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HomeMy WebLinkAbout103 Calabria Springs Cove 01-2450 New SFHPERMIT ADDRESS Z�LLL.�7 SUBDIVISION CONTRACTOR tseazer tiomes uorp. 215 N. Westmonte Dr. ADDRESS Altamonte Springs, FL 32714 (407)339-4114 CBC 053044 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR djLjjCj MECHANICAL CONTRACTOR C AL.(&-e- PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # C I' Z(4 C�:-N DATE l olblel— PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 3 Za! LECEND SYMBOL DESCRIPTION ® 6" GMU WALL w/ (1) #5 ROD FROM FOOTING UP TO TIE BEAM WOOD FRAME WALL INTERIOR BEARING WALL (2x4 5TUD5 ® 16" O.G. U.N.O.) ® SHEAR WALL PLANT SHELF AT 6'-4" A.F.F. NO. DETAIL KEY sHT. (DETAIL NO. OVER 5HEET NUMBER) EL. 5HT GABINET 4 INT. ELEVATION DETAIL5 (ELEVATION NO. OVER 5HEET NUMBER) HEADER SGHEDULE HEADER NO. DESCRIPTION E�)DOUBLE 2x12 w/ 1/2" FLITCH PLATE NAILED w/ 10d ® 12" O.G. TWO ROW5 5TA66ERED HDR- PRECAST WITHOUT LINTEL WITH (1) #5 BAR HDR-3 PRECAST WITH LINTEL AND (1) #5 BAR NOTES: I. ALL STRUCTURAL CONCRETE HEADERS SHALL BE HDR-3 U.N.O. FILL REINFORCE PRECAST WHEN 6 FT OR GREATER 2. ALL STRUCTURAL HOOD HEADERS SHALL BE HDR-1 U.N.O. W I NDO1� SCHEDULE MA50NRY GON5TRUGTION GALL 51ZE ROUGH OPENING 5H 12 Iq 7/5"x2b" 5H 13 Iq 7/8"x36 3/6" 5H 14 Iq-I/a"x50 5/6" 5H 15 Iq 7/6"xb3" 5H I6 Iq 7/5"x72" 5H I H2 27 1/4"x2b" SH I ' H3 27 1/4"08 3/6" 5H I H4 27 1/4"x50 5/6" 5H I H5 27 1/4"x63" 5H I Hb 27 1/4"x72" 5H 22 37 3/4"x2b" 5H 23 37 3/4"x36 3/6" GALL 51ZE ROUGH OPENING 5H 24 37 3/4"x50 5/5" SH 25 (E5RE55) 37 3/4"x63" DBL 5H 25 74 7/5"x63" TPL 5H 25 112"x63" 5H 26 (EGRE55) 37 3/4"x72" 5H 32 53 7/b"x2b" 5H 33 53 7/6"x38 50, 5H 34 53 7/6"x50 5/5" 5H 35 (EGRE55) 53-10'*5" SH 36 (EGRE55) 53 7/6"x72" NOTE5: I. ALL WINDOW ROUGH OPENINGS SHALL BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2. SUB -CONTRACTORS SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 0ENEfi�AL NOTES I. FINAL ROOM DIMEN51ON5 WILL VARY FROM ORIGINAL CONCEPT DEPENDING ON FINAL WALL LOCATION AND WALL FINISH. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 3. ALL 501L UNDER SLAB AND FOOT I N05 SHALL BE TREATED FOR TERMITES. 4. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 P51 AT 26 DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 3000 PSI AT 25 DAYS. 1. MORTAR SHALL BE TYPE 5. 6. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. q. ALL EXTERIOR WALLS A55UMED TO BE GMU U.N.O. 10. ALL INTERIOR NON -BEARING WALL5 SHALL BE CONVENTIONAL 2x4 FRAMING ® 24" O.G. U.N.O. II. ALL ANGLES ASSUMED TO BE 45 DEOREE5 U.N.O. 12. ALL INTERIOR DOOR HEIGHTS TO BE 6-5" U.N.O. STAIR CALCULATIONS GALGULATED TOTAL HEIGHT: 10'-5 3/4" TOTAL NUMBER OF R15ER: 15 GALGULATED R15ER HEIGHT: 1 1/8" GALGULATED TREAD: 10 1/2" CALCULATED TOTAL RUN: 64' 91. 4 CV 40'-0" 20'-0" 41 _411 41_411 L-b(G) I L-21(0) L-:A•G). 5H 35 5H 25 4 LANAI BREAKFAST = " m � 4 � q 4 FLAT boxbB 560 q'-4" FLAT �, � � HB 121 2 gOxbb 560 - d) N Ib" COUNTER ON KNEE HALL FRAMED TO 3q 1/2" A.F.F. 12'-3 1/2" :16"X12" PLANT SHELF KITCHEN I I i VOLUME ONLY CEILING ,, 28 DELUXE q'-4" FLAT I I p / MASTER FAMILY o 1 C Eo�I 14 ROOM A6 F m SUITE"'- �I i � _� VOLUME N - q4FLAT o • O � d- I — — J I J 4' -q I/2" "2'-11 1/4' • 4'-6 3/4" . 61_311 5'-01/2" L4 -— — — — — — — — — — — — — --- i GP REF. m HDR-I 30 BF 144 -2 1/211 H -4" FLAT /211 3 -6 1/211 3 -3 1/2 VIN - L - — ISH. II I VINYL- PANTRY 4x4 POST R/A II WIG WIG II 1_41' cPr 3' O" " " 4'-4 1/2" 6" II u, 2& I , AIR cv 26 m HANDLI z 26 BF �tij 26 BF it ! N I A6 ►n � p II- WD OC J cv iv l r �p — W D I N I NO _ 20 IN U? 2'-6 I/2" 2'-15/4"' '-73/4" q'-4" FLAT 4 (� CPT N — `� VINYL M. BATH G OR 24 KALLA 25 (r= ot q'-4" FLAT T 5 I "( I " 1'-6 /2" A / 6 G Iin A `.A6 \\ CV 20 r — f I VOLUME �' UTI L I TY I L r VINYL _ 11 _ N - I III m LIVING 4 GV — — — — 26 50 o - TILE ROOMI-" N HDR-I TEMP. GLA55 ; FOYEiR '1"xb" DRYER VENT CHASE q 4 FLAT ( q -4 FLAT V.T.R. I 10'-1 1/2" 5'-4I2' N (I) 4xb d (2) 2x4 POSTS INSTALL WITHIN BEARING WALL UNDER 2-PLY GIRDER (SEE 51 SHEETS FOR TIE -DOWN GONNEGTOR5). VEIL SH 25 box _ 4'-0" A C N o v ENTRY q'-4" FLATi q'-4" FLAT — HDR-I ATTIC = ATTIC ACCESS JOB LOCATED � to > ( N 6-Olt-loll I'-4" i 6'-loll 6" II .. STACKED STONE 1 _' 16070 OHO 10'-101, 6'-loll 1'-4" O" Ib'-O" [,oilI'-4° 20'-4" ISt FLOOR PLAN 5GALE: 1/4" = I' -a" HB N ►n Q N 0 r A/C COMP. ' TE LOG. I I REV. DATE ,0105 pr p*X ­"RMRT s #040 H F O 0� mE�0zt�-- F' U64"FICCOP azo 1Waz N OIa g 4 WWO O ice. P; w z11L'w>'yW O ''2'' U ; O ''2 0. r C,2 E� ,zFAa F W1 (j� �: A~ 3.,'�N.� 1�L�� IF. A.D �x r:,oZj �E"� >4 CITY OF ,ii�6lLn w a E z z F c7 v0 Ww%t;HWG�Z a Wz F0�1 �oz m"m �cn o cc d+ CO �._4 NC''J • O �+ ' Ew �� Z �C o I pcz E' �Z�' w O El oo� Z LO � di � � W Z c LE- > cr v O w o I raw by: GP liecked by: GF late: 1150101 v[1v'K'K1 theet 24"06" FULL 56ALE ENGINEERING `Cale: 11"xl7" HALE 5GALE (401) 114-SM3 FAX, (401) 114-S411 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32116 Ist FLOOR PLAN THOMAS J. ANDERSON PEO 41819 G THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 100 MRH, WIND LOAD REQUIREMENTS OF THE STANDARD F�� BUILDING CODE 1997 EDITION. 2" 1-1/2" RAISED 411 12 KEYSTONE I" RAISED t 6" BANDING I" RAISED 4" BANDING SCORED 6" BANDING 54NEDING DETAIL SGALE: 1/4" = 1'-0" /t SMOOTH GEMENTITIOUS WASH TEXTURED GEMENTITIOUS WASH COLUMN DETAIL SGALE: 1/4" = 1'-0" SMOOTH GEMENTITOUS WASH 6" T 1z 7 2" SGORED SPAGES (TYP.) NOTE: ALL LINES ARE SCORED LOUVER DETAIL SGALE: 1/2" = 1'-0" 10" flC I" b"Vj /1-1/2" RAISED KEY STONE W SMOOTH GEMENTITIOUS WASH <E�' STONE DETAIL SGALE: 5/4" = 1'-0" 6 n J11101-ci 5/4" 2nd FL. Bf 1T-4 5/4" 2nd FL. H: 3/4" 2nd FL. FI I15t FL.BEA "HEADER H O" FINISH q l-411 IRV LANAI BEARING HT. J1110" FINISH FLOOR _ SHINGLE ROOF • O L� SHINGLE ROOF TYP. 12 5 1 TYP OFF RIDGE VENT [] OFF RI D6E VENTS 12 TYP 5 TEXTURED GEMENTITIOUS 12 FINISH TYP 5 12 5 TYP SHINGLE ROOF TYP. TEXTURED GEMENTITIOUS 6 FINISH Rf(S�41 ELEVATION 50ALE: 1/8' = 1'-0' REv1s1�� Alf ,�rv'G3 REV. DATE I l/10/03 E-+ 0 E- oaWx xz ZOWN��Z oy"WaWo 0 o p- w F w wE-WP4 Cx.7 Z �opp�E" A �xAxoo� wam�a zzo 0 aNa w E"c u pq ww w,FE wpz x mm «-� � w =ra,mo11--WOE- E..'E- O U V)O d� w � � Q co • O a O w �E-+ Z U O U) N N E' E..I n Zoo �E--4 n4 � a W �Z O 7 � a a or H � � �T4w �o W � drawn by: MM checked by: C date: 1/30/01 5heet 24"06" FULL 5GALE Scale: 11"AT HALF SGALE (407) 774-9003 FAX: (407) 774-8477 EXTERIOR ELEVATION P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO ELEVATION MEET OR EXCEED THE 100 MRH, WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE 1997 EDITION _ `j rti e A5b 16 2003 EL GTRIC,,,AL LEOEND 5`1'ME30L DESGRI PTI ON =E) DUPLEX RECEPTACLE =m1/2 5W 1/2 SWITCHED DUPLEX RECEPTACLE �6FI GFIPROTEGTED REGEPTALGE GFIIW WEATHERPROOF/CFI PROTECTED RECEPTACLE 142' AFF =0 GFI PROTECTED REGEPTALGE a 42" A.F.F -@ 220 VOLT OUTLET GLG =E) DUPLEX RECEPTACLE (CEILING MOUNTED) FLR DUPLEX RECEPTACLE (FLOOR RECESSED) $ 51NOLE POLE SINGE THROW SWITCH 3 5-WAY 5WITGH 4 4-WAY 5WITGH CEILING MOUNTED INCANDESCENT FIXTURE H 5U5PENDED INCANDESCENT FIXTURE ® RECE55ED INCANDESCENT FIXTURE RECESSED WATERTIGHT INCANDESCENT FIXTURE RECESSED EYEBALL INCANDESCENT FIXTURE FLOURESCENT LIGHTING FIXTURE 1-o WALL MOUNTED FIXTURE v FLOOD LIGHT 14 TELEPHONE 03 DOOR CHIMES 0 PUSH BUTTON FOR DOOR CHIMES GABLE TELEV1510N OUTLET CEILING FAN LOCATION OR PREWIRE ® SMOKE DETECTOR —�T THERM05TAT T CONDEN50R SERVICE 015CONNECT ® CIRCUIT BREAKER PANEL POWER METER $ P15CONNECT LOCATION LIGHT BAR VENT FAN VENT FAN/LIGHT COMBO ® SPEAKER WIRE NOTES: I. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN 015CONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 5. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL CAUSE ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED SPACES SHALL BE LOCATED WITHIN 5 FEET OF THE PEAK. TO INTERIOR PANEL #2/0 OR #4/0 ALUM. S.E.R. GABLE PER N.E.G. MAIN DISC 150 AMP OR 200 AMP MAIN DISC. 5WITGH PER N.E.O. SECONDARY FEED BY VILITY CO. OR AS REQUIRED (3) GROUND RODS (2) 10' DEEP d (1) TO FOOTING STEEL ELEGiRIGAL RISER NOTE: I. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. GOD, LOCAL CODES, d THE LOCAL POWER C.O. HB i 5t �100,R ELEGfiRIGAL PLAN SCALE: 1/4" = I'-O" !0" R�V/Z islpl� c E. EH W'�zomwNgw�W o�"WaWo�0 a, wAQ'�G,WdW O oxaE� E-1 z E A a E-+ wwa �wx�x �0Oz�E"A 0-4 rx �xgxuo�v a wo zzo 0 wW�wE- Z Ex-,0gU�x� O O � a O N �T O C) Cn �, N Z O O Lo � W W O C� z 0-4 O W A I crE. D C� a 4-4 � w �o drawn by: GP checked by: GP date: 1150101 sheet 24"x5b" FULL 5GALE scale: II"xl7" HALF 5GALE OPTIONAL 5EGON0 MASTER Ist FLOOR ELEGRTIGAL PLAN -A r E 1---1 REV. DATE TRADITION QUALITY VALUE 2t5 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 (407) 339-4tt4 TA5LE OF GONTFENTS SHEET DESGRI PTI ON AI-05 COVER SHEET A2-5B FOUNDATION PLAN A5-FF FIRST FLOOR PLAN A4-5F SECOND FLOOR PLAN A5b-EL EXTERIOR ELEVATIONS Slb-FL FLOOR TRUSS PLANS Slb-RF ROOF TRUSS PLAN A& -CB INTERIOR $ CABINET ELEVATIONS A7-EI FIRST FLOOR ELECTRICAL PLAN A8-E2 SECOND FLOOR ELECTRICAL PLAN (CD -SHEETS) CONSTRUCTION DETAILS AND SPECIFICATIONS r Ali ("-- ENEFRAL NOTES 1. ALL f=L4N5 r4RE GENER,4TED WIT" T"E AID OF CO1" If=UTER AIDED DRAFTING S,►'6TE1"l- 2 - D I1"IENS I ON5 AND NOTATIONS ON fi=L AN5 "AVE PREFERENCE OUEfR GR,4F="IC DEf=ICTIONS AND 5"OULD BE UTILIZED TO 5ETTLE ,4N,1' DISCi;REfi ,4NCIE5 - ,4N i- DI5CREP,4NCIE5 FOUND 5"OULD BE FORUJ,4RDED TO THE PL,4NNING AND DESIGN DEf=1ART1"IENT OF E3E,4ZEf;R "Ol"1E5, INC. 3. f=L,4NS ARE GENER,4TED FROI„l A Co""ON GR4f=l"IC DAT,4- 8,45E WITI-4 "ODIFIC,4TIONS AS REQUIRED TO 4D4i=T f=LANS TO LOCAL BUILDING CONDITIONS AND 5f=EC5 POR E4C" LOC,4L IT*I'.. ("-- ENEfZ�AL CCNSTF'UCTION 1. THIS STRUCTURE I4A& PEEN DESIGNED TO 1"IEE$T OR EXCEED THE 100 t-l.f=.1•4. WIND LOAD REQUIfREI" lENTS OF TI4E STAND,4R1) BUILDING CODE 1g J-1 EDITION, 2. PRESUMPTIVE SOIL PRE55URE 15 2000 L85/5F- 3. ,4L L 1 LOUSE 5L AP 5 TO BE 2 500 f=S I GONCfRETE 1„11 N 11"1Ut- l AND ALL G,4Rr4GE 5L,4BS TO BE 2500 f=51 CONCRETE MINI1" lU1"C UNLESS NOTED OTI4EFWISE- REV I SHEETS AFFECTED DATE 4. T T f=IC,4L WALL SECTIONS, FOUNDATION DET,41L5, P f;R,4M 1 NG D E T,41 L 5, ROOF D E T 41 L 5, ,4ND ENGINEERING 5f=ECIFIG,4TION,5 ,4f;RE FOUND ON 51 AND CD 5�4EETS- 5. TE1,1f=ERED GL,455 IN5T,4LLED WJ 4EfRE REOUIRED P"' CODE. &. ALL CONSTRUCTION 5f=ECIFIC,4TION5 NOT COvERED IN TI-415 SKEET, OR IN PL,4N SETS AND GENERAL 5RECIFIC,4TION5, ARE TO r-lEET ALL 4f=f=LIC,45LE 57,4TE AND LOCAL BUILDING CODES, FLAN REVISIONS SCHEDULE DESCRIPTION OF CHANGES kfVirKlCjqNE ENGINEERING (401) 114-SO03 FAX: (401) 114-8411 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 31116 TNOMAS J. ANDERSON PE" 41SIS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 100 M.P,H, WIND LOAD REQUIREMENTS OF THE STANDARD 200 BUILDING CODE 1997 EDITION, E� wzo�Www�czwn auo w Zw >~aZ o WZx0 E��UFE"HA� E. a ,: FW E- tx7 �O�OpZH c� zxo0x�0 a4 am� NawWZE- 0 wW1:4 E,WWz to M a .� xri M0 CE- E" O U cn O to d 0 0 >�� P4cqc� � o W Z o L�w Z 't N 4 124 Z c�o Lo t E-4 caw �Z 0 x a z o y, a I �4 � a d � a �. E+ O Q � O d drawn by: MM checked by: (�P date: 1150101 scale: A5 NOTED COVER 5HEET v C n w r c REV. DATE 5 m 0 a SYMBOL DESCRIPTION [[ff*:rFFI 8" GMU HALL H/ (1) #5 ROD FROM FOOTING UP TO TIE BEAM HOOD FRAME HALL INTERIOR BEARING HALL (2x4 STUDS @ 16" O.G. U.N.O.) SHEAR HALL PLANT SHELF AT V-4" A.F.F. No. DE FA I L KE--- SHT. (DETAIL NO. OVER SHEET NUMBER) EL. sl�T GADINET $ INT. ELEVATION DETAILS (ELEVATION NO. OVER SHEET NUMBER) HEADER SC,�HEE-)ULE HEADER NO. DESCRIPTION DOUBLE 2x12 H/ 1/2" FLITCH PLATE HDR-I NAILED H/ IOd © 12" O.G. THO ROHS STAGGERED hIDR-2 PRECAST WITHOUT LINTEL WITH (1) #5 OAR HDR-3 PRECAST WITH LINTEL AND (1) #5 BAR NOTES: I. ALL STRUCTURAL CONCRETE HEADERS SHALL BE HDR-3 U.N.O FILL REINFORCE PRECAST WHEN 6 FT OR GREATER 2. ALL STRUCTURAL HOOD HEADERS SHALL BE HDR-I U.N.O. MASONRY GONSTRUGTION GALL 51ZE ROUGH OPENING 5H 12 . Iq 7/8"x26" 5H 13 Iq 7/8"08 3/8" SH 14 Iq V8"x50 5/8" 5H 15 Iq 7/8"x63" SH 16 Iq 7/8"x72" SH I H2 27 1/4"x26" SH I H3 27 1/4"x38 3/a" SH I H4 27 1/4"x50 5/8" 5H I H5 27 1/4"x63" SH I H6 27 1/4"x72" SH 22 3-1 3/4"x26" SH 23 37 3/4"x38 3/8" GALL 51ZE ROUGH OPENING 5H 24 51 3/4"x50 5/a" SH 25 (EGRESS) 37 3/4"x63" DBL SH 25 -14 1/8,"x63" TPL SH 25 112"x63" 5H 26 (EGRESS) 37 3/4"x72" SH 32 53 7/8"x26" 5H 33 53 7/8"x3a 3/5" 5H 34 53 7/8'x50 50' 5H 35 (EGRESS) 53 7/a"x63" 5H 36 (EGRESS) 53 7/8"x72" NOTES: I. ALL WINDOW ROUGH OPENINGS SHALL BE VERIFIED 3Y WINDOW GONTRAGTOR PRIOR TO GONSTRUGTION. 2. SU3-CONTRACTOR5 SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENINGS WITH GENERAL GONTRAGTOR PRIOR TO GOMMENGEMENT OF WORK. (5ENERAL NO I. FINAL ROOM DIMENSIONS WILL VARY FROM ORIGINAL GONGEPT DEPENDING ON FINAL HALL LOCATION AND HALL FINISH. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLA3. 3. ALL SOIL UNDER 5LAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. 4. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR 5LAB AND FOOTERS SHALL HAVE A MIN. GOMPRE551VE STRENGTH OF 2500 P51 AT 2e? DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 P51 AT 28 DAYS. 7. MORTAR SHALL DE TYPE S. 8. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. q. ALL EXTERIOR HALL5 A55UMED TO BE GMU U.N.O. 10. ALL INTERIOR NON -BEARING HALLS, SHALL BE CONVENTIONAL 2x4 FRAMING @ 24" O.G. U.N.O. II. ALL ANGLES ASSUMED TO BE 45 DEGREES U.N.O. 12. ALL INTERIOR DOOR HEIGHTS TO BE 6'-a" U.N.O. STAIR GALGULAT ONS GALGULATED TOTAL 1-IEI6HT: 101-b 5/411 TOTAL NUMBER of RISER: 18 GAI-GULATED RISER HEIGHT: -i I/8" GALGULATED TREAD: 10 1/2" GALGULATED TOTAL RUN: 15'-1" v«, to J 40'-011 3'-411 a'-0" I L-21(G) 4'-411 41-411 L-4C) 5H 35 SH 25 CA LANAI tov0 1'-4" FLAT 60x68 5GD _ 1'4' FLAT u) _ 12'-8" L- _- - gOx68 56D — ® 16" COUNTER ON , . �, - , -, - - - - KNEE HALL FRAMED (� ztL �/ 3q 1/2" A.F.F. - TO >" I 1 I 12'-3 1/211 - - ►� - -,I 1 16"X12" PLANT SHELF H/ VOLUME CEILING ix 28 - I KI TG�►EN 1 ONLY. +/`� DELUXE q'-4" FLAT FAMILY D LMASTER - = I \oI I p ROOM A6 F o I -- _ - 1 I 1 _ - VOLUME �1 to „I q 4 FLAT - = 1 I I I } I 4'-q 1/2" 2'-11 1/4' 4'-6 5/411 - 1 6' 311 5'-0 I/2" L- ---------- - ----- - - - - I GP — 50 5F �cn q'-4" FLAT _ . `/IN L � 15H15H. - - JEF. �� 45H. PANTRY 4'-2 � 1/2" 1 3'-10 1/2" 3'-a 1/2" 13'-3 � 4x4 POST � - - - - 1/2"�m �I 1,' �v = F R/A VINYL 3'-oil _ �I1 \2. �o 25 I R ,%cl 26 HADER OF FL do - - --- -- 20— 2'-a I/22'-7 3/4" Ii-IIt 111 q'-4" FLAT v- GPT NYL - _ U' M. BATH G �� 2x6 WALL - /{//��\\\\ - q -4 FLAT �� ! „ '�f' 11 I / I -8 1/2 A6 G �1 I A A6 B (`I � I w- N LU UTILITYCA F— _ -1 I I I �11 1 c 20 VOLUME I L I I VINYL - _ p111 HDP:-I �° �� I 5'=lo F/7 I I I>;' m -' I -- ® �l I h`l� o cPr - - - - - - 2a SG L- �VL - 1� — -'_ TILE ROOM FOY' , / ." O- FALSE HALL IN FRAM_D OPENIN) �1 AIR _ - - q'-4" FLAT � ' " q-4FLAT �� i la BF� ►HANDLER _ _ = m HANDLE - - - cal - 10I -7 1/2II to w 8II t1J in PLANT SHELF a'-4" - to \ 5'-4 1/2II 51- II 1 - = 1 _ - - - - (1) 4x6 B (2) 2x4 P05T5 IN5TALL O Q WA — = WITHIN BEARING WALL UNDER mot_ w = 2-PLY GIRDER (5EE 51 5HEET5 O _x 3'-3 12" - ® ® FOR TIE -DOWN GONNEGTOR5). _ - ® DBL 5H 25 60x68 4'-0" - q'-4" q'-a" - �r tY ENTRY -_ t t q'-4" FLAT _ 22"x54" - — HDR-I ATTIC ACGES J08 LOGATE 5-I/2" (TYP.) �r - (- - - 51 HALL �r-�` a- 8 " HALL V WALL - 6'-O" 4'-10" I'-4"- T _- 1'-6" 3'-011 1'-II 1/2' 6'-11, I' -II I/2" 3'-O" 1'-611 _ -_ SALES OFFICE - 1'-4" FLAT - 2ax6a FR a" FRAME HALL IN MASONRY OPENING 2bx68 FR-yy ®- T ® DBL5050 L-18(G) 1'-10" 6'-211 6'-211 1'-10" 10'-10" a'-10" I���` 16'-0" 10 I� Iq'-a" 20141 , st FLOOR FIM SGALE: 1/4" = 1'-0" A/G A/G SITE LOG. -1-I HB NOTE: 5TUBOUT FOR HATER HEATER AT GARAGE A/H LOCATION �\IALL DE FAIL. SGALE: 1/4" a 1'-0" R1Vt7KlCjqNE, ENGINEERING (401) 114-9003 FAX: (401) 114-8411 P.O. BOX 161ro13 ALTAMONTE 5PRING5, FL 3211C, THOMA5 J. ANDER50N PE" 41519 E.�awa~w~w w�o�ww�v� o�Q��oro Q R� ~OVOa V] z�0 0 pa x�,c>ao�-xor E- o �o W Q d �D as a" tom'- t � � dawn by: Gp checked by: Gp duce: =1/j0/01 sheet 24"x5&" FULL SGALE 56,01e: 11"xl-l" HALE 5( ALE 15t FLOUR PLAN THIS STRUCTURE HAS BEEN DESIGNED TO — HEE I OR EXCEED THE 100 KPA, WIND LOAD REQUIRENENrS OF THE STANDARD BUILDING CODE 1997 EDITION, A3 FF 0 A C r a REV. LATE YMBOL DESCRIPTION ��L�� 8" GMU WALL w/ (I) #5 ROD FROM FOOTING UP TO TIE BEAM w00D FRAME HALL INTERIOR BEAKING WALL (2x4 STUDS C� 16" O.G. U.N.O.) SHEAR WALL o� ��aWwwF,w PLANT SHELF AT 8'-4" A.F.F. o�Q�Woro �! p'�p pE—�r U O p / / W g F W W NO. DETAIL I \ I 2'-6" 12'-6" q'-U" 13'-6" V) C)U (ELEVATION No. OVER SIC"r NUMBER) A G�\DINEsi $ INT.-ELEVATION C�E=��\ILA _ 3050 404o PH - 404o PH. 3osv wno�� H A6 F (ELE�t�\�iIC�N NO.'OVER SHEET NUMBER) PLANT SHELF _- 15'-41/2" --- =D ���D U o m Q0 DER NO. DESCRIPTION r-a i HDR-I DOUBLE 2x12 w/ I/21I FLITCH r OPEN TO FAMILY \� ✓ �' NAILED w/ IOd ®12 O.G. TWO ROWa STAGGERED ROOM BELUW U) HDR-2 PRECAST WITHOUT LINTEL WITH (I) #5 BAR HDR-� PRECAST WITH LINTEL AND (I) 5 BAR - - - ® W O RAILING 42" A.F.F. N 11 'q N ® d � ,.0 8' FLATBATH 5 r O 4'-6" 3'-10 1/2" _ 5'-O" c�� j2AT E—a Cy © % r n' Fn O �}+ �y - it I to { w a d) I Ca 8' FLAT p OPEN TO BELOW I a BEDROOM 4�� a — _ © ✓ I � I I DBL5046 404O Pw 4050 EGRESS i 2n1d FLOOR PLAN SGALE: 1/4" y I'_Qii i r�rawn by: GPj eh�ekoG� key: Gp Shoot 24" 06" FULL 5GALE E G! N E E R I G SCG�I e> 11 A ()H�ALF 15GALE (40l) 114-9003 FAX: (401) 114-8411 ®nd FL' m P, PLAN P.O. BOX 161013 ALTANONTE SPRINCsS, FL 32llio THONAS J. ANDERSON PE^ 41019 i THIS STRUCTURE HAS BEEN DESIGNED TO - AUG MEC I OR EXCEED THE 100 M,P,H, WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE 1997 EDITION, A4 �� S I I - - ------ - - -- LEOEND L HEA I I'-8" O 8' FLAT 2'-51/2" 3'-51/2" 4U BF LINEN 4SH. g 26 26 ( 4 in v 2x� 15H. 26 (\I - 50 BF 3'-2" III -bit 8' FLAT 12'-II I/2" 8�����I � I � v 8' FLAT o 3'-51/2" 40 B N �� 15H. ��rW23'O" 2x6 WALL _ I SH. 5U BF 3'-5 I/2" q'-6" 12'-II I/2" 8' FLAT 9 1-1/2'' RAISED 12 KEYSTONE III I" RAISED 6" BANDING 2" I.. F�— I" RAISED 4" BANDING SCORED 6" BANDING 5,4w)iNc� DE�r/41L_ SGALE: 1/4" = 1'-0" 7 1" TYP. 1'-41, w SMOOTH GEMENTITIOUS WASH TEXTURED GEMENTITIOUS WASH ,GLUM N DETA 5GALE: 1/4" - I'-O" U j _ "4' 2" SGORED SMOOTH GEMENTITOUS NASrI SPACES (T'�'P.) NOTE: ALL LINES ARE SCORED LOUVER, IDETAI_ 5GALE: 1/2" = 1'-0" SMOOTH GEMENTITIOUS WASH EY STOKE DETAIL 5GALE: 5/4" = I'-O" 12 1 LLFL ELLLLION SCALE: I/V" 1'-0" LANAI BEARING HT. O" FINISH FLOOR SHINGLE ROOF TYP. 12 F LLLZATIOi SCALE: I/0" = I' -Co° OFF RIDGE VENTS 12 TYP S SHINGLE ROOF TYP. TEXTURED GEMENTITIOU5 12 FINISH TYP �j EL E L TION SCALE: 1/0" = I'-01, 12 T'rP 15 56" HALF ROUND KEYSTONE LOUVER I b'-q 5/4" 2nd FL. BEARING) HT. IT-4 5/4" 2nd FL. HEADER HT. 2nd FL. FIN. FL. 12 5 1 T'rp I5t FL.BEARIN6 HT. HEADER FIT. SEE DETAIL FINISH 4 SIZES O" FINISH FLOOR i i D 1? F FF 0 r"9F TEXTURED GEMENTI TI OUS _ FINISH RO _ � E L E VAT I ON SEE DETAIL FOR FINISH 4 SIZES \YP I J 6" SCORED \� BAND 12" rYP. EAVES i 6AE3LE5 5C;ALE: 1/4" = I'-0° f V­E, (JITKIC4NE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEA( 47819 THIS SERUCEURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 100 M.P,FI, WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE 1997 EDITION. REV. DATE E-+ W�O�lYiW[-,Cz7 W t/�NPa�v� O�gp.,W Oro �`'✓C7W, WE-+riU 0 O�p0 uaxQxv��c, ✓', p0 E~ O U 0 C/) �< UZ �� c6 cn o . O �-a Q O drain by: mm checked by: GP date:-�/30/01 Sheet 24"06" FULL SCALE Scale: it"xl-I" HALF 5GALE EXTERIOR ELEVA"rION ELEVA-rION A5b EL WALL LEGENE) SYMBOL DESGRIPTION q'-4" WALL A.F.F. INTERIOR BEARING WALL (2x4 5TUD5 @ 16" O.G. U.N.O.) SHEAR NALL (2) FIETA20 (2) HETA20 FLOOR TRU,55 PLAN SCALE: 1/4" = 'l'-o° (2) HETA20 NOTES: 1, TRUSSES MUST BE GAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT GALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUGTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) I'-6" TO 6'-O" -. I 5 L� ROOF EDGE 4' I-«- 5 HEADER STUDS (EACH SIDE) 6-0" TO 12'-0" 4 HEADER 5TUD5 (EACH SIDE) 12'-0" TO 18'-0" OO OO 2 FIEADER STUDS REG , (1) FULL LENGTH STUD Q 5 HEADER STUDS REO. (2) FULL LENGTH STUDS F 4 HEADER STUDS REG. (2) FULL LEN67­I-1 STUDS OO RIDGE O 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS © 12" O/G Oi 4' �P o OR O.S.B. (EDGE) USE 8D NAILS @ 6" O/G 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C 2 3 3 a (EDGE) USE 5D NAILS @ 7" O/G T 5. ROOF NAILING PATTERN: PLYWD OR 05B 5 1 ZONE I - USE 50 COMMON NAILS g a" O/G ZONE GHART 2 ZONE 2 - USE 8D COMMON NAILS (D 6" O/C 3 ZONE 3 - USE 80 COMMON NAILS @ 4" O/C, 6• 1/2" GYPSUM GEILING: USE 5D NAILS (9 7" O/C 7. 