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HomeMy WebLinkAbout1113 Locust AvePlan Review Contact Person: 476., ✓� { v '/��,U�Y—W Title: �� Phone: 1107r e -1,31-135f Fax: Email: 71� Property Owner Information Name /= Gyi '°'� �4 % �jGt/•�t Y-c� Phone: _ �hg J Street: `_% "�7 / / LCC/GResident of pr=operty? : 9 -ea S"' City, State Zip: 7 71" Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: 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 01" 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. BBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: lune 30, 2015 Penuit Application CITY OF SANFORD BUILDING & FIRE PREVENTION �.' PERMIT APPLICATION Application No: C% . 99 Documented Construction Value: $ Job Address: I .� �, � �� CC ve Historic District: Yes ❑ No ❑ Parcel ID: Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Denro ❑ Change of Use ❑ Move ❑ Description of Work: IV /V h-m.�� Plan Review Contact Person: 476., ✓� { v '/��,U�Y—W Title: �� Phone: 1107r e -1,31-135f Fax: Email: 71� Property Owner Information Name /= Gyi '°'� �4 % �jGt/•�t Y-c� Phone: _ �hg J Street: `_% "�7 / / LCC/GResident of pr=operty? : 9 -ea S"' City, State Zip: 7 71" Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: 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 01" 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. BBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: lune 30, 2015 Penuit Application NOTI-- Elevations shown hereon are baaed on an assumed datum, ex. Ex 64.00' BI- 3J.6' FRO. EIC. FRO. EX. 54.00' 35.4' EIC. 3s.Y Ex. O Fr.o. 3s.6' U r PRO. /35.6' :35.0. 4.00 35.4'\ ax. ADJACENT FRO. F ROPO�S• 3� O. rano. STRUCTURE ADJACENT ONE STORY STRUCIURE — v 51NGI-E FA. MiL.Y 6' G1E PRO. FFX-,F O$4A F. F. 36.b• an FRO. 35:7' -4. O If -33' j- 36 Lf -3G.320.00' Il�PRO. PRO. 35.2' 5!AFJlJALK EH, 34.1' ul N FRO. m L PRO. PRO. a u 35.0' wnm, � 39.7 64.00' f ©` 3.1.7 Tr.c rota 3't-a3i�.9'� EIC e ...:nuir EIC. 1�_c— cry a--rwt 34b•— L0C.UST ,41VENUE (PAVED R/W) 3'•'' c;<. \1....—"—."—_...._----------- 39.0--T. (" EX LOT DRAINAGE, FLAN SCALE i":x 20,C LEGAL DESCRIPTION LTION LOT a E3Lk 13 TP_ E, TOWN OF SANFORD as recorded In PE3 i PCs 5ro 1n thus Publlc Records of i eminole County, FL F`arcel ID "2�i 19 3CJ SAG,-13OE-CJOF3O Otherwloe known ao. 1115 Locuot Avenue. 5anFord, FL 32T11 SGOPEE Or _WORK Canatruct a new one Story, single Fanlly reeickince on the lane! parcel. The new otructure 10 to hav- a concrete4 *lab an grade Foundation, with concrete blk extcrlor walls. WALL PER PLAN 4" CONC, SLAB W/ VAPOR SARRIER FIN, PL.00R FINISH GRAD,; q CA D po D ^- CLEAN (` c COMPACT to rwl?ATED Ball. 3" CO`/�:R MIN, ArSOYE 4 BELOW1ROMARe 4 Q 4 P,V,C, CHA@,6, TWO SIZE8 LARGER ADDITIONAL THICKENING OF FOOTER { t THAN THE F'ID'E 55ING eM-RVED AT PIPE, THE CZE 05 PIPE, TOTAL � I�� THICKNi8S OF CONIC, 20" D /I�—/I ONE $TORY TI (P N MONOLITHIC FOUNDATION 2500 PSI CONC, 1-#5 RE 1�SR LJ/ FSERMESH .411 CLEANm `Ur Q 4 Q 4 D 4 A D Q 4 D Q A� II I COMPACT T� TREATED SOIL -1-1-17 �r �- CONSTRUCTION JJ� -- c:ONCR T /OUNDATiON NOTES NOTES: CONCRETE: I, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, 2, ALL CONCRETE BLAB$ ON GRADE SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL, SUCH BLABS SHALL BE REINFORCED WITH 6X6 10/10 WWW LAPPED 8" AT EDGES AND ENDS OR FIBERMESH, 3, FILL UNDER CONCRETE SLABS SHALL 15E CLEAN SAND OR ROCKAND FREE OF DEBRIS IN OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551), 4, FOOTING SHALL BEAR ON UNDISTURBED SOLID SOIL OR UPON BOIL COMPACTED TO A DENSITY OF AT LEAST 95% STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, 5, WHERE SHOWN, CORE$ OF BLOCK MASONRY SHALL BE FILLED WITH GROUT OR PEA GRAVEL CONCRETE WITH A MINIMUM COMPR88IVE STRENGTH OF 2500 1081 AT 25 DAYS, 6, REINFORCE FOOTINGS W/05 BARS, GRADE 40 AS INDICATED.ALL BARS SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A3OB, W/ SPLICES OVERLAPPING AT LEAST 2e,". 1, ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN 5EAM8 AND COLUMNS SHALL BE LAP SPLICED A MINIMUM OF36 BAR DIAMETERS OR 2', WHICHEVER IS GREATER, 8, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB, 9, DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, IF ANY D18CREPENCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION, 10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER SLAB FOR USE AS HVAC AND ELECTRICAL CHASES AS NECESSARY AND SHOWN, 11. SLOPE ALL EXTERIOR AND GARAGE SLABS AWAY FROM BUILDING AT 1/8" PER FOOT MINIMUM, 12, FOR CONCRETE BLOCK WALLS, PROVIDE CONCRETE FILLED CELLS WITH 1-e5 BAR VERTICALLY CONTINUOUS FROM FOOTING TO THE TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 13, CONCRETE COVER OF REINFORCING STEEL SHALL BE AS FOLLOWS, A, FOOTINGS, 3" BOTTOMS AND SIDES 2" TOP B, BEAMS, 1.1/2" BOTTOM, 81PES AND TOP 3. G. COLUMNS, 