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HomeMy WebLinkAbout3939 Night Heron Dr 18-2667 (a)w oE-= tum V W 9� 0� Q p� no o � � (� Q o�o _j U- (� L N to �L � 3 �6 N �X FS- 4) � S N U N � -0 _w M 111 U � N �II S D 9-3 � � L --3 Q LU � S W S '' v LU 0 o uo Z L� O s � � 0 m � LL JZ 0 r U� 0 /C)� 3 w LLI > 0> s US LU N aL Z_ (L L L cu n N � ZI 1- or N (� co w S Lll z -� v N �j iL o U.l 0 Nw N U T N O N o U TO SUIT EQUIP. FUR " T` F. SIDES BHT. ANCxLE z BRACKETS OR 2' pC WIDE 20ga GALV. LL PTULAB�Vi--"BA5E Q- FLOOD ELEVATION CONDENSOR UNIT 4' THICK CONC. uj PAD SEE PLAN FOR UNIT c) LOCATION O� REFRIGERANT PIPING TO AIR CONNECT TO 1l�QPH(�; �NffET METAL SCREWS UJ/ GASKETED WASHERS 4 CONNECT TO PAD UJ/ r%.'Xll/¢' TAPCON SCREW OR :I/a" BOLT. SEE TABLE FOR OTY. PER "CHOR SPACING LENGTH / SIDE . OF ANCHOR/SIDE LESS THAN f2' ONE / SIDE 12' - 24' TWO / SIDE 24' - 36' THREE / SIDE 3ro' UP 8 5tcns d UP IFOUR / S In GOND. �NCN IDE OF,, DET. 1 I I FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 2. a DENOTES FILL CELL REINF. W/ CONC. UJ/ (1) #50 REBAR. GRADE 60 3. e DENOTES FILL CELL REINF. l.U/ CONC. UJ/ (2) #50 REBAR. GRADE 60 4. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY' ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5. WATER HEATER T 4 P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. (o. 0 DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4' THICK WITH 6X6 10/10 GAUGE REINFORCING MAT. WITH MIN. 1' COVER. TERMITE TREATED SOIL WITH .006mm (6 mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED SLAB 80L5TERS. *FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH. �. PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE SLAB IN AREAS PAVERS ARE USED_ S. ANDARD FOOTI D2 NOT USED � _ � _ � ;NA4TE F G L ` J� J. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED 5Y COMMUNITY AND COUNT`t' CODES. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 11. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.482 FLORDA BUILDING CODE. F0UN[:) AT l ON FLAN 11411 1An I/S"-1'-0" (11X1-() I/4"-1'-0" (22X34) 0Q) -0Q) 0� Q 0� no u� r••,.y L (1 0� U� 713d) M � U �L � 3 �N uv sx N u 7 Q �0 ua ro uL Lu u :3 �o z 9-3 Q N� i= z Lu o O 00 U� Q � � .5 m � -13LL� Lu O 0 r U� 0 (�� 3 ♦ \ \ � L C, W s > 0 Q) � 0 Lu w u L o � Q)o _z L L ci Q o� F - Ll S ,z U v � � L N(o Lu (P D N o Lu �- tx (. � o O O ■ TABULATION FLAN W1 DIMEN51ON5 UPPER LIVING ---------------- 1,021 SF. LOUDER LIVING ---------------- 1,549 5F. TOTAL LIVING---------------- 2,5-10 SF. GARAGE--------------------- 629 SF. ENTRY PORCH---------------- 9i SF. LANAI ----------------------- 11-1 5F. FRONT BALCONY-------------- N/A SF, REAR BALGONY-------------- N/A SF. TOTAL UNDER ROOF 3,413 SF. GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOS SITE, 2. DO NOT SCALE PRINTS! CON5TRUCTION TO BE FROM CALCULATED D IMEN51ON5 ONLY. ANY D15GREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL D IMEN51ON5 TO BE 31/2' UNLE55 NOTED OTHERW15E. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE -11/2' UNLE55 NOTED OTHERWISE. 5. PULL ALL DIMENSIONS_ FROM THE REAR OF PLAN. PLOOF, FLAN W1 DIMEN51ON5 �41 a El 2'-4' 1' 11,4-- 11/8'=1'-0' I/ON =V-0'(11X11) 1/4"=1'-0' (22X34) .o � o � 12-0,-14 �9Q) o:3 Q o Q' Z g� i 0 Ion-., �� d `� CL .5 w l 0 o CL G►I N U 6 8 Ca .�C, U� •' OQ.. Z O �) W 5 O p�70 LZ YJ L �X ��y$ aw�� N � �9 o w ro� LL w Q �3 L Z LU (D ful O �`a no z �Q) cim � a D � � LL S 0 w' w .L r U� L LL � 0 0 LU E Q) s � << Ln u 3 � Cl Z L L Q) Q) 0 Q d) DATE 03- uu � 0 SCALE 45 NO ui DRAWN JOB SHEET y i-- _ 0 O2o3z O OF SHE LOAD INFOFRMA`iION NOTE: DOOR FROM HOUSE TO GARAGE MUST PER 6TH EDITION, 2011 FLORIDA BUILDING BE SOLD WOOD DOORS NO LESS 1 3/5" RESIDENTAIL CODE IAW 8302.5.1 DEAD LOADS FLOOR: STRUCTURE -------------- -1 PSF CEILINGS -------------- 3 PSF EGRE55 WINDOW eCHEDUL MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF MIN. NET CLEAR OPENING SH25 33 1/2" H. X 30" W. TOTAL -------------- 20 PSF 51 SOFT ROOF: SHEATHING ------------- 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF p TOTAL -------------- 20 PSF 133.7 1 +1 for Q FLOOR LIVE LOADS144.01-1 W9Q) RESIDENTIAL FLOOR: ------------ 40 PSF PR. SH25 ---------------------------- _ UNINHABITABLE ATTIC - - - - - - - - -- - - - -- - - -- WITHOUT STORAGE: ------------ 10 PSF (2) R4SH. Q) --------- �1L UNINHABITABLE ATTIC LANAI o ciaS- W/LIMITED STORAGE: ------------ 20 PSF 9'4 CLG. O o ROOMS OTHER THAN .