2 1/4" X .151 PNEUMATIC, NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED (g 5" O.G. EDGES s ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF ® 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF © 12" O.G. UNLESS OTHERWISE NOTED. cl. TABLE 1-105.1, OF THE STANDARD BUILDING GODS, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REGGIREMENT5. REV.li DATE H �H Q oN wzor�W��� a�Qwc �z a�w�wo 0 1`4 p:i l-" � o t�paZ,wF=,��Z o �zxwoxa;H cat �ou�:)4:'Hq x �zo 0 wW�wE,w w ww�0 �o HURRICANE TIE INTERCHANGABILI Y SCHEDULE BRAND MODEL FASTENERS # UPLIFT COMPLIANCE W aJ SIMPSON MFS12 14 10d �143 1000 413 f�-1 HUGHES RT18-TW 16d 1386 9142 c"I SEMCO RTPGAI218-T (9) 16d 1360 9166 SIMPSON HETA12 (5) 10d 615 393 HUGHES SEMCO TA12 TAP8 5 10d (5) 10d 935 700 94139 9166 cn Ei4 (� SIMPSON HETA20 (10) 1 Od 1195 393 0 U HUGHES TA20 (9) 1Od 1503 94139i Q SEMCO TAP 12 8 10d 1115 9166 Qh N SIMPSON FIUS26 (20) 15d 1550 209 0 HUGHES SEMCO EHUH26-N (20) 16d, (10) 10d 10d 1930 94139 w THD26 18) 6d, (12) 1285 478 a 0 HUGHES MS (8) 10d 950 9408A NAIL VALUES: BASED BASED ON 'NATIONAL DESIGN SPECIFICATIONS ® �®� HUGHES HWUH 4X12 (6) HN20a 5165 94139 FOR WOOD CONSTRUCTION FROM TABLE 8.8c - NAILS AND SPIKES (2) 1/2"X6" J-BOLTS LATERAL LOAD DESIGN VALUES" E—+ c- C''J SIMPSON LSTA12 (10) lOd 755 413 NAIL SHEAR VALUE (Ibs.) '� '-� Q'i co HUGHES RT14 (10) 16d 990 9142. 80d 105 Q Q SEMCO RTP18812-F 6) 16d 895 9166 16d 149# O SIMPSON SP1 10d 585 432 HUGHES TP4X 1Od �,M 1465 94139 Lo <1SEMCO PBS22 8) IOd 715 9166 e-1 r-� SIMPSON SP2 (12) 10d 890 432 �+ HUGHES TP4X 10 10d 1465 94139 O SEMCO PBS24 (12) 10d 1075 9166 M SIMPSON LSTA36 26 10d 1715 413 (� HUGHES RT36112 �18 1Od 1746 94139 SEMCO RFPGA836 �14 16d 1736 9166 SIMPSON H5 (8 8d 455 422 HUGHES HCLH (8� 8d 325 94139 SEMCO RT12 (8) 16d 792 9166 SIMPSON ABU66 5/8" A.B., (12) 16Dd 2300 422 HUGHES PA6X6 1/2" A.B., (16) 10d 1685 94139 O W SEMCO ABP66 1/2" A.B., (16) 10d 2160 * E a SIMPSON H13US26-2 (28) 16d 2000 499 Q HUGHES EHUF126-2-N 20A Ni�23 2160 94139 SEMCO GHP26-D 16d 2160 9166 H SIMPSON HUS212-2 (20) 16d 2560 209 HUGHES EHUH210-2 (40) 16d,(16) 10d 2290 94139 SIMPSON MTT28B (24) 16d 4455 393 HUGHES WAM (2.4) 16d 4135 2894 SIMPSON HEFA 20 (16) 16d 1890 393 HUGHES FITA 20 (12) 10d 1968 94139 HUGHES HGT-2 (8) 10d, (2) 5/8" BOLTS 8665 94139 HUGHES WAL 50 (10) 16d 1800 2894 HUGHES USC4-8 3/4" EXP. BOLTS 13840 HUGHES SH �4� 41/2%8" J-BOLTS, 10560 2) 3/4" M.B. THRUBOLTS � NOTE: 1) USE (1) MT512 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE HGUS26-2 (OR INTERCHANGEABLE TIE)FOR AL1_ JOIST ;HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4" NAIL GUN TO FASTERS JACK c) TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>-10,000LB DOWNLOAD) FF�� (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSS�S(7500-10,000LB DOWNLOAD) [s] 1 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSS1j S(<7500LB DOWNLOAD) * - COMPLIANCE REPORT PENDING FEB. 19, 7998 - CHANGE.DWG FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY 5MYH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 L PHONE (407) 299-1522 FAX(407) 299-9153 drawn by: mm checked by: Gp date: W50/01 sheet 24"Ob" FULL SCALE 501e: II"xIT HALF 5GALE FLOOR TRU55 PLAN 1R) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED ELEVATION THE 100 M,P,H, • WIND LOAD REQUIREMENTS OF THE STANDARD 1 FL BUILDING CODE 1997 EDITI❑N, (2) M-FS12 (2) M F512 N 0 CE 6) 00 Er- �l R 7 Q0 Lo -7f ff-) N Z7 R19 M r512 © 24" O.G. (2) MT512 NOTES: EE V . DATE I. TRUSSES MUST BE GAPABLE OF TRANSFERRIN6 LATERAL LOADS TO BEARIN6 WALLS. - - 2. TRUSSES, 61RDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAGTURERS UPLIFT GALGULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SI-IOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REGUIREMENT 2 HEADER STUDS (EAGN SIDE) I'-6" TO 6-0" 5' I .- ROOF EDGE 4'-- I- 3 HEADER STUDS (EAGN SIDE) 6'-O" TO 12'-0" 4 HEADER STUDS (EAGN SIDE) 12-0" TO 18'-O" OO OO 2 HEADER STUDS REG. (I) FULL LENGTH STUD � � � � 4 H o Q o 5 HEADER STUDS REG. (2) FULL LENGTH STUDS F, w o w H 4 HEADER STUDS REG. (2) FULL LENGTH STUDS OO RIDGE O aO o r O a 4. BEARING WALL NAIL PATTERN:02 9 @ I. PLYWOOD: (FIELD) USE 5D NAILS (y 12" O/G (3 O �P OO w Q w rs, �w w o OR O.S.B. (EDGE) USE 8D NAILS © 6" O/G O OO O 2H x H a 2. 6YPSUM: (FIELD) USE 50 NAILS © 10 O/G q N (EDGE) USE 51) NAILS © T O/G s w w q w w 5. ROOF NAILING PATTERN: PLYWD OR OSB U �D ~ I ZONE I - USE 8D GOMMON NAILS © q" OG ZONE GHART R Q a 2 ZONE 2- USE 8D GOMMON NAILS © 6" O/G O E-u o o Cop, 3 ZONE 5 - USE 8D GOMMON NAILS © 4" O/G (0• 1/2" 6'(PSUM CEILING: USE 5D NAILS © 7" O/G W a Q H � q -I. 2 1/4" X .151 PNEUMA"I TIC NAILS MAY BE USED IN LIEU w w % o OF 8D GOMMON NAILS. NAILED © 5" O.G. EDGES 4 © 10" O.G. FIELD o w - mw El 8. ALL INTERIOR LOAD BEARING- WALLS TO BE 2X4 42 SPF © 16" O.G. UP TO 14'-0" I-IGT. v� o INTERIOR LOAD BEARING WALLS ABOVE 14'-0"'TO BE 2X4 #2 SPF © 12" O.G. UNLESS OTHERWISE NOTED. ci. TABLE 1-105.1, OF THE STANDARD BUILDING GODS, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. r _- J R H 51-211 �I-v -U" li �II 5I-211 201-011 2x6 RAILIN( 56" ABO\i NOSE OF THE 2x12 STRINGERS A BEYOND 1/L CV A� GHAMFER GUT 2x2 PIGKET(5) ® TOP AND BOTTOM ENDS (1/2" GHAMFER 2-TYP.) PRE -DRILL AND GOUNTERSINK HOLES FOR ALL 5GREW5 (5 TYP. PER 2x2 PICKET LI V I LG/F S Y E R (1) Q TOP AND (2) @ BOTTOM) USE WOOD BUTTON GAPS OVER DRILLED HOLES SCALE: 1/4" a I'-O' 2" MIN EDGE DISTANGE FOR PRE -DRILLED HOLES USE 2" MIN. 5GREW5 © TOP TO RAIL USE 5" MIN. SGREW5 @ BOTTOM TO STRINGER OR LEDGER BOARD Iw _ C v FIN. GAP ) <v to -1 Lu �9 cn k 3 I/2" REGE55 4" CURB N/ MARBLE E SAS S R 5 TS SGALE: 1/41/4"= 1'-0" l� Q) u v WOOD HANDRAIL n 2/ " A Rn\ /C 8 S r R, DETAIL 16"X12" PLANT SHELF H/ VOLUME GEILING ONLY. 1 11 4i-2�1 F SAS SRS SESRSSM SCALE: 1/4" 0 1 '-Q" WALL MOUNTED WOOD HANDRAIL— - n� SCALE: 1 1/2" 1'-Q" G A6ARGH DE FAIL SCALE:> 1/411 ; 11-o" D FAv I \� S 00 5411-\ LE: 1/4'' y, 1'-0" REV. DATE C-i W�Q�WW�co ocQ�woro CO CYi��p.�WH�U O U x O � WE-,cn��' H cf)W.fz 0 p� a W W O O W W W 0. Q C< r�WWOr�0E-� C, Q0 ��CSJ CO CYJ 2� N ! ID � cy� CD d o W N a I a Q � o S � d `C1_d Y` �1 drawn by: MM checked by: Gp date: V5010 shoot; 2411x56" FULL SGALE shale: 11 "AT' WALE 5GALE GAE31NE�T � M15G. PEAIL5 ((-' A B drawn by: MM checked by: Gp date: V5010 shoot; 2411x56" FULL SGALE shale: 11 "AT' WALE 5GALE GAE31NE�T � M15G. PEAIL5 ((-' A B ELEGTR! GAL LEGEND SYMBOL_ DESGi�I PTION DUPLEX RECEPTACLE 4nI/2 511 1/2 5HITCHED DUPLEX RECEPTACLE 4FI GFI PROTECTED REGEPTALGE GFI/WP WEATHERPROOF/GFI PROTECTED RECEPTACLE 142" AFF =0 GFI PROTECTED REGEPTALGE ® 42" A.F.F EO 220 VOLT OUTLET CLG =0 DUPLEX RECEPTACLE (CEILING MOUNTED) FLR DUPLEX RECEPTACLE (FLOOR RECESSED) SINGLE POLE 51NOE THROW SWITCH 3 3-WAY 5HITCH 4-WAY SNITCH CEILING MOUNTED INCANDESCENT FIXTURE H SUSPENDED INCANDESCENT FIXTURE ® RECESSED INCANDESCENT FIXTURE WP REGE55ED WATERTIGHT INCANDESCENT FIXTURE RECESSED EYEBALL INCANDESCENT FIXTURE FLOURE50ENT LIGHTING FIXTURE !