1.1/411 D, BLABS ON GRADE, 2" 5070"r'1, I" TOP _ E, OTHERS PER AGI 14. EXTEND SLAB 1-1/2" AT DOOR OPENINGS, 15, EXTEND BLAB 1-1/2" AND RECESS 3/4"FOR SLIDING GLASS DOOR TRACKS, 16, IF DOWEL 18 MISSED APPLY W/ SIMPSON aET EPDXY W/ 611 EMBEDMENT MIN, IN 3/4" HOLE, M,4SONRY: I. CONCRETE MA80NARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL HEIGHT, 1- 1/2" PROJECTION AT OPENING W/ I" RECESS 2, MORTAR SHALL CONFORM TO ASTM C210 AND BE OF TYPE M OR 8, B. CONCRETE MA80NARY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FINISH BELOW FINISH GRADE APPLICABLE, FOOTINGS: 1, FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSF, DESIGN R OUIREM NTS: 1) Live loads for Floors, decks 4 otairs is +40 Pep, 2) Live loads for iaoof ie 20 Pvi:� 3'.211. 4t' ®11 PROVIDE 1" RECESS AND 1.1/2" PROJECTION AT SGD OPENING (TYP) _-_-_____ ___-__---_ __-_-VERTICAL ROD- ---- - ___----._,_--_� I I PLACEMENT (TYP) -- Iro" X 2011D cone, footing w/2-# T ® I T �' bare cont, w/ 2511 lap min, (TYF.) I I ■ MONOLITHIC L A 5 I Thick, VERTICAL ROD I I250 ! 1 r T t I PLACEMENT (TYP) / ( cork. w/ vat r barrier, over I I treated, compact soil (TYT,, ' ® o �- lIIp IL lr • I 1 ® 12'-10 1/F" 2'-411 13'-B 1/211 L 0. I p Ct�i�IPACT1�A+1( �I'E T I 11 _ _ - _ _ ` _ - = - - � REQUIRED I��.ED � r g4ll I Results to be Verified i I / f _I 1 O N at Slab inspection r - - - --_-� � I }O r Thickened edge I i at atep down (TYP) Cf) ■ I Q� ( I I I X N I IItg1/. •411 I I� I PROVIDE 1-1/2" PROJECTION II INTERIOR E3EARING I I 1 II Il AT DOOR OPENING (TYP) I I ;61' X a"D rooting r I 16 X 20"D cone, footing w/2-#5 r _ _ - - - _ _ _ I_ - I w/2 -M5 bard cont, w/ � ® i bare cont, w/ 25" lap min, ITiPJ I ®® ■'� i 4 2.a" lap min, (TYP.) I r - -. - -- .1 -�4u I C ~:� H � 41.8" � � T I a `__ I I® VERTICAL ROD L _ _. _ - - - - - _ ;- Q ® � Q I .�� 11 I 4 � PLACEMENT (TYP) I I I 2' -III I 11-011 10 I II I 16" X 20"D cone, rt'g w/2-05 Lara cont, w/ - 1�1.OII 1n I 2�'' I p min, (TYP,)— 3/4" RAIN RECE88 AT GARAGE DOOR OPENING a... ,..•_ ___ 16'.011 2'-01 11 49'-O" dn SLIDING GLASS DOOR PER PLAN WALL BEYOND 4" CONC, W/ VAPOR IF DOWEL I$ MISSED, APPLY W/ EPDXY S T 10"M"'k • O'(SIMPSON "ET) W/61'EMBEDMENT, DRILL 3/4" DIAMETER HOLES FOR 05 DOWELS 2500 PSI CONC, 2-#5 RE,4R5 L/ FIMERMESH D a' DD v' D >' D m' CLEAN COMPACT a ° 4 4 , ° 4% 4r ° � ° ° all TREATED SOiL 2500 PSI CON LJ/ FISERMESH . SILL 772:� 0 i I T "UN�WIDATH(11u��)Nll FL A'N.� MONOLITHIC SCALE 1/4" t CT. moi. fJ (;'OC FACTION TEST APR 07 2 15 REQUIRED Results to be Verified at Slab Inspection 2500 PSi CONC, 2-#5 RE�,4R5 UJ/ FIEBERMESH RECORD COPY 411l 4'q 4'n 4'q b,Q p8n 4 '4 Q'4 \�z'4 '4 _ o p D D CLEAN COMPACT 4 '7 � ,� 4' ° p , � 4, ° REVIEWED FOR CODE COMPLIANCE TREATED SOIL PLANS EXAM11`!E� DATE SLOPED GARAGE FLOOR FIN, Fl.., HT, 011 ELEV, REIBARS 4 11+ m D v k, P. 71_v_" ly I I dA ° ° 4� e ° p ° 01% &11 ° DA n ° CLEAN COMPACT TREATED SOIL T T 10' I I N T SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE •� - 1 1LDinc _ ..- 16 A OH WNW ENGNEEED HL � FZi,.0 NOTE: THiS STRUCTURE HAS 13EEN DESIGNED i TO MEET OR EXCEED THE WIND LOAD TREATED s • IL REQUIREMENTS Oil THE a010 FLORIDA F- �rlll���ll' r11 1 IF DOWEL I$ MISSED, APPLY W/ EPDXY S T 10"M"'k • O'(SIMPSON "ET) W/61'EMBEDMENT, DRILL 3/4" DIAMETER HOLES FOR 05 DOWELS 2500 PSI CONC, 2-#5 RE,4R5 L/ FIMERMESH D a' DD v' D >' D m' CLEAN COMPACT a ° 4 4 , ° 4% 4r ° � ° ° all TREATED SOiL 2500 PSI CON LJ/ FISERMESH . SILL 772:� 0 i I T "UN�WIDATH(11u��)Nll FL A'N.� MONOLITHIC SCALE 1/4" t CT. moi. fJ (;'OC FACTION TEST APR 07 2 15 REQUIRED Results to be Verified at Slab Inspection 2500 PSi CONC, 2-#5 RE�,4R5 UJ/ FIEBERMESH RECORD COPY 411l 4'q 4'n 4'q b,Q p8n 4 '4 Q'4 \�z'4 '4 _ o p D D CLEAN COMPACT 4 '7 � ,� 4' ° p , � 4, ° REVIEWED FOR CODE COMPLIANCE TREATED SOIL PLANS EXAM11`!E� DATE SLOPED GARAGE FLOOR FIN, Fl.., HT, 011 ELEV, REIBARS 4 11+ m D v k, P. 71_v_" ly I I dA ° ° 4� e ° p ° 01% &11 ° DA n ° CLEAN COMPACT TREATED SOIL T T 10' I I N T SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE •� - 1 1LDinc SANFORDFLORIDA BUILDING CODE ,I a D OH WNW ENGNEEED HL � FZi,.0 NOTE: THiS STRUCTURE HAS 13EEN DESIGNED i TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS Oil THE a010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESiGN CRITERIA AND INCLUDING A5CE7-10 T,B, 1, WLND SPEED -139 MPH ULTIMATE WIND SPEED (Vult) , Llcerlc®d Proreeelonal Engineer y AND 108 MPH (Void) 2. RISK CATEGORY 531 South $R 434 CONSTRUCTION CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) Altamonte 8 rin e, FL 32114 p 3. WIND EXPOSURE A CATRIORY C 4, INTERNAL PRESSURE COEFFICIENT FOR (401) 521-5551 ENCLOSED BUILDING 1S .18 AND HEIGHT & FaX (401) 521-5434 EXPOSURE ADJUSTMENT COEFFICIENT 18 1.40 PE 0040148 7 PRECAST LINTEL. (80xi6" COMPOSITE) ■w„ „rz1�cr.