- - I wIC ROOM: ------------ SLEEPING 40 PSF x 9'4 CLC. SLEEPING ROOM: ------------30 PSF F3 -1.6 -T-+-] � �� �� � UL -0 0 134.61 - STAIR �s LIVE LOAD--------------- -40 PSF__ __ C `- BALCONIES: - - - - - - - - - - - - - - - 40 PSF 12080 S.G.D. RASH: �� HB %PASSANGER VEHICLE GARAGE: - - - _ 50 PSF � 9 ROOF LIVE LOADS - Q) MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEMBER - - Ct= AT - ROOF SLOPE 0-200 201-600 OVER (oOO 1 - - e o r� Q Q 0:12<4:12 20 16 12 QO 3 �� z w L G F- Q) >_ 4:12 < 12:12 16 14 12 - aL cn X c >_ 12:12 12 12 12 IN I � � 1S . w 1=AIVIIL�' e u + CIO _ _ I 9'4 CLG. MC :r V E WIND IN1=0RMATION ao° � DW 1 ,� N� PER 6TH EDITION; 2011 FLORIDA BUILDING z9 RESIDENTAIL CODE --- I1 C9 -- ------ --- - ,0 1. BASIC WIND SPEED: ----------- 140 MPH I I' .` (2)20,505c. 1 _A L,I------------- 2. WIND IMPORTANCE FACTOR: --------- N/A U1 3. BUILDING CATEGORY: --------------- B I I I I I V o 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE 05 - L_ ' S F. z 4 1 1 ► E Q N D P cn r I I 1 ► 1 � �'? � L 5. COMPONENT / CLADD INCA- - - - - SEE PLAN - - I I I ► I I I I z ? Z ; DESIGN WIND PRESSURE: SSW. ' :3 =} - - - i TRAY CLG. + I XXX JDE51GN WIND PRESSURE IAW FLA - L - - - - - - <1 v wt� p XXX RESIDENTIAL CODE, SECTION 8301 40.77 + ' • I I I I w t ' 44.40 '4 C w NOTE: DESIGN PRESSURES BASED ON I I 1 I CV 0 p �� 2868 FBG. DR. LAUND.---------- -- �'�,, Com O 4-0 BASIC WIND SPEED AND NOT ULTIMATE CHUTE -,- -. 9 18 , , 00 v 0 0 WIND SPEED. W/ STOOP it N� L �---------------y _ u 2 880 p GENERAL NOTES CU. I _ Q 1 ' I � 10-0- 1. •N 1. PROVIDE RECESS HOT 4 COLD WATER ' �'14- ;1 T -0`� 1u_ E IN A L 4 WITH DRAIN WASHER SPACE. J. DRYER I U s 0 2. VENT DRYER THRU ROOF. VENT ' O @ "- �� _ 3. PROVIDE COLD WATER LINE FOR RECESS. I cVtu ICE MAKER LINE @ REF. SPACE. PLUMB_ I R-11 INSULATION �j 0 0 WATEf' SOFTNER FLEX 1- 4. DO NOT SCALE PRINTS! CONSTRUCTION LOOP 4 DRAIN - CURB 9'4 CLC_ TO BE FROM CALCULATED DIMENSIONS V�i�IFY LOC. o 0 0 ONLY. ANY DISCREPANCIES OR ERRORS CARAC 30&0 FBG w TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. ; 9'4 CLG- W/ 14 S.L. 000 �j 3,3.7 + 0 �, 0 44.0 w 5. MECHANICAL EQUIPMENT LOCATION TO BEAA DETERMINED BY COMMUNITY STANDARDS `- --- I 1 wQ AND ADPLICABLE COUNTY CODES. ; GARAGE SHALL BE SEPARATED SH25 5H25 > L I I FROM THE RESIDENCE 4 ITS ATTIC 1 135.31+1 I 135.31+1 N Q; p I I AREA BY NOT SS THAN '� " Y r 47.2 - 47.2 - p 6. DENOTES CONC. BLOCK 1 I LE 2 GYP. L WALL HGT. e 9'-4" A.F.F. BD. APPLIED TO THE GAR. SIDE._PC1-1 I 1 00 " 10'8 CLC, f 9'4 CLC. _ �- 9 " L PROVIDE 5/8 TYPE X GYP. BD. �- DENOTES CONC. BLOCKHB AT CEILING ONLY APPLIED PER- - - - - - - ------- e --------- WALL HGT. o 1O -H„ A.F.F. 24.5 + PEND ICULAR TO CEILING FRAME. - o 1. REFER TO TYPICAL DETAIL SHEET FOR 5/0XI/0 OH.GR.DR. 24.0 + Q f o EXTERIOR WALL FINISH SPECIFICATIONS ------ _ _ _ _ _ _ _ _ _ 24.5 16/0X'1/0 OH.GR_DR. 3:I o)-� 8. REFER TO DETAIL SHEETS FOR FLASHING ------------------------ ------ p M Q) GROUT SOLID �. �--- 0-� REQUIREMENTS AT ALL WOOD TO cn MASONRY INTERFACES zUT SOLID u GR OUT w s 9. ANCHOR THE CONDENSER UNIT TO SLAB w PER CODE: M 1301.1 - M130-1.2 - 0 10. ALL INTER. FIRST FLOOR CEILINGS AT 0 9'-4* UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT FLOOR PLAN W1 NOTES 11411 o U � 9-0 UNLESS NOTED OTHERWISE. 1/5'=1'-0' NIX1-I) 1/4"=1'-0" (22X34) N u GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31% UNLESS NOTED OTHERW15E. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE X1/2' UNLESS NOTED OTHERWISE. S. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. L FFEfR FLOO UJ/ DIMENSIONS 11411 >'=1'-0" NIXII) 1/4"=1'-O' (22X34) U N N 4 a w LL ff w U N D z 4 4 F - z w Q N LU Q O u z Q m 4 [1 O LL LU E- r_ c� Z O Q LU s w s LU N n z r e 0 z d N 3 O ci III LU Q N w f --- U N _N F-- LOAF-,) I NPOR„IAT I ON NOTE: DOOR FROM HOUSE TO GARAGE MUST PER 6TH EDITION, 2011 FLORIDA BUILDING BE SOLID WOOD DOORS NO LESS 1 3/8" RESIDENTAIL CODE IAW 8302.5.1 DEAD LOADS FLOOR: STRUCTURE -------------- -1 PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF PARTITIONS ------------ 5 PSF GR jCJ WINDOW SC�4F=DULE TOTAL --------------20 PSF 5H3050 33 1/2" H. X 30" W. MIN. NET CLEAR OPENING ROOF: SHEATHING ------------ 5 PSF 5_1 SOFT STRUCTURE - - - - - - - - -- --- 7 PSF CEILINGS - - - - - - - - - - - - -- 3 PSF I I Fe nn n', MECH/ELEC------------ 5 PSF TOTAL --------------20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 PSF UNINHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC W/LIMITED STORAGE. ------------ 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ------------3rd PSF STAIR LIVE LOAD: ---------------40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (6a. FT.) ^ FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-600 OVER (oO0 0:12 < 4:12 20 l ro 12 >_ 4:12 < 12:12 fro 14 12 >_ 12:!2 12 12 12 WIND INF0Rt"-1ATION PER 6TH EDITION, 201-1 FLORIDA BUILDING RESIDENTAIL CODE 1. BASIC WIND SPEED------------ 140 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- g 4. INTERNAL PRESSURE-- +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX IRE51DENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTE I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN a WASHER SPACE_ 2. VENT DRYER THRU ROOF_ 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE a REF. SPACE. 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO -SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. /o. DENOTES CONC. BLOCK WALL HGT. a NOT USED DENOTES CONC_ BLOCK WALL HGT. a NOT USED 1. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 9. ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 +1301.3.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. I I ALL INTER. SECOND FLOOR CEILINGS AT U PP R FLOOR P L A I �t W1 N O T 5 11 9'-0" UNLESS NOTED OTHERWISE. I/S" =]'-O' (IIX11) 1/4"=V-0" (22X34) r RASH.- EGRESS no :11 WIG fu Ito c 3 � 3 � t, 14 - �6 1w 11 - C7 Com") @ 5R.2 , BR.3 �-� � ® N 9 CLG. Q s� �s 0� LOFT 42H. KNEE WALL W/1X CAP ------- w `� H Co � � � � HANDRAIL R311_1,5. 5TH I I I I A � z... EDITION - FBCR C 1 g u 0 S6 34°-38" ABV. TREAD I I I 1 fus 8 ING ON OPPOSITE I I - - o �� WALL I I Z Q Iro I I I l d HV C A/ 1 1 11 ,-. LAUND. CHUTE _ - - - - - CHASE I 1 I 1 w -0 _ 1 I Q L R/A RASH. I I N s WIC O 9' CLG. ; 3 1„IC----------� u Iff z L� 14 F! , 14 o s Q co Q) S' CLG_ 0 DW. SHELF r u A.F.F. e �i /0X210 F.G. _ 13531+1 0 EGRESS o Lu 2/0X2/0 F.G IOXeF(3-' �`SH30 0353 ♦35.3 w47.2 �, m i r }3 fw � �E �0 ---- ____�- ______ e fu o� -------------------------------- - - - L --------------- -- - - - - -- - - - -- � 07 F -- C1 SI Z -L U � fL 0 Lu Q N_ N � Lu N A u � i-- � o °u (3) 3 FALSE CLAY-- PIPES- LAYPIPES- PROJ. 4' �D�T;41L N 1.. i� . 2. 2 2 ETAIL &A 3/4"=1'-0" (IIXli) 11/2"=1'-0" (22X34) FIBERGLASS SHINGLES 12 J, FLJV-43/4" /HDR. NGT. L IX(o SMOOTH FINISH SAND 1 cv 6A 2 EL. 12'-4" /PLT. HGT. FIBERGLASS SHINGLES eee ; eye _ 6A ENTRY .10'-53/4' /2ND. FN. FL. EL.lO'-83�a" /2ND. FN. FL_ EL. 9'-4" /PLT. NGT.RAD: 2'- 4' EL. 9'-4" /PLT. HOL GT. EL. V- Ott /HDR. HGT. EL. S'-0" /HDR. HGT. 18"X30" HF.RND. LOUV. VENT U1/ 1X�o SMOOTH FIN, SAND 1X(o SMOOTH FINISH SAND 1X8 SMOOTH FINISH SAND ' EL_ 0'-0" /FIN. FLR. EL. 0'-0" /FIN. FLR. 3V TEXT. CEMENTITIOUS TEXTURED CEMENTITIOUS FINISH FINISH FRONT ELEVATION 1 1,411 1/4'=1'-0" (22X34) ALUM./VINYL SOFFIT ' 'FYPON' BRACKET 5KT14X14 OR EQUAL OFF -RIDGE 3 IDETAIL ROOF VENTS - REFER TO ATTIC 6A 1/2"=1'-0" (11X1 -O 1"=P -O" (22X34) VENTILATION CALCULATION FOR VENT QUANTITY) EXTERIOR OR FIN 1 SH NOTES I. LATH TO BE ATTACHED IAW R-103.1.1 12 12 OF THE 6TH EDITION, FBCR. 2012 2. PLASTERING TO BE WITH PORTLAND FIBERGLASS SHINGLES CEMENT, INSTALLED IAW R"703.7.2 OF O, EL.19'-83/4" /PL.HGT. EL.19'-8314 /PL.HGT. THE &TH EDITION, FBCR. 201 3, WEEP SCREED TO BE INSTALLED IAWpEL.IV-43/4 /HDR. HGT. EL IV -43/ " /HDR. HGT. R103.1.2.1 OF THE roTH EDITION, FBCR. 2011 s" TEXT. CEMENTITIOUS FIN.. ON METAL LATH OVER 1/1�" C� lk ' 4. WATER RESISTANT BARRIER TO BE OSB. SHEATHING s TEXTURED CEMENTIT(OUS FIN, ON METAL LATH OVER INSTALLED IAW R103.1.3 OF THE &TH\\ /l�" OSS. SHEATHING EDITION, FBCR. 2011 FIBERGLASS SHINGLES 5. "ZIP SYSTEMS' WALL SHEATHING MAY SE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR x.10`-834' /2ND. FN. FL. '- 3 ' EL.10 8 /4 /2ND. FN. FL BARRIER, ON EXTERIOR WALLS. OL EL. 9'-4 /FLT. HGT. GJ EL -V-41 /PLT. HGT. O,EL. S' -O' /HDR. NGT. EL. 8'-0" /HDR. HGT. /HDR. NGT. EL. 6'-8" ❑ ❑ GAR. SERV. DR_ EL. 0'-0" /FIN. FLR. 3/s' TEXTURED CEMENTITIOUS FINISH REAR ELEVATION 1/8"=1'-0" (11XII) 1/4"=1'-0" (22X34) REVISIONS BY o IF) � z° 12-M-14 Roc 9Q) N Q o� �'Z 0 roc� � C� d q 0 'iL UL�, 8 �� I 3 d lar LL sX04 QwWIE �W N 7(3 19 N 4 � o° w cu c._ Lu o Q Q 0 z ICE o Q c� � S 4 � Lu ror et �`� w u 0� -in z u� w z � Q for a m 7� N z V 0 0 �� O LL - w W r uQ) 8 3 z o Ill w � >Lu 00 Q CA) 0) Q w (� U) z LL 3 �0 Z W no - Q) Q) (LwfL O p d) DATE 03-21-12 w SCALE AS NOTED w Cl L, DRAWN RDC N � JOB 2512 U .. SHEET a 0 60A � u --I O OF SHEETS O, EL.I�J'-83/4" /PL.HG 09L.18'-43/4' /HDR. HG l/$" TEXT. CEMENTITIOUS F11 ON METAL LATH OVER 1/1E OSB. SHEATHIN, OL v EL. 12'-4' /FLT. HG Eil.10'-83/4' /2ND. FN. F1 O, EL. 9'-4" /PLT. HG 4EL. a'-0" /HDR. HG O EL. 0'-0" /FIN. FLF -,a i F--^ i w t-/ k..�,--i ic1v 1 1 1 ivuv EXTER[OR FINISH NCTE5 1. LATH TO BE ATTACHED IAW 8103.1.1 OF THE 6TH EDITION, FBCR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R-103.7.2 OF THE 6TH EDITION, FBCR. 201-1 3. WEEP SCREED TO BE INSTALLED IAW 8103.1.2.1 OF THE &TH EDITION, FBCR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R-103.1.3 OF THE roTH EDITION, FBCR. 2011 5. "ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. /1CC aIr1r = FINISH RCPT ELEVATION 11,411 1/S'=1'-0' C11X1U 1/4'=1'-0" (22X34) err r� i r-, � r• EL.19'-83/4' /PL.HGT. EL.16-43/ " /HDR. HGT. XT. CEMENTITIOUS FIN. 7AL LATH OVER 1/Iro" OSS. SHEATHING L.10'-83/4' /2ND. FN. FL. EL. 9'-4' /PLT. IGT. EL. 8'-0' /HDR. NGT. EL. 0'-0' /FIN. FLR. pvp�p)p ori U Q� � v= W Q) Ql Q Q� o v a 0 C0 N v� LL o �9 cn L Q) xX � S N U v� LU fu LL 0ul �- U � �0 N �S d s� Q LU S +' v Ll �� � QO U Z Q) �0 m 4 �Q) O N9 w r UQ) \j L O LU LULU tt o �o L �� Q a 0 `� N C�� Q � Z U 1) I L CS) (Lo w 0 N Q �- U � CL N N O ~ � O REVISIONS BY 12-0-14 RDC F 20 LU 2 F g Q 0 g 0) Vj IR ro co avP cis awW) �w t o a5Z_ 1J 1 z 0 Q o no w z r07 Q 0 � L Ww F— _j px �uui Q 0 � Q k Z w rolw DATE 03-21-12 SCALE AS NOTED DRALLN RDC J05 2512 SHEET (07A OF SHEETS li Ifif Ll YF KOE S MICRO MICRO \ �Y ■swill Ell ♦ 1 m79 opo opo m li Ifif Ll YF KOE S MICRO MICRO \ �Y ■swill Ell ♦ 1 m79 1 m li Ifif Ll YF KOE S MICRO MICRO \ �Y ■swill Ell ♦ 1 m79 1 m li Ifif Ll YF KOE S MICRO MICRO \ �Y ♦ 1 m79 1 m MICRO MICRO 1 ltl 1/5'=1'-0" (11X17) 1/4"=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CA51NET SHOP DRAWINGS FOR FINAL VERIFICATION. H� F5G ABV ON 2X4 f-- 126 126 CUT NAILS - 6' O.0 GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- 831212 d 8312.13 t R311.1.8.1 GUARDRAILS HEIGHT 3ro' MIN. HANDRAIL HEIGHT 34' MIN. TO 35'MAX. GUARDRAIL OPENING LIMITATIONS 4' IN DIAMETER MAX. NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U \ �Y ♦ 1 m79 1 m 1 ltl 1/5'=1'-0" (11X17) 1/4"=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CA51NET SHOP DRAWINGS FOR FINAL VERIFICATION. H� F5G ABV ON 2X4 f-- 126 126 CUT NAILS - 6' O.0 GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- 831212 d 8312.13 t R311.1.8.1 GUARDRAILS HEIGHT 3ro' MIN. HANDRAIL HEIGHT 34' MIN. TO 35'MAX. GUARDRAIL OPENING LIMITATIONS 4' IN DIAMETER MAX. NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U \ ♦ 1 m79 1 ltl 1/5'=1'-0" (11X17) 1/4"=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CA51NET SHOP DRAWINGS FOR FINAL VERIFICATION. H� F5G ABV ON 2X4 f-- 126 126 CUT NAILS - 6' O.0 GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- 831212 d 8312.13 t R311.1.8.1 GUARDRAILS HEIGHT 3ro' MIN. HANDRAIL HEIGHT 34' MIN. TO 35'MAX. GUARDRAIL OPENING LIMITATIONS 4' IN DIAMETER MAX. NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U \ m79 1 ltl 1/5'=1'-0" (11X17) 1/4"=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CA51NET SHOP DRAWINGS FOR FINAL VERIFICATION. H� F5G ABV ON 2X4 f-- 126 126 CUT NAILS - 6' O.0 GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- 831212 d 8312.13 t R311.1.8.1 GUARDRAILS HEIGHT 3ro' MIN. HANDRAIL HEIGHT 34' MIN. TO 35'MAX. GUARDRAIL OPENING LIMITATIONS 4' IN DIAMETER MAX. NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U 1/5'=1'-0" (11X17) 1/4"=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CA51NET SHOP DRAWINGS FOR FINAL VERIFICATION. H� F5G ABV ON 2X4 f-- 126 126 CUT NAILS - 6' O.0 GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- 831212 d 8312.13 t R311.1.8.1 GUARDRAILS HEIGHT 3ro' MIN. HANDRAIL HEIGHT 34' MIN. TO 35'MAX. GUARDRAIL OPENING LIMITATIONS 4' IN DIAMETER MAX. NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U NOTE -HANDRAIL CONTINUITY PER 8311.7.82. HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN 1 1/2'(38MM) BETWEEN THE WALL AND THE HANDRAIL. m F15ERGLASS SHINGLES PRE -ENG. WD. TRU55E5 SYSTEM e 24' O.C. INSULATION PER 2011 FBC- ENERG`t' CONSERVATION 000 — (oTH EDITION OEL. 19'-83%." /PLT. HGT. . IV -43%4" /HDR. HGT. 4.10'- a3/41 /2ND. FN. FL. O EL. 9'-4" /PLT. HGT. OL EL. V-0' /HDR. NGT. 1 Y 11 1X(o (5 HOOKS) s/4' QTR. PND. 3/4" QTR. RNZ) 3/4" FINISHED PLYWOOD (TYf=.) 3A5E TRIi" 1 1/4'=1'-0' (11X17) 1/2'=1'-0' (22X34) F-At'l I L r &ECTION C11X1-1) 1/4"=1'-0 (22X34) Q) w pQ) Cp pCCp U� 9 Q) 0m Q 0� no Um 0 �0 'V Cu � W W �3 Q) X sQ) &s _ Q)z ,0 w ( 4L Q) L Lu U � �0 z �3 � N 0 Lu s� f I61� Ci � 00 Z L� B :3 O •� m LL o N9 w •L 0 *' Q) (U�t 3 c� \\ L 0 ci Lu EU 6Q) 0 w I- I A I � �� L off/ �o Z E UQ) e s� Q f� 0 F- U� 0 07 4 �s Lu i U \I0 N (� Lu v' oLLI (� _ 0 F- k F- i ,. 0 touo U t'IE CHAN I GAL ASENE RAL NOTE& 200AMP WP. #4/0 ALUM. S.E.R. BREAKER 20OA-MAIN BREAKER 6 7 PER 6TH ED. 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE NI INSIDE PANEL COMPLYING W1 THE FLORIDA ENERGY EFFICIENCY METER # S RMX TO RNG. CODE FOR BUILDING CONSTRUCTION 610.1 A5C.1 # 10X3 TO DRYER # 10/2 TO W/H 2JAPPL IANCES SHALL BE ACE5515LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT SECONDARYA/C 4 A/H T.B.D. WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY # 14 FOR LIGHT A) CHAPTER 13 OF THE FBG -R 2011 6TH SECTION UTILITY CO. AND PWR M1305.1 INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED - INTERSYSTEM BONDING FROM THE RETURN Alii SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1602 OF THE BOND #4 BARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION_ FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V ELECTRICAL RESER DIAGRAM. BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE: N.T.5. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(AX1) TO (6), LOCAL CODES, AND BEDROOMS, DENS, CLOSETS, SUNROOMS, THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAYS OR SIMILAR AREAS 250.52(AX3) Concrete -Encased Electrode. SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 Ft. long_ 5.) IAW NEC 2014- 406.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT, vertical and must be at least 20 Ft. long. ro.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI There are two types of concrete -encased electrodes: (l) steel reinforcing bars or rods which 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING are not less than '/2 inch in diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SHALL BE ft. long, encased in 2 inches of concrete± (2) 20 ft. WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE of bare copper conductor not smaller than No. 4 SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ ,AWG encased in 2 inches of concrete. A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL The steel reinForcing rods must be in a location that ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 is in direct contact with the earth. The reinforcin 4 R314.4. MODEL# TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a single BRK: SMOKE -91208, C/O- SC9120B length of rod can be used as the concrete -encased KIDDE: SMOKE -21007581. C/O 21006377-N electrode. The reinforcing rods cannot be coated with non-conductive material. SJ ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE Section 250.50 requires a concrete -encased OF IGNITION 15 MINIMUM IS' ABOVE GARAGE FLOOR electrode to be connected to the grounding UNLESS WATER HEATER IS LISTED AS FLAMMABLE electrode system if it is present. Several states VAPOR IGNITION RESISTANT. IAW FBCR 201-7, have modified this requirement to say a 6TH ED. P2a01_-7 concrete -encased electrode must be used as a grounding electrode only if it is available. In those J.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING jurisdictions, if the footings or foundations have WATER HEATERS HAVING AN IGNITION SOURCE TO been poured before the electrical contractor BE ELEVATED SUCH THAT THE SOURCE OF IGNITION arrives at the site, and a reinforcing rod is not IS MINIMUM 18' ABOVE GARAGE FLOOR UNLESS IT IS available For use as a grounding electrode, then a LISTED AS FLAMMABLE VAPOR IGNITION grounding connection to the reinForcing rod is not RESISTANT. IAW FBCR 2011, 6TH ED. required. 10JTHE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11_) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) ELECTRICAL LEE(S;END $ SINGLE POLE SWITCH (i OUTLET, TV/CABLE $3 THREE WAY SWITCH -4 OUTLET, PHONE OUTLET 110-115 OI INTERCOM 4D OUT. 110-115, SPLIT WIRED ® CHIMES OUT, 110-115, W/ USB SMOKE DETECTOR � OUT. 110-115, CLG. MOUNT. cM CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. EI PUSH BUTTON ® 1 SPCL. PURPOSE 220-240 Q EXHAUST FAN LIGHT FIXT., CLG. MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL © LIGHT FIXT., REG. ADJUST. ® CEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN Q CEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT Q ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT ExIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER FLOOD LT 30 AMP DED - POOL PREWIRE - VERIFY LOG. 1=1 ST FL00 ELECT F,-,1CAL FLAN 1/8'=1'-0' (11X11) 1/4'=1'-0' (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS ni rA LU O U z O 5 m CA N W MECHANICAL /GENERAL NOTE& 200AMP WP. #4/0 ALUM. S.E.R. ELECTFRf CAL PER 6TH ED. 2011 FLA BLD. CODE -RESIDENTIAL BREAKER7 200A -MAIN BREAKER SINGLE POLE SWITCH N 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE THREE WAY SWITCH A N1 INSIDE PANEL D 4� COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY ® METER OUT. 110-115, W/ USS # S RMX TO RNG. OUT. 110-115, CLG. MOUNT. cM CODE FOR BUILDING CONSTRUCTION 610.1 A15C.1 OUT. 110-115, FLR. MOUNT. E 0 SPCL, PURPOSE 220-240 # 10/3 TO DRYER LIGHT FIXT., CLG_ MTD. LIGHT FIXT., WALL MTD. QO ® LIGHT FIXT., RECESSED ® # 10/2 TO W/H © LIGHT FIXT., REC. ADJUST. 2.)APPLiANCE5 SHALL BE AGESS15LE FOR SECONDARY Q A/C 4 A/H T.B.D. - n INSPECTION, SERVICE, REPAIR AND REPLACEMENT LIGHT FIXT., EXT. FLOODS ® EXIT LIGHT FIXT., EMERG. EXIT FIXT., EXIT/BACKUP ® WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY # 14 FOR LIGHT A) CHAPTER 13 OF THE FBC-R 2011 6TH SECTION UTILITY CO. AND PWR INTERIOR M1305.1 PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE INTERSYSTEM BONDING COMPLETELY BALANCED. ALL ROOMS ISOLATED - TERMINATION FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION P'11602 OF THE BOND #4 BARE COOPER WIRE TO FBCR CODE 201-1 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) 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.s. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(AX1) TO (6), LOCAL CODES, AND BEDROOMS, DENS, CLOSETS, SUNROOMS, THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE 250,52(AX3) Concrete -Encased Electrode. OF THE COMBINATION TYPE. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. 5.) IAW NEC 2014- 40(o.