Loading...
HomeMy WebLinkAbout3936 Night Heron Dr (a) (4)k yy, i i I , 92-09-14 N QD s.. O �D ® �6 ® QD RDC N 0 n 2 W 6 us l a.pC as� U S � Q w T � w ��m v) ror uu O z 0N Q p pJ w DATE 03-21-12. U SGALE 45 NOTED DRAWN RDC JOB 309ro U SHEET o ®0 O OF SHEETS } TO SUIT EQUIP. FURN T�'P. 51DE5 SHT. ANGLE BRACKETS OR 2" WIDE 2026 GALV. STEEL STRAPS PAD ABOVE 5,45E (L FLOOD ELEVATION i3 CONDENSOR 0 UNIT 4" THICK CONC, PAD 401-011 UA SEE PLAN FOR UNIT _ LOCATION10 01 01CID 0.00 REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ #14 SHEET METAL 5CREW5 W1 GASKETED UJASHERS CONNECT TO PAD W1 X1 4 TAPCON SCREW OR 3/6" BOLT. SEE TABLE FOR QTY, PER SIDE. D. 0101 FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMEN61ON5 ON JOB SITE, 2, CI DENOTES FILL CELL REINF. UJ/ CONC. UJ/ (1) SO REBAR. GRADE 60 3. ■ DENOTES FILL GELL REINF. UJ/ CONC. co W1 (2) #50 REBAR. GRADE 60 LI 4. DO NOT SCALE PRINT51 CON5TRUCTION -41 TO BE FROM CALCULATED D IMEN510NS ONLY. ANY DISCREPANCIES OR ERRO-RS TO 5E REPORTED PROMPTLY TO SUPER VISOR FOR CLARIFICATION. 5. WATER HEATER T 1`' RELIEF VALVE 5+,4LL10 BE FULL 51ZE TO EXTERIOR, WATER HEATEF 10 AT OR A50VE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE API�ROVED THERMAL EXPANSION DEVICE.WH �1 �. DENOTES FLOOR SLAB OF PLANT MIX Ic CONCRETE 2500 i-.5.1. 4" TRICK WITH (oX� 01 10/10 C�,4UC�E REINFORCING MAT. WITH MIN, 1" COVER. TERMITE TREATED SOIL WITH 00(omm ((o mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF &HALL BE PLACED IN MIDDLE TO 01 13/4 01 UP1='ER THIRD OF 5L,4B AND SUPPORTED El El ON APPROVED 5LA5 5OL5TER5. *FIBER MESH REINFORCEMENT MAY BE USED A5 ALTERNATIVE TO WIRE MESH, 1. PAVERS MAY BE U5ED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND WALKUJAY AREAS. DELETE SLAB IN � YN AREAS PAVERS ARE USED. 01 8- ANDARD FDOTI E)2 NOT USED Ll L-!-\ NATE F g. MECHANICAL EQUIE': LOCATIONS WILL BE44- DETERMINED BY COMMUNITY AND COUNTY CODE5. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL 10 CAN BE TERMICIDE. 11. BORA-CARE TO BE APPLIED ON INTERIOR WALLS 1AW MANUFACTURER'5 INSTRUCTIONS ,AND SPECIFICATIONS, PURSUANT TO CH.452 i FLORDA BUILDING CODE. FOLND AT � OI � FLAN 1/0 =]'-O" NIX1-I) 1/4"=V-011 -0 (22X34) ANCHOR SPAGINC� TABLE LENGTH /SIDE NO. OF ANCHOR/SIDES LESS THAN 12" .ONE /SIDE 12" - 2�" TWO 0� 00 0p ®� 0 0 LL o Z9 S Q� h 0 w MLL lu U cn u flci z , w ui Q 0 0 D s m � w N o o® Q uu Lu /SIDE 24" - 36" THREE / 51DE 36" UP � 5tor�s � UF' FOUR /SIDE 0� 00 0p ®� 0 0 LL o Z9 S Q� h 0 w MLL lu U cn u flci z , w ui Q 0 0 D s m � w N o o® Q uu Lu 2�'-8" 13'-4" 13'-4° o 0 0 0 a o 0 o it EL -511 BRICK PAVERS N � 131-411 1� b- I I II D4 .4 II D2 � II I I 10'-0" � ❑ � I I I I EL -4 " _ q I Y F-1 I FOOTING II CHANGE. _ i 3-I II I � m 3� II II p4 II �' D4 I I',1(.1_a1�11 I I I II � II I, II 'II li II � 11 II N ° I 21 -all II 2 -9 a /Jj I I S- liL/ I II II I I 1 D� b T/5 I I P I1 � REF. ELEV. EL. 0'-O" I I ° � I.UC N ,LAV. �� I I El , I I 30"X3O"X18" � Z I I � I I I I CONC. FTG. UJ/ 30"X30"X18" q CONC. FTG. UJ/ I •- N 3/A 11 o C4) #5'S E.U. � 1 1Y�q ICEI'1AKER I I 121_�II I I 11 � � LINE 37 I II D2 II + REF. I p4 13/q q I � �' UJ. 51� I I� X � D2 I � 24"X24"X16" L.TU� II =- — CONC. FTG. UJ/ I I PREPLUMi3 1 _q CU. EL -11 �� _ �^ l3� #5'S E.W. rn 1 13 o II D2 @L- m 36x36"x1611 41�,I FVC A/C URIC r;)/2 i I ��- CONCRETE PAD I 'I CHASE 37 UJ/ 5 �5 EACH UJA1' � D4 I I N r I I L L J 39 o 0 0 0 0 � II 39 �I_/7111 S(✓ SL/ D4 I b- I FOOTING FOOTING I I 14'- BRICK p2 II CHANGE CHANGE I —� PAVERS h— HB I IS L -' I o+o q D2 1/.� 11 � � � , � . � _ � _ 24"X24' X1� q DNC. FT UJ/ { 3) "5' E.I.U. 22 p2 22 D2 D2 ��JJjj 1_SG/11 16'-0" '-SL/" 0-011 I'-4'tl 3'-y[/" 2 SC/I`/7111 SQL// 131_�j �l �/ /_I_QII Ki CJ SL� I /7j II 401-011 rL% TS TA5ULATION UPPER LIVING ---------------- l,ig4 SF. LOUDER LIVING---------------- 1,600 SF. TOTAL LIVING---------------- 3,454 SF. GARAGE--------------------- 430 SF. ENTRE' PORCH---------------- 102 SF. LANAI ----------------------- 89 SF. FRONT 5ALCONI'-------------- N/A SF. REAR 54LGON'--------------- N/A 5F. TOTAL UNDER ROOF 4,0-15 5F. GENERAL NOTES 1, CONTRACTOR TO VERIF`r' ALL DIMENSIONS ON J05 51TE. 2. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONL'T'. ,4N`r' DISCREPANCIES OR ERRORS TO 8E REPORTED PROMPTLY' TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME UJALL D IMEN51ON5 TO 5E 31/2" UNLE55 NOTED OTHERWISE. 4. ALL EXTERIOR 5LOCK WALL DIMENS►ONS TO 5E -11/2" UNLESS NOTED OTHERJ15E• 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. .PL00F,,f=A UJ/ 1/S"=1'-0" (11XII) 1/4"=1'-0" (22X34 �V) Q)LU 0 m U. LU Q� Q c� Q �(L 0 LL�0 Q� p p z F= �a �a LU M LL LU U �® 4 � � w Q �S - +' lu 0 pp Q� m � p �A) p 3 Q LU LU z �- Zz T 0 w OL 0 o N LU N n' T CL p �, u ..... --_. 33.7 + 01- 1 .. ..._.... .I 1.LL1II _-- l 11-11_ _ LOAD IN ORMAT I ON u oa NOTE: DOOR FROM HOUSE TO GARAGE MUST PER &TH EDITION, 2017 FLORIDA BUILDING � 5E SOLID WOOD DOORS NO LE55 1 3/5" RE5IDENTAIL CODE 5x-425 4 IAW R302.5.1 DEAD LOADS 35.3 47.2 + -147.21- FLOOR: STRUCTURE -------------- 7 PSF 12'aGLG. CEILINGS -------------- 3 PSF MECH/ELEC--------------- 5 PSF PARTITIONS -------------- 5 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF MECH/ELEC-------- ---- 5 P5F TOTAL -------------- 20 PSF FLOOR LIVE LOADs RESIDENTIAL FLOOR: ------------ 40 PSF UNINHA5ITA5LE ATTIC WITHOUT STORAGE ------------ 10 PSF UNINH,45IT,45LE ATTIC W/LIMITED STORAGE: ------------ 20 P5F ROOMS OTHER THAN 0 PSF SLEEPING ROOM: ------------ 5LEEPING ROOM: ------------ 30 PSF STAIR LIVE LOAD----------------- 40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (&Q. FT.) FOR ANY STRUCTURAL MEM 5ER ROOF SLOPE 0-200 201-(o00 OVER ro00 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 1(o 14 12 >_ 12:12 12 12 12 LUNO INFO NATION PER (oTH EDITION, 2017 FLORIDA 5UILDINC RE5IDENTAIL CODE 1, 5A51C WIND SPEED: ----------- 140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. 5UILDING CATEGORY: --------------- 3 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DE51GN WIND FRE55URE: + I XXX DESIGN WIND PRESSURE 1AJ FLA XXX RESIDENTIAL CODE, 5ECTION 8301 NOTE: DE51GN PRE55URE5 5ASED ON 54SIC WIND SPEED AND NOT ULTIMATE WIND SPEED. BENE RAL_ NOTE 5 1, PROVIDE RECE55 HOT $ COLD WATER WITH GRAIN 'a W,45HER 5PAGE. 2. VENT 1DRYER THRU ROOF, 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE 6 REF. SPACE: 4. DO NOT SCALE FRINTSI CON5TRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY D15CREPANCIES OR ERRORS TO 5E REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION: 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY 5TANDARDS AND APPLICA5LE COUNTY CODE5. ro: DENOTES CONC. 5LOG1C WALL HGT. e 9'-4" A.F.F. DENOTES CON(. 5LOCK WALL HGT. ia X -O" A.F.F. 7. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 8. REFER TO DETAIL SHEETS FOR FLA5HING REaUIREMENT5 AT ALL WOOD TO MASONRY INTERFACES S. ANCHOR THE CONDENSER UNIT TO 6LA5 PER CODE: M 307.3 +13013.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SEGOND FLOOR CEILING5 AT ��� NOTE5 �� �� 9'-0" UNLESS NOTED OTHERW16E. 1/S" =1'-O" NIX17) 1/4"=I' -O" (22X34) 33.7 _ + 44.0 - E'R. SH25 7777. 7-T LANAI Q e',4 CLCD. ON 33.7 + 4g - + Q) I PR. SH25 R.2 o N -- CAF 4 9 BEARING WALL - - - -- - - - -- - -- - 40�88F. - - II _ 14-1 E ---.��SH. -- S'4 CLG. ` EXTEND 5AR - i DUJ y 3 X - C TOP 14 IL_-- - + br J 3/0X8/0 SINK UJ/ U FRAMED D 15='. -- O Ll OPEN, Q 42 " H. WALL LjQ cp W/ 1XS CAP 2 r9 N _ E3 AlI CE>, IAl E CE55. A IN UJ�4 - - - - - REF. I PLUM5. SE R G LL + V' ti 4XS P.1 M9� III- � T GAME POSE" � _ _ VENT g 4 CLG. 3/0X8/0 FRAMED i OPEN.- _ T. Irr �ol P EP UB�' �U F A ED ' N Cli - CU. OPEN, R-11 INSULATION - 5EARING WALL - 4X8 P.L. FLEX : POST 9 4 GLC. A A E 3080 F5G 9'4 CLG. W/ 14" 5:L. NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO 33.7 + 01- 1 - CV - u oa - � 5H25 -Oro 5x-425 4 E.PC (j Q) 35.3 47.2 + -147.21- ro 35.3 + 47.2 -12'8 12'aGLG. Q p� Lu NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO CV u oa Lu � � -Oro �, 4 u (j Q) ro Q p� Lu U Ci NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO CV u oa � � -Oro �, 4 u g4 ro N Lu U Ci 0 LCL CV u oa � � a o �, u U Ci 0 LCL w LL 4s r 00 0 w ®� u0 Lu' z r �C- Q) Q o 13 T� z w T- �L CV u oa � � a o �, u . ! . 4.'�.�. i�VL�LL �1lLJ�L!!9 GENERAL NOTES 1. CONTRACTOR TO VERIFi' ALL DIMENSIONS ON J05 SITE. 2, DO NOT SCALE FRINT5! CONSTRUCTION TO BE FROM CALCULATED D IMEN5I ON5 ONLY. ANY DI5CREPANCIE5 OR ERROR5 TO 5E REI=ORTED FROMf TLS TO SUf=ERVISOR FOR CLARIFICATION. 3, ALL INTERIOR FRAME UJALL D IMEN51ON5 TO E3E 31/2" UNLE55 NOTED OTHERLJI5E. 4. ALL EXTERIOR 5LOCi< WALL DIMENSIONS TO 5E 71/2" UNLESS NOTED OTHERWISE. 