�� Ali 'n j. �� , y ca I 0-4 0.5 0.6 0•l 0.4 #�ua��f�ilrl�w.fri��■I■r �:!St•��1.1lsl��d:t A�A 2w 1'•r T•4' 6'•0' �,625 • ■1L•ltilt~■■11�!'_Ml�tt�.lri#� 1■C•1i:1.�INRt+tf•11�1fI1M111M " 032 ' �1�•i/AAAK•','kY.��GFFI/AAS W-2" Iml 2 (2) 2"X12" ■fi111tr1t#IL•btl�Ilt�LlrJr■rr ■t'.11;.'1■ 11■I��t'Larrrrr!14P1�� , • 2 (3) 2"X12" 12 4" 11■fXi#!1■f�61A11A6rX{.M� r■rt3l�wnr■1•!•}��■uxi■i■Nr • .r.' ��AAAAi'{'rlfl■A1IAr�urhA�r INSULATED ' � AAAA{• AA���s$#.'rrttwlst AT 48" O,C, W/ 2" WASHER SLIDING GLASS DOOR INSULATED ' . rrt�AA ■At�:cralrwl ■I��rcmAA■� -3'1'0 PSF PSF 6P4 L-1 DETAIL ' 1n1t�t1#A1AAtrL.R#AAMfb;� 2X4 PT oR -39.6 PSF IAAF>�a■AAAAA1�ru�Atwrrc��AA11A�A AS ' ' /14i)•Arr!'tl•_s�.F' AAAAAAAM 7 R4P4 23$'X 84'8'1 PRECAST LINTEL -31,0 PSF INSULATED �F".�:�MMISF�i■�M e 4" GEIL'G A■1S'111t�:1t#�:17N� ao ��t(�il�l�li21��1■�IItJ 10 _011X1' -O" PRECAST LINTEL -30.8 PSF t GARAGE DOOR 192"X84" L-18 DETAIL "D" .:')r#1A■IAI'1•xiwnirr,�1At11■AA1 ( '1 1 . 2040 2040 FIN SH W/ RAD, TOP (2) 2"X6" SYP 02 -31,0 PSF ��--��J 3540 SH INSULATED 3'-O" SEE HEADER CHART +28,3 PSF 8 O WINDOW - SINGLE HUNG .� s ' „r AM . 4-7 PRECAST LINTEL (VOLFILL90 AND UNFILLED 1 ' 3 iA I (GONG E7Dt:�tA'CAIIN FIELD) • ,1�•, 1 • �pB�,iV�taofTYP)lBti��TEN810P{ UFO 1' u �;r4'.�'' •nr '• 6P4 11��OR INTERIOR HEARING WALL P2 'n S"M �� , y ca I 0-4 0.5 0.6 0•l 0.4 11•16• 3..4. 3'-4' 5'•4' s. 2w 1'•r T•4' 6'•0' �,625 ' ' ■1L•ltilt~■■11�!'_Ml�tt�.lri#� too 3121. " 032 ' tib:.7:t'1ti11fitK4IFlA�■Mf.'N2:•#A W-2" Iml 2 (2) 2"X12" ■fi111tr1t#IL•btl�Ilt�LlrJr■rr ■t'.11;.'1■ 11■I��t'Larrrrr!14P1�� , • 2 (3) 2"X12" 12 4" 11■fXi#!1■f�61A11A6rX{.M� r■rt3l�wnr■1•!•}��■uxi■i■Nr • INSULATED HEADER 6TUD nr�L'ls■■ilr��tr■rF}t•�■■w +28,3 PSF AT 48" O,C, W/ 2" WASHER SLIDING GLASS DOOR INSULATED ' . A■l'1ill#M�1�l:;�t�ri•1JIII■��■ -3'1'0 PSF PSF 6P4 L-1 DETAIL BP4 AB 2X4 PT oR -39.6 PSF OR AS GARAGE ' will�rwt�wlti:F#�i�w� 7 R4P4 23$'X 84'8'1 PRECAST LINTEL -31,0 PSF INSULATED ' e 4" GEIL'G A■1S'111t�:1t#�:17N� ao OVERHEAD SECTIONAL 10 _011X1' -O" PRECAST LINTEL -30.8 PSF GARAGE DOOR 192"X84" L-18 DETAIL "D" SF +25,2 PSI- ( '1 1 . �, _ �. , • •�, • HIR. HN, 'w NOTES: '. ' z, nINN�EM1pN6 CS Of END • ti' TY�'.1CAL LINT L_ SECTIaN 991A _ fkTAVIV ' P V I C1 ET ' t 2" RECESSED DOOR HEADERS (85M I If FILLED AND UNFILLED) O1FL 4KL Q AAD , lialwa Doom' M1P+t6 P11W Cu+� 91u Ha stirs. p) f6 n DOUBLE 2X 4 TOP PLATE ZX 4 PT TO BLK WALL W/ TRUSSES W/ CONNECTORS 1/2"X V WEDGE ANCHORS W/ A6 PER CONN, SCHEDULE 2" WASHERS 6" FROM TOP (( � 6174 6F4 AND 6" FROM BOTTOM AND I I I I I 1 dl Re t l Roil I S2 O.C. IN FEILD 6P4 11��OR INTERIOR HEARING WALL P2 MW No S"M ro 04 ca I 0-4 0.5 0.6 0•l 0.4 11•16• 3..4. 3'-4' 5'•4' s. 2w 1'•r T•4' 6'•0' �,625 I I I too 3121. " 032 SP4 OR PI / 5P2 AT TOP ' W-2" Iml O1FL 4KL Q AAD , lialwa Doom' M1P+t6 P11W Cu+� 91u Ha stirs. p) f6 n DOUBLE 2X 4 TOP PLATE ZX 4 PT TO BLK WALL W/ TRUSSES W/ CONNECTORS 1/2"X V WEDGE ANCHORS W/ A6 PER CONN, SCHEDULE 2" WASHERS 6" FROM TOP (( � 6174 6F4 AND 6" FROM BOTTOM AND I I I I I 1 dl Re t l Roil I S2 O.C. IN FEILD 811X8"X16" CONC, BLK, (TYP) ■■�ia�l■■i■■■#i■■■■■ri■■■r■�■■■■■sir■■ori■r■■rr■■. �' I • ■ � )LOAD BEA�RINC� WALL6 HEADER /STUD/ STRAP CHART 6P4 11��OR INTERIOR HEARING WALL P2 LIYINCs 02 B,Y.P. HEADER SIZE HEADER (BEE CHART) HEADER STUD(S FULL LENGTH 9 EACH END STUDS EACH END LBTAI2 (2) 2"X6" 2X4 OFF 02 16" O.C. W/ I I I OPENING " q SP4 OR PI / 5P2 AT TOP (2) 2"XiO" W-2" 2 2 2 (2) 2"X12" 4 BOTTOM AT 32" O.C. W/ 2 2 2 (3) 2"X12" 12 4" 3 2 1/2" X 8" WEDGE ANCHORS INSULATED HEADER 6TUD —A +28,3 PSF AT 48" O,C, W/ 2" WASHER SLIDING GLASS DOOR INSULATED 5068 eGD 61 3/4"X 81" FULL STUD -3'1'0 PSF PSF 6P4 L-1 DETAIL BP4 AB 2X4 PT oR -39.6 PSF OR AS GARAGE PLATE BP! 7 R4P4 23$'X 84'8'1 811X8"X16" CONC, BLK, (TYP) ■■�ia�l■■i■■■#i■■■■■ri■■■r■�■■■■■sir■■ori■r■■rr■■. �' I • ■ � )LOAD BEA�RINC� WALL6 HEADER /STUD/ STRAP CHART NOTES - 1) ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON ROOF PLAN. 2) NAIL HEADER STUD TO PULL 6TUD W/ 12d NAILS 12" O,C. STAGGERED TWO ROWS LOAD BEARING: WALLS HEADER/6TUD/STRAP CHART LIYINCs 02 B,Y.P. HEADER SIZE MAXIMUM SPAN HEADER STUD(S FULL LENGTH 9 EACH END STUDS EACH END STRAPS) AT EACH END OF HEADER (2) 2"X6" 5'-I" I I I (2) 2"X8" " q O' - (2) 2"XiO" W-2" 2 2 2 (2) 2"X12" 9'-e" 2 2 2 (3) 2"X12" 12 4" 3 2 2 INSULATED (Open'g w/ bucks) —A NOTES - 1) ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON ROOF PLAN. 2) NAIL HEADER STUD TO PULL 6TUD W/ 12d NAILS 12" O,C. STAGGERED TWO ROWS PM VII lI f7W,EL. Lip MTH W4L JIMM. a orta Is C-0 n ©AIR MILL— ALL LAME Thr HAV. , Corner Contlnuit, of 15ond 5044 and Wail fftfdorcememt NITA DESIGI\l REQUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSI=. 