-� HALL MOUNTED FIXTURE FLOOD LIGHT b TELEPHONE 6 DOOR CHIMES PUSH BUTTON FOR DOOR CHIMES TV GABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREHIRE ® SMOKE DETECTOR —QT THERM05TAT 220 . GO D. D15GONNE T CONPEN50R SERVICE DISCONNECT ® CIRCUIT BREAKER PANEL POHER METER $ DISCONNECT LOCATION LIGHT BAR 0 VENT FAN 0- VENT FAN/LIGHT COMBO SPEAKER HIRE NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOH VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE OARAOE ABOVE THE ELECTRIC PANEL BOX. 3, SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL CAUSE ALL SMOKE DETECTOR ALARMS TO SOUND. 4. 5MOKE DETECTORS IN VOLUMED OR VAULTED SPACES SHALL BE LOCATED WITHIN 5 FEET OF THE PEAK. TO INTERIOR PANEL #2/0 OR #4/0 ALUM. 5.E.R. GABLE PER N.E.G. MAIN DISC METER 150 AMP OR 200 AMP MAIN 0150. SWITCH PER N.E.G. 5EGONDARY FEED BY UYILITY CO. OR AS REQUIRED (3) GROUND RODS (2) 10" DEEP d (1) TO FOOTING STEEL ELEGTRIGAL RISER NOTE: I. ELECTRICAL MATERIALS AND IN5TALLATION5 SHALL COMPLY W/ APPLICABLE PROV1510N5 OF THE NATIONAL ELEC. GOD, LOCAL CODES, S THE LOCAL POWER CO. HB ISt FLOOR ELEGTRI GAL PLAN 5GALE: 1/4" = 1'-0" GFI/WP IVv I L: PRE -HIRE FOR WATER HEATER AT GARAGE A/H LOCATION H wzo�Ww�� E_�uo F wQ�Wfs,W�w O xzxwpxa.E, E"�c�xE~F"a� E. EO H a wH� p O Z H A ZxoEx-"0�� a awe WzE- E"cn z w�wawoz� wpxcSE E,O U �O O O mot" I1; C\2 � a O Z �x E. � ,t N � W O O Lo cq a W Z O a o w Q ¢ I a h cr d� c C� A a � �T4 W O � � d d drawn by: Gp checked by: Gp date: 1150101 sheet 24"x5b" FULL 56ALE Scale: I I "0" HALF SCALE OPTIONAL 5EGOND MASTER 15t FLOOR ELEGRTIGAL PLAN ELE�fif;;;�1(0=�AL LE(5END SYMBOL 1��S�fi�l �'il ®N DUPLEX RECEPTACLE 1/2 sH 1/2 54TCHED DUPLEX RECEPTACLE GFI GFIPROTEGTED REGEPTALGE GFI/WP WEATHERPROOF/GFI PROTECTED RECEPTACLE 6FI 42" AFF =0 GFI PROTECTED REGEPTALGE a 42" A.F.F -@ 220 VOLT OUTLET GLG DUPLEX RECEPTACLE (CEILING MOUNTED) 11FLR 0 DUPLEX RECEPTACLE (FLOOR REGE55ED) SINGLE POLE 51NOE THROW SWITCH 3 3-WAY 5WITGH 4-WAY 5WITGH CEILING MOUNTED INCANDESCENT FIXTURE H 5U5PENDED INCANDESCENT FIXTURE ® REGE55ED INCANDESCENT FIXTURE © REGE55ED WATERTIGHT INCANDESCENT FIXTURE REGE55ED EYEBALL INCANDESCENT FIXTURE FLOURE5GENT LIGHTING FIXTURE I WALL MOUNTED FIXTURE FLOOD LIGHT ►� TELEPHONE DOOR CHIMES PUSH BUTTON FOR DOOR CHIME5 TY GABLE TELEV15ION OUTLET CEILING FAN LOCATION OR PREWIRE ® 5MOKE DETECTOR —QT THERM05TAT DI NNEGT CONDENSOR 5ERVICE D15GONNEGT ® CIRCUIT BREAKER PANEL POWER METER LOCATION 0 VENT FAN -0- VENT FAN/LIGHT COMBO SPEAKER WIRE NOTES: I. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 5. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL GAU5E ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED 5PACE5 SHALL BE LOCATED WITHIN 3 FEET OF THE PEAK. 2nd FLOOR ELEGfiRlGAL PLAN 5GALE: 1/4" = 1'-0" E- E-F a o w m w H w wZ��wpa�tn 1:14 z a cw7p4ME-�.� o A"AzWr �-=4 a =zxwox. xaEw cat E- U E" E+ Q t &4 R.,wWE-.wRi.� CJ ZxoEx�wo�cn a �wx—zzo 0 wW�w��Wz Wawa oz� x� wo ZOE- E- o c' U, 0 V) •—I co 04 d� d' E-� W cu � p�+ ® N N co CrJ � � O O E- � W W O zEl � c O q drawn by: checked by: asp date: sheet 24"x5b" FULL 5GALE Scale: II"xl7" HALF 5GALE 2nd FLOOR ELEGTRI( AL PLAN PRE-ENGINEERED TRUSS @ 24" O.C. REV. DATE WALL BEYOND \11 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ W/ (1) MTS12 @ EA. TRUSS U.N.O. x6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ (SEE S1 SHEETS FOR TRUSS PLANS EXPANSION JOINT VER 6-MIL VAPOR BARRIER 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ ) SEE ELEV. DRIVEWAY SLAB SEE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) COMP.,SHINGLES OVER 15# FELT PITCH SLOPE TO R/W I i (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. OVER 6-MIL VAPOR BARRIER ON 7/16 OSB OR CDX SHEATHING 3�� (n I (SEE FOUNDATION PLAN FOR SLOPE) 4 1 u 1 W ALUM. DRIP 32„ i 1 - _ EARING HT. SEE ELEVATION ON H 3 3_1" °-------� rI:T /.d aM — — - v/=-2 �I�li _I = — I ' 3FASCA /2'T GYP BOARD PER SPEC. o W F`+W °CLEAN COMPACTED .— — �r —I �I „„En z 8 WIDE CONC. CURB I POISON TREATED FILL 3 " 1Ti 'T` �_� �_" I' I 2x4 SUB SEE DBL. 2 x4 TOP PLATE a a wA H F o TII= —II I —I I —III—I ELEVATION HEADER HT. 91. xc —III=—�=111 8" „ FASCIA p I Q I:' " � z o i r 8 x8 THICKENED EDGE 8"x8" THICKENED EDGE 8 CLEAN COMPACTED SEE ELEVATION W o W W MONO. FOOTING �— I I „ El CLEAN COMPACTED = W x P- E- cat w/ 2 #5 BAR CONT. -� W/ 1 #5 BAR CONT. POISON TREATED FILL W/ 1 #5 BAR CONT. POISON TREATED FILL DBL. 2x12 HEADER w/ E- x E" E+ A � E-- VENT.SOFFIT 1/2" PLYWOOD FLITCH Wx w w H w W. � = GARAGE DOOR RECESS OFFSET THICKENED EDGE DETAIL (REFER TO HEADER SCHEDULE) m o o zo H A a D FOOTING DETAIL AT GARAGE DOOR B THICKENED EDGE DETAIL zaoC6o CD1aoE. z �"� C D 1 SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0" CJD1 SCALE: 3/4" = 1'-0" W w w i~ w A z R, w�Wa. oz' WINDOW (SEE FLOOR PLAN x rm' m o x O E- FOR SIZE & LOCATION) E" o U Co o d 2x4 STUDS ®16"O.C. #2KD S.P.F. MIN. 2x4 STUDS @ 16 O.C. REFER TO ELEVATIONS FOR FINISH #2KD S.P.F. MIN. Ito .-a 2x4 P.T. BOTTOM PLATE W 2x4 DBL TOP PLATE 2x4 P.T. BOTTOM PLATE W/ MARBLE SILL d' 1/2 DIA. x 8 ANCHOR BOLT TO STUD/ SP4 ® 2x4 DBL TOP PLATE OR EXPANSION ANCHOR w 1/2" DIA. x 8" ANCHOR BOLT i CONC. FILLED CELLS W / EVERY OTHER STUD TO STUD/ SP4 ® W �j / �� �� �� OR EXPANSION ANCHOR w/ ^� 2 x2 x1/8 WASHERS LOCATED EVERY OTHER STUD R-11 INSULATION Co {; 1 # 5 BAR VERTICAL 2"x2"x1/8" WASHERS LOCATED WITHIN 6 OF EACH CORNER C\ WITHIN 6" OF EACH CORNER #5 DOWEL W/ 12 HOOK , & 32 O.C. MAX. ELSE WHERE / Q � �� ��, -� 1 2' GYP BOARD C''J �, �'' & 32" O.C. MAX. ELSE WHERE 7/16 OSB SHEATHING & 25 LAP MIN. ;� 3 1/2 CONCRETE SLAB (MIIN. 2500 P.S.I.) W/ • � 3 1/2' CONCRETE SLAB 2x4 STUDS @ 16 O.C. 6x6 10/10 WIRE MESH (OR 'W/ FIBER MESH) BOTTOM PLATE TO STUD/ 3 1 2 (MIN. 2500 P.S.I.) W/ 6x6 10/10 / "CONCRETE SLAB BOTTOM PLATE TO STUD/ BASE TRIM AS SPEC. w Z ^ OVER 6-MIL VAPOR BARRIER SP4 ®EVERY OTHER STUD MIN. 2500 P.S.I. W 6x6 10 10 FINISHED GRADE ��I (SEE FOUNDATION PLAN FOR SLOPE) WIRE MESH (OR W/ FIBERMESH) ( ) / / SP4 ® EVERY OTHER STUD WIRE MESH OVER 6-MIL VAPOR BARRIER (OR W/ FIBERMESH) '� OVER 6-MIL VAPOR BARRIER VARIES 3/4" PLYWOOD T&G SUB -FLOOR [� N II (SEE FOUNDATION PLAN FOR SLOPE) LSTA18 EVERY DECKING GLUED AND NAILED d' OTHER STUD 00 � I —III I! I � d — 32 _ _.—& d . ! �'.