5, FULL ALL DIMENSIONS FROM THE RE,4R OF PLAN. UFFEFR FLOOF-,, UJ/ ID Ii'IEN&ION5 � I/8"=1'-m" C11XIZ) I/4"=1'_m" (22X34) -- -- LrOAD INFO MAT ION NOTE: DOOR FROM HOUSE TO GARAGE MUST PER 6TH EDITION, 2011 FLORIDA BUILDING 8E SOLID WOOD DOORS NO LESS 1 31511 RESIDENTAIL CODE IAJ R302.5.1 DEAD LOADS FLOOR., STRUCTURE -------------- 1 PSF CEILINGS -------------- 3 PSF MECH/EI-EC-------------- 5 PSF PARTITIONS -------------- 5 P5F TOTAL -------------- 2 0 PSF ROOF: 5HEATHING ------------ 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF Lu �� 35.3 + MECH/ELEC -------------- 5 PSF 47.2 - � p � TOTAL -------------- 20 PSF5H3050 0 FLOOR LIVE LOADS -------------------------- - ----- _- ---- -- -T�= W -0 Q) ----- --------- RESIDENTIAL FLOOR: ------------ 40 PSF UNINHABITABLE ATTIC I WITHOUT STORAGE: ----------- 10 PSF � � � UNINHABIT,48LE ATTIC 35.3 + 35.3 + 3 + 0 �[L ------------- 38.2 38.2 7.2 UJ/LIMITED STORAGE- 20 PSF ROOMS OT H THAN 5H3050 5H3050 SH3050® E R - - 40 PSF SLEEPING ROOM: ------- -- 9'CLG. �® SLEEE'ING ROOM: ------------30 PSF p STAIR LIVE LOAD: ---------------40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD ( PSF) 40(055F. _ TRI5UTARY LOADED AREA (5a. FT.) 3 FOR ANY STRUCTURAL MEMBER — --------- 9' CLG. 9 CLCD. �Q) ROOF SLOPE 0-200 201-(00 OVER (oO0 14 R SN. 3 Q 0:12<4:12 20 1�o 12 Nc� 14 >_4:12-12:12 1(o 14 12 ¢� 1 12 12 01 WIND INFORMATION `� �c � -Z'-c 2�o�o8 e PER, (oTH EDITION, 2011 FLORIDA BUILDING �' �' RESIDENTAIL CODE _ 42°H. KNEE WALL- 0 1. BASIC WIND SPEED: ----------- 140 MPI -I c� c�? l� FUL HGT, OPT: RAIL INC cj i cj 2. WIND IMPORTANCE FACTOR: --------- N/A °c� t ENOL. i 9' CLG. 3. BUILDING CATEGORY: ---------------3 u� _ _ 21,4' CODE H C H C Al`_____ 'a� - - HANDiRAIL RASH. A - INCLUDEU --- 4. INTERNAL PRESSURE - - - - +/-.18, ! - COEFFICIENT: IN NOTE #5 (2) 2&HF.DR. rr 5. COMPONENT / CLADDING - - - - - SEE PLAN DESIGN WIND PfiRESSURE: g CL LAUND. Z --- - CHUTE u- c4 Co Q + XXX DESIGN WIND PRESSURE IA.0 FLA °'' r - XXX RESIDENTIAL CODE, SECTION R301 KNEE SP. _ _ 11 , MC MOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND 5f=EED. 16 Z 0� N A1� NOS 3 _ q ct)' 9' CLG. t2"o' R1.PROVIDE RECESS HOT 4 COLD WATEiR � �`" WITH DRAIN ix WASHER SPACE. 2. VENT DRYER THRU ROOF. ,RSI -I. C2) 2D�8 CLG.1 10* 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE ' REF, SPACE. , 0 SH2O30 9 CLS, r 4. DO NOT SCALE PRINTS! CONSTRUCTION 3 382 TO BE FROM CALCULATED DIMENSIONS 14 0 ONLY. ANY DISCREPANCIES OR ERRORS a c' IS o TO BE REPORTED PROMPTLY TO chiIV' 14 0 > SUPERVISOR FOR CLARIFICATION. 2X4 DBL. 2X4 L. 9 CLG. ' STUD P S � N STUD F05T '� 5. MECHANICAL EQUIPMENT LOCATION TO BE �S DETERMINED BY COMMUNITY STANDARDS — Q Lu AND APPLICABLE COUNTY CODES. 2020F.G. 35.3 + o o �. DENOTES CONC, BLOCK 382 1 - UAL L PGT. a NOT USED Q) Q) SH3050 _ ----- _ _---- -- DENOTES CONC. BLOCK -j WALL HGT. NOT USED 35.3. + 47.2 2020F.G. - _ - _ _ _ _:. J 1. REFER TO TYPICAL DETAIL SHEET FOR 35.3 + N EXTERIOR WALL FINISH SPECIFICATIONS 38.2 - - -� 8. REFER TO DETAIL SHEETS FOR FLASHING REaUIREMENTS AT ALL WOOD TO o MASONRY INTERFACES w IL 0 9, ANCHOR THE CONDENSER UNIT TO SLAB q PER CODE: M 301.3 + 1301.3.1 NOTE- SEE FINAL COLOR SHEET FOR 10. ALL INTER. FIRST FLOOR CEILINGS AT FLOORING INFO 9'-4" UNLESS NOTED OTHERWISE. III NOTES ALL INTER. SECOND FLOOR CEILINGS AT f� FLOOf FL4N UJ/ 9'-0" UNLESS NOTED OTHERWISE. I/8"=1'-0" (11X11) 1/4"=1'-0 (22X34) o � � O l3) 3" FALSE "I "" PIPES- Pi�O� ALUI"f./VIN�1'L SOFFI' "F1'PON" 5RAC<ET 5<T14X14 OR EQUA DETAIL (11Xli) I"=1'-0" (22X34) 0 EXTEfRIOR FIN16H NOTE& 1, LATH TO BE ATTACHED IAW 8103.1.1 OF THE G TH EDITION, FBCR, 2011 2. f=LA5TERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R103.1.2 OF THE &TH EDITION, FBCR, 2011 3. WEEP 5CREED TO BE INSTALLED IAW R103.12.1 OF THE &TH EDITION, FBCR. 201-1 4. WATER RE515TANT BARRIER TO BE INSTALLED IAW R-103.1.3 OF THE &TH EDITION, F3CR, 2011 5. "ZIP 5"r5TEM5" WALL SHEATHING MAT BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND V,4f=CfR BARRIER; ON EXTERIOR WALLS. FI5ERGLA55 SHINGLES 12 FIBERGLASS SHINGLES � 12 5RAC1<ET5 TO DETAIL 3 1 (oA IX(o SMOOTH FINI5H 5ANp EL.19'-83/ " /PL.HGT. \ 989 EL.19'-8�/a a /PL.NC�T.,6 IX(o SMOOTH FINISH SAND eE3e 2 (o EL. 12'-8 /PLT. NGT. ENTR,r' F15ERGLA55 SHINGLES eee 10'-83/ " /2ND. FN. FL. N E� � — �t EL.10'-83ia.'1 /2ND. FN, FL.,�, RAp:2'-S" EL. 9'-4" /f='LT. HGT. EL. 9'-4" /PLT. HGT.,6 EL. 8'-0" /HDR. NG-cT. _T EL 8'-O /HDR. HGT.,, OL 18"X30" HF.RND. LOUV, VENT UJ/ IX(o SMOOTH FIN_ BAND 1X8 SMOOTH FINISH BANp OL EL. 0'-0" /FIN. FLR. IX(o SMOOTH FINISH SAND H = q N F.F. EL. o' -o" /FIN. FLR. TEXT. CEMENTITIOUS 2 _4 3/s TEXTURED CEMENTITIOUS FINISH FIN15H FfRONT ELEVATION 11411 1/S" = I' -0" ( 11X1-1) i/4" =1' -0" (22X34) 4' OFF RIDGE ROOF VENT 12 12 FI5ERGL,455 SHINGLES OL L.18'_43/a" /HDR. NGT. TEXT. CEMENTITIOUS FIN. ON METAL LATIN OVER 111(o CJ OJ S".TEXTURED CEMENTITIOUS METAL LATH OVER 055. 5HEATHING \\ \\ \\ \� FIN. ON1(0" 063, SHEATHING 12 Ei,=83/4 /2ND. FN. FL, 4 EL.10'-834 /2ND. FN. FL., FIBERGLASS SHINGLES OL EL. 9'-4" /FLT. HGT. CJ EL. -3'-4" /PLT. HGT.h Fl_ S'-0" /HDR. 4C T. EL. a' -O" /HDR. HGT.,d,- OL EL, 0'-0" /FIN. FLR. TEXTURED GEMENTITIOU5 FINISH fREAfR ELEVATION 1/1511=1'-O" (11XII) 1/4"=1'-O" (22X34) jt'Ij REVOONS EL. 0'-0" /FIN. FLR: CV jt'Ij REVOONS BY 12-0-14 RDC CV Z iE g MD LL���N 75 t1S 5• g� Q u7 �V) uj ' _ I� Q Q w >pp p luu� -i nc) L z Q 0 0 z CC w®. � C07 X U w z 0z a 1 1 c DATE 03-21-12 1 SCALE AS NOTED 1 DR LUN RDC JOB 301B(o SHEET 0o'S A. 1 OF SHEETS EL.19'-83/4 /PL.HG �L.18'-43/4" /HDR. HCS TEXT. CEMENTITIOU5 FI1 ON METAL LATH OVER 1/1E 055, SHEATHIN, EL. 12'-a" /FLT, HCS E L.10' - V/4" /2ND. FN. FI EL. e'-4" /PLT. HCS r,EL. S'-0" /HDR. HCS' F -- r, EL 0'-0" /FIN. FLF FINISH RI T4T ELEVATION 11411 1/S"=1'-0" (11X11) 1/4"=1'-0" (22X34) EXTEfRlr,)fR FINISH NOTES 1, LATH TO 5E ATTACHED IALU R1031.1 OF THE &TH EDITION, FBCR. 2011 2. PLA5TERING TO PE WITH i=Or'TL,4ND CEMENT, INSTALLED IAUJ R103.1.2 OF THE STH EDITION, FSGR, 2011 3. ILUEEf' SCREED TO 5E INSTALLED IAUJ R -103.12J OF THE &TH EDITION, F5C;R. 2011 �. WATER RESISTANT 5ARRIER TO BE INSTALLED IAUJ R103.1.3 OF THE &TH EDITION, F5CR. 2011 "ZIP 5�15TEM5 WALL SHEATHING MAS' 5E U5ED 45 AN ALTERNATIVE FOR LJALL SHEATH[NG AND VAPOR 5ARRIER, ON EXTERIOR WALLS, �g T-^ I ur-,r-- L--' L.+Z::I I�:::I-i I I I IvuC? FINISH LEFT ELEVATION 11411 1/S"=1'-0" (11X11) 1/4"=1'-O (22X34) EL.19'-a3/ " /PL.HGT. ..18' - 43/x. i /HDR. HGT. '. CEMENTITIOU5 FIN. �L LATH OVER 1116" 055. &HEATHING EL. 12'-S" /PLT. HGT 0'-53/4" /2ND. FN. FL. EL. 9'-4" /PLT. Hr -:;T. L. V-0" /HDR. HGT. EL. 0'-0 /FIN. FLR. 1(0" PRE -ENCS. UJD, FLOOR 5'r'5TEM v 24" O.C. 2X4 LEDGER- ATTACH UJ/ 126 NAILS e KJ" O.G. HANDRAIL R3111.8. &Tl -1 EDITION F5CR (2011) 34"-38" ABV, TREAD N05INC; ON OPFC&ITE WALL 2x4cor� .- ��� Wl 12c1 CUT NAIL5 O.C. �65TAI 5ECTfON MICRO .Ell 5I NiG -ol 7mill I:iml e e _— �i FMP,- I -17il 5i'5TEM e 24" OZ. -cry REF. i i [!x!I!I!] 7mill I:iml e e _— N MIRK. MC m LAV. N F11 ❑❑ 1<NEE 5F. 14 12 11 INTE E l/S 1'-0" NIXII) 1/4"=I'-0 (22X34) NOTE. INTERIOR ELEVATIONS ARE CONCEPTUAL ONLi: SEE C,451NET SHOP DRAUJINGS FOR FINAL VERIFICATION. 1/411=1'-O" (11X1 -I) 1/2"=V-0" (22X34) F15EiRGLA55 5NINGLE6 I 5i'5TEM e 24" OZ. -cry REF. i i [!x!I!I!] w N MIRK. MC m LAV. N F11 ❑❑ 1<NEE 5F. 14 12 11 INTE E l/S 1'-0" NIXII) 1/4"=I'-0 (22X34) NOTE. INTERIOR ELEVATIONS ARE CONCEPTUAL ONLi: SEE C,451NET SHOP DRAUJINGS FOR FINAL VERIFICATION. 1/411=1'-O" (11X1 -I) 1/2"=V-0" (22X34) F15EiRGLA55 5NINGLE6 I 5i'5TEM e 24" OZ. R-30 INSULATION [!x!I!I!] w m r c� N MIRK. MC m LAV. N F11 ❑❑ 1<NEE 5F. 14 12 11 INTE E l/S 1'-0" NIXII) 1/4"=I'-0 (22X34) NOTE. INTERIOR ELEVATIONS ARE CONCEPTUAL ONLi: SEE C,451NET SHOP DRAUJINGS FOR FINAL VERIFICATION. 1/411=1'-O" (11X1 -I) 1/2"=V-0" (22X34) F15EiRGLA55 5NINGLE6 I 5i'5TEM e 24" OZ. R-30 INSULATION OgL. 19=834 /PLT. HGT. w N MIRK. MC m LAV. N F11 ❑❑ 1<NEE 5F. 14 12 11 INTE E l/S 1'-0" NIXII) 1/4"=I'-0 (22X34) NOTE. INTERIOR ELEVATIONS ARE CONCEPTUAL ONLi: SEE C,451NET SHOP DRAUJINGS FOR FINAL VERIFICATION. 1/411=1'-O" (11X1 -I) 1/2"=V-0" (22X34) 1X(o (5 NOOKS) >/4" QTR. RND. 3/4" QTR, RND. 3/4" FIN151-1ED fi L"�'UJOOD iBA5E 5ECTION S 1/SIt=]'-O" (11X1 -f) 1/4"=I' -0`(22X34) F15EiRGLA55 5NINGLE6 PRE -ENC;. LJD. TRU55E5 5i'5TEM e 24" OZ. R-30 INSULATION OgL. 19=834 /PLT. HGT. w m r c� EL.10'-83/4" /FIN. FLR. tu OL EL. 9' -411 /PLT. HGT. EL. V-0" /HDR. HGT. OL EL V-0" /FIN. FLR. 1X(o (5 NOOKS) >/4" QTR. RND. 3/4" QTR, RND. 3/4" FIN151-1ED fi L"�'UJOOD iBA5E 5ECTION S 1/SIt=]'-O" (11X1 -f) 1/4"=I' -0`(22X34) f=IfRST FLOOfR ELECTFRICAL PLAN_ I/8"=I'-O" (IIXII) I/4"=I'_0" (22X34) NOTE: SEr FINAL COLOR SHEET FOR TV, FANS 4 I=HONE LOCATIONS Q N W 10 LTJ ) 0 0U Q� �(L Q 0 j LL ) 0 '13 ID N� � 3 !iS QN QD � Q� X �N w �N U � �0 DL uj s� Ul -7)m 0 00 m ®'N N d � � LL w L� r U Q) C14 o � 0 �0 0 w EQ -Cc- � UO w; LU CL z L� �j -7)0 Q) Q) N� 0 � s Lu (L 0 04N 73 CL n� N IL ~ U eo � 0 MEGAN f CAL A:G N ALa NOTES 200AI'l WP, #4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER'. PER roTH ED. 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R-VALUENI INSIDE PANEL — COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY METER # 8 RMX TO RNC. CODE FOR BUILDING CONSTRUCTION (o10.1 ,45C.1 # 10/3 TO DRYER. - # 10/2 TO W/H 2.) SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO SECONFDARY A/C 4 A/H T.S.D. ASSURE ADEQUATE ACCESS FOR: FEED BY # 14 FOR LIGHT A) CONSTRUCTION AND SEALING, AND UTILITY CO. AND PWR B) SECTION M1(o01 PER THE FBCR 2011 (oTH ED. INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE COI"1PLETELY BALANCED. ALL ROOMS ISOLATED INTERSYSTEM BONDING FROM THE RETURN Alii SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1(o02 OF THE BOND #4 CARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V ELECTRICAL RISER DIAGRAM BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE: N,T,5. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIAL5 AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY UJ/ APPLICABLE PROVI5ION5 OF THE NATIONAL ELEC. CODE 250.52(AX 1) TO C(8), LOCAL CODE5, AND BEDROOMS, DENS, CLOSETS, SUNR.00MS, THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAYS OR SIMILAR AREAS 2014 NEC, 2F0.F-;2 (A)(3) SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. (3) Concrete -Encased Electrode. A 5.) IAW NEC 2014- 40(o.12,ALL 15A AND 20,4,125V eonerete-encased electrode shall consist of at RECEPTACLES SHALL BE LISTED AS TAMPER least &.0 m (20 ft) of Either (1) RESISTANT. or (2): &.) ALL OUTLETS IN BATHROOMS AND LAUNDRY (1) One or more bare or zinc galvanized or other ROOM SHALL BE GFCI electrically conductive coated steel reinforcing bars or rods of `i.) SMOKE ALARMS SHALL BE IN ALL SLEEPING Not less than 13 mm (1/2 in,) in diameter, installed in AREAS, SHALL BE INTERCONNECTED, SHALL BE one continuous 6.0 m (20 ft) length, or if in multiple WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE pieces connected together by the usual steel tie SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ wires, exothermic welding, welding, or other eFfectivcs A BATTERY BACKUP. ALARMS MAY NOT BE means to create a 6.0 m (20 ft) or greater length± CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL or ALARMS SOUND UPON ACTIVATION IAW FBCR R314.3 (2) Bare copper conductor not smaller than 4 AWG 4 R314.4, MODEL* TO BE USED ON THIS JOB TO BE: Metallic components Shall be encased by at least BRK: SMOKE -9120B, C/O- SC9120B 50 mm (2 in.) of concrete and shall be located KIDDE: SMOKE -210075$1, C/O 21006377-N horizontally within that portion of a concrete Foundation or footing that is in direct contact with a.) ALL WATER HEATERS HAVING AN IGNITION the earth or within vertical foundations or structural SOURCE TO BE ELEVATED SUCH THAT THE SOURCE components or members that are in direct contact OF IGNITION 15 MINIMUM la" ABOVE GARAGE FLOOR with the earth. If multiple concrete -encased UNLESS WATER HEATER IS LISTED AS FLAMMABLE electrodes are present at a building or structure, it VAPOR IGNITION RESISTANT. IAW FBCR 2011, 6TH shall be permissible to bond only one into the ED. P2a01:-1 grounding electrode system. (ROP 5-101) 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" ABOVE GARAGE FLOOR UNLESS IT 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, 6TH ED, 10.) THE TOTAL LENGTH OF VENTING FOR. DRYER TO BE: 6-0" MAXIMUM 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 ELECTRICAL= LEGEND $ SINGLE POLE SWITCH <-I OUTLET, Tv/GABLE 0 THREE WAY SWITCH , OUTLET, PHONE OUTLET 110-115 of INTERCOM 4D OUT. 110-115, SPLIT WIRED ® CHIMES OUT, 110-115, W1 U55 0 SMOKE DETECTOR $ OUT. 110-115, CLG. MOUNT. cM CARBON MONOXIDE Q OUT, 110-115, FLR. MOUNT. PUSH BUTTON 0 SPCL. PURPOSE 220-240 EXHAUST FAN LIGHT FIXT., CLG. MTD, EX. FAN/LIGHT COM50 LIGHT FIXT., WALL MTD. Q PISP05AL LIGHT FIXT., RECESSED ® ELECTRICAL PANEL LIGHT FIXT., REC. ADJUST. CEILING FAN, PREwiRE LIGHT FIXT., PULL CHAIN 0 CEILING FAN, INSTALL 7==C LIGHT F I XT.,FL UORE &CENT QJ ELECT. JUNCTION BOX Q'Q LIGHT FIXT., EXT. FLOODS ® THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/5ACKUP ELEC. POWER METER -UFFE F---, FLOOF., ELECTfRICAL FLAN I/8"=1'_fD" CIIXIIJ 1/4"=I' -O" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS LU � N 0� p� �OL O �® LL Q) -6 N z3 Q0 Q) Q)X - Q) w N LL Q) ,i- tY -� U � �� Q s� z � 4" Lid �. Q Z Q) Q) W r U Q) 3 U4 0� w Q) z L S - d p� z Q) � s LU 0 � � N U i� T CL � O NOTE& 1, TYPICAL ROOF G,45LE OVERHANG TO 8E 12" UNLE55 OTHERWISE NOTED. 2. TYPIC,4L ROOF EAVES OVERHANG TO SE 12" UNLE55 OTHERWISE NOTED. 3, PROVIDE AND INSTALL FLASHING AND ROOFING AS PE1R NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS. AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2011) FLORIDA RESIDENTIAL CODE, 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO 8E SIZED BY TRU55 MANUFACTURER OR FL. RECD. ENG. 5_ TRUSSES SHALL BE 5RACED TO PRE - VENT ROTATION 4 PROVIDE LATERAL 6T,451LITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR 5UILDING 4 ON THE INDIVIDUAL TRUSS. DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE 5R4CED IN ACCORDANCE WITH TPI/WTCA SCSI 1. (o. REFER TO TRU65 MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRU55 TO TRU55 CONNECTIONS_ 1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW F5CR 2011, (oTH EDITION R905.2,3, FIfR5T FTfRU55 LA`rOUT IlAll NIXII) 1/4" =1'-0" (22X34) -13 Q LU 0 E 00 W �? Q� L (1 O z 0 �L �Wn n�` � I� � C YJ tai ,L z 3 Qy L til U VE_ 13 LU M LL U � LU �0 c� e6 S LU Q � � � 0 Z L Q m u �0 ul 0 �0 LLQ. 0 W :t! ' y3 to cp z �I r -- Q � ul w p 0 U ATTIC VENTILATION CALCULATIONS PER F5G2014 5TH EDITION RSO(o: MIN. 40% - MAX. 50in OF REQUIRED VENTILATION TO 5E IN UPPEF, PORTION OF ATTIC SPACE ,AND THE 5ALANCE TO 5E IN LOUJEfR PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL 5E 1/150 OF VENTED $PACE: TOTAL VENTED SPACE: 2910S.F. = 97SF NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 4.85SIF PROVIDED UJ/OFF RIDGE VENTS: 5 VENTS a .97S.F. /VENT, (TILE: 0"HAGIN MODEL "5" 5HINGLE: LOMANGO 110-D OR MILLENNIUM METAL) LOWER PORTION VENTILATION TOTAL: 8.08F f=ROVIDED W/SOFFITS 'a EAVE: 92L.F. S 0,087SF VENTING/L.F. UPPER PORTION PERCENTAGE: 49% LOWER PORTION PERCENTAGE: 51% NDT,5 1. T�'PICAL ROOF GA5LE OVERHANG TO 5E 12" UNLE55 OTHERUJISE NOTED, 2. TYPICAL ROOF EAVE5 OVERHANG TO 5E 12" UNLE55 OTHERW15E NOTED. 3, PROVIDE AND INSTALL FLASHING AND ROOFING A5 PER NATIONAL ROOFING AND 5LEET METAL A550C. STANDARD5 AND/ OR ACCEf'TA5LE INDU5TR T' FRACTICE AND IN ACCORDANCE WITH THE (oTH EDITION (2017) FLORIDA RE5IDENTIAL CODE. 4. ALL ROOF TRU$$E5, GIRDERS, 5EAM5, LEADERS, ETC. TO 5E 51ZED 5''1' TRUSS MANUFACTURER OR FL. RECD. ENG, 5. TRU55E5 SHALL 5E 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STA5ILIT�' IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR 5UILDING 4 ON THE INDIVIDUAL TRU55 DE51GN DRAUJING5. IN THE A55ENCE OF SPECIFIC 5RACING REQUIREMENTS, TRU55E5 SHALL 5E 5RACED IN ACCORDANCE WITH TPI/UJTCA 5C51 1. �. REFER TO TRU55 MANUFACTURER'S DRAWING& FOR TRU55 PLACEMENT 4 TRUSS TO TRU55 CONNECTIONS. 1 5HINGLE ROOF: UNDERLA''1'MENT TO 5E INSTALLED IAUJ 1=5CR 2011, &TH EDITION -2N[:), FLOOfR= TfRU,55 LA""'rOUT 11411 1/S" =1' -0" C11XII) 1/4" =1' -0" (22X34) REV9SK)NS RX 12-01-14 RDO N z c P W W IL K cc N QfIE gh So�'�pw g QW�AV� �W 0 M r� 0 00 Q n _J z 0 w z 0 0 z O A W2 w DATE 03-21-12 SCALE A5 NOTED DRAWN RDC J05 3090 SHEET t'x�:A.1i OF 5HEET5 V .I I, 1111111 1 1 IMIJ,1L:W�.V!l;� I L J_ 1-1- - - ]l IRLIJU11.1 ROOF DECKING X R OR WALL- FOLLOW DETAIL W2/D4PR DETAI'L W2/F.),4W2/F.),4W2/F.),4� 24" O:C. CIF APPLIES) 2�" OC, �I�APP�ES) FOR TOP OF WALL MTL. FLASHING DBL. 2.X TOP LATE PRE -ENG. WD. TRUSSE DBL. 2X TOP PLATE 45 E PLT. TO CRIPPLE TO NDiR. (2)126'6 e BTTM. PLT. 24" O.C, 2X4 BLOCKING (IN 2X CRIP 1(0" O.G. 2X CRIPPLES lb" O.C. TO EACH TRUSS EA. TRUSS TO BETWEEN TRUSSES) LJ/ 2X4 BLOCIKING W/ 2-126 2� (2) 126'5 a EA. STUD PRE -ENG. LJD. e 1&" O.C. LEDGER GIRDER TRUSS OR 2X4 LEDGER BOARD SINGLE FLR. TRUSS CONTINUOUS UJ/(2) LA 3/4" PL T WD. 5U5-FLR. 5CREW5 EA. FLOOR STRUCTURAL SHEATHING TRUSS ATTACHED PER NAILING PRE -ENG, WE). GILDER SCHEDULE- SEE DETAIL vxx /D PRE -ENG: LJD. TRU55ES p a Xd ID E Tf o v T A f L 14 1/2"=1'-O" (11X1) V=V -0" (22X34) Q4_,)I/2'1=V-0"(11X11) 1" =1 _0 (22X34) xx FOLLOW DETAIL W2/D4ROOF DECKING 45 POST TO LVL FOR TOP OF WALL (2)12d'5 a BTTM. PLT. TO EACH TRUSS PRE -ENG. WD. GIRDER PRE -ENG. WD. GIRDER 2X4 BLOCKING W1 2-126 DBL. 2X TOP PLATE TRUSS OR WD, BEAM TRU55 Aa O.C. 314" PLYT X). 5U5-FLR. 4X8 P.L. POST PRE -ENG. WOOD 51 'OST TO SLAB TRUSSES 24"O,C. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE- SEE DETAIL 1/D5 2X P.T. SOLE �>� " z PLATE EA, STUD S1 TO TOP u u PLATE 2 2X5 HEADER W/ 1/2' PL'T'WD. FLITCH PLATE (SPAN UP TO &') 2 2X12 HEADER LJ/ 112 " PL)WD. FLITCH PLT. (5PAN5 (o' TO 12') 5),s EA. HEADER TO HDR, 5TUD5 DBL. 2X FULL LENGTH STUD5 DBL, 2X HEADER STUDS ( SGL. HDR, STUD FOR SPAN (o' OR LESS, U.N:O. ) 2X 5TUD5 a 1(o" O.C. 2X P.T. SOLE PLAT S1 ),a EA. STUD TO SOLE PLATE ° '/2 ",P ANCHOR BOLT W/ 2"- i 1/2 ",p ANCHOR BOLT LJ/ 2" -� W,46HER- e) 32 O.C. MAX , , WA5HER- 16) 32" O.C. MAX lix° GJ- 'L --j L MINIMUM 1" EMBED. 'LL 'LL MINIMUM 1" EMBED. 'L D -L-� -7 L_7 f MANUFACTURER �155 --D( G. W/Q UPL I TS °f g2 T� f ( . �u/ � ITS � �PL QJ41/211=1'-O" (11X11) 1"=1'-0" (22X34) 14 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) 14 1/2"=1'-O" (11X11) 1"=1'-0" (22X34) IDETAINFO C CON(. FT EXTE\=A RIORWALL- SEE SES FOUNDATION PLAN f RE R ED G. PRE -ENG. GIRDER DETAIL LJ2/D4 5 QJ41/2"=1'-O" (11X11) I"-1'-0 (22X34) TRUSS MTL. FLASIHING 301 e TRUSS TO PRE -ENG, WD. TRUSSES 2X4 BLOCKING (IN FOLLOW DETAIL W2/D4 ROOF DECKING TOP PLATE 24" O.C. BETWEEN TRUSSES) UJ/ FOR TOP OF WALL (2)126'e EA, STUD (2) 126'5 e BTTM. PLT. oe EA, TRUSS TO TO EACH Ti�USS D // \\ BL. TOP FLT.__z 2 FRE -ENCS. WD. GIRDER / \ LEDGER TRUSS 2x4 BL KI / 2-126 / \ 1&" O.C. JL__rci—I COLUMN TO 2X4 LEDGER BOARD 3,4 �� PL�'LJD: 515-FLR. — .- _ ----.- PLATE CONTINUOUS W/(2) LAG PRE -ENG. WOOD PRE -ENG. WE). FLOOR 5CREW5 e EA. FLOOR TRUSSES os 24"O.C. STRUCTURAL SHEATHING TRU55E5 e 24" O.C. TRUSS ATTACHED PER NAILING SCHEDULE- SEE DETAIL DBL. 2X TOP 1/D PLATE 0 0 PRE - ENG. LJD. TRUSSES L24" O.C. 2X'5 Ido" O.G. IDETAIL o 4 "X4" PSL COLUMN 14 HANGER B�' TRUSS MID -WALL BLOCKING 1/2"=1'-O (11X11) 1"=1'-0" (22X34) E) E TA f MANUFACTURER 211, PRE -ENG. GIRDER TRU E? 14-)1/2" S =1'-0" (11X1-1 l"=I'-0" (22X34) FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL '/2`0 ANCHOiR BOLT W/ 2" COLUMN TO 3/4 ° PL''WOOD 38 DBL, TOP PLT. WA5HER- a 32 O.C. MAX 95 TIE BEAM 5U5 -FLOOR, (2)126'5 @ BTTM. PLT. MINIMUM 1" EM. SED: PLATE TO EACH TRUSS PRE -ENG. FLOOR TO TOP 2X P.T. SOLE SYSTEM 24 O.G, 81 2X4 BL KI / 2-12d PLATE PRE -ENG. WD. GIRDER 21&" O.C. TRU55 4"X4" PSL — �� °D --TI— 1— 11 TI---_-� _ _ _-1-1--- COLUMN 3/4" PL'''WD. SUB-FL1R. ST1e'UCTURAL S+�EA HINC Iji ��ATTACHED PER NAILING ; I I I I 1,,1 I I 11 3/4 PLi'�WOQD 5CHEDULE- SEE DETAIL I I I I I��I I I I I I I 5U5 -FLOOR 1/D I I I I Il,I I I I I I I o I II I'll II II II 2� EA. TRU55 TO CONC. SLK. PRE- ENG LVL UJAL-�,—_.I._�__ J�I.w.l _..LI_.