2) live loads for roof is 20 FSF, CONNECTOR AS PER LAYOUT STRAP AS PE.R LAYOUT (2) 2XIo SYP "2 W/ SINGLE 2X4 TOP OF BLK, WALL 8PF M2 TDP PLATE 5' HT, FFF ' HETA16 BEAM 1 I (2) LTS12 POST TO Q TO I I BEAM CONNECTION BLOCK I I CONNECTION1: I I - I I� DECORATIVE 1 I I COLUMN WRAP I 1 4X4 PT POST - COVERED SYP 02 PORCH I - - i ' I I I I r I I A6U44 AT POST BOTTOM FIN, FL. ~i ENTRY FIN, FL, CONC, FOUNDATION PORCH DETAIL... COMP, SHINGLES OVER 015 FELT TO COMPLY W/ ASTM D225 4 A6TM D3462! PRE-ENGINEERED TRUSSES 15/32" CDX OR 1/16"OSB 24" O,C, SPACING ROOF SHEATHING SIMPSON CONNECTOR AT EACH TRUSS AS PER CONNECTOR SCHEDULE AT LI INSULATION MIN, � AT LIVING AREAS PROVIDE BUILD, PAPER OR CEILING HEIGHT STEEL PLATE BETWEEN SEE ELEVATIONS TRUSS AND G,M.U, � - - _ o � 1/2" CEIL'G BDARD W/ 5d COOLER METAL DRIP EDGE �J NAILS OR GWB54 AT 7" O,C, SPACING 2X4 6PF SUB -FASCIA/ ° , GROUTED BOND BEAM AT W/ ALUM, FASCIA TOP LINTEL BLOCK W/ 1-05 CONT. W/ 25" LAP MIN, NON-STRUCTURAL PRECAST HEADER OVER VENTED ALUM, SOFFIT OPEN'G (SEE FLOOR PLAN) �INDOW (SEE FLOOR PLAN) PRE -CAST CONC, 61LL,� DECORATIVE CEMENTITIOUS FINISH\ OVER 8X8Xiro CONC. BLK, VERTICAL ROD PLACEMENT, 05 REBAR. FROM FOUNDATION TO LINTEL W/ 25" LAP MIN, 16"X8" CHAIR BLOCK AT TOP COURSE OF STEMWALL FINISH EXTERIOR GRADE cA 16"X 8"D STRIP FOOTER W/ 2500 PSI CONC, W/ 2-M5 REBARS CONT, W/ 25" LAP MiN, INTERIOR SILL 1/2" GYP. BOARD OVER 3/4" P,T, FURRING W/ R 4.1 INSULATION AT INTERIOR 4" CONC. SLAB W/ FIBERMESH FOAM FILL HOLLOW OR 6X6 WWM OVER GM V18Q, BLOCK CAVITIE6 FIN, FLOOR ' d ° d ° d ° A t!J _JMPACT TREATED SOIL TYPICAL ONE 87'ORY WALL SECTION 8"X0"X16" CONCRETE BLOCK WALLS / BTEMWALL /STRIP FOOTER O BEDROOM 1 VAULTED CEIL'G .P ry ZZr 4'-O" BF LIMITING HEIGHT OF STUDS LIYINCs SIZE, 02 GRADE PACING »BLOCKING OF ROWS MAX H GHT 2x U / 6" oBATH '- " 2x F " q O' - x SPRUCE / I 6" 28" VANIT " 2x6 SPRUCE / FIR 16" NONE L J PM VII lI f7W,EL. Lip MTH W4L JIMM. a orta Is C-0 n ©AIR MILL— ALL LAME Thr HAV. , Corner Contlnuit, of 15ond 5044 and Wail fftfdorcememt NITA DESIGI\l REQUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSI=. 2) live loads for roof is 20 FSF, CONNECTOR AS PER LAYOUT STRAP AS PE.R LAYOUT (2) 2XIo SYP "2 W/ SINGLE 2X4 TOP OF BLK, WALL 8PF M2 TDP PLATE 5' HT, FFF ' HETA16 BEAM 1 I (2) LTS12 POST TO Q TO I I BEAM CONNECTION BLOCK I I CONNECTION1: I I - I I� DECORATIVE 1 I I COLUMN WRAP I 1 4X4 PT POST - COVERED SYP 02 PORCH I - - i ' I I I I r I I A6U44 AT POST BOTTOM FIN, FL. ~i ENTRY FIN, FL, CONC, FOUNDATION PORCH DETAIL... COMP, SHINGLES OVER 015 FELT TO COMPLY W/ ASTM D225 4 A6TM D3462! PRE-ENGINEERED TRUSSES 15/32" CDX OR 1/16"OSB 24" O,C, SPACING ROOF SHEATHING SIMPSON CONNECTOR AT EACH TRUSS AS PER CONNECTOR SCHEDULE AT LI INSULATION MIN, � AT LIVING AREAS PROVIDE BUILD, PAPER OR CEILING HEIGHT STEEL PLATE BETWEEN SEE ELEVATIONS TRUSS AND G,M.U, � - - _ o � 1/2" CEIL'G BDARD W/ 5d COOLER METAL DRIP EDGE �J NAILS OR GWB54 AT 7" O,C, SPACING 2X4 6PF SUB -FASCIA/ ° , GROUTED BOND BEAM AT W/ ALUM, FASCIA TOP LINTEL BLOCK W/ 1-05 CONT. W/ 25" LAP MIN, NON-STRUCTURAL PRECAST HEADER OVER VENTED ALUM, SOFFIT OPEN'G (SEE FLOOR PLAN) �INDOW (SEE FLOOR PLAN) PRE -CAST CONC, 61LL,� DECORATIVE CEMENTITIOUS FINISH\ OVER 8X8Xiro CONC. BLK, VERTICAL ROD PLACEMENT, 05 REBAR. FROM FOUNDATION TO LINTEL W/ 25" LAP MIN, 16"X8" CHAIR BLOCK AT TOP COURSE OF STEMWALL FINISH EXTERIOR GRADE cA 16"X 8"D STRIP FOOTER W/ 2500 PSI CONC, W/ 2-M5 REBARS CONT, W/ 25" LAP MiN, INTERIOR SILL 1/2" GYP. BOARD OVER 3/4" P,T, FURRING W/ R 4.1 INSULATION AT INTERIOR 4" CONC. SLAB W/ FIBERMESH FOAM FILL HOLLOW OR 6X6 WWM OVER GM V18Q, BLOCK CAVITIE6 FIN, FLOOR ' d ° d ° d ° A t!J _JMPACT TREATED SOIL TYPICAL ONE 87'ORY WALL SECTION 8"X0"X16" CONCRETE BLOCK WALLS / BTEMWALL /STRIP FOOTER O BEDROOM 1 VAULTED CEIL'G .P ry ZZr 4'-O" BF ROD 1 SHELF LIYINCs FOYER R.O. SIZE Z WIND 385 Sq.Ft, TOTAL UNDER ROOF 1608 6q.Fk, oBATH u pRESURE n� 2 25 SH 0 -31,0 PSF 28" VANIT 3540 SH INSULATED 31 3/4"X 63" L-4 DETAIL "A" +28,3 PSF L J Q 3'-O"X 6'-8" 40"X 84" in°U -31,0 PSF INSULATED (Open'g w/ bucks) IL"DLINTEL D-5 DETAIL "D8" +28,3 PSF 2'-8" BEDROOM 2 VAULTED CEIL'G 0 5'-O" SGD DINING VAULTED CEIL'G GENERAL N07E5: i) ALL INTERIOR WALL5 ARE 2"X4'11 UNLE55 OTHERwierz NOTED. 