— a- — — — 32 , . . . - — 32" „ • C!1 �,�- �i 'III=I I ° �I IT 3 " = 2x4 CONT. RIBBON BOARD z _ .- rvil /C CHASE=1�1 �/..IJroo FASTENED W/ 3-12d NAILS4 MIN. A ° • • THROUGH FOOTING �— — zr- I I I I I=I _ FASTENERS AT EACH FLOOR JOIST —I I f) CLEAN COMPACTED —III III=III—III-I II,r� PRE-ENGINEERED FLOOR p ADD (1) #5 BAR w/ T �`� '' ' 20"x12" FOOTER W/ CLEAN COMPACTED i i i— - 25" LAP A/C CHASE 1'-4" POISON TREATED FILL 3 5 BARS CONT. 1 _8 POISON TREATED FILL >, 20"x12" FOOTER W/ TRUSS @ 24" O.C. d' # CLEAN COMPACTED 1 -8 LCJ 16%18" FOOTER' W/ POISON TREATED FILL 3 #5 BARS CONT. C--+ 2 #5 BARS CON-T. (1) META16 ® (U.N.O.) 1/2" GYP BOARD EVERY FLOOR JOIST a• LINTEL BLOCK W/ 1 #5 ROD `►�i E CURB FOOTING DETAIL AT GARAGE F INTERIOR BEARING WALL FTG. DETAIL OFFSET BEARING WALL FTG. DETAIL HEADER HT. jgka' C D 1 SCALE: 3/4" = 1'-O" C D 1 C D PRECAST HEADEREW ELEVATION SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0" / #S ROD z FTG. W/ (3) #5 E- a a WINDOW (SEE FLOOR PLAN II II �II II SEE ELVATIONFOR SIZE & LOCATION) 3 1/2"CONC—a mEy FOR FINISH #5 REBAR TYP. II II II — II II II _ _ � CONC. FILLED CELLS W/ 1 # 5 BAR VERTICAL 2} — } — _ _ _ — _ _ — _ MARBLE SILL PRECAST SILL R-4.2 FOIL Q� BENT BAR W/ 25" E -•q LAP E.W. TYP OF 3 1 #5 BAR VERTICAL IN 1/2" GYP BOARD OVER 1 1'-0" CONC. FILLED CELL FROM a . 3/4" P.T. FURRING w N El El------� CORNER BAR DETAIL SLAB TO TIE BEAM TYP. I I ® EACH DOWN CELL. :�� 8 C.M.U. N.T.S. (SEE FLOOR PLAN FOR El El o BASE TRIM AS SPEC. FILLED CELL LOC.) i CONC. FILLED CELLS W , . BLOC. LINTEL 3 1 2" CONCRETE SLAB MIN. 2500 P.S.I. W 1 # 5 BAR VERTICAL BLOCK FILLED / ( ) / 1 -4 2'-0" 8" W/ (1) #5 �-y #5 DOWEL W/�12 HOOK ail. 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) & 25 LAP MIN. �,.. OVER 6-MIL VAPOR BARRIER ,I CMU COLUMN 11 PRECAST CONC. 0'-0" FIN. FL Q r�l CMU COLUMN LINTEL CONC. z FINISH GRADE �q� ..— Q #5 DOWEL W/ 12" HOOK ICI ,II #5 DOWEL W/ 12° HOOK ��� °• FILLED W/ 1 #5 BAR �I1, _ — — 'y a ° — - _ _ 0 � � � I-1 I 1=1 & 25" LAP MIN. ;+ i;' & 25" LAP MIN.'" UP TO 16' NON -BEARING USE I-1I I 'r ° .. 1=1I ao 3 '1/2 CONCRETE SLAB (MIN. 2500 -Ill 3 1/2 CONCRETE SLAB (MIN. 2500 P.S.I.) W/ ( ) 1=III=1I '' 1 #5 IN HEADER. 16 BEARING " -i a �� =III=I I I P.S.I.) W/ 6x6 10/10 WIRE MESH (OR W/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) AND 18' USE 2 #5 BARS IN HEADER. -III= I; a., FIBER MESH) OVER 6-MIL VAPOR to OVER 6-MIL VAPOR BARRIER I=III—II I� ° d —III- O SEE ELEVATION FOR FINISH Ili ill BARRIER (SEE FOUNDATION PLAN FOR SEE ELEVATION FOR FINISH III (SEE FOUNDATION PLAN FOR SLOPE) IIIIIIII a '� �_,_! . • III ' �� III III SLOPE) III GARAGE DOOR FINISHED GRADE FINISHED GRADE iIi 1 -8 CLEAN COMPACTED N.T.S. 20 x20 FOOTER W/ TERMITE TREATED FILL ,r 1„ *-------=-- �' 3 #5 BAR CONT. ,illy d �i ��.�—IL----�, ��`' e . 3�5 �Illi d ii °�� a ° d.. 31, / ° a a II —T L = �'' ° ° #TIEDODTO CONT. IN Q -1=T- TYPICAL TWO STORY FRAME FOOTER & LINTEL ROD — — — ��—I ABOVE (10"MIN. HOOK) A OVER 8 CMU WALL SECTION CLEAN COMPACTED T= I II CLEAN COMPACTED POISON TREATED FILL _ — — — — - POISON TREATED FILL I C D 1 SCALE: 3/4" = 1'-0" drawn by: TK 2 —0 2 —o checked by: CP 24 x24 x16 SPREAD FOOTER 24 x24 x16 SPREAD FOOTER W/ 3 #5 BARS ® 6" O.C.E.W. W/ 3 #5 BARS ® 6" O.C.E.W. — — — — — date: 1 /1 /01 VK91 CANE sheet 24 x36 FULL SCALE MULTIPLE COLUMN FOOTING DETAIL H SINGLE COLUMN FOOTING DETAIL I ENGINEERING scale: 11%17" HALF SCALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL C D 1 SCALE: 3/4" = 1'-0" C D 1 SCALE: 3/4" = 1'-0" 1 #5 BAR CONT. P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 4 THOMAS J. ANDERSON PE# 47819 DETAILS THIS STRUCTURE HAS BEEN DESIGNED TO TIE BEAM STEP DOWN MEET OR EXCEED THE 100 M,P,H. WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE 1997 EDITION, N.T.S. I t;G 2001 i REV. DATE r_ ___ _______= _ °� S I , � (3) 1/2" DIA. ANCHOR BOLT EMBED _____ 4" (MIN.) W/ 2"x2"xl/8" WASHERS ° ° ` EXIST. FLOOR SYSTEM AND ii o 0 FLOOR STRAPPING �� SPACED EQUALLY. TOP &BOTTOM BOLTS �I // \\ — ------ WITHIN 12 OF TOP &BOTTOM OF WALL 0 ° 1— — — �lel CONCRETE FILLED CELL II I Ey W/ #5 BAR 11 6,� 2x4 BLOCKING @ HORIZONTAL 3 8" I Eo x w x z II JOINT w/ 8d NAILS ® 6" O.C. W Z o ( W P F W EACH SIDE OF JOINT I ao �' a o o • i I •. ij I a�cW7��E"�V o / I a••'. y:: , czo— 000 AWF'W CD DRILL 6" INTO EXIST. LINTEL, -/ ; I — — — — — — 0 — — — —EPDXY & DRIVE, 5 &BEND /� ' w v1 ° ° ° ° x w o x E-+ F-1 VERT., 25 'LAP REQ'D. ' FOR REINFORCING SEE ;; w o „ i w Co ra E W w a a x PLAN & WALL SECTIONS. it z ©® 6 d o z H a 1. NON INSERT DOWELS VERTICAL 8" CONCRETE BLOCK �� Z o (; C" x o H o a Axe �d SINGLE NAIL EDGE SPACING W��zzo 0 AND STRAIT WHEN NO WALL SPLIT FACE OF BLOCK +� i PRES%%��I�,T 3 1 2 DIA. ANCHOR BOLT EMBED ,N, z � a N W w ,-. Pq w z PROP. FILLED CELL LOC- CLEAN4 HOLE, BLOW OR BRUSH () / " pi z o w w a H o z ATION. (TYP.) ' 3. 2 PART EPDXY OR 4 (MIN.) W/ 2 x2 x1/8 WASHERS ,p, w o x w o x H ' NGINEER APPROVED EQUAL SPACED EQUALLY. TOP & BOTTOM BOLTS Ib� co `` NAIL SPACING 12" O.C. 2x4 STUD E' o U Cn 0o �eg. SIMPSON SET -KIT, SET PAC) WITHIN 12 OF TOP & BOTTOM OF WALL. Ipl z z z \ I 2x4 WALL AS SPEC. IN PLAN ,� N o ° ° 7/16" O.S.B. ' II `� w SHEATHING O 2x4 P.T. BOTTOM PLATE W/ �� ____= Q �" O z o JOINT .--1 DRILL 6" INTO EXIST. FTG., ' — — — 1 /2 DIA. x 8 ANCHOR BOLT w w EPDXY & DRIVE, #5 &BEND OR EXPANSION ANCHOR w z w 0 0 VERT., 25 LLAP REQ'D. �i i 2"x2"xl /8" WASHERS LOCATED a M m NAILING PER Lt- WITHIN 6" OF EACH CORNER SCHEDULE & 32" O.C. MAX. ELSE WHERE � Q � O ° ° 2x4 BLOCKING • ���------------+++ ,..� MONO SLAB MISSED DOWEL DETAIL MASONRY/FRAME WALL CONNECTION DETAIL PLACED NAILSFLATWEA. z (2) 16D NAILS EA. � END (NOT REQ'D W O O N.T.S. AT HEADERS) H z N.T.S. N 0 o o ° o 0 0 0 ° o o ° -----1 L------- HORIZONTAL JOINT DETAIL E­1 E xz � I I zoo (2) SP4 @ TOP OF HEADER-------� I -------- PANEL ATTACHMENT DETAIL LO (1) MTS12 EA. ® TOP PLATE (1) PER HEADER JACK AS REQ'D U.N.O. (SEE S1 SHEETS FOR N.T.S. � TRUSS PLANS) (1) SP4 ® TOP & BOTTOM OF EVERY PRE-ENGINEEREDI OTHER FULL LENGTH WALL STUD x TRUSSES 2 MTS12 © TOP PLATE EXIST. FLOOR SYSTEM I U.N.O. ( SEE S1 SHEETS FOR TRUSS PLANS) // \\ z E- 0 (1) LSTA24 OR EQUIV. - EXIST. FLOOR SYSTEM AND FLOOR STRAPPING d I � HEADER W/ (4) TAPCONS // \\ p� y DBL. 2x12 #2 S.Y.P. W/ 1/2" FLITC 3/16", X 2-1/2" @ 2" 0/C MI // \\ E- C�' I (REFER TO HEADER SCHEDULE) I DOUBLE TOP PLATE LINTEL MISSED LINTEL STRAP DETAIL • ( 7/16 OSB EXTERIOR SHEATHING FOR FLOOR TRUSS TO LINTEL (REFER TO SHEAR PANEL WALL / ' HEADER JACKS DETAIL FOR NAIL SPACINGS) DRILL 6" INTO EXIST. LINTEL, / E EPDXY VERT., 5�, 'LAP RBE D • N.T.S. NOTES: 1.INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL 2x4 #2 S.P.F. STUDS ' PRESENT @ 16" O.C. i 2L 3/N HOLE, BLOW OR BRUSH PORDERS I