___.._1�---_I�___ OR C�II�DER PRE -ENG. LJD: LEDGER PRE - ENG. LD, TRUSSES TRUSSES ia 24" O.G. _^ REINFORCED CONC. FTG. r-J_j SEE FOUNDATION PLAN 2X(o LEDGER BOAIRD SOLI BLOCKING LGONTINUOU5 LJ/(2) LAG T f UNDER COLUMN 4f TAf TAI 3 i - _ - _ SCREW& a EA. FLOOR 1/2 -1 -O (11X11) 11=1'-O(22X34) 14 1/2 -1 -0 (11X11) 1 -1 -0 (22X34) 14 1/2 -1 O (11X1-1) 1 -1 -0 (22X34) 14� 14 1/2"=1'-0" (11X11) 1" =1'-O" (22X34) TRUSS �i w Q) C 0� p ct� Q.) X L - [L 00 LL 6 QQ Q) Q) d 0 Lu ru tf) i Q 0-'3 Q ul Lu � 00 z QED �0 Q� u LLu z L Q) Q) - �c Q) u -- IL 0 n � z CL Ll � � o 2 2X8 HEADER L)/ 1/2' PL'T'LJD. FLITCH PLATE (SPAN UP TO (o') 2 2X12 HEADER UJ/ 1/2" PL,r'WD. FLITCH PLT. (SPANS (o' TO 12') DBL: 2X FULL LENGTH STUD5 DBL, 2X HEADER 5TUD5 ( 5GL. HDR, STUD FOR SPAN (o' OR LESS, U.N.O. ) 2X 5TUD5 e 1&" O.C. 2X P.T. SOLE PLATE EA, STUD S1 TO TOP u u PLATE 2 2X5 HEADER W/ 1/2' PL'T'WD. FLITCH PLATE (SPAN UP TO &') 2 2X12 HEADER LJ/ 112 " PL)WD. FLITCH PLT. (5PAN5 (o' TO 12') 5),s EA. HEADER TO HDR, 5TUD5 DBL. 2X FULL LENGTH STUD5 DBL, 2X HEADER STUDS ( SGL. HDR, STUD FOR SPAN (o' OR LESS, U.N:O. ) 2X 5TUD5 a 1(o" O.C. 2X P.T. SOLE PLAT S1 ),a EA. STUD TO SOLE PLATE ° '/2 ",P ANCHOR BOLT W/ 2"- i 1/2 ",p ANCHOR BOLT LJ/ 2" -� W,46HER- e) 32 O.C. MAX , , WA5HER- 16) 32" O.C. MAX lix° GJ- 'L --j L MINIMUM 1" EMBED. 'LL 'LL MINIMUM 1" EMBED. 'L D -L-� -7 L_7 f MANUFACTURER �155 --D( G. W/Q UPL I TS °f g2 T� f ( . �u/ � ITS � �PL QJ41/211=1'-O" (11X11) 1"=1'-0" (22X34) 14 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) 14 1/2"=1'-O" (11X11) 1"=1'-0" (22X34) IDETAINFO C CON(. FT EXTE\=A RIORWALL- SEE SES FOUNDATION PLAN f RE R ED G. PRE -ENG. GIRDER DETAIL LJ2/D4 5 QJ41/2"=1'-O" (11X11) I"-1'-0 (22X34) TRUSS MTL. FLASIHING 301 e TRUSS TO PRE -ENG, WD. TRUSSES 2X4 BLOCKING (IN FOLLOW DETAIL W2/D4 ROOF DECKING TOP PLATE 24" O.C. BETWEEN TRUSSES) UJ/ FOR TOP OF WALL (2)126'e EA, STUD (2) 126'5 e BTTM. PLT. oe EA, TRUSS TO TO EACH Ti�USS D // \\ BL. TOP FLT.__z 2 FRE -ENCS. WD. GIRDER / \ LEDGER TRUSS 2x4 BL KI / 2-126 / \ 1&" O.C. JL__rci—I COLUMN TO 2X4 LEDGER BOARD 3,4 �� PL�'LJD: 515-FLR. — .- _ ----.- PLATE CONTINUOUS W/(2) LAG PRE -ENG. WOOD PRE -ENG. WE). FLOOR 5CREW5 e EA. FLOOR TRUSSES os 24"O.C. STRUCTURAL SHEATHING TRU55E5 e 24" O.C. TRUSS ATTACHED PER NAILING SCHEDULE- SEE DETAIL DBL. 2X TOP 1/D PLATE 0 0 PRE - ENG. LJD. TRUSSES L24" O.C. 2X'5 Ido" O.G. IDETAIL o 4 "X4" PSL COLUMN 14 HANGER B�' TRUSS MID -WALL BLOCKING 1/2"=1'-O (11X11) 1"=1'-0" (22X34) E) E TA f MANUFACTURER 211, PRE -ENG. GIRDER TRU E? 14-)1/2" S =1'-0" (11X1-1 l"=I'-0" (22X34) FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL '/2`0 ANCHOiR BOLT W/ 2" COLUMN TO 3/4 ° PL''WOOD 38 DBL, TOP PLT. WA5HER- a 32 O.C. MAX 95 TIE BEAM 5U5 -FLOOR, (2)126'5 @ BTTM. PLT. MINIMUM 1" EM. SED: PLATE TO EACH TRUSS PRE -ENG. FLOOR TO TOP 2X P.T. SOLE SYSTEM 24 O.G, 81 2X4 BL KI / 2-12d PLATE PRE -ENG. WD. GIRDER 21&" O.C. TRU55 4"X4" PSL — �� °D --TI— 1— 11 TI---_-� _ _ _-1-1--- COLUMN 3/4" PL'''WD. SUB-FL1R. ST1e'UCTURAL S+�EA HINC Iji ��ATTACHED PER NAILING ; I I I I 1,,1 I I 11 3/4 PLi'�WOQD 5CHEDULE- SEE DETAIL I I I I I��I I I I I I I 5U5 -FLOOR 1/D I I I I Il,I I I I I I I o I II I'll II II II 2� EA. TRU55 TO CONC. SLK. PRE- ENG LVL UJAL-�,—_.I._�__ J�I.w.l _..LI_.___.._1�---_I�___ OR C�II�DER PRE -ENG. LJD: LEDGER PRE - ENG. LD, TRUSSES TRUSSES ia 24" O.G. _^ REINFORCED CONC. FTG. r-J_j SEE FOUNDATION PLAN 2X(o LEDGER BOAIRD SOLI BLOCKING LGONTINUOU5 LJ/(2) LAG T f UNDER COLUMN 4f TAf TAI 3 i - _ - _ SCREW& a EA. FLOOR 1/2 -1 -O (11X11) 11=1'-O(22X34) 14 1/2 -1 -0 (11X11) 1 -1 -0 (22X34) 14 1/2 -1 O (11X1-1) 1 -1 -0 (22X34) 14� 14 1/2"=1'-0" (11X11) 1" =1'-O" (22X34) TRUSS �i w Q) C 0� p ct� Q.) X L - [L 00 LL 6 QQ Q) Q) d 0 Lu ru tf) i Q 0-'3 Q ul Lu � 00 z QED �0 Q� u LLu z L Q) Q) - �c Q) u -- IL 0 n � z CL Ll � � o 10" 3,4 PLUJD. SUB -FLOOR 2X8 JOISTS e I&" O.C. MAX. 2X12 TREADS- �© CUT TO FIT N � . � `.' 2X8 LEDGER- ATTACH TO STUDS UJ/ 1X8SKIRT BD. � (2) 126 'a EACH STUD 181 JOISTS TO LEDGER 2 X 15 Q 16 11 O.C. 1" IAX � *r4DD 2X4 V TICA Is roll O.0 AS �/2 PLYUJD. �3LOCKINC� ER 5 L REQUIRED BY MUNICIPALITY- TO 15E 2X12 STRINGERS PLACED D f RECTLY UNDER LEDGER ' DATA: TOTAL RISE: 10'-8 3/4" (17 RISERS ,m 19/1(" EA.) 77 TOTAL RUN: 13'-4" (16 TREADS e 10" EA.) 7'� F, 5TA I FR CONN C;T-, STAT TA 3/411= I'-0 (11X17) 11/2"= P-0" (22"X3411) PLATFORM FRAMING 3/411 = 1'-0" (11X1-1) 11/2"= 1'-0" (22"X34") STAIR DATA 1 1/4"-2" MAX 1 1/2" 3/4" F'LUJD. SUB -FLOOR CONTINUOUS HANDRAIL IAUJ &TH SECT ION -FBCR(201-I)- 8311, INSTALL 34"-38" ABV, PRE -ENG. FLOOR TRUSSES TREAD NOSING e 24" O.C. MAX. Z BALUSTRADE HANDRAIL BRACKET AT 0 (0'-0"O.C. MAX- SELECTED BY OTHERS -SEE MANUFACT. RECOMMENDATIONS FOR ATTACHMENT x SOLID 2X4 WOOD BLOCKING c0 AT EACH BRACKET I 2X4 LEDGER IN BETWEEN m STRINGERS- ATTACH TO PLR, TYPICAL INTERIOR WALL TRUSS UJ/ 126 NAILS ia 6° O.G. CONSTRUCTION 4 (2)126 'a EA. END OF LEDGER TOE -NAILED TO STRINGER r5--� T �' F, k4,4 A L ID E 7,2--�z7_ STAI CON CT, 3/4" = P-0" (11X1`1) 11/2 "= P-0" (22"X34") 3/4" =11-01, (11X11) 11/2 "=1'-0" (22"X34") STRINGER TCO FLOOR TRUSS NOTES: STAIRWA'Y' CONSTRUCTION TO CONFORM TO FBCR 2017, &TH EDITION SECTION R311.7 MAX. HGT. OF RISER TO BE 13/4" MIN. UJIDTH OF TREAD TO BE 9"(EXCLU5IVE OF NOSING) ALL TREADS LESS THAN 10" IN UJIDTH SHALL HAVE AFFROX, 1" OF NOSING 3/16 MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HAND RAIL CIRCULAR GROSS SECTION DIA, TO BE l l/4" - 2" OR TO PROVIDE EQUIVALENT' 2X4 P.T. IN BETUJEEN STRINGERS- .ATTACH TO 5LA5 UJ/ 126 CUT NAILS e O.C. AND (2) 120 GRASPABILITY, EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS: MIN. 6" WIDE 'a NARROW END 341MIN.-38"1`'1AX., HANDRAIL HGT. 7-rf::�, STAIfR CONNtZCT, HEADROOM CLEARANCE MIN. & 8 3 15 3/4"= 1'-0" (11X1-1) 11/2 = 1'-0" (22"X34") STRINGER TO FLOOR CONNECTOR SCHEDULE CONNECT. TYPE SMPSONI USP I'-IAX, UPL IFT LAT, LDS. F1 / F2 DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION I FASTENERS PER CONNECTOR 4 HETA20 14-10d x 11/2" ETA20 14-10d 1;alo r5 / 9(00 5 DETAL20 18-1001 x 11/2" N/A N/A 2,480 2000/1370 20 H3 RFT: 4-86 / PLT: 4-8d RT3 RFT: 4-80 / PLT: 4-8d 455 125 / 1&0 21 H1 1;RFT:(-86x11/2 "/FLT -4 -ad RT15 RFT: S-Sdx11/2 " /PL T:S-56 4.15 485 / 1(5 22 H10A RFT: (9)100 x 1 1/2 it RT1(o RFT: 8-8d x 11/2 990 585/525 PLT: (9)106 x 1 1/2 PLT: 8 -ad 23 LU526 HDR: 4-1001/JST: 4-10d JUS2(o HDR: 4-10d/JST: 4-10d 935 N/A 24 HiZ RFT / TRS: (4)Sd RT20 RFT / TRS: 9-106 985 400 / N/A PLT /STD: (2)SdX 1 1/2" (8)SD - PLT / STD: 13-106 2(o H2.5A RFT:5-Sol / FLT. 5-Sd RTS' RFT:5-80 / FLT: 5-c5d 415 150 f 150 34 A34 H:4-80x11/2"/P:4-80x11/2" MP34 H:4-86x11/2"/P:4-86x1'/2" 3&5 250/303 35 A35F H:4-86x11/2"/P:4-86x11/2" MPA1F H:(o-86x11/2"/F:(o-86x11/2" 440 440 / N/A 31 MT512 14-106 MTUJ12 14-106 1,000 N/A 38 MTS1(o 14-106 MTWIro 14-106 1,000 N/A 43 L5TA12 10-106 LSTA12 10-106 905 N/A 45 6T18 14-1(od 5T18 14 -trod 1,200 N/A 41 L6TA24 18-100 LSTA24 18-100 1,295 N/A 11 MST,43(o 2ro-100 1Y15TA3ro 2(o -10d 2,135 N/A 12 MSTC(o(o &4-lrod SINKERS N/A N/,4 5,495 N/A -19 SP1 5TD:ro-100 / PLT:4-106 5PT22 STD:4-106 / PLT:4-106 535 560 / 2ro0 80 SP2 STD:(o-10d / PLT:(o-1001 6PT224 STD:(o-100 / PLT:ro-10d &05 5&0 / 2&0 81 5PH4,�,8 12-10d x 11/2" TP4,ro,48 12 -100 x 11/2 " 885 N/A 90 A5Ur06 12-1&d PAU(& 12-1rod 2,240 N/A 89 CBro ro (2) rl/$ " BOLTS PA8X8 4-10d 2,300 J85 92 45U44 12-1ro0 PAU44 12-1(od 2,200 N/A 93 ACro (MAX) 28-1(od PBS(06 24-1ro0 1,815 1,010 94 AC4 (MAX) 28 -trod P5544 24-l�od 105 1,010 95 HT620 20-10d HTUJ20 20-10d 1,450 N/A 13(0 HDBA SILL '/a` BOLT HHDBA SILL: l/s" BOLT 910 N/A 5TUD:(3) /8 X5 /2 BOLTS STUD:(3) l/8 X5 1/2 5OLTS 99 A35 H:4-Sdxl l/2 "/P:4-8dx11/2" MPA1 H:ro-8dx11/2 "/P:ro-8dx11/2" 440 440 / N/A 98-101 HTT4 5/s" 5OLT/ 18-1&6X2 1/2 " N/A N/A 3,640 N/A '31-100-102 HTTS Nall BOLT/ 2ro -100 N/A N/A 4,275 N/A 103 VGTR/L 32-SDSI/4"X3"/(2) 5/$" BLT N/A N/A 3;990 N/A 104 HDUB-5D52.5 7/8" 5LT/20-SDS 1/4"x21/2" N/A N/A 5,020 N/A 110 HCP2 12-106 x 11/2 HHCP2 20-10d x 11/2" 520 2&0 / N/A 1e7 HHU54(o THF -)4(o H:8-18d/J:12-10d 1,550 N/A 1ro8 U4(o H:8-10d/J:4-10d 5UH4(o H:B-l(od/J:4-trod 710 N/A 181 HU52(o 20-1(od- THD2� - H-20 1�d/J:10 100 1,550 N/A 184 HHU528-2 G:28-1rc6 / T:8 -1&d EHUH28-2 12-1(od 2,000 N/A 214 HUC212 -3TF D: fro -3/l ro "X11/2 " TAFC-ON BM: (0-1601 HD 0212 -3 HD: IS-3/1(o"X11/2 " TAPCON BM: ro-106 1,135 N/,4 215 HGU5210-2 HDR:46-1601/J5T:10-16d EHUH210-2 HDR:40-160/J5T:16-1001 2,720 N/A 216 HU5412 BLOCK: 10- 1/4 "X1I/2 " TC JOIST : 10-166 HU5412 BLOCK: 10- 1!4 "X1I/2 " TC JOIST : 10-16d 3,240 N/A 211 HUS212 -2 BLOCK: 10- 1/4 "X1 I/2 " TC JOIST : 10 166 HU5212 -2 BLOCK: 10- 1/4 "X1'/2 " TC JOIST . 10-16d 2,630 N/A 219 MBHA412 H:1-ATR3/4X8 TOPsFACE NFM35X12U H:1-1/2" J -BOLT 3,145 N/A JOIST: 18-106 -- J:5-1/2" 5OLT6 220 N/A N/A NFM 3X12 5L<., 1/2 "0 J /J6T:14-106 1,620 N/A 226 MBHA�4.i5/12 HDR : (2) 3/4"0 x 8" J015T : 18-10d NFM45U HDR : MIN. 1/2 10 "J" BOLT JOIST : (5) 1/2 "0 BOLTS 2,160 N/A 231 M5HA3.56/16 HDR : (2) 3/4"0 x 8" J015T . 