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS" SEE PAGE ro FOR ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN. 3) KITCHEN CABINET LAYOUT IS FOR REr-ERENCE ONLY, THE CABINET SUPPLIER SHOULD PROVIDE A PRECISE LAYOUT TO ALL CONTRACTORS, 4) ALL INTERIOR DOORS ARE ro'-8" TALL UNLESS OTHERIUISE NOTED. r (521HIELV4r=1---------------- I I 1 KITCHEN o 0 VAULTED CEIL'G I II I II EllDWI I I I 0 I REF I o I \T HT. LIVING ROOM VAULTED CEIL'G a OWNER'S BEDROOM VAULTED CEIL'G ROD � NN L w1C P 2'-411 PK v � O > o 2'-8" Al - BATH 1 5' TUB SHOWER � COMBO TURN— Fr5LY ,�1 UJH D A, Door batwaan garage end living area of _ house to bo minimum 20 minute aolld cora door. O E3, Well between garage and living area or houae to have 1/2" finiehad drywall f minimum, 49'-O" - L 0 0 TED \, IPL0 aCALE 1/4" = I'-O'I O EXTEfRI0fR (OPENING DETAiLS LIYINCs FOYER R.O. SIZE Z WIND 385 Sq.Ft, TOTAL UNDER ROOF 1608 6q.Fk, PE 0040'148 u pRESURE VAULTED CEIL'G 25 SH a -31,0 PSF 3540 SH INSULATED 31 3/4"X 63" L-4 DETAIL "A" +28,3 PSF L J DOOR- INSWING 3'-O"X 6'-8" 40"X 84" PRECAST -31,0 PSF INSULATED (Open'g w/ bucks) IL"DLINTEL D-5 DETAIL "D8" +28,3 PSF 3 SLIDING GLASS DOOR INSULATED 5068 eGD 61 3/4"X 81" PRECAST LINTEL "A" -3'1'0 PSF PSF L-1 DETAIL +28.3 WINDOW - SINGLE HUNG 3540 SH INSULATED Ih3SH 211/4"X 38.3/8" PRECAST LINTEL "C" -39.6 PSF 0 . GARAGE L-3 DETAIL A -, 7 Q 23$'X 84'8'1 PRECAST LINTEL -31,0 PSF INSULATED X e 4" GEIL'G +28,3 PSF ao OVERHEAD SECTIONAL 10 _011X1' -O" PRECAST LINTEL -30.8 PSF GARAGE DOOR 192"X84" L-18 DETAIL "D" SF +25,2 PSI- ( '1 WINDOW - SINGLE HUNG 2040 2040 FIN SH W/ RAD, TOP (2) 2"X6" SYP 02 -31,0 PSF ��--��J 3540 SH INSULATED 3'-O" SEE HEADER CHART +28,3 PSF 8 O WINDOW - SINGLE HUNG r E PRECAST LINTEL -31,0 PSF PRECAOTLINT2l.60TTOMATI'-+" - — — — — COVERED L-4 DETAIL "A° - +28,3 par I I ` O w I ENTRY i I ►= Q .Q Q O ' - - :�- ,X�� 2'-10" 2'-111 1 s l'-O'I 2'-4u 4'-8n , I EL. I 2`BI-011 16' x T ovERHEAD DOOR 2'-O" l6' -O" 2'-O° 29'-O" 20'-0 ° 49'-O" - L 0 0 TED \, IPL0 aCALE 1/4" = I'-O'I O EXTEfRI0fR (OPENING DETAiLS LIYINCs TYPE R.O. SIZE HEADER WIND 385 Sq.Ft, TOTAL UNDER ROOF 1608 6q.Fk, PE 0040'148 pRESURE WINDOW - SINGLE HUNG 25 SH PRECAST LINTEL -31,0 PSF 3540 SH INSULATED 31 3/4"X 63" L-4 DETAIL "A" +28,3 PSF L J DOOR- INSWING 3'-O"X 6'-8" 40"X 84" PRECAST -31,0 PSF INSULATED (Open'g w/ bucks) IL"DLINTEL D-5 DETAIL "D8" +28,3 PSF 3 SLIDING GLASS DOOR INSULATED 5068 eGD 61 3/4"X 81" PRECAST LINTEL "A" -3'1'0 PSF PSF L-1 DETAIL +28.3 WINDOW - SINGLE HUNG 3540 SH INSULATED Ih3SH 211/4"X 38.3/8" PRECAST LINTEL "C" -39.6 PSF L-3 DETAIL +29,4 PSF 5 DOOR- DUTWING 23$'X 84'8'1 PRECAST LINTEL -31,0 PSF INSULATED (Open'g w/ bucks) D-4 DETAIL I'DB" +28,3 PSF O OVERHEAD SECTIONAL 10 _011X1' -O" PRECAST LINTEL -30.8 PSF GARAGE DOOR 192"X84" L-18 DETAIL "D" SF +25,2 PSI- ( '1 WINDOW - SINGLE HUNG 2040 2040 FIN SH W/ RAD, TOP (2) 2"X6" SYP 02 -31,0 PSF ��--��J 3540 SH INSULATED 24"X roll, SEE HEADER CHART +28,3 PSF 8 O WINDOW - SINGLE HUNG W/ RAD, PRECAST LINTEL -31,0 PSF 3540 3540 6H INSULATED 31 3/4"X 83° L-4 DETAIL "A° - +28,3 par 25 I___ C NOTES: 1) The products used are to be eelected by the Contractor/Owner and it is their responeibilfty to provide the product approvals and instalation guides to the building department as required. 2) The rough opening sizes given includes the bucks for installation NOT the actual size of the product. 3) All window and door measurements are approximate and neded to be verified by the eupplier/contractor as to the precise R.O. I AI FLORIDA BUILDING CODE' MH WIND ��1C�D�l��G°3CD NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTLAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10, L WIND SPEED =139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaud) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENTFOR ENCLOSED BUILDING IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 iLD/tiG1 SANf=ORD A Rl���' T,S, Licenced ProFessiondl Engineer/� i� TA5ULATIONS LIYINCs 1195 Sq.Ft. ENTRY 28 Bq.Fl, GARAGE 385 Sq.Ft, TOTAL UNDER ROOF 1608 6q.Fk, I AI FLORIDA BUILDING CODE' MH WIND ��1C�D�l��G°3CD NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTLAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10, L WIND SPEED =139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaud) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENTFOR ENCLOSED BUILDING IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 iLD/tiG1 SANf=ORD A Rl���' T,S, Licenced ProFessiondl Engineer/� i� 531 South SR 434/'r �' Altamonte Springs, FL 32114 ! r (401) 521-5551 Fax (401) 521-5434 PE 0040'148 DRAWN 5Y.- M. Y:M. S. WEST F M, 77 r I r 1 r 1 ♦ 61811 � r 1 / 1 r 1 I 1 r I r ! r f / 1 r 1 ♦ I r I . I , f r 1 r 1 r l ♦ 1 r 1 r 1 r 1 ♦ I r I r I I f/ 1 I 1 FIN, FL♦ 4�a 2 FIN, FL. L�'l 1.:dL1�'�w�'A�'iuONT SCALE 114" . !'