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT, vertical and must be at least 20 Ft. long. 6J ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFC1 There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which �.) SMOKE ALARMS SHALL BE IN ALL SLEEPING are not less than '/ inch in diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SHALL BE ft. long, encased in 2 inches of concretes (2) 20 ft. WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE of bare copper conductor not smaller than No. 4 SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ ,AWG encased in 2 inches of concrete. A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL The steel reinforcing rods must be in a location that ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 is in direct contact with the earth_ The reinforcing 4 8314.4. MODEL" TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a single BRK: SMOKE -9120B, C/O- SC9120B length of rod can be used as the concrete -encased KIDDE: SMOKE -21007581, C/O 21006377-N electrode. The reinforcing rods cannot be coated with rion-conductive material. S.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE Section 250.50 requires a concrete -encased OF IGNITION 15 MINIMUM IS" ABOVE GARAGE FLOOR electrode to be connected to the grounding UNLESS WATER HEATER IS LISTED AS FLAMMABLE electrode system if it is present. Several states VAPOR IGNITION RESISTANT, IAW FBCR 201-1, have modified this rec{ulrement to say a 6TH ED. P2801_1 concrete -encased electrode must be used as a grounding electrode only iF it is available. In those 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING jurisdictions, if the footings or foundations have WATER HEATERS HAVING AN IGNITION SOURCE TO been poured before the electrical contractor BE ELEVATED SUCH THAT THE SOURCE OF IGNITION arrives at the site, and a reinforcing rod is not IS MINIMUM 18' ABOVE GARAGE FLOOR UNLESS IT IS available for use as a grounding electrode, then a LISTED AS FLAMMABLE VAPOR IGNITION grounding connection to the reinforcing rod is not RESISTANT. IAW FBCR 201-1, 6TH ED. required_ 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 I1.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS 0 - I� ELECTFRf CAL LEGEND OUTLET, TV/GABLE OUTLET, PHONE INTERCOM CHIMES SMOKE DETECTOR CARBON MONOXIDE IFUS14 BUTTON EXHAUST FAN EX. FAN/LIGHT COMBO DISPOSAL ELECTRICAL PANEL CEILING FAN; PfREWIRE CEILING FAN, INSTALL ELECT. JUNCTION BOX THERMOSTAT DISCONNECT SWITCH UFFEfR FLOOfR ELECTfRICAL`� FLA 1LIGHT ELEC. POWER METER I 1/011=1'-O" (11X1-1) 1/4"=I' -O' (22X34) $ SINGLE POLE SWITCH N $3 THREE WAY SWITCH A OUTLET 110-115 D 4� IOUT. 110-115, SPLIT WIRED ® OUT. 110-115, W/ USS OUT. 110-115, CLG. MOUNT. cM ® OUT. 110-115, FLR. MOUNT. E 0 SPCL, PURPOSE 220-240 LIGHT FIXT., CLG_ MTD. LIGHT FIXT., WALL MTD. QO ® LIGHT FIXT., RECESSED ® © LIGHT FIXT., REC. ADJUST. ® LIGHT FIXT., PULL CHAIN Q LIGHT FIXT.,FLUORESCENT n LIGHT FIXT., EXT. FLOODS ® EXIT LIGHT FIXT., EMERG. EXIT FIXT., EXIT/BACKUP ® NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS 0 - I� DBL. 2X TOP PLATEA 45 6 EA. PLT. TO CRIPPLE TO HDR. 72X CRIPPLES ' 16" O.C. 1/2-0 ANCHOR BOLT UJ/ 2 -' � i, WASHER- 'a 32' O.C. MAX L -73 MINIMUM 6' EMBED. 'LL D T AL i R. W/ IPL_ IFT) �.3A/ 1/2' =1'-0" (11X17) I"=1'-0" (22X34) NOTE6 1. TYPICAL ROOF GA5LE OVERHANG TO 5E 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO 5E 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2017) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO 5E SIZED 5Y TRUSS MANUFACTURER OR FL. REG. ENG, 5. TRUSSES SHALL 5E 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR 5UILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC 5RACING REOUIREMENTS, TRUSSES SMALL 5E 5RACED IN ACCORDANCE WITH TPI/WTCA 5C51 I. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLAYMENT TO 5E INSTALLED IAW F5CR 2017, 6TH EDITION 8905.2.3. FIRST FL= OOR TRUS& LA"rOUT 11,411 1/8" -1'-0' 111X17) 1/4"=I' -O' (22X34) z U N N �q 0 Lu w O Q d z w Q 0 w QC Lu O 0 U z O m Q 0 LL w r e 0 t 0 Lu S w z w IL N 0 F 0 0 d 0 0 w w Q N Lu AC EA. STUD 81 TO TOP PLATE 2 2X8 HEADER UJ/ 1/2' PLYWD. FLITCH PLATE (SPAN UP TO 6') U.N.O. 2 2X12 HEADER W1 1/2" PLYWC). FLITCH PLT. (SPANS 6' TO 12') U.N.O. 45 o EA. HEADER TO HDR. STUDS D13L. 2X FULL LENGTH STUDS DBL. 2X HEADER STUDS ( SGL. HRR_ STUD FOR SPAN 6' OR LESS, U.N.O. 2X STUDS e 16' O.C. 2X P.T. SOLE PLAT EA. STUD TO S1e )SOLE PLATE I fill 1/2-0 ANCHOR BOLT UJ/ 2 -' � i, WASHER- 'a 32' O.C. MAX L -73 MINIMUM 6' EMBED. 'LL D T AL i R. W/ IPL_ IFT) �.3A/ 1/2' =1'-0" (11X17) I"=1'-0" (22X34) NOTE6 1. TYPICAL ROOF GA5LE OVERHANG TO 5E 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO 5E 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2017) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO 5E SIZED 5Y TRUSS MANUFACTURER OR FL. REG. ENG, 5. TRUSSES SHALL 5E 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR 5UILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC 5RACING REOUIREMENTS, TRUSSES SMALL 5E 5RACED IN ACCORDANCE WITH TPI/WTCA 5C51 I. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLAYMENT TO 5E INSTALLED IAW F5CR 2017, 6TH EDITION 8905.2.3. FIRST FL= OOR TRUS& LA"rOUT 11,411 1/8" -1'-0' 111X17) 1/4"=I' -O' (22X34) z U N N �q 0 Lu w O Q d z w Q 0 w QC Lu O 0 U z O m Q 0 LL w r e 0 t 0 Lu S w z w IL N 0 F 0 0 d 0 0 w w Q N Lu AC ATTIC VENTILATION CALCULATIONS PER F5C2011 6TH EDITION R806: MIN. 40% - MAX. 50'ro OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2189 S.F. = 7.30S.F. NET FREE VENT. 300 REaUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 3.64S.F. PROVIDED W/OFF RIDGE VENTS: 4 VENTS ' .97S.F. /VENT. (VENT TYPE: LOMANCO MODEL 110-D OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - 6.96S.F. PROVIDED W/ VENTILATED SOFFITS e EAVE:-- C 80 L.F. a 0.087S.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE: 50% LOUDER PORTION PERCENTAGE: 50% NOTES 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2011)_ FLORIDA RESIDENTIAL CODE. 4. ,ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG, 5. TRUSSES SHALL BE BRACED TO FRE - VENT ROTATION & PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS 5PECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA SCSI 1. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT TRUSS TO TRUSS CONNECTIONS. 1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 2011, 6TH EDITION II II n R9@5.2.3. UPPR R RU EFLOOT55 LANrOUT 1/4'=1'-0" (22X34) p�pp Q REVWM BY u 0 V =p 12-0-14 RDC IuM� 9 Q) N Q o� z 0 �co a � 0- �u w Oo �o 0 1 -LL o 8 L Q) C7 Z � ad N VW OR � po Q)�cdv x8Q) a 61oiE Q) W w (9 (Y- w U c o (� N (a S z �3 Q)L z Lu os w 3-- (Y- Lu (n oD O pp z �Q) m o� 0 0 o LL L w o� w 3 (-Z ) n Ul Lu \ 0> Lu �sff O Lu �F L ci �p Q Z L L- (n �0 � Z C\\A W 0 s� no ►_- 0 Q) b 3ro Q) 0 p d) co DATE 03-21-12 M O SCALE AS NOTED w 11' �,, DRALLN RDC. w CN JOB 25'12 H U SHEET o 12A N U .J:r J O OF SHEETS .-Zo C u= W �Q) o� Q o �' no or L �- 0 o N LL Q) C, c� Q to 'L Q,tA Q) N Q) X S � 2 � � Q �0 W N � � L W V �0 Q C- FF- +' Q LU QS W S +' ci 0 O pp � L� Q1 O Z3 m � O N9 L W L 7. LL 8 3 N O �0 Ul W o> W +a N F- ff >LU� o �o Z LL 3 (L �0 L N� 0 n z N W 0 N N N F- 0 U �• N p N U ~ � O FOLLOW DETAIL W2/D4 ROOF DECKING PRE -ENG_ GIRDER 24' O.C. CIF APPLIES) PRE -ENG. IUD. FLOOR 24' O.C. (IF APPLIES) - FOR TOP OF WALL TRUSS. �LA�E (2) 6 TRUSS TO DBL. 2X TOP I I I I 1 I �5 f I A PLATE TO BEAM DBL. 2X TOP PLATE E PLT. TO CRIPP E TO HDR_ 2X CRIPPLES. 41' O.G. (2) 126'5 BTTM. PLT. DBL 2X TOP PLATE TO EACH TRUSS 2X4 BLOCIGING L1/ 2-126 e 16 " O.C. PRE -ENG. LD. GIRDER TRUSS STRUCTURAL SHEATHING 3/4' PLYWD. SUB-FLR. ATTACHED PER NAILING SCHEDULE SEE DETAIL 1/D5 45 ADD (:6 EA. STUD IF �xx 1/D5 IS OT FOLLOWED PRE -ENG. LO. (OR ONE 6 GANG STUDS) TRUSSES L HANGED 81' TRUSS E T A I S MANUFACTURER Q4jI/2N=1'-0' (11X1-1) 1"=I' -O' (22X34) FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL (2) 12d'S 6 BTTM. PLT. TO EACH TRUSS ce PRE-ENG. WD. GIRDER—\\2X4 BLOCKING LJ/ 2 -12d TRUSS 16' O.G. T I E 3/4" PLYWD. SUB-FLR. COLUMN EA. STUD 2X8 HEADER UJ/ PLYWD. FLITCH PLATE (SPAN UP TO 6