18-1001 NFM3.5X16U HDR :MIN. 1/2,"0XJ-80LT5 JOIST . (5) /2 0 BOLTS 3,450 N/A 232 M5445.50/16 HDR : (2) 3/4"0 x 8" JOIST : 18 10d NFM5.5X1roU HDR :MIN. 1/2� OXJ-BOLTS JOIST : (5) 2 0 E5OLT6 3,450 N/A 240 H15 R:4-10dX11/2 "/P:4-10dx11/2' N/A N/A 1,300 480 / N/A 241 LGT2 30 -160 -sinker LUGT2 32.106 2000 101.5 / 440 301 MGT (1) 3/4 "BETS./GI R: 22-106 N/A N/A 3,965 N/A 302 HGT-2 or 3 LTL:3/4"5LT5./GIR: 5-100 USC63 LTL;3/4"BETS./COIR: 8-1�6 X485 N/A 303 HGT-4 LTL:3/4 "5ET5./C;1R: l ro -106 N/A N/.A 9,250 N/A 401 SUR/L414 FACE:18-166/J6T:5-160 N/A N/A 1;100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED BY TRUSS MANUFACTURERS 241 (2) a TRUSS TO PLATE TO BEAM i�SL. 2X TOP 'LATE FRE -ENG. GIRDER CABINET FACE TO TRUSS MATCH CAeiNET DOOR Km A 22 e EACH TRUSS _ 15"X18" CABINET DOOR SEE ,A/D2 FOR TRUSSES �LJD O.C. LFASCIA DETAIL c� 1 1 2 -PLS' PRE -ENG. LVL 5EAM 1"METAL FLANGE F'RE-ENCS. WD. TRUSSES OF METAL CHUTE 45 0 SEAM TO 24 O.C. , , EA, JACK STUD ( 2) POST TO 38 HEADER BLOCKING TO EVEN UJ/ POST ' ' DBL. 2X JACK 5TUD5 22 EA. TRUSS (2) 2X12'5 UJ/ 112 PuJ L1'D. I i 12` MIN. D5L. 2X FULL LENGTH co STUDS FLITCH PLATE i i METAL LAUNDRj' SQUARE n I DBL. 2X TOP PLATE CHUTE 81 102 EA, 5TUD TO PLT. oX(o PARALLAM GOLUMN TO POST i 3,4 PL''WD. SUB-FLR. TIE BEAM 2X'S 1(o O.C. —----17--ii TT_I- ---7T- —17--- ii1-1— — — — T Ml -UJ,4 OCKINC� 42"H, IRON RAILING ,Ij TEXT. CEMENTITIOU5 FINISH �, c. J. 1" FLANGE ON CHUTE 81 EA, STUD TO PLT. LU .T IM ED TAI L' D R 1/2"=1`-O" NIX17) 1"=1'-0" (22X34) LAUNE)fR"I C�� T E EDETAIL 3/4 fi�L1'UJD. SU 3 -FL1�. I/2.. THREADED 1/2"_ 1'_0" NIXII) 1°- 1 -0" (22"X34") RE -ENG. UJD, FLOOR METAL "L" FLASHING - PRE -ENG. WD TRUSSES � 24" O.C. BUSSES e 24" O.C. ROD LJ/ NUT 4 2 ° WASHER- EXTERIOR FLOOR TILE 32" O.G. MAX. WATERPROOF MEMBRANE i DBL. 2X4 TOP FELT UNDERLA'T MENT , ; 10d CUT NAILS 2X4 5LOCKING TO PLATE ALUM, DRIP EDGE 12 O.C.SEE ELEVATION , 3/4" PLiUJD. SUB -FLOOR FORM ARCHib 1X2 P.T. , 1X4 P.T. i CONC. 5LOCWALL ALL FIN FLOOi� , 12 n22 EA, TRUSS 2X415 1 0 ° q° 1 ° 12" DEEP FLOOR TRUSSES a a o 81 STUD TO PLATE DBL, 2X TOP'L,4TE ,a24" O.C. (e BALCON,r') � + � SHEATHING Qr -- 12" SLOPE TO EXTER. °� ° � � 1 4, CONNECTION EA. 81 EA. STUD TO PLT: 2X12 RIM BOARD ' �� TRUSS- SEE BHT. 08 a 4 '� EA. FLOOD TRUSS ° TEXT: CEMENTITIOUS FINISH I o ' 7/1�" OSB. SHEATH. -BOTH 'a 4 EA. VERT. 2X4 � . 8X8 GONG. LINTEL 4 1 ° 51DES-ATTACH W/Sd'S ° 1 2X'5 leo" O.C. BLOCK REINFORCED \ ` r ° 4" O.C. ia PERIMTER AND r 2X4 P.T. BOTTOM PLATE WCONC, 4 (1) O5 REBAR 12" O.C. INTERMEDIATE ' 5E1 ELEVATION 1111111 CONTINUOUS r 01 a a CONC. 5LOCK WALL OR 1 a COLUMN ZPRE-ENG. LJD. MID -WALL BLOCKING ° r v TRUSSES 4 KNEE � A � UJAL I_ IF r ° r 71 APPLICABLE FIN. FLOOR ' ' 4 ° �ip 1/2" =1'-0" C11X171 1"=1'-0` (22X3.4) FOLLOW DETAIL W2/D4 �oX� PARAL.LAM FOR TOP OF WALL POST --- r - (2) 12d'S e 5TTM. PLT. TO GIRDER STRUCTURAL SHEATHING ° ATTACHED PER NAILING 81 ia EA. STUD TO PLT. 1 PRE -ENG. LJD. GIRDER TRUSS SCHEDULE SEE DETAIL OR FLOOR TRU55 I/D5 °r 3%" PL1'UJD. 6U5-FLR. i/2 "0 ANCHOR 5OLT UJ/ 2" 1 Q WASHER- e 32" O.C. MAX 4 (2) o9D EA, POST q ' - -- MINIMUM (oEM5ED• 2X P.T. SOLE r 14 PRE -ENG. WOOD PLATE 1Q° ; TRUSSES o 24"O.C. 8X8 CONC. LINTEL - ----- Q °a Qom, BLOCK REINFORCED i>< a WCONC. 4 (1) #5 REBAR PRE -ENG. LJD. CONTINUOUS ° a °� TRUSSES REINFORCED CONC. f 0 5 T CONNECTION FTC. SEE FOUNDATION ED T A I [:)ETAIL TA I MAF4CTTURERUSS PLAN 5 �DETAL 1/2"=1'-0" (11X10 1"=1'-0" 22X34) 1/2'1=1'-O"NIX17) 1"=1'-O" (22X34) " " P- ' 1/2 -1 0 C11X1�) 1 -1 0 (22X3-4)��j 1/2 - 1 0 011X1-1) 1 - 1'-0' (22'X34") W 0� 0� W ®:3 Q QQ L Vu 0 c® L LLNC Z5 �a z3 Qx s ¢� N � � ` 10 w to Q -p r. ua z Lu 4 -tea s uj p 0p Q S u �® LU - �c o 3� cv � LLI 0® d Lu 0)l 9 y UQ w N a �E o v �® o ~ (J)Lu � z su w T- U0 ci N_ N 1-- �-- T � o �, u STRUCTURAL NOTES FIELD REPAIR NOTES 1/2"X(0" (41/2" EMB.) HILTI <WK 11 11 11 11 11 11 2X(0 P.T. WOO[;)"BUCK11 BOLT WITH 2" WASHERS LOCATED (TOP AND 51DE5) i i 1. THIS 5TRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1, MI55ED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE � 1',4',x`1' (WITHIN (o" OF SUPPORT � i, 11 &TH EDITION, FSCR 2017 (WIND LOAD s 140 MPH.) 5U55TITUTED UJ/ (1) U&P MTWI� OR HC10 OR 5fMP50N MT5MI(o UJ/GARAGE DOOR " If BRACKET FOR GARAGE DOOR) O (4)1/4" X 21/4" TAPCON5 TO BOND BEAM AND (1) 10d NAILS TO FROM THE BOTTOM 4 MIN, EDGE III ' 2. WINDOWS, DOOR5, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUS5 FOR UPLIFTS LE55 THAN 8(oO L55 (USE (2) MTSM1( FORDISTANCE. FBCR 5ECTf ON 8301 UPLIFTS LESS THAN 1120#). NO MORE THAN 10 5TRAP5 MAY BE ' if II II II II II 3, A FLOOR SLABS TO BE OF 2 500 P5I GONG. PLANT MIX MIN. 5 CONNECTIONS 5 ARE M15OR NO 5ED CONTACT ENGRE THAN 3 IN A INEER EER FOR 5UUBTW, IF GiRGER RITUTION U56i I <Ci E511 �� ° � II � II �� � II ALL L R , o I I I � I I I I I THICK WITH (ox(o 10/10 WIRE MESH & MIL. POLY. VAPOR- 8 MASONRY WALL � � � vp A �1 � AFT BARRIER OVEN'. TERMITE TREATED COMPACTED CLEAN FILL. 2, M155ED J-5OLT5 FOR FRAMED EXTERIOR/ BEARING WALL5 MAY BE _ � i i � 11 11t i i � �� 11 SUBSTITUTED UJ/ 1/2 DIA. x LONG WEDGE ANCHORS (REDHEADS). DETAIL TO 5AT15FY 140 MPH WIND LOAD � �- I I Lu II - MASONRY' FRAME SHALL SE MIN 8X1 ASTM C -BD I I 4. CONCRETE MASONR'' UNITS SHALL MEET: CH, 1-3 OF AGI 530.02/ II II (� Irk II - GROUT FILLED CELL W1112" ASTM 2 #5 REBAR (GRADE 60) II I ASCE 5-02/TMS 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOUJELS MAY SE 5U85TITUTED UJ/ A STRAIGHT #5 EA. SIDE OF GARAGE DOOR OPENING I " 9 RE1=3�4R SET INA 3/4" pfA, x DEEB' HOLE FILLED UJ/ UNITEX _ MAX. pfsTANCE TO CORNER OF C:.5. WALL REINF. 48" 5, MORTAR TO SE TYPE °M OR "5" GROUT 2,5001=61 6 28 DAYS. PROPDXY 300 OR SIMP50N SET OR ETF ADHESIVES. II 11_ �3" 0 RE INF. TO BE CONT, FROM FTG, TO TIE SEAM UJ/ ALL f r 2X4 V gRT �. MASONRY CLEAN OUTS REQUIRED s GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING 5LA8 CONDITION. ACI DETAILS $ DEVELOPMENT LENGTH5 ADHERED TO PLAN VIEW FEET IN HEIGHT AND ALL VERTICALS. UP TO lka" - NO REPAIR NECESSARY -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" 2x8 RIDGE 0 7i$" TO 11/4" - App FILLED CELL CND VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING0 I. REBAR TO BE # 5'5 GRADE 60, UJ/ MIN. LAP OF 25". USE "L" BARS OF WALL BETWEEN EXISTING FILLED CELL5 (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRESSURES OF 25 P5F IN x � CORNERS AND USE STANDARD HOOKS e CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL WITH MIN. LAP 12" 11/4'+ - REaUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.5� EA. RFTR. DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2X�o RAFTERS � z 8. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENT5 THRU PLATES OF FOLLOUJING ITEMS: TO RDG. BM. 24 O.C. -1" O.C. WITH 5d NAILS. GYP. BD. WALLS SHALL BE NAILED 68" O.C. A LOAD SEARING WALL MAY OCCUR PROVIDED DSL. 5TUD5 ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE WITH 56 NAILS ADDED ON EITHER 51DE OF PENETRATION WITHIN 3" AND TRU55/ AN[) NEGATIVE WIND PRE55URE5 OF 25 P5F. 2X4 VERT. a 4S FLOOR TRU55 15 NO CLOSER THAN 3" FROM PENETRATION. 8.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRUSSES BELOW � 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MT512 TOP AND 50TTOr'l PLATE CRITERIA SPECIFIED IN SECTION R(o2>9 OF THE 2011 NAIL TO RAFTER ia TOP � THRU PLATES TO SLAB ANp FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, (oTH EDITION 4 PLATE AT 5TTM, W1 C.) DOOR SIZE, TYPE AND GLAZING (2) 126 NAIL5 ) 10. EPDXY ANCHOR ALTERNATIVE: D.) TRACK SIZE AND FASTENER DETAILS. PRE ENG, WD. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET OUANTITY, SPACING AND FASTENER T1�'USSES BELOUJ FOR USE A5 PLATE ANCHORS OR HURRICANE ANCHORS, DETAILS. Q THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE 5T18 OR LSTA24 Q3 ANCHOR 51ZE GONG. HOLE 51ZE MIN. HOLE DEPTH AND FASTENER DETAILS. CIF REaUIRED) RAFTER TO PLATE 0 1 2 34 -� TO TRUSSES BELOW 5/an 18" ��� GARAGE L�C< TAIL ~ 3/411 111 a 1X CJ CAP 111= I1_/]1 11 TS SEE FLOOR PLAN 1/2" GYP, BD, FIN. Q 1/2 OFFSET 2X4 OR 2X6 STUD L. 2X4 PLATE SIDE B 51 ALONG CAP PER SPEG'S AFTER HOLE 15 DRILLED, ALL CONCRETE DUST MUST BE REMOVED 1,2" COVE MOLDING = WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO SE MIN,A3� CURB /1� 058. SHEATHING N CHORD OF TRUSSES- ATTACH UJ/ (2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 S 24" O.C. ` \ NAILS 14) EA. INTERSECTION OR (o" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT 1 C3)2X4'S EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. �2 DRYWALL 2X4 OR 2XG_� STUD uJ,4LL--�,� '� VALL � NOTE IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 3 I 4 E)ETAIL a DETAIL END OF RAFTERS ON ONE SIDE AND ADD 2X8 11, 501L BEARING CAPACITY 2000 P5F MINIMUM 7/16 053. 5HEATHING p l 1/2 1' - 0 D 1 1/2 " = 1' - 0.. D 1 3/4 _ 1 - 0 NEXT TO FIRST ONE W/12d S 6 O.C. Q WOOD STRUCTURAL NOTES 5111 1/2" aYf=>. BD.7FF ROOF EDGE ,� - - CONCRETELOGK Q) 1, ALL WOOD TO BE SPEGIES, GROUP, AND GRADE AS NOTED BELOW. -1A I CONN, WALL HEADER OR STEEL DAMAGED WOOD NOT TO BE USED. _ p l III= 11-011 L INTEL PC EXP. STRIP 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) *12 OR EE DETAIL 5EE FLOOR --- — ' i C ANCHORs SETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRU55E5 EXCLUDED) D3 FOR - FOR RIDGE PLAN FOR BM. ' STRIP DETAIL 8d 4 O.C. � `1' 0 BLOCKING GLS, SLiG. PER PLAN 4 3. END JOINT IN STRUCTURAL DOU15LE TOP PLATE TO BE OFFSET AT RIDGE EDGE LEAST 4' STRUCTURAL DOUBLE PLATES TO BE NAILED o" O.K.. w Q 1�2" EXPAN. ; PC PANEL o FTTT ��- ANCHOR 4"� 8d I 12" O.C. ' REINFOR. – - - o) 4. PLY:000p OR OSB. WALL SHEATHING NAIL PATTERN TO BE 10c�1 j �,; - --- �T/� � FROM EA. �� � INTERNED. I ; SEALANT 0 (0O.C.. UNLESS OTHERWISE NOTED. fL� � � fL EDGE AND 1' 24" O.C. I Ia I ST ,ANCHOR 5. NUMBER OF HEADER 57UD5 AND ADJACENT FULL LENGTH 5TUD5 - I RIP PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. � GONG. BLK. iF 144" EXP. 5OLT � FILLED CELL , , (2) PER ANCHOR ---1'r 6 �. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUD5. 1. DSL. STUDS e EA. END OF SHEAR WALL. 8, WHEN ANCHORING MULTIPLE WE). ITEMS TOGETHER THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. POOP NAUNNG PATTERN ZONE: II ° 8d NAILS e (o" O.C. EDGES AND 12" O.C. FIELD ZONE: SPH4,(0 OR S NOTE 8d NAILS s &" O.C. EDGE5 AND 12" O.C. FIELD ZONE: PAN L. ANGOR GON6TfRUCTiON 8d NAIL5 ia 4" O.C: EDGE5 AND &" O.C. FIELD 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE 5EE FLOOR PLAN FOR II ° &' 0 SPH4,(0 OR S NOTE SEE NOTE 4 1 18' PAN L. ANGOR GON6TfRUCTiON 1/2 " PL IrWD. MORTAR ' ; ' ASPHALT ,a) EA. STUD NO STRAPPING NEEDED 1 "� ri 0 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER e (o" O.C.. 's EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 R, II �� z EXP. ANC1�01z5 USED 1N PANELS OVER 25"5.F, IN AREA,IS EMF3EDDED HORIZONTALLY 1 s 1211 O.C.. INTERMEDIATE. (SEE ROOF PLAN)ROOF FRAMING (-I EMBED.) 24" O.C. ��� ��a L�� OR 1/1`✓" 055 EMULSION - -HEADER TO STUD 'a 4" O.C.. EA. HEADER ME1" IBER -STUD TO TOP OR 50TTOM PLATE : (2) I(od THRU 3 �� AR WALL D TAIL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15'/a" O.C. (FOR USE WITH "THINLINE" SERIES GL5. BLK.) OR 2" O.C. (FOR USE WI Q cn NUMBER OF FULL-LENGTH STUDS USE ONLY WHEN EACH END OF HEADER PLT. OR (2) 1&d EA, 51DE TOE NAILED TO PLT. EA, SIDE GONG. BLOCK "PREMIERE" 5ERIE5 GL5. 5L<), W1 BUTT WELDED CRO55WIRE6 AT 2 2 (PER TABLE) 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. 3 GREATER THAN 10' 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. "1/1(o" OSB, CRIPPLED 5TUD5 1 3 II WALL 2X BLOCKING � 0 PC PANEL ANCHORS (MIDDLE):. 8cl 4" O.C. BLOCKING. MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PfTTSUI�GH CORNING GLASS BLOGIG PANELS INTO o) -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32 OSB HEADER 51ZE PER 2X4 STUDS EXTERIOR FINISH —__ _ -___ __m___ __ E E 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) EDGE 1�" O.C. &' 0 SPH4,(0 OR S NOTE SEE NOTE 4 1 18' PAN L. ANGOR GON6TfRUCTiON Q -DOUBLE STUDS e 12" O.C.. ,a) EA. STUD NO STRAPPING NEEDED 1 "� ri PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER e (o" O.C.. 's EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 R, II �� z EXP. ANC1�01z5 USED 1N PANELS OVER 25"5.F, IN AREA,IS EMF3EDDED HORIZONTALLY 1 s 1211 O.C.. INTERMEDIATE. (SEE ROOF PLAN)ROOF FRAMING (-I EMBED.) 24" O.C. ��� ��a L�� IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL i. -HEADER TO STUD 'a 4" O.C.. EA. HEADER ME1" IBER -STUD TO TOP OR 50TTOM PLATE : (2) I(od THRU DOUBLE TOP PLATE �� AR WALL D TAIL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15'/a" O.C. (FOR USE WITH "THINLINE" SERIES GL5. BLK.) OR 2" O.C. (FOR USE WI Q cn NUMBER OF FULL-LENGTH STUDS USE ONLY WHEN EACH END OF HEADER PLT. OR (2) 1&d EA, 51DE TOE NAILED TO PLT. FULL LENGTH WALL STUDS D1 "PREMIERE" 5ERIE5 GL5. 5L<), W1 BUTT WELDED CRO55WIRE6 AT 2 2 (PER TABLE) 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. 3 GREATER THAN 10' 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. "1/1(o" OSB, CRIPPLED 5TUD5 1 3 4 NAILED TO ROOF TRU65E5 5PACED Is 24" O.C. (MAX) WITHOUT 2X BLOCKING PC PANEL ANCHORS (MIDDLE):. s BLOCKING. MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PfTTSUI�GH CORNING GLASS BLOGIG PANELS INTO o) -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32 OSB HEADER 51ZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. E 1/2" CDX PLYWOOD OR 1/2" ADVANTECH, NAILED TO ROOF TO ROOF ROOF PLAN TRU55 5PACED e 24" O.C. (MAX) WITHOUT F LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO BE MIN, 23/32" PLT WOOD NAILED roll O.C. W/ Q 5T18 e EA. 511DE 08 RING SHANK NAILS AND LIQUID NAIL ,ADHESIVE. e EA. JACK 12, ALL FLOOR TRUSSES TO BE END BLOCKED e BEARING LOCATION5 A2X BLOCKING AS REOUIRED 13, TRUSS BRACING PER TRU55 MANUFACTURE'S DRAWING5.I _ _ _ _ _ _ _ _ _ _ _ HEADER STUDS 14, ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I - - - -1T - - - - T1- - - - (PER TABLE) I II II I II II I P.T. 51LL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE 5PH4,& OR 8 PRESSURE TREATED.7T f= FRAM INC FOR OPN � EA. STUD FORMED FROM 20 GAUGE PERFORATED THEN GALVANIZED STEEL o 5TRIP5, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS, PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD ,AND � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CU5HION THE GLA55 BLOCK ANp ALLOW THE PANEL TO EXPAND 4 CONTRACT � FREELY, FOR METAL CHANNEL OR MASONRY CHASE CON5TRUCTION, a - PC EXPANSION STRIPS ARE AVAILABLE 3/a THICK X 4" WIDE X 24 LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD, 4" WIDE STRIPS ARE EA51LY CUT TO 3 WIDTH, FOR 31/a" "PREMIERE" SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK L A55 5LOC< E)TA IL ' D1 i I�. 2000 P5F MINIMUM 501L BEARING CAPACITY Q 04-1 2 Lp J E r Q cn a x Iq a 9 -71 ,o c Q) C 0 C 3 u Q •0 C Q) G< � C E C C DATI u 4 5CAI D R@,4 u J01=3 C 5HEE 11 MAXIMUM HEADER SPAN (ft.) 3' &' 9' 1 12' 1 15' 1 18' Q NUMBER OF HEADER STUDS SUPPORTING END OF HEADER Z 1 1 2 2 2 2 0-2 ®0 cn NUMBER OF FULL-LENGTH STUDS ZS EACH END OF HEADER 10' OR LESS 2 2 1 3 3 3 3 GREATER THAN 10' 2 2 1 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED THEN GALVANIZED STEEL o 5TRIP5, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS, PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD ,AND � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CU5HION THE GLA55 BLOCK ANp ALLOW THE PANEL TO EXPAND 4 CONTRACT � FREELY, FOR METAL CHANNEL OR MASONRY CHASE CON5TRUCTION, a - PC EXPANSION STRIPS ARE AVAILABLE 3/a THICK X 4" WIDE X 24 LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD, 4" WIDE STRIPS ARE EA51LY CUT TO 3 WIDTH, FOR 31/a" "PREMIERE" SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK L A55 5LOC< E)TA IL ' D1 i I�. 2000 P5F MINIMUM 501L BEARING CAPACITY Q 04-1 2 Lp J E r Q cn a x Iq a 9 -71 ,o c Q) C 0 C 3 u Q •0 C Q) G< � C E C C DATI u 4 5CAI D R@,4 u J01=3 C 5HEE 11 EXP. JOINT 'B" RECESS SLAB all NOTE: THE ATTACHMENT OF ,45PHALT SHINGLES, UNLESS OTHERW16E NOTED, NOTE: THE ATTACHI„IENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR SGD DOOR F.F_ '�_ _ _ SHALL CONFORM TO ASTM p 31(o1 ( MODIFIED TO 140 MPH) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 31&1 ( MODIFIED TO 140 MPH ) (2)#5 REBARS VARIES X z — ( 101-95. THE FRC REOUIRES 5A5E AND CAP FLASHING. OR M -DC PA 107-e5, THE FRC REQUIRES BASE AND CAP FLASHING. Z SHINGLES OVER BUILDING SHINGLES OVER BUILDING PAPER OVER 7/16" OSB. PAPER OVER -711(o" OSB. • N } SHEATHING SHEATHING b c•, PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS BAFFLE BETWEEN EA. TRUSS �,,�► (3) #5 # RE5ARS 4 EA. TRUSS W1 UPL IFT 4 EA. TRUSS W1 UPLIFT 1-� (2) 5 REBARS " 4" (2)#5 BARS 1 -8 4 OF 1810 1 9 1-I 1 _4 4� 22 OF 1810# OR LESS # OR LESS D2 D2 D2 Ih2 X2 e EA. TRUSS UJ/ UPLIFT �4 ° RECESS 1S Ci 1/2 RECESS FOR 4 �2 " RECESS SLAB 4 # # 4 X2 EA. TRUSS l,U/ UPLIFT � ,, FOR OUT-SUJG. _ GAR, DR. BET�UEEN 1811 � 320 BETUJEE 181.1# 4 3020# FOR DOOR SEE ROOF PLAN SEE ROOF PLAN 2 Di�S. ONLY' �� (1)# 5 RE5AR o X = U 7— — — _ `�\ - - - - ALUMINUM ALUMINUM 1 l - �• DRIP EDGE ��� DRIP EDGE� ------- W t >1 �� p. <` I INSULATION INSULATION 0 z" c i I i -� (SEE PLAN FOR TT'PE) (SEE PLAN FOR TT'PE) Q for 0 1- 1V it W z - (2)#5 RE�3ARS CONT. 1� XS FTG. '� SAG RESISTANT ', " SAG RESISTANT 2 1 q. 1P i i REB,4RS Ul OR is GT"P. 5OARD 0R Na GT'P, BOARD D2 D2 � � � (2)#5 X d W1 2 #54 REBAR, PLACED PERP. TO CLG. PLACED PERS-'. TO CL #3 TIE �'- - - -• REBARS ♦ FRAMING ♦ FRAMING EXP. JOINT 1� (2)#5 REBARS D2 BAR O.C. `-r I ZX�o SUF3 FASCIA 2XF> SUF3 FASCIA � 8 /2 Gi'P. BD, ON 1IX2 ,,2ItGT'P. BD, ON 111X2" F.F. _ - - P.T. FURRING W1 ALFOIL P.T. FURRING W/ ALFOIL X VARIES (1)# 5 RE5AR INSUL. BETWEEN INSUL. BETWEEN — — VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT 6 _- 1 "Xro " P.T. HEAD 1 "X(o " P.T. HEAD • _� 1 -4' `4 } j/— — 8 XS CONC, KNOCK LEDGER S BET -OND 8 XS CONC. KNOGIG- LEDGERS BET'OND OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDS Q W1 CONC. 4 (1) #5 RE5AR W1 CONC. 4 (1) #5 4 REBAR (2)#5 RE5AR5 11 Q) 8" 4" CONTINUOUS CONTINUOUS D2 D2 18 (2)#5 REBARS 24 C- D2 D2 � 8"X8" CONC. BLOCK SEE FLR. PLAN FOR 8"X8" GONG, BLOCK SEE FLR. PLAN FOR RECESS O # F.FT'IL- —�`_ _ BLOCK REINFORCED GARAGE CLCD. SPECS. BLOCK REINFORCED GARAGE CLCD. SPECS. mw (3) 5 RE B,4RS VARIES W/ CONC. W/ CONC. I —PRE CAST LINTEL PRE CAST L INTE l� 1 - i i < 1-8 11` 12 z I QL D2 1'-4 (2)#5 REBARS D2 JL�JL I i (2>#5 0 z jk Q RE U1 0 ® 0 (� i-- ALUM. WINDOW (REFER TO 0 ALUM. WINDOW (REFER TO ® N GARAGE (2)#5 X FLOOR PLAN 4 ELEV. FOR -a -q FLOOR PLAN 4 ELEV. FOR --..l � �- LL WALL (1>#5 REE3ARS VARIES �• ---' R k3AR5LU DESIGNATIONS) DESGNATIONS) � 4.. (1� 5 REBAR AI #3 TIE w u � ._ 1S BARS w it I 1-4 4 D2 12 O.C. CONC. FILLED CAVITIES EACH 0 SIDE OF DRAIN PIPE 4 CAVITY' u. -i 13 4" 8" WHERE DRAIN PIPE PASSES PRE CAST CONC. SILL PRE CAST CONC. SILL s- p2 8° 4 D2 THRU CONC, BLOCK STEM CONC. TO 5PECS.B"X8"XI&" CONC. BLOCK 8"X8"X1(" CONE. BLOCK 0 WALL (REFER TO EXTERIOR (REFER TO EXTERIOR 2 °o 'T ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) C2 fi�EBARS GRADE. n 4 MARBLE STOOL MARBLE STOOL z 4" PVC, PLUMB. DRAIN PIPE , , „ cn s UJ THRU STEM WALL BLOCK z _ �, • cv `� o p _ uj � ALTERNATE BRICK i2 CYP. BD. ON 1X2 ALTERNATE C RICK 1/2GT'P. F3D: ON 1X2 SL -- } •� VENEER _ _ P.T. FURRING W1 ALFOIL VENEER _ _ `' P.T. FURRING W1 ALFOIL 0 c(: S,E.MTL. WALL TIES '� - , 411 1'.-0 � ,�...., 1� �. - � � 'J a INSUL. BETUJEEN S.E.MTL. WALL T1.E5, �', � ; 'J a INSUL. BETWEEN 3 1'-0" 4" — MAX 0 PVC 1� O.C. VERT. 4 1( O.C. 1� O.C: VERT. 4 1� O.C. q CONC. FTG. REINF. W1 (2) SLEEVE HORI,Z. ��-� —iJ HORIZ. 8 1 L(2)#E7 RE5AR > #5 REBARS CONT. , 0 - WOOD BASE , ' - , WOOD BASE D2 D2 #5* ROD 'a EA. DOWNPOUR ' #5* ROD e EA. DOWNPOUR MIN. 30" LAP ;; FINISH FLOOR MIN, 30 LAP ;� FINISH FLOOR u g/2 RECESS SLA 3 PROVIDE INSPECTION ' � ' ' PROVIDE INSPECTION FOR OUT - SUJG. FOR GAR. DOOR L - _ - � L - =' 1 {' 2 DRS. ONLY' Pl . P I P T�RL FOGY IN.G PORTS EA. VERT. r - - PORTS IS EA. VERT. - _ _ ------------- _ - \� — - x D 2 D T A I L 3/8" 1' - 0 POUR r _ _ _ JF POUR _ J (o MIL POLT'ERTHT'LENE GRADE r = = o o VJ c0 (2) #5� RE5AR BENT' TO ARCH a q-l.l -' AROUND SLEEVE, 30" LAP MIN. CRAKE i 1 • — �.