-011 C"I �O . ^ r 10 10 lo 4 I , I , , @ JmA m�mm� 2 FIN, FL, ►AREA OF SP,4CE VENTIL,4TE0 ■ 2351 1600+ 150 • 10,12 MIN, AREA REQUIRED (FEC R906.2) ro OFF RIDGE VENTS AT 3 sq, ft. EACH ■ IS TAMKO HERITAGE 30 OVER FELT SKEET i OVER 1/16" OSE ROOF SHEATHING PROVIDED FL PRODUCT APP,#195&-R9; 1956.0 2 ALUMINUM FASCIA OVER 211X411 SPF #2 6U5-FA6C1A LU/ ALUMINUM SOFFIT KATCAN LTD Fl. PRODUCT APP,# fHOU61WRAP) FL 1219. e -R l 121'a'3,5 3 DECORATIVE CEMENTITIOUS FINISH OVER 811X5"X16" CONCRETE 5LOCK, ,¢ PRECAST C0'j',k,RETE SILL PROJECTING 3/4" 'BELOW F5EYOND SLOCK FACE. 5 PRECAST CONCRETE SILK FLUSH Q , 7 In WITH 5LOCK FACE, ' WOOD ROOF VENT W/ 2X4 SPF #2 5LOCKING AT OPENING EDGER AT ROOF SHEATHING, DECORATIVE 4" SAND 8 DECORATIVE COLUMN WRAP OVER STRUCTURAL POST Q 1/5" THICK TEXTURED CONC, STUCCO OVER G,4LV. S WIRE MESH W/ FELT 5ACKING OVER HOUSEWRAP OVER 1/1(o" 085 EXTERIOR SHEATHING AT WOOD FRAME AREAS, 10 DECORATIVE MOULDING C"I �O . ^ r 10 10 lo 4 I , I , , @ JmA m�mm� 2 FIN, FL, ►AREA OF SP,4CE VENTIL,4TE0 ■ 2351 1600+ 150 • 10,12 MIN, AREA REQUIRED (FEC R906.2) ro OFF RIDGE VENTS AT 3 sq, ft. EACH ■ IS 116 lin, ft SOFFIT VENTING ,4T .15._per lin, ft, w 11.4 16 + 11.4 g 35.4 eq. ft. OF VENTILATION PROVIDED 2 rl r I ♦ 1 / I r I Tau _ r 1 I f r 1 r 1 I 1 r I , 1 / 1 I �I,nn -,,,,/ 2 r 10 10 11 / 1 ♦ f r 1 r 1 I I / r 1 r I r 1 r 1 I 1 1 ♦ 1 r 1 r I I ■_ � I , I , I , 1 , , I , 1 , I , I , , I , 1 , I , I , ^♦ 1 r 1 I r 1 / I / r I ♦ ! I I / l r I I I / f I I I f ♦ r I I I ♦ ! I 1 I f I 1 / I I I 1 ♦ 1 I I I 1 r l I 1 I I I I I P PIN, r'I.. - - - - 4 Ell O!� CON 1 ROL"EAD UJITH DRIP EDGE N.T.B. III;/�I 12 Z� � 5 .102 lo r 1 r 1 / 1 I 1 ♦ 1 r 1 ♦ lo 11 01 I I I 1 I r 1 I f r 1 r PIN, PL. I L—A 71 'p"" 9 R (3 N T 1-7E - 92 L 171'.9 "2' V A T H 0 ]-iqL SCALE 1/4" ® 11-011 �uu_otiG F3/1 All'C3t�� 'O ��y"O'If2TME��� 17 4� .'Q NOTE; THIS STRUCTURE HAS BEEN DESIGNED Td MEET OR EXCEED THE; WIND LOAD RE@UIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE?-!0, 1, WIND SPEED e 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Void) 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE a CATEGORY C 4, 1N'rsmA4 PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,18 AND HEIOHT cr EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T.S. Chahal Licanced F'rofaselonal �n jlnaer 531 South SR 434 Altamonte Springs, FL 32714 (401) 571.55571 Pax (401) 521-5434 FIE 0040148 �-- 1/6" CBMENTITIOU6 FINISH „ FELT / 15APERk1ACKED ti LATH MATERIAL LAPPED M018TURIE BARRIER fHOU61WRAP) N—WOOq SHEATHING 'BELOW ,4 Q , 7 In ' WOOD o p p Q Q CEMMNTITIOU6 FIN16H Ill' • 6/6" 0, c CONCRETE CILOCK 4 OR 60LID CONCRETE NOTEI I) ALL EXTERIOR A00£880RIE6 SHALL BE PVC MATEaRIAL5 CONFORMING TO ASTM 6TANDARD6 01184, 0E26, C1063 AND 04716. 71 CALK ALL 15UTT JOINTS, ENDS, ANGLES, AND INTERSECTIONS AT TIME OF INSTALLATION. rl r I ♦ 1 / I r I Tau _ r 1 I f r 1 r 1 I 1 r I , 1 / 1 I �I,nn -,,,,/ 2 r 10 10 11 / 1 ♦ f r 1 r 1 I I / r 1 r I r 1 r 1 I 1 1 ♦ 1 r 1 r I I ■_ � I , I , I , 1 , , I , 1 , I , I , , I , 1 , I , I , ^♦ 1 r 1 I r 1 / I / r I ♦ ! I I / l r I I I / f I I I f ♦ r I I I ♦ ! I 1 I f I 1 / I I I 1 ♦ 1 I I I 1 r l I 1 I I I I I P PIN, r'I.. - - - - 4 Ell O!� CON 1 ROL"EAD UJITH DRIP EDGE N.T.B. III;/�I 12 Z� � 5 .102 lo r 1 r 1 / 1 I 1 ♦ 1 r 1 ♦ lo 11 01 I I I 1 I r 1 I f r 1 r PIN, PL. I L—A 71 'p"" 9 R (3 N T 1-7E - 92 L 171'.9 "2' V A T H 0 ]-iqL SCALE 1/4" ® 11-011 �uu_otiG F3/1 All'C3t�� 'O ��y"O'If2TME��� 17 4� .'Q NOTE; THIS STRUCTURE HAS BEEN DESIGNED Td MEET OR EXCEED THE; WIND LOAD RE@UIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE?-!0, 1, WIND SPEED e 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Void) 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE a CATEGORY C 4, 1N'rsmA4 PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,18 AND HEIOHT cr EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T.S. Chahal Licanced F'rofaselonal �n jlnaer 531 South SR 434 Altamonte Springs, FL 32714 (401) 571.55571 Pax (401) 521-5434 FIE 0040148 12 Z� � 5 .102 lo r 1 r 1 / 1 I 1 ♦ 1 r 1 ♦ lo 11 01 I I I 1 I r 1 I f r 1 r PIN, PL. I L—A 71 'p"" 9 R (3 N T 1-7E - 92 L 171'.9 "2' V A T H 0 ]-iqL SCALE 1/4" ® 11-011 �uu_otiG F3/1 All'C3t�� 'O ��y"O'If2TME��� 17 4� .'Q NOTE; THIS STRUCTURE HAS BEEN DESIGNED Td MEET OR EXCEED THE; WIND LOAD RE@UIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE?-!0, 1, WIND SPEED e 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Void) 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE a CATEGORY C 4, 1N'rsmA4 PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,18 AND HEIOHT cr EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T.S. Chahal Licanced F'rofaselonal �n jlnaer 531 South SR 434 Altamonte Springs, FL 32714 (401) 571.55571 Pax (401) 521-5434 FIE 0040148 xo—NS I 8,cl RING SHANK NAILS AT 4" O,C, OR SiPUALIYALENT PNUEMATIC NAIL AT SUPPORTED EDGES AND 15LOCKING AND 10" O,C, FEILD FOUR SHADED AREAS OF ROOF Q ZONE z 8d RINGSHANK NAILS AT 6" 04, OR 9(2UALIYALENT PNUEMATIC NIAIL AT SUPPORTED EDGES AND 12" O.C, PEILD FOR OTHER AREAS OF ROOF 1/16" OSB SHEATHING a o OR 1/2" CDX PLYWOOD Q r Ns 'xA , ROOF NAILING PATTERN ZONE 1 - USE Sd RING SHANK NAILS AT 4" O,C, SPACING (SUPP0RTEp AND 10" O.C, ,AT FEILD ZONE 2 - USE 86 RING SHANK NAILS AT 12" O.C. SPACING (FEILC)) AND 6" O,C, AT SUPPORTED EDGES PNEUMATIC NAILS MAY 5E USED IN. LIEU OF 86 RING SHANK NAIL.S. NAILED 4" 04, AT EDGES AND 10" O.C. ,AT FEILD, SENCO 2-1/4"X ,131 AND PASELODE 2-1/4"X •O9g � EXTERIOR WALL NAIL PATTERN: I. PLYWOOD: (FEILD) USE SOI NAILS AT 12" D.C. SPACING (EDGE) USE 96 NAILS AT 611 O,C, SPACING (EXTERIOR LUALL SHEATHING) INTERIOR CEILING BOARD NAILING PATTERN: USE 56 NAILS AT i" O,C, SPACING 2X4 SPF 02 BLOCKING AT 48" O,C, AT FIRST TWO 8PACE6 GABLE E 9 DING LENGTH LTS12 WALL TO TRUBS- CONNECTION AT EACH INTRE80TING TRUSS L6TAI2 JACK STUD TO HEADER CONNECTION 2X4 STUD / JACK W/ SP4 AT SOLE PLATE 2X4 PT SOLE PLATE SPF2� FIN, FL, - -LING -- TOP OF BLK, WALL 8' HT, FFF CONVENTIONAL FRAMING 5"r -,SNS RAFTER SPANS CEILING JOIST 2X6 12"O,C. 14'-9" MAX SPAN 2X4 12"O,C, 9'-3" MAX SPAN 2X6 I6"0,C, 13'-511 MAX SPAN 2X4 16"O,C. 8'-7" MAX SPAN 2X6 24"O,C. I1'-9" MAX SPAN 2X4 24"O,C. 7'-3" MAX SPAN 2X8 12"04, 19'-6" MAX SPAN 2X6 12"O,C, 14'-9" MAX SPAN 2X8 16"O,C, I1'-9' MAX SPAM 2X6 16"O -C, 12'-11" MAX SPAN 2X8 24"O,C, 13'-2' MAX SPAN 2X6 24"O,C. 10'-6" MAX SPAN 2X10 12"O,C, 24'-10 MAX 8AN 2X8 12"0,0, 19'4' MAX SPAN 2X10 16"O,C, 22'-1" MAX SPAN 2X8 16"O,C, 16'-7" MAX SPAN 2X10 24"O.C, 18'-I" MAX 8PAN 2X8 24"04, 13'-7" MAX SPAN 2X12 12"O,C, 26'-0" MAX SPAN 2X10 12"O,C. 22'-9" MAX SPAN 2X12 16004, 26'-0" MAX SPAN 2X10 16"O,C. 19'-9" MAX SPAN 2X12 24"O -C, 21'-4" MAX SPAN 2X10 2411o,C, 16'-I" MAX SPAN NOTE: ALL SPANS BASED ON 02 SOUTHERN YELLOW PINE, DESIGN LOADS OF 20 PSF - LIVE LOADS 10 P8F - DEAD LOAD 2X8 SYP »2 RIDGE -- (RIDGE TO BE ONE SIZE LARGER THAN RAFTER USED) ,' DESIGN REOUIR M NTS: 1) Live loacls for floors, clacks 4 stairs to 40 PSF, 2) Live loads for roof is 20 PSI:, :.a 2x4 SPFK2 COLLAR TIE AT� 24 O,C, NAIL W/ 3.12d NAILS AT EACH END — 2X6 SPF w2 BLEEPER ATTACHED, TO EACH INTERSECTING ROOF TIMBER BELOW W/ (2) 12d NAILS LSTA18 AT EACH RAFTER---'- TO AFTERTO ROOF MEMBER BELOW OR TO 2X4 SPF BLOCKING BETWEEN ROOF MEM5ERB 2X6 SYP 42 RAFTERS 24" O,C, UP TO 11'-9" SPAN (FOR LONGER SPANS SEE CONVENTIONAL FRAME CHART) CONV. FRAMING VALLEE"mY DETAIII N,T,S, 4�fa1PG.� I`ll✓ li v.n. 201-®I' R00if 9 SCALE 1/4" a 1'-01. Q n ',d TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7.10, 1, WIND SPEED -139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vugd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE r SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOAURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15,16 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 T.S, Chehal Licanced PCON166I0na! Eng!naer 331 South OR 434 Altamonte epringe, FL 32714 (401) 521.9351 Fax (407) 321-3434 PE 0040748 Cr.l 1�,�}I:,e L: ::c".'•� 1«.JIe�S{ '�ry� $•11X'C 7� jjjpj �:.� r -�-1 � ''�`� rt1 �, r� it ;its) •' _ ..e.;c:rrT'•-r��•m 't/0 «t.a UJALL TOP PLATES - 2x4 SPF BLOCKING I3 48" O,C, NAILED BETWEEN FIRST (2) TRUSS IBAY8 W/ (2) ltd NAILS TOP AND 50TTOM CHORDS TYP. ) - . I l 2X4 SPF 02 X-5RACE '0 5611 O.C. � w/ (2) 126 NAILS EA,, ENDS CONTINUOUS 2x4 SPF 02 LATERAL 5RACR 0 81 O. A,C. HETA16 0 4' O,C; CONTiNUOU8 2xb 02 SSP PT - UJ/ 1/211X i" A,5, AT 481' O.C. 1/2" TYPE "X" DRYWALL--"" ' MET, DRIB' EDGE ED 4'-- ALLIM, FASCIA OVER 2X4 SPF eUB-FASCIA Pi�E-FA RICATED VENTED SOFFIT 5A5LE TRUSS _--� ABLE END NAILING 2 i14 X ,0$$ RING: SHANK " O.C. IV spame AND 1211 0,C, INTERMEDIATE I6d NAiLS 0 811 O,C, 5d COOLED NAILS im all 0,C,1 '-5LOCK WALL OR 06P 1 1/41 I CREWS GA50"' LE END . I SHINGLE LOADING 139 m p,H, WIND EXPOSURE C 4.1/16" HEEL 1 (0 11 12 V OVERHANG PLUM15 CUT TYPiCAL TRUSS END N,T.S, 2 PLY TRUSS MT81S NAILED TO TRUSS WALL TOP — CEIL'G HT PLATES I Imo— MT®IS NAILED �J �J TO POST 4X4 SYP#2 POST HTT22 NAILED TO POST 5/13" X 10" WEDGE ANCHOR TO CONC, FOUNDATION F- i u�.w� -�.� i -PIN, FL, HT, n C n °44 ,a4 ,Q �,4 a , s CONC, FOOTER °pe , ° °pea ° c� ° (BEE FOUNDATION) A a A a q a c TAIL — N.r.e. 35' DESIGN REQUIREMENTS: 1) Live loads for floors, deuce 4 Stairs is 40 PSF, 2) Live loads for roof is 20 PSF, I •� i 1- 21 1 h' O,C, MAX. 6H=ATHiN4 AT TRU66E6 II II II II II IIy1i \----DIAGONAL CROSS 15RACING NAIL LATIRAI BRACING TO OPPOSITE SIDE OF LUES IX4 6YP 42 W/ (2) 6d AT IdACH TRU66 (2) 2X4 SPF *2 L1/ (2) 12d NAILS AT EACH CROSSING POINT +*' C.C. MAX. IX4 SYP 02 W/ (2) 8d 2X4 SYP #2 W/ (2) 126 AT EACH TRU88 AT EACH TRUSS N,T,S, SCALE 1/411 e 1'-0" NOTE: I) ALL TRUSSES CONNECTED TO aLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED. 2) IF STRAP IS MISSED RETRO FIT UJ/ MSTMi(o W/ (4) 1/4"X 1-3/4" TITEN FASTNERS TO MLOCK WALL FOR UPLIFT < 960 L15e. Fil NOTE; THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMEN'T'S OF TILE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10, I, WIND SPEED o 139 MFH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaed) 2, RISK CATEGORY 2 CONSTRUCTION TYPE u SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE ., CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,i8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T,8, Ch®hal N NE al -0 0 OR % 5" C H E 0 U L 531 South SR 434 