SP -2 6-10d 6-10d' 890 SP -4 6-10dxl 735 MTS12 14-10dx1 1000 MT520 14-1Od;d 1000 LSTA12 10-10C 755 LSTA24 18-10d 1295 LSTA30 22-10d 1670 TA36 2�-]Qd 1715 TA - 6-1 Od 1715 MSTA36 26-10d 1995 HETA16 11-1) x1 1I ty russ) *1365 HFTA16 11 -1 firdi--Ply truss? 1890 SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT { FOR APPROVAL PRIOR TO FABRICATION OR CONC, POUR. H11326 14-16d B -16d 1590 HGU'326-2 20-16d 8-16d 2000 AGGREGATE, H1122 sinka[4-id bolt REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE A33 4-10d 2635 ARI 144 19-16d-4-0 bolt 99no 5. DESIGN LOADS: IN ACCORDANCE WITH 2017 FLORIDA RESIDENTIAL BUILDING CODE 2017 6th ED, A131198 1l3_1F)di2-jd holfs 2,520 WIND LOADS: IN ACCORDANCE W/ F.B.C. 2017 EDITION FOR I 140 MPH REGION REFERENCING ASCE-7 1_1 TFi9n 90-10d 1\ INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 385/555101-2 Mff 22-10d TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 14-16d sinkers 1785 8_10d+ d bolt HQT- -•10 bolt LUMBER GRADE SHALL BE: MRHA 18-10d + 1 ATR[X8(fQ.Qe&t0L) 3145 _ ± 1 ATRrXB TO OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF ATR is all threaded rod SIMPSO 9VP DAFTFP ?IMPSON HTSM 16 4) F,APCONS 4 X 2 AND (8) 10d NAILS LINTEL.. RRECTION FOR MISSED INTEL STRAP DETAIL. N. T. S. 2X8 RAFTER 1 #5 CONT. TYP. TRUSS SEARING DETAIL CONC.-BLOCK TIE SEAM C. SILL PLATES #S. Y. P, P. T. 6, ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE, 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, PLUMBING SIZE NOTES: ALL MAIN DRAIN LINES TO. BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT, 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT, A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. J ! , k .1 I d''• b q, r t "I, A r 1'P I Ka l r , s �k BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 LOCAL ENVIRONMENTAL REGULATION: ACI -318-08 BUILDING REQUIRMENTS FOR REINFORCED CONCRETE A1SC CODE OF S'T'ANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 TII L'DiTION S-301 SPECIFICATIONS. FOR'TIIE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS, INCLUDING SUPLIMENTS. . SPECIFICATIONS FOR 91'RUCTRUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D 1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMEC'HANICAL WORK OTHER S'T'ANDARDS LISTED IN THERE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE GFII EDITION AND ASCE 7 -10 1. DESIGNED FOR WIND SPELDS OF 140 MPH VULT 2, ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF 10 PSF ALL OTHER DEAD LOADS = ACTUAL WI'. OF MATERIALS. 4. WIND IMPOR'T'ANCE FACTOR= 1.0, 5, BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C" 7, TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0. 18. SiMnEET "We Bring Visions To Lac" Office Phone: (305) 280-5507 Email: 1 lifefriend@gmail.com PLAN FOR: MEDLOCK, LINDA 2107. HARTWELL AVE ADDRESS. SANFORD FL 32771 DATE: 07/2013 SCALE: PAGE: /,&�Z46Z �,. AR E L :36-19-30 544-0000-0460 r r I"� ' 1'•I I I III I F s e t rl ; , ; I I ' 1 f I NOTES: ILI t 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 2017 RES, F,B.C, RESIDENTIAL 6th ED. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT { FOR APPROVAL PRIOR TO FABRICATION OR CONC, POUR. 3, CONCRETE 26 DAY STRENGTH; SLABS, FOOTING: 2500 P.S.I. 2/ 3/4" MAX. AGGREGATE, 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40, 5. DESIGN LOADS: IN ACCORDANCE WITH 2017 FLORIDA RESIDENTIAL BUILDING CODE 2017 6th ED, ROOF LIVE LOAD: 20 P.S,F, WIND LOADS: IN ACCORDANCE W/ F.B.C. 2017 EDITION FOR I 140 MPH REGION REFERENCING ASCE-7 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/2017 RESIDENTIAL F.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P, OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #S. Y. P, P. T. 6, ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE, 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, PLUMBING SIZE NOTES: ALL MAIN DRAIN LINES TO. BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT, 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT, A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. J ! , k .1 I d''• b q, r t "I, A r 1'P I Ka l r , s �k BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 LOCAL ENVIRONMENTAL REGULATION: ACI -318-08 BUILDING REQUIRMENTS FOR REINFORCED CONCRETE A1SC CODE OF S'T'ANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 TII L'DiTION S-301 SPECIFICATIONS. FOR'TIIE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS, INCLUDING SUPLIMENTS. . SPECIFICATIONS FOR 91'RUCTRUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D 1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMEC'HANICAL WORK OTHER S'T'ANDARDS LISTED IN THERE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE GFII EDITION AND ASCE 7 -10 1. DESIGNED FOR WIND SPELDS OF 140 MPH VULT 2, ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF 10 PSF ALL OTHER DEAD LOADS = ACTUAL WI'. OF MATERIALS. 4. WIND IMPOR'T'ANCE FACTOR= 1.0, 5, BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C" 7, TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0. 18. SiMnEET "We Bring Visions To Lac" Office Phone: (305) 280-5507 Email: 1 lifefriend@gmail.com PLAN FOR: MEDLOCK, LINDA 2107. HARTWELL AVE ADDRESS. SANFORD FL 32771 DATE: 07/2013 SCALE: PAGE: /,&�Z46Z �,. AR E L :36-19-30 544-0000-0460