► T `,' BOTH SIDES r - - VAPOR3ARRIER ro" - - - I LAPPED AND TAPED -4 O , o p (2 ✓ fizEBARS (2)#5 REBARS CONC: TO SPECS. i - i JOINTS. Lu 0) N z i d o 0) C- D2 D2 11-4 4" L - - - J #5 DOWELS SEE o Q) r0" MAX PVC 4 = r------ ----- SLEEVE I z q _ _ � - - - FOUND. FOR LOCATION 0 — GRADE ¢ ; a (�/ EXTEND FTG. 4 FOR CONC, FTG, REINFORCED X - _ , °� BRICK VENEER (2)#5 REBARS CONT.- SE �[ �• --, 4 PVC. PLUMB. DRAIN PIPE EXTEND FTG. 4 FOR --� U FOUN AT A i THRU STEM WALL BLOCK o = BRICK VENEER i a em Q ION PLAN i a MIL POLY'ERTHY'LENE w LL m i i CONC. FTG. REINF. UJ/ (2) (2)#5 REBARS 1 _0�� 4.. VAPOR BARRIER (o" #5 REBARS CONT. 4 CONC. FTG. RE INFORCED W/ LAPPED AND TAPED IL z 0 u6 zz (2)#5 REBARS CONT. JOINTS. roc 0([ REBARS Ul �- } ---•' 'I O1 OL I` �---I IC T ' I SAL= WALL &ECT I 7'rF I CAL WA &ECTION J #3 TIE 1� A T WALL FOOTING; W/ O OL I TSI C FOOTING '-4 (2 ✓BARS 1RI T�� FOOTING; 2 RE15ARS c D2 3/4"� 1'MC" D2 3/4"= 1'-0" D 12 o.C. DETAIL 3 /5 = 1- o C S 0 ( S� Q 0 Q Q << �u I I 0 l C 0 < < DATE U Q 6GAI 5HEE OF --F DECKING TYPICAL UJoaD 10d NAILS 6 4" O.C. TYPICAL OVERHANG 2X4 BRACING e 24" O.C. FRAMED WALL— ROOF DECI<fNG ( 2' MAX.) x-106 NAILS 'm 4" O.C. EXT, SHEATHING TO STOP A50VE CMU PER PLAN F'RE ENG. WD. SCISSOR TYPICAL OVERHANG Jlr" MAX. (2) 1Q�d EA. TRUSSES � 24" O.G. -f/lw" OS�3. SNEATHfNC� '. END PRE ENG. WD. SCISSOR 12" MAX. (2)10d e EA. END EXTERIOR FIN. TO SPECS. TRUSSES 24" O.C. ATTACH CROSS R CIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 10d TOE NAILED e UJ/ 4-126NAIL6 3 .C. PAPER BACKED LATH SCREED TO BE 1 BELOW T.O.M. PRE ENG. GABLE END TRUSS 2X4 X -BRACING EA. TRUSS TO 2X8 e S' O.C. TO E ENG. WD, S SO FASTENER PER TRUSS (2) 106 a EA. BOTTOM CI -TORO (4) 106 TOE NAILED Q ENG. 31IRD. TRU55 IN TR SES e 2 a E,4,2><5 KfN 8 VERT. TO TOP PLATE ROOF DEGG 2X4 DIAPHRAGM FRAMING EXTERIOR FIN. �/ O SH THING 48 O.C. IN FIRST FOUR (4) Q vAPOR 5ARRIER TO PASS —2X8 TOP PLATE FRAMING 5PACE5 ONLY WHEN TO SPECS. IN FRONT OF WEEP SCREEDEA. TRUSS JACKS SPAN 4'-0" OR GREATER SET BACK P EN GA E END TRUSS o OSB. SHEATHING GABLE 7/811 UJ/ (2) d EA. OT CI -TORO MOISTURE 5ARRIER AND 2X8 VERT. 24" OC(2) 4 TEXT. CEMENT (4) 106 TOE NAILED FINISH. FLUSH p OTH E BREAK PER GYP. BD. (SEE STRUC. NOTES GABLE W1 2X4 DIAPHRAGM FR IN �rH EDITION 201- R�iO3.1 �� 2X8 P.T. SOLE PLATE e 48 O.C. IN FIRST FO (4) '�2 " ANCHOR BOLT UJ/ 2" FOR NAILING PATTERN) SIDING FINISH FRAMING SPACES- N4fLE uJEEP SCREED -PER I W,45HER e 32" O.C. REFER TO TO TOP OF BOT M CHORD p) &TH EDITION 2017 - R 103.1.2.1 ;; 1*5 REBAR IN POUREDDETAIL A/D3 KNOCK OUT PRE ENG. END CONC. FILLED LINTEL BLOCK JACKS � 24" O.C. W/ 1 05 REBAR FOR FLASHING S -0 MAX. CONC, BLOCK WALL REQ` II � - � �END ' I' GTP. £D. (BEE "aTRUC. NOTES TYPICAL CMU WALL G-ro NO - g lOd NAILS sr � D3 3 4" O.G. �'� FOR NAILING PATTERN) _0 D3 ATTACH CRO55 BRACING CONCRETE —ROOF DECKING BLOCK WALL. •d UJ/ 4-126NAIL5 3" O.C. � 2X8 P.T. SOLE PLATE A (I I PRE ENG. WE). SCISSOR PRE ENCS. WOOD TRUSSES � I 1/2"-P ANCHOR BOLT UJ/ 2 Q) D3 TRUSSES s 24" O.C. 24 O.C. C -1 A L I WASHER a 32" O.C. ]1 (2) 10d NAILS 3ONC FILLED REBAR LINTEL BLOCK TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +— 1/49' F W1 1 05 1" EDGE1 1 1/2" EDGE 2 1/2" EDG4 45 24" O.C. 2X4 LOOKOUT e 24" O.G. ROOF DECKIN � Q) TYPICAL OVERHANG 2X4 BRACING 24 O.C. 0 ( 12" MAX.) 106 NAILS e 4" O.C. SHIM UNDER TRUSS COMMON ZC� x Z x 8"X8"XI(" CONC. LINTEL\ -2X4 BLOCKING 24 O.C. 11.1 � � 1 1/2" = � DBL. 2X8 TOP PLATE ::f N N N BLOC CONT. POUR (STAGGERED) _ UJ A CONT. PRE ENG. UJD. S ISSO .� 1/ 2 1/ 1/1( OSB. SHEATHING 1 #5 REB R USES 24 c\ N odx CONC. BLOCK UJALL 4 EA. 2X4 ) lOcl E COMMOW"i 2XS VERT. 24 O.G. odX3„ x x BELOUJ EA. TRUSS—TAIL 12 MAX. Df 4MING COMMON z G_4 2X4 X -BRACING 4 ST FFZ71rtR (4) OPP. SIDE U 81 4. 2X8 VERT. D3 AMING SPACE - ILEO z 0[ E 8' O.C. TO TO TOP OF BOTTOM C RD U �fill 3RD. TRUSS IN _ f'o 2XS P.T. SOLE PLATE 1OdX3" COMMONcfJ '�2 "0 ANCHOR BOLT W1 2" ROOF DECKING (2) 10d END x OPP. SIDE 4 , WA5HER a 32" O.C. PRE ENG. WD. SCISSOR OF BLOCKING Q) 1'TRUSSES s 24" O.G. -(2) 10d e NAILS e 12 O.C. 0) II # 5 REBAR IN POURED (2)2X4's (2)2X6's (2)2X8's KNOCK OUT xor ATTACH GROSS BRACING 2X U1LT-L�P 5TLZ) W1 4-12dNAIL5 3" O.C. 01�1�MN DT;�IL-& G--1 A � I �: (2) lOd NAILB EA. �/1�" 065. SHEATHINGs ; - ; _ D3 END OF BLOCKING REFER TO 1'/2 -1 0 THRU BOTTOM CHORD DETAIL A/D3 2X4 VERT. e 24" O.C. , BOTTOM CHORD OF TRUSS (4) 10d NAILS s EA. FOR FLASHING 2X8 PLATEG_2 BLOCKING TO PLATE REa.2Xro P.T. SOLE PLATEAt u. IL L 2X8 GRIP'LES D3 lOd NAILS • i i. /2 "(' ANCHOR BOLT W1 2 s 2X4 BLOCKING e 24" O.C. a 4" O.C, WASHER e 32 O.G. p (2) 2X(o HDR. -UP TO (o'(o (2 2X8 HDR. -FROM 6'i TO 10' 2X8 P.T. SOLE PLATE .' `----EONC. FILLED LINTEL F3LK. �- UJ/ 1 *5 REB,4R ..,._.._ I/1e" OSB. SHEATHING tuu 45 o EA. SIDE �'---CONC. BLOCK WALL s LL 2X8 VERT. � 24 O.C. -2 A - 2X8'5 e 24"O.G, b_. — (4) 106 TOE NAILED 3 O I FLAT BOTTOM GABLE END 2X8 SOLE PLT. i -�"'`_ `' i`� i ail ___ 2X8 P.T. SOLE PLATE ROOF DECKING -, - , I� 2X4 LOOKOUT e 24 O.G. TYPICAL OVERHANG 2X4 BRACING 24" O.C. 3 2XS FULL_(12° MAX.) 10d NA1L5 e 4" O.C. LENGTH 5TUD3 JL------_-==__-�� ° G -S L ENE:) 0 �______ _ 2X5 HEADER __====== PRE ENG. WD. S I53C> 0 STUDS , I , I ° DOUBLE DOOR SINGLE DOOR WINDOW '/2' 0 ANCHOR a BOTTOM CHORD OF TRu88 '�' SSES 24" 2)10 .E 50LT5 UJ/ 2.. ' G-2FOR MULTfPLE WINDOWS, AND I I , 2X8 PLATE 12 MAX,MIAX DOORS U5E 2 TAPCONS F'ER UJ,4SHER e 32" O.C. , 2X8 CRIPPLES D3 e 48"DI , P 5T FAMIN 4) L 2X4 X-15RACING o). WINDOW AT THE 1-1E,4D ,AND 4 (2) 2X�a HDR. -UP TO /o'(0 MING SPAG__ AILED Q T,4PCON8 AT THE JAMB. S O.C. TO TO TOP OF BOTTOM RD BLOCKING 4 SHEATHING (2) 2X8 HDR. -FROM ro �I TO 10 3RD. TRUSS IN mBUCK ATTACHMENT DATA GLASS O�ENING SEt HDR. BEHIND TRu35 CHORD IF NECCESSARY BUCKS 5a--I,4LL 8E 1x4 0R .2x8 FT AT WINDOWS OR 2x5 1="T AT g � g E�) 5T18 a EA. SID - - - Al (2) 106 e END ATTACH CROSS BRACING DOORS IN PINE OR SPRUCE. AT WINDOWS ATT,4CH BUCKS TO D3 OF BLOCKING --=_-�- i UJ/ 4-12dNAIL5 3" O.C. N BLOCK WITH COMMON T -NAILS AND i=LACEMENT 51MIL.AR TO , ! ^"-�'= I E 2XS S � 24 D.C.E T,4PCON5 SHOWN. AT DOOR5 OR FIN WINDOW& IN BLOCK, ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING 'I 2X4 BLOCKING- PARALLEL p 2X8 SOLE PLT. rr-�' I i LU/ EACH 2X8 VERT. ATTACH BUCKS w/ 2 T-NALL5 TDF' AND BOTTOM AND 8 O.C. W/ 2-126 NAILS EA. SIDE I I . STAGC;ERED IN THE FIELD. 2X8 FULL - °r p. •� I � ----------- - - - , I •` 2X8 BLOCKING- BETWEEN Q LENGTH STUDS REFER TO EACH 2X8 VERT. USE MIN. 21%. " T -NAILS w/ lx 5UCK. USE MIN. 1%. " x 3" TAPCONS - - - ----I - - - - - - - -• ,. a• °• t DETAIL A/D3 106 NAILS 12" O.C. 2X8 HEADER. •' Yr , • •I r � � . •o:' FOR FLASHING `O w/ 2x BUCK. 5T,4RT ,4LL END TAPCONS WITHIN ( OF ( PRE -ENGINEER ROOFI I 7/16" OSB. SHEATHING V CORNERS AND 30" ON CENTER MAXIMUM: TRUSS TOP CHORD STUDS , I I ; REQ. I I by ANCHOR , . , I I ' °• ,I 2X8 VERT, 'a 24" O.C. p... NOTE BOLTS W/ 2 tt., I III I �I (4) IOd TOE NAILED W,4SHER a 32" O.C. ; ' I; I, IN CASES OF BLOCK OPENINGS LARGER THAN DOO1R FRAMING: ' 106 NAILS 2X8 P.T. SOLE PLATE ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK W,4LL USING I � 4" O.C. a �` x 1/4" x 4" TAPCONS AT 3" FROM END AND 12" O.C. IN YCB D E TA I L GLASS OPENING CONC. FILLED LINTEL BLK. THE CENTER. ATTACH TOP FRAMING TO HEADER USING 1/4" X 13%"2 RIDGE IDTA L D3 N.T.S, BLOCKING 4 SHE A HIND UJ/ l �:EBAR c T,4PCON5 W1 (1) roFROM END TO END AND 12 O.C. IN THE. CENTEfiCONC. BLOCK WALL�?. D3 N.T.S. 3 SCISSOR GA5LE END t er CE 12-0 0 F L Q 0 u � a Q ' a x Q) � a o 0- 6 � [ Q � R� a Q C u Q 0 C f* G < PATI p scAl SHEE SEE DETAIL A/D2 ---2X4 LOOKOUT a 24" O.C. FOR ROOF TYPE, TYFIGAL OVERHANG DECK TYPE, ' (' 12 " MAX. ) ' a u FASCIA TYPE AND (� OVERHANG 5x5x7 L -FLASHING UJ/ CONSTRUCTION _ 2" OVERL,4P AT EA. PIECE ATTACH CRO55 MAX. 41 UJ/ 4-126NAIL6 31, O.G. EXT. i/1(0" 055. SHEATHING - - - - - - - - 30 KEBABS UJALL7 PRE ENG. GABLE END TRUSS D4 2X4 X -BRACING e S'-0" O.C. TO RECESS IS 3RD, TRUS IN FOR OUT -&WG. (2) 106 e) END OF BLOCKING DRS. ON Y �y0� 5T18 s 32" O.C. ®O 10d NAILS 'a 4" O.C. „ DBL. 2X4 TOP PLATE 5XSX12 L -FLASHING FIRST PIECE ONLY 2X4 BALLOON FRAMING • \\ o 1(o 11 O.C. 3) ROOF REBARS ALT, Tp ( , RECESS FOR 5 Tm PRE1"1;4NUFACTUizED INSULATION EDEE74L BAFFLE BETWEEN EA. TRU55 N.T.S. H10 6 EA. TRUSS 32%IN� ROOF DECKING 2X4 BRACING 6 24" O,C. lOd NAILS e 4" O.C. PRE ENG. WD. 5P11550 TRUSSES e 24" O. )10d@E X4 RA FRAMING 0.0 FIRST FOUR (4) AM SP 5- NAILED T Of' OTT C1-10RD -(2) 106 ia EA, BOTTOM CHORD 1/2 " SAG RESISTANT OR Nall GYP, BOARD PLACED PERP, TO CLG. FRAMING ATTACH CROSS BRACING l.U/ 4-126NAf L5 3" O.C. 1/2 " GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE RE5AR5 SEE DETAIL ,A/DZ D4 FOR ROOF TYPE, 1/ 'I EXP. JOINT _ DECK TYPE, , 2 SAG RESISTANT �D --� OR 5/61, GYP. BOARD i— X — — — FASCIA TYPE AND PLACED PERP. TO CLG. w u L 17 x I, - -,, OVERHANG FRAMING Lu 1111 - }- CONSTRUCTION --- ----- (2) 2X HEADER (2X ) 5 T - } I� � � S PAN UP O� C3)#5 Q` (2X12) SPAN �' TO 12' } � z 5P4,6 OR S 32 "O.C. STUD TO fu rnr REBARS w ALUM. UJINDOUJ lizEFER TO • , , �- TOP PLATE C3)#5 X FLOOR PLAN 4 ELEV, FOR REBARS \ } `'---' ---' KEBABS D4 � 3�#3 TIE BARS p4 1'-8" 4" 'm12" O.C. STRUCTURAL SHEATHING p ATTACHED PER NAILING 0 41/2 RECESS SLAB SCHEDULE SEE DETAIL 1/D5 FOR DOOR _ = ad NAILS 3" O.C. WALL SHEATH. X 0 m�`t — _�K, TO EACH VERT. UJEB i.:-- ---•� p • }- 2X4 BLOCKING '4 EA. HURRICANE 5TRAP 3�24" (3)#5 GABLE END FLOOR TRU55 UJ/ iREBAR5 UO D4 W M c� HETA16 W1 (10) 10d X 1 Y" iR'ECESS IS � � I , C3)#5 Z NAILS 'a32" O.C. FOR OUT-SUJG, i ( KEBABS W REFER TO DETAIL A/D3 FOR 71/2.11 �. X FLASHING REO. DRS. ONLY' > L•---' ---' REBARS "------_ 2x4 SOT, PLT. UJ/ (2) 1 37 38 1 4.. 