SPLIT FACE OF BLOCK - I NGINEER APPROVED EQUAL U.N.O. FULL LENGTH PROP. FILLEDTICOENL� OP� F3. SIMPSON ET EPDXY OR UNDER HIPA (U.N.O.) WALL STUDS I eg. SIMPSON SET -KIT, SET PAC) LSTA18 @ TOP & BOTTOM OF HEADER JACK ALTERNATE LOCATION (1) PER HEADER JACK AS REQ'D OF FOOTING DETAIL FILLED CHAIR BLOCC-\ 2x4 BOTTOM PLATE NO CONNECTORS REQ'D \ — ON 3/4 T. & G. DECKING EPDXY & DRIVE,, #5 & BEND \ o� 7/16" OSB SHEATHING VERT., 25 LAP REQ D. SP4 ® TOP & BOTTOM OF 2x4 #2 S.P.F. STUDS CORNER POST EACH SIDE ® 16" O.C. BLOCK UNDER #2 S.Y.P. TO LINTEL I LSTA111 ® TOP & BOTTOM OF HEADER JACK • • 0 (1) PER HEADER JACK AS REQ'D (SEE S1 SHEETS FOR CONNECTIONS) ►� LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS STEM WALL PISSED DOWEL DETAIL � FASTENERS AT EACH FLOOR JOIST LET -IN 2"x4' CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS N.T.S. FASTENERS AT EACH FLOOR JOIST PRE-ENGINEERED FLOOR TRUSS w/ * (USE (2) MTS12 TO ANCHOR META16 ® EACH FLOOR TRUSS & TO FLOOR TRUSS GIRDER U.N.O.) 8-8d NAILS OVER PLYWOOD TO TRUSS PRE-ENGINEERED FLOOR TRUSS w/ META16 @ EACH FLOOR TRUSS & 8-8d NAILS OVER PLYWOOD TO TRUSS drawn by: TK L L L L L 2x4 PT NAILER TOE NAILED : TO FLOOR TRUSS. (SEE PANEL 2x4 PT NAILER TOE NAILED checked by: CP 2x4 BLOCKING ® LSTA18 ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK W/ 1 #5 ROD TO FLOOR TRUSS. (SEE PANEL date: & 8-8d NAILS OVER ATTACHMENT DETAIL FOR NAILING) 1 /1 /01 PLYWOOD TO BLOCKING CIRRI CIINE LINTEL BLOCK W/ 1 #5 ROD sheet 24 x36 FULL SCALE ENGINEERING scale: 11 "x17" HALF SCALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION & P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FRAMING DETAILS THOMAS J. ANDERSON PE# 47819 0 2nd FLOOR EXTERIOR FRAME WALL AND OPENING SECTION @JAMB OF OPENING 2nd FLOOR THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 100 M,P.H, WIND LOAD REQUIREMENTS OF THE STANDARD N.T.S. N.T.S. BUILDING CODE 1997 EDITION.0 2 G b REV. DATE GROUT FILLED LINTEL BLOCK(S) COMP. SHINGLES OVER 15# FELT w/ 1 #5 REBAR CONT. ON 7/16" OSB OR CDX SHEATHING PRE -CAST CONC. LINTEL PRE-ENGINEERED TRUSS @ 24" O.C. _ — _ w/ 1 #5 REBAR (SEE LINTEL SCHED.) F, W/ (1) META22 @ EA. TRUSS U.N.O.— (SEE S1 SHEETS FOR TRUSS PLANS) SEE ELEV. � r~ x w w x w (1) MTS12 EA. ®TOP PLATE r~ z o PITCH I _ — _ _ _ _ _ _ _ _ _ (2) MTS12 ® TOP PLATE U.N.O. TRUSS PLANS) SHEETS FOR o �" W w W o H o r� En N = �z NAILED TO HIP GIRDERS c9 a. pa F' S" u o AND HEADER U.N.O. PRE-ENGINEERED a a w w w o ALUM. DRIP TRUSSES w O x a. C\2 BEARING HT. E- pC r~ L~ SEE ELEVATION FIXED GLASS (2) SP4 TOP OF HEADER w w a H w w a x ALUM. BATT INSULATION PER SPEC. II OPENING I I (1) PER HEADER JACK AS REQ D 6"U � z x �7 FASCIA / PRE -CAST CONC. LINTEL o r~ a 1 2 GYP BOARD o�oz NA cnxi =Uxdd 5. SEE c�. LINTEL BLOCK W/ 1 #5 ROD w/ 1 #5 REBAR (SEE LINTEL SCHED.) N a w z F p 2x4 SUB ELEVATION HEADER HT. I I I I W a r~ w A d W A E� to z Wd W W •••, W FASCIA SEE ELEVATION w 0.,oz VENT. ALUM. PRECAST HEADER W/ 1 #5 ROD = _ — — — — — — — x w o HEADER DOUBLE TOP PLATE F o En o SOFFIT DBL. 202 #2 S.Y.P. W 1 2" FLITCH IIII (REFER TO HEADER SCHEDULE) WINDOW (SEE FLOOR PLAN FOR SIZE & LOCATION) II II O O SEE ELVATION d+ FOR FINISH (2) #2 S.Y.P. W d' HEADER JACKS .� 4 EACH SIDE C Co MARBLE SILL II II CONC. BLOCK WALL FILLED w/ 2x4 #2 S.P.F. STUDS • W a 1 #5 REBAR CONT. FROM FND. @ 16 O.C. R-4.2 FOIL TO BOND BEAM Z W p PRECAST SILL II II FULL LENGTH W O U 1 #5 BAR VERTICAL IN 1/2'; GYP BOARD OVER WALL STUDS LSTA18 @ TOP & BOTTOM CONC. FILLED CELL FROM e . 3/4 P.T. FURRING OF HEADER JACK N SLAB TO TIE BEAM TYP. 'I 8" C.M.U. (1) PER HEADER JACK AS REQ'D W N ® EACH DOWN CELL. ,, Cn '"� (SEE FLOOR PLAN FOR II BASE TRIM AS SPEC. FILLED CELL LOC.) II II • w d: ,,l NO CONNECTORS REQ D 2x4 BOTTOM PLATE H � � � 4 3 1/2 CONCRETE SLAB (MIN. 2500 P.S.I.) W/ #5 DOWEL W/ 12 HOOK ili 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) ON 3/4 T. & G. DECKING &25"LAP MIN. CZC� OVER 6-MIL VAPOR BARRIER O O Lo 4 di I 0'-0" FIN. FL. r-1 z z FINISH GRADE :II a 00 r�l LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS LINTELS @ M A S 0 N A R Y OPENING FASTENERS AT EACH FLOOR JOISTIle a - .-a--- N.T.S. If PRE-ENGINEERED FLOOR TRUSS w/ z 1 -4 META16 @ EACH FLOOR TRUSS & o ?" CLEAN COMPACTED 16"x18" FOOTER W/ TERMITE TREATED FILL I I I 8-8d NAILS OVER PLYWOOD TO TRUSS 2 #5 BAR CONT. , , I d GROUT FILLED LINTEL BLOCK(S) , 2x4 PT NAILER TOE NAILED a w/ 1 #5 REBAR CONT. L L L TO FLOOR TRUSS. (SEE PANEL E" Cr' TYP. SINGLE STORY 8" CMU WALL SECTION & 8g8d2x4CKING NAl S OVERAIB ATTACHMENT DETAIL FOR NAILING) A PLYWOOD TO BLOCKING PRE -CAST CONC. LINTEL + (USE (2) MTS12 TO ANCHOR LINTEL BLOCK W/ 1 #5 ROD w/ 1 #5 REBAR (SEE LINTEL SCHED.) TO FLOOR TRUSS GIRDER U.N 0.) 2nd FLOOR EXTERIOR FRAME WALL FIXED GLASS AND OPENING UNDER HIP GIRDERS OPENING N.T.S. ~� I � 200 OR 10" TA FLOOR JOIST @ 12" O.C. DBL. 2x8 HEADER W/ 1/2" FLITCH PLATE 3/4" CDX T&G DECKING 2x KNEE -WALL W/ II HUC-48 W/ 3/16"x 1 3/4" II STUDS @ 16" O.C. ITAPCONS II I 3/4" CDX T&G DECKING 1 /2" DIA. x 8" ANCHOR BOLTS EMBED 6 MIN. W/ 2 x2 x1 /8 USE (1) H3 W/ 8-8d NAILS --""""' AIL WASHERS, LOCATED WITHIN @ JOIST AND BOTTOM PLATE 6" OF EACH END AND 24" OF KNEE -WALL O.C. MAX. ELSEWHERE II II CONC. BLOCK WALL FILLED w/ 1 #5 REBAR CONT. FROM FND. TO BOND BEAM USE (1) MTS18 W/ 10-d NAILS MASONRY WALL (I II JOIST AND (4) 3/16" X 2-1/2 TAPCONS 2" O.C. MIN. ® MASON II !►-ter•! � �� �� _► �n� _� _►-�� 1 Q x10 OR 10" TJI R JOIST @ 12" O.C. PRE-ENGINEERED 0 FLOOR JOIST f.—q 24" O.C. E 4 MASONRY WALL drawn b _._ yTK checked by: CP TRAP DETAIL FOR BALCONY II MISSED S MISSED STRAP DETAIL FOR date: 1/1/01 FLOOR JOIST TO KNEE —WALL kfvKKlCjqNE sheet 24, x36 FULL SCALE BALCONY FLOOR JOIST TO ENGINEERING scale. 11 x17 HALF SCALE N. T. S. MASONRY ALL (407) 774-9003 FAX: (407) 774-8477 FOUNDATION & P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FRAMING DETAILS THOMAS J. ANDERSON PE# 47819 N.T.S. DSINED LINTEL/HEADER @ OPENING TMIEETTORCTURE EXCEEDATHE E00 MEPHGWNDO LOAD REQUIREMENTS OF THE STANDARD N.T.S. BUILDING CODE 1997 EDITION, CD3 001 O REV. DATE • 7/16" O.S.B. OR C.D.X. ROOF SHEATHING 7/16" O.S.B. OR C.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE • - PRE-ENGINEERED 2x4 BLOCKING @ 48" O.C. MAX 2x4 BLOCKING @ 48" O.C. MAX GABLE TRUSS FIRST 3 TRUSS BAYS FIRST 3 TRUSS BAYS • 15# FELT 1/2" DIA. "J" ANCHOR BOLT 16" 2x4 DIAGONAL BRACING @ 48" O.C. 16" 2x4 DIAGONAL BRACING @ 48" O.C. @ 48" O.C. MAX. EMBED 4" MIN. MAX. MAX. TO 3rd. TRUSS (START DIAG. MAX. MAX. TO 3rd. TRUSS (START DIAG. W/ 2"x2"x1/8" WASHERS 2x4 CONT. BRACING 6' FROM END OF TRUSS) 2x4 CONT. BRACING 6' FROM END OF TRUSS) F E_ w x z 7/16 O.S.B. PLYWOOD SHEATHING DRIP EDGE - � � � DRIP EDGE —� � � �' w z o � w � � 2 x6 P.T. PLATE U.N.O. x w E. w - ��3-- - -��-- ------ �---- - --- �- ------ z " ALUM. FACIA a�w�HFU o —� ALU'M. FACIA —� o w a w o 0 VENTED SOFFIT -�'� VENTED SOFFIT i 16d NAILS @ 4 O.C. a' w 0� w a z o �\ �� i �� wz aw c� 7/16" O.S.B. OR C.D.X. GABLE SHEATHING - - - - - - < - - - - - - - - 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES H FLASHING I W/ 8d RING SHANK NAILS @ 4" O.C. W/ 8d RING SHANK NAILS 0 4" O.C. �` �'� @ 24" O.C. w w a �" W w x x - ON EDGES AND 12" O.C. IN FIELD ON EDGES AND 12" O.C. IN FIELD (TYPICAL) o 0 z E. -. META12 @ - I I - 8"x8" LINTEL BLOCK VAULTED TRUSSES \ V' x o 2 '8 a d >P. " 24" O.C. MAX. I I TIE BEAM CONC. FILLED REFER TO ELEVATIONS FOR FINISH 1/2 GYP BOARD REFER TO ELEVATIONS FOR FINISH i z o 0 w 1 #5 DIA. ROD CONT. @ 24" O.C. (TYPICAL) w z o 0 .I I / 2x4 STUD MATCH VAULT LINE - r - - - - '� - - - - - - a N w F C E z U J GABLE END TRUSS 3-16d NAILS @ EACH GABLE END TRUSS x A H w w Z - 2x6 FIRE BLOCKING (n awa a TRUSS PER BRACE w w a,1= o z 16d NAILS @ 4" O.C. NAIL 2-16d EA. 2x4 BLOCK 16d NAILS ®4 O.C. REFER TO ELEVATION ------ xo:,aao =09 - - �� 2x6 P.T. PLATE CONT. 3-16d NAILS @EACH F' o � � o FOR FINISH - - jA 2x4 KNEE WALL @ 24 O.C. META12 ALONG GABLE TRUSS META12 ALONG GABLE TRUSS W/ 1/2" ANCHOR BOLTS TRUSS PER BRACE � - @ 24" O.C. MAX. W/ 7-10d NAILS I� @ 48" O.C. W/ 4" EMBED ,N 2x6 P.T. PLATE CONT. W/ 1/2" ANCHOR BOLTS @ 24" O.C. MAX. W/ 7-10d NAILS II 1/2" GYP BOARD e @ 48" O.C. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WASHERS W/ 2"x2"x1/8" WASHERS U.N.O. LINTEL BLOCK W/ 1 #5 ROD CD LINTEL BLOCK W/ 1 #5 ROD Q n, V, Co ANC' GABLE ENDWALL DETAIL GABLE ENDWALL TO GABLE ENDWALL DETAIL WALL AIL AT MASONRY WALL w ►-� MASONRY WALL FOR VAULTED CEILING AT MASONRY WA DE AIL SCALE: N.T.S. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" w � � � U „ 7/16" O.S.B. OR C.D.X. ROOF SHEATHING 7/16 O.S.B. OR C.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE o W C 2x4 BLOCKING @ 48" O.C. MAX 2x4 BLOCKING @ 48 O.C. MAX .a FIRST 3 TRUSS BAYS _ FIRST 3 TRUSS BAYSCo w 16" 2x4 DIAGONAL BRACING @ 48 O.C. 16" 2x4 DIAGONAL BRACING @ 48" O.C. Z Co y y MAX. MAX. TO 3rd. TRUSS (START DIAG. MAX. MAX. TO 3rd. TRUSS (START DIAG. O O E'_ 2x4 CONT. BRACING 6' FROM END OF TRUSS) 2x4 CONT. BRACING 6' FROM END OF TRUSS) Oaf' DRIP EDGE —_ , E�4 LINTEL DRIP EDGE r-+ ALUM. FACIA \�---- ---- -- - - - - - ALUM. FACIA -'.-\ -- C\t W -�' � ' • --- PRECAST HEADER i VENTED SOFFIT DOOIR TRACK VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES 7/16 O.S.B. OR C.D.X. GABLE: SHEATHING i TRUSSES a W/ 8d RING SHANK NAILS @ 4" O.C. �` < @ 24" O.C. W/ 8d RING SHANK NAILS @ 4" O.C. �` '� @ 24" O.C. ON EDGES AND 12" O.C. IN FIELD / (TYPICAL) ON EDGES AND 12" 0_C. IN FIELD / / / \ (TYPICAL) IS, REFER TO ELEVATIONS FOR FINISH i i i M REFER TO ELEVATIONS FOR FINISH � i 2 X 8 (PT) PLATE EACH GABLE END TRUSS GABLE END TRUSS o_ w SIDE OF DOOR OPENING 16d NAILS @ 12" O.C. 16d NAILS @ 4 O.C. �" `~ a IT �3-16d NAILS @ EACH 3-16d NAILS @EACH a c LSTA18 ALONG GABLE TRUSS TRUSS PER BRACE LSTA18 ALONG GABLE TRUSS TRUSS PER BRACE H DOUBLE 2x4 TOP PLATE @ 48" O.C. MAX. W/ 10)-10d NAILS 1/2" GYP BOARD (4) 1/2 AB-7 L.G. @ 48' O.C. MAX. W/ 10-10d NAILS 1/2 GYP BOARD DBL. 2x12 BEAM w/ 1/2" FLITCH PLATE @ EA. DOOR TRACK W/2 SQ. WASHER NUT AT FILLED CELL JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE POCKET INTO 2X4I WALL OR 7/16" OSB SHEATHING ENDWALL PLATE. USE 2"x4 BLOCKING FLAT WAYS AT JOINT. (1) PC CAPS @ BEAM TO POST P.T. POST (SEE FLOOR PLAN FOR 2"x4" STUDS @ 16' O.C. SIZE, LOCATION & FINISH) 1/2" DRYWALL i GABLE ENDWALL DETAIL W/ FRAMED G GABLE ENDWALL ' GARAGE DOOR DROPPED HEADER OPENING TRACK MOUNT DETAIL DEAIL AT FRAME WALL SCALE: 3/4" SCALE: 3/4" = V-0" N.T.S. (1) SP4 EVERY OTHER STUD W/ 10-10d NAILS LSTA18 @ SEE S1 SHEETS FOR TRUSS PLANS DOUBLE TOP PLATE TOP & BOTTOM @ WALL STUDS & HEAD BOTTOM OF HEADER AND CONNECTOR SCHEDULE SEE S1 SHEETS FOR TRUSS PLANS A7 /f mAND CONNECTOR SCHEDULE DOUBLE TOP PLATE HEADER (2) 2x12 W/ 1/2" CDX FLITCH 7/16" OSB OR CDX PLYWOOD EXTERIOR SHEATHING NAILED®y W/ 10d GALV. @ 3" O.C. EDGES AND 12" O.C. FIELD- • 20 SYP OR #2 SPF @ 16 O.C. I ( W/ (1) SP4 EVERY OTHER STUD HEADER STUDS N @ TOP AND BOTTOM TYP. (USE SP6's FOR 2x6 STUDS & WALL STUDS 2x4 P.T. WALL STUD W/ (3) 1/2" (USE SP6's FOR 2x6 STUDS & `'' SP8's FOR 2x8 STUDS IN LIEU @ 16" O.C. DIA. ANCHOR BOLTS TO BLOCK SP8's FOR 2x8 STUDS IN LIEU > OF SP4's FOR 2x4 STUDS) FULL LENGTH MIN. OF SP4's FOR 2x4 STUDS) STUDS _ - WALL STUDS - 1/2" DIA. x 8" ANCHOR BOLTS EMBED 6" MIN. W/ 2"x2"xt/8" NO CONNECTORS REQ'D a I o I Y WASHERS LOCATED WITHIN F-- - - —_ - - —� drawn b MM 6" OF EACH END AND 24" o I f O.C. MAX. ELSEWHERE J _ — — — — — — checked by: CP p0 2X 2 SPF (2" LARGER THAN RAFTERS) date: (1) SP4 @BOTTOM OF EVERY L / (4) 16d FOR 2X8, 1 /1 /01 OTHER STUD & HEADER STUDS 1/2" DIA. x 8" ANCHOR BOLT q� - - _ _ �-1 w 3) 16d FOR 2X6, OR EXPANSION ANCHOR w/ (5) 16d FOR 2X10, (6)16d FOR 2X12 VKKICjqNE sheet 24x36 FULL SCALEA - 2"x2"x1 /8" WASHERS LOCATED ENGINEERING scale: 11 "x17" HALF SCALE 2x4 P.T. BOTTOM PLATE WITHIN 6" OF EACH CORNER 2X #2 SYP RAFTER w/ SIMPSON COMPOSITE LINTEL, PRECAST LINTEL, P.O.& 32" O.C. MAX. ELSE WHERE A34 @ RIDGE BOARD & PLATE07) o3 FAX: (407) 774-6477 ROOF &FRAMING DETAILS OBOX 16161361613 ALTAMONTE SPRINGS, FL 32716 OR SITE CAST CONCRETE ANCHOR BOLTS @ 32 O.C. MIN. THOMAS J. ANDERSON PEA 47e19 " 2X RIDGE (2" LARGER THAN RAFTERS) " THIS STRUCTURE HAS BEEN DESIGNED TO COMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE VALLEY FRAMING DETAIL OR EXCEED S 0 N R Y OR SITE CAST CONCRETE LOAD T REQUIREMENTS HOFIT HE STANDARD KNEEWALL EXTERIOR TO MA EXTERIOR FRAMED WALL 8c OPENING N.T.S. BUILDING CODE 1997 EDITION.. I CD5 - N.T.S. N.T.S. f 6 2 2'I P h r Y c L t �f 1 .1 I ► i i i i v ,P /01 SCALE ILE i J ! { 0 y,.. SANFORD BUILDING DEFT. •CCEPese PLANS ARE REVIEWED AND CONDITIONALLY TONSTRUEp C, PERMIT. ICC---4Pr-ISSUED SHALL Be Or,7: ANC 1+, I E TO PROCEED WITH ,CR :1LTc�NOT SET ,AS FIORITY TO VIOLATE, PIet,:dISIONS a�- „1, TECHNICAL ANY OF THE ISSUANCE OF q p CHNICAL CODE. `, NOR SHALL OEPT PROM THE ERMIT PREVENT gU;LDING TION OF REAFTER REQUIRING A O!P OTH�`REViOtAn� THE NCC CONSTRUCTION City of Sanford Model Codes in effect: Standard Bultwi„g Code 1997 ad, Standard Plumbing Codo 1997 ad, Standard Mechanica; Code ! )1- 7 ed National Electrical Code i fte)l sad, See City Code AMENDMENTS. FL. Accessibility Codes 1997 FL. Energy Code 1997 "FINISHED FLOOR ELEVATIONS" Must meet city Codes for finished floor / slab elevations or provide elevations approved by city engineering dept., for- subdivision elevations to preveni flooding MUST MEET FLORIDA ACCESSIBILITY CODES MUST MEET FLORIDA FNFRG CODES �® VN* Q& PERM OFFICE 4N- V