Altamontm 8pr1ng6, FL 32714 (401) 521.5551 Pax (401) 521-5434 PE 0040148 PRODUCT CODE CONNECTION ACHIEYED UPLIFT FASTENERS FL AtPP., SIMPSON HETA16 TRUSS TO 15LOCK WALL 1805 LESS (10) 106 X 1-1/2" FL1901 SIMPSON HUS26 TRUSS TO GIRDER / TRUSS 1550 L159 (14) I(od FL3150 SIMPSON (2) HETAIG TRUSS TO 5LOCK WALL 2500 LeS (14) 166 FLISCI SIMPSON HGUS26-2 TRUSS TO GIRDER / TRUSS 2325 L156 (20) l(od / (S) l(od F1-3150 SIMPSON MT512 TRUSS TO FRAME WALL 1000 L55 (14) 10d FL414 SIMPSON MT618 TRUSS TO FRAME WALL 2000 L15e, (10) 10d X 1-1/2" FL414 NOTE: I) ALL TRUSSES CONNECTED TO aLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED. 2) IF STRAP IS MISSED RETRO FIT UJ/ MSTMi(o W/ (4) 1/4"X 1-3/4" TITEN FASTNERS TO MLOCK WALL FOR UPLIFT < 960 L15e. Fil NOTE; THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMEN'T'S OF TILE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10, I, WIND SPEED o 139 MFH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaed) 2, RISK CATEGORY 2 CONSTRUCTION TYPE u SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE ., CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,i8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T,8, Ch®hal Licoticmd ProFm66icndl Enginm�r 531 South SR 434 Altamontm 8pr1ng6, FL 32714 (401) 521.5551 Pax (401) 521-5434 PE 0040148 I� 4 M 13'-O" �A 491-011 M 10'-6" cA _J�ID=(CHOTM MT_Mk(1�-_U=MT_r1�1HU2 T-pjkj� .L1 i2li, JL SCALE 1,4. , ,,o. 31 GENERAL CODE NOTES 1) Electrical to meet 2008 National Electrical Code / NFPA 10, 2) Plumbing to most 2010 Florida Building Code Plumbing. 3) Mechanical to meet 2010 Florida 5uilding Code Mechanical. 4) E3uilding to meet Florida Fire Prevention Code 2010 including "Florida Amended" version of the 2009 NFPA-1 - Uniform Fire Code # the 2008 NFPA 101 - Life Safety, 4LI-1/2" VTR SH 1-IHN(CF1 RHE]ER DHAE"i"RAM PLUMED) Iy.Y.&. In ELECTRICAL LOAD DEMAND CALCULATIONS FOR:.1115 LOCUSTAVE, SANFORD, FL GENERAL LIGHTING 6 3V,4/FT,- Ci&08) 4824 VA SMALL APPLIANCE; CIRCUITS 4500 VA DRYER 5000 VA LUANDRY CIRCUITS 1500 VA DiSHWASHER 1200 VA DISPOSAL 1000 VA REFIGERATOR 1500 VA OVEN 12000 VA COOKTOP 5000 VA LATER HEATER—,-- 5000 VA OTHER _. 10000 VA FIRST 10,000 VA -a 1005% 10000 VA REMAINDER 1 40`'0 (41524) Ir 610 VA 1 -A/C 4 HEAT Q 40%_(15000) _ (15000) 6000 VA TOTAL VA 240 \r`_,_(32610) 135.88 AMPS SERVICE BY POWER CO. (UNDERGROUND OR OVERHEAD) EXTERIOR INTERIOR METER/MAIN I COMBINATION i BOX MAY BE USED (3) 2/0 ALUM. I (l) 1/0 ALUM, ADDITIONAL ELECTRICAL PANELS AS REQ'p (20 CIRCUITS) TYP. 0DISC, METER BASE MAINPANELS 150 Ai � PANEL AT EXTERIOR A6 R>=C�'D X010 COPPER TO A/C COMP. I AT INTERIOR A6 REQ , D 190 AMP -� x14 COPPER TO LIGHTS 4 OUTLETS ��. *10 COPPER TO WH M8 COPPER TO RANGE THREE WAY SWITCH � IIOV Cs.F.l. OUTLET � CONDUIT 0 WALL SWITCH W/ DIMMER � (ALUMINUM WIRING MAY BE FAN / LIGHT COMBINATION (B U1=EN i 2/0 BOXES ALSER SUBSTITUTED PER CODE) (2) 4/0 COPPER PARALLEL IF SEPARATE BOXES USED 04 GROUND U1/ (2) 5/5" RODS 5' DEEP I W1 ONE TIE-IN TO FOUNDATION STEEL RODS 6' APART ELECTRICAL RISER DIAGRAM NTS This diagrametric plan is intended to chow lighting and convenience outlets only. T.B), Chehal will bear no responsibility for its accurancy. It is the electrical contractor's responsibility to verify the requirements and location of all electrical equipment and provide and install complete electrical service as required. Electrical contractor to submit electrical pleln and pull permits as required. ELECTRICAL SYM150LA � WALL SWITCH � IIOY OUTLET (tamper-resistant) �- THREE WAY SWITCH � IIOV Cs.F.l. OUTLET � SMOKE DETECTOR 0 WALL SWITCH W/ DIMMER � FOUR lUA1' SWITCH FAN / LIGHT COMBINATION (B PULL CHAIN LIGHT O OILING MOUNTED LIGHT 0 WAIL MOUNTED LIGHT 2. VANITY LIGHT BAR O RECESS CAN LIGHT I TELEPHONE JACK � „ov 220Y OUTLET WEATHER PROTECTED CsFl OUTLET � INTERIOR ELECTRICAL PANEL CEILING FAN lU/ LIGHT I CABLE TY JACK (IT) OUTDOOR FLOOD LIGHTS O IIOV FLOOR OUTLET lU/ COYER � MATER BASE /MAIN DISC, OVER COUNTER LIGHTING CARBON MONOXIDE DETECTOR N ~---_--_�5) ��llLIULL���T-__� �i1L� llV SCALE 1/4" = i'-011 GENERAL. ELECTRICAL. NOTES 1) ARC -FAULT INTERRUPTER, COM51N4TION-TYPE TO IBE USED AT THE FOLLOWING: EBEDROOMS, DINING, LIVING, STUDY, HALLWAYS, CLOSETS OR SIMILAR ROOMS, TO PRIVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) GFI OUTLETS: GARAGES, 1BATHS, KITCHEN AND OUTDOORS. 3) SMOKE DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY. 10. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. I. WIND SPEED = 139 MPH ULTEvIATE WIND SPEED (VWQ AND 108 MPH (Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE M 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 T,S, Chehal Licenced Proreeefonml Engineer 531 South SR 434 Altamonte Sprfngs, FL 32'114 (401) 521-5551 Fax (401) 521-5434 PE 0040148 " ` 3 1.7 DRAWN 15Y: M. S. WEST PAGE