3 TIE BARS '^S og) 12 O.C.126 NAILS e 12" O.C. , � Cv S" " 8d NAIL5 3O.C. WALL ' 16 " PRE -ENG. ' (3)#5 KEBABS PARIES SHEATH. TO EACH TRUSS FLOOR TRU55 .� - - 3i 1 "g114 w — — 2X CONT, R155ON ---' It TOP 4 BOTTOM UJ/ D4 p X dJ = (2) 106 NAILS TO EA. TRUS UL y' g.. RECESS SL,45 \ FOR DOORN SIMPSON HETA16 UJ/z 6 1 ` T—=X o c� i i (10) 10d X 1 1/2" NAILS , I , -� o0 EACH TRUSS RE5AR5 1.0 REFER TO DETAIL • �, r4 i C3)#5 x 4/D3 FOR } 0- - -1 - RE5AR5 FLA5HING REQ, (3)#5 REBARS --- -"`Z #3 T I E 5AR5 ALT, J0f5T DI R,1 _g 1 12 O.C.GRADE cQ BOTTOM OF S.. FTG 12" MIN F.F. BELOW - - - - - - VARIES GRADE --gip Z CTYP) Lu—� w \-(3)05 1RE514R5 �/ MM vcj LAK- • ' � W � r" 42 all 4" REBAR5 D4 DESIGNATIONS) I 1 I 1 1' dlilI U , .1' -j— m. — _ SEE DETAIL A/D2 ---2X4 LOOKOUT a 24" O.C. FOR ROOF TYPE, TYFIGAL OVERHANG DECK TYPE, ' (' 12 " MAX. ) ' a u FASCIA TYPE AND (� OVERHANG 5x5x7 L -FLASHING UJ/ CONSTRUCTION _ 2" OVERL,4P AT EA. PIECE ATTACH CRO55 MAX. 41 UJ/ 4-126NAIL6 31, O.G. EXT. i/1(0" 055. SHEATHING - - - - - - - - 30 KEBABS UJALL7 PRE ENG. GABLE END TRUSS D4 2X4 X -BRACING e S'-0" O.C. TO RECESS IS 3RD, TRUS IN FOR OUT -&WG. (2) 106 e) END OF BLOCKING DRS. ON Y �y0� 5T18 s 32" O.C. ®O 10d NAILS 'a 4" O.C. „ DBL. 2X4 TOP PLATE 5XSX12 L -FLASHING FIRST PIECE ONLY 2X4 BALLOON FRAMING • \\ o 1(o 11 O.C. 3) ROOF REBARS ALT, Tp ( , RECESS FOR 5 Tm PRE1"1;4NUFACTUizED INSULATION EDEE74L BAFFLE BETWEEN EA. TRU55 N.T.S. H10 6 EA. TRUSS 32%IN� ROOF DECKING 2X4 BRACING 6 24" O,C. lOd NAILS e 4" O.C. PRE ENG. WD. 5P11550 TRUSSES e 24" O. )10d@E X4 RA FRAMING 0.0 FIRST FOUR (4) AM SP 5- NAILED T Of' OTT C1-10RD -(2) 106 ia EA, BOTTOM CHORD 1/2 " SAG RESISTANT OR Nall GYP, BOARD PLACED PERP, TO CLG. FRAMING ATTACH CROSS BRACING l.U/ 4-126NAf L5 3" O.C. 1/2 " GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE RE5AR5 SEE DETAIL ,A/DZ D4 FOR ROOF TYPE, 1/ 'I EXP. JOINT _ DECK TYPE, , 2 SAG RESISTANT �D --� OR 5/61, GYP. BOARD i— X — — — FASCIA TYPE AND PLACED PERP. TO CLG. w u L 17 x I, - -,, OVERHANG FRAMING Lu 1111 - }- CONSTRUCTION --- ----- (2) 2X HEADER (2X ) 5 T - } I� � � S PAN UP O� C3)#5 Q` (2X12) SPAN �' TO 12' } � z 5P4,6 OR S 32 "O.C. STUD TO fu rnr REBARS w ALUM. UJINDOUJ lizEFER TO • , , �- TOP PLATE C3)#5 X FLOOR PLAN 4 ELEV, FOR REBARS \ } `'---' ---' KEBABS D4 � 3�#3 TIE BARS p4 1'-8" 4" 'm12" O.C. STRUCTURAL SHEATHING p ATTACHED PER NAILING 0 41/2 RECESS SLAB SCHEDULE SEE DETAIL 1/D5 FOR DOOR _ = ad NAILS 3" O.C. WALL SHEATH. X 0 m�`t — _�K, TO EACH VERT. UJEB i.:-- ---•� p • }- 2X4 BLOCKING '4 EA. HURRICANE 5TRAP 3�24" (3)#5 GABLE END FLOOR TRU55 UJ/ iREBAR5 UO D4 W M c� HETA16 W1 (10) 10d X 1 Y" iR'ECESS IS � � I , C3)#5 Z NAILS 'a32" O.C. FOR OUT-SUJG, i ( KEBABS W REFER TO DETAIL A/D3 FOR 71/2.11 �. X FLASHING REO. DRS. ONLY' > L•---' ---' REBARS "------_ 2x4 SOT, PLT. UJ/ (2) 1 37 38 1 4.. 3 TIE BARS '^S og) 12 O.C.126 NAILS e 12" O.C. , � Cv S" " 8d NAIL5 3O.C. WALL ' 16 " PRE -ENG. ' (3)#5 KEBABS PARIES SHEATH. TO EACH TRUSS FLOOR TRU55 .� - - 3i 1 "g114 w — — 2X CONT, R155ON ---' It TOP 4 BOTTOM UJ/ D4 p X dJ = (2) 106 NAILS TO EA. TRUS UL y' g.. RECESS SL,45 \ FOR DOORN SIMPSON HETA16 UJ/z 6 1 ` T—=X o c� i i (10) 10d X 1 1/2" NAILS , I , -� o0 EACH TRUSS RE5AR5 1.0 REFER TO DETAIL • �, r4 i C3)#5 x 4/D3 FOR } 0- - -1 - RE5AR5 FLA5HING REQ, (3)#5 REBARS --- -"`Z #3 T I E 5AR5 ALT, J0f5T DI R,1 _g 1 12 O.C.GRADE cQ BOTTOM OF S.. FTG 12" MIN F.F. BELOW - - - - - - VARIES GRADE --gip Z CTYP) Lu—� w \-(3)05 1RE514R5 �/ MM vcj LAK- • ' � W � r" 42 all 4" REBAR5 D4 DESIGNATIONS) MARBLE STOOL U �-- iR-11 IN5UL. J ,,-2X4 STUDS o 1(o" 0,C:. 0 ,-2X4 BOT. PLT. UJ/ Q (2) 126 NAILS e 12" O.C. WOOD BASE tu w FINISH FLOOR cn OR 5/a" GYP. BOARD 1(0" PRE -ENG, ' PLACED PERP. TO CLG. FLOOR TRU55 SYSTEM '/2" SAG RE515TANT OR 5/all Sf'P. BOARD PLACED PERP. TO CLCD. FRAMING -5X8 CONC. LINTEL 5LOCK REINFORCED UJ/GONG. 4 (1) 05 REBAR CONTINUOUS 1 S5 DOWEL &f=ECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING p�.3/,411= 1' -0" PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRU55 1-410 os EA. TRU55 ----------- SEE DETAIL A/D2 FOR ROOF TYPE, ; DECK TYPE, ' FASCIA TYPE AND OVERHANG i u CONSTRUCTION ------ --- 5PH4 e EA. STUD 1/6" TEXTURED CEMENT FINISH OVER METAL LATH OVER -1/1(o "_\ 058. SHEATHING 4 WEATHER RESISTANT MEM51RANE HOUSE UJRAP N HORIZ, LAF SIDING OVER 1/16" OSB. SHEATHING NAILING- PERIMETER- (o" O,c, INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE 1/2 "O ANCHOR BOLT UJ/ 2" WASHER os 24" O.C. 2X4.T. SO AT P SOLE 1='L E ad NAILS s 6" O.C. REFER TO DETAIL A/D3 FOR FLASHING REO, SX8 GONG. LINTEL BLOCK- SEE FLOOR PLAN FOR RE INFORCEMENT 30" MIN L,4 3/a ° TEXTURED CEMENT - WASH ON ALL CONCRETE 5LOCK ADPL ICATION SXSX1(c CONC, BLOCK WALL �U 1 p" 3/4" = V-011 ml Z GRADE cp, BOTTOM OF FTG 12 MIN BELOW GRADE E'R'E„ ENG. WD.TRU55E5 24 O.C. \iU U Q) cri INSULATION c� 0 SEE FLOOR PLAN FOR TYPE SAG RESISTANT' OR 5/a" GYP. BOARD ' PLACED PERP. TO CLG. FRAMING 2x4 DBL. TOP PLATE N _I S-3 to .z x 2x4 BLOCKING � x EQUALLY SPACED 2x4 BLOCKING 24" O,C. II 1/2 GYP, BD, 2X416"O.C. 2X4 24" O.C. �s R-11 BATT INSULATION Q .50 51=H4 EA, 2X4 VERT. 0® '/2" C:; 'P. BD. ON 1 "X2" P.T. FURRING UJ/R-3 RIGID INSULATION NS) to c-0 Q uQ 3 1— 1 #5O REBAiR IN Lu 0 FILLED CELL- ® Q) SEE FOUNDATION PLAN FOR Z 0 0 LOCATION E Q® WOOD BASE w �0 FINISH FLOOR 0� —r 1 54) DOWEL 'a SPECIFIED TZ LOCATIONS c� (SEE FOUNDATION PLAN) u ALT. MONOLITHIC FOOTING m N WALL SECTION d s I NOTE: 1/2" PLYWOOD OR 1116" 0.5.5. TO 5E USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REa'D, EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN, 11-01, W/O BREAK 145v. 2nd FLOOR 50TTOM FLT. TO T.O.M. -jCr-lU UJALL 1L INC t ��4DUL= (2)ROLU5 e 3" O,C, AT TOP AND (I)ROLU AT OF WALL, (o' O.C. ALL OTHER EDGES AND FIELD. 5LOC<ING 5k4LL BE PLACED AT 5HEAT4NG JOINTS. 5OTTOr-1 12" IN ALL L D5L. TOP PLT. BEYOND NAILING PATTERN z PER NAILING; SCHEDULE.11 WALL SHEATHING 5FLICE-7/ 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS lit" u tim PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. D5L, TOP FLT. 5ET'OND NAILING PATTERN MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. PER NAILING SCHEDULE- 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE "BOWED WALL SHEATHING SPLICE -7 / F r HUNGS) TO AVOID OUT" INSTALLATION. s 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE tlits ULU tz:#_-g tt t:s FlEg at 1:113 t2j"car OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO Jo 0 OPENING. 0 0 *7* • 0 0 0 0 04 80 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE • 50T. PT, I=LT, 5ETONFD REMOVED. 0 0 0 0 -jCr-lU UJALL C,45INET MATCH C; la"Xiall Cl, I" METAL OF METAI METAL Lr OVER ALL OF ROUGH OPENING. CHUTE 5HEAT1""tNG; ELEV. 2. SET WINDOW UNIT. N,T,5, 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE 2-5TOfR`� FfRA�IING; FLASHING OVER NAILING FIN AND BLDG PAPER, 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. I/Iro tl OSB SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUD JOINT GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATW16E (2) I(d NAILS NAILING I=EifR EACH END SCHEDULE A 4— ,5HEATHING LOC .IN aH0fRlZ0NT,4L JOINTS N,T.5 3%4" FLTUJ I " FLANGE WD. TRIM L4UNDfR"'� C��L�TE DETAIL 1/211= P -(d1' (IIX17) I`= 1'-0" (22"X34') ININ REVS 04-13, L E 0<- Q) x < o t 3 M +J 14 Q) s_- < cn L Q) Q) Q) <1 3 LL F= C C E c cr C DATE o SCALI DR,41J, 5HEEI 11 or- 5�EAid 1NG; LE V. L AL LOON FFAt-11NG 17,5, INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. D5L, TOP FLT. 5ET'OND NAILING PATTERN MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. PER NAILING SCHEDULE- 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE "BOWED WALL SHEATHING SPLICE -7 / F r HUNGS) TO AVOID OUT" INSTALLATION. s 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE tlits ULU tz:#_-g tt t:s FlEg at 1:113 t2j"car OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO Jo 0 OPENING. 0 0 *7* • 0 0 0 0 04 80 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5, INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY • 0 0 OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE 0 a 0 0 0 0 0 WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A a 0 0 0 MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE * 0 0 6 0 • 0 0 0 0 SECURED. • • 0 6, CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT :1: 0 0 0 0 0 0 0 USED. - FLOOR SYSTEM 5El`OND 0* 00 a 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 0 a a 00 0 • 0 0 0 0 00 0 0 0 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. 0 i:ovt f — — TO — TO DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 0 0 0 0 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, 0 -0 0 — -0 ALLOW 1/4" CAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR CMU IIJ WALL AkK PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR T.Ll FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING C,45INET MATCH C; la"Xiall Cl, I" METAL OF METAI METAL Lr OVER ALL OF ROUGH OPENING. CHUTE 5HEAT1""tNG; ELEV. 2. SET WINDOW UNIT. N,T,5, 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE 2-5TOfR`� FfRA�IING; FLASHING OVER NAILING FIN AND BLDG PAPER, 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. I/Iro tl OSB SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUD JOINT GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATW16E (2) I(d NAILS NAILING I=EifR EACH END SCHEDULE A 4— ,5HEATHING LOC .IN aH0fRlZ0NT,4L JOINTS N,T.5 3%4" FLTUJ I " FLANGE WD. TRIM L4UNDfR"'� C��L�TE DETAIL 1/211= P -(d1' (IIX17) I`= 1'-0" (22"X34') ININ REVS 04-13, L E 0<- Q) x < o t 3 M +J 14 Q) s_- < cn L Q) Q) Q) <1 3 LL F= C C E c cr C DATE o SCALI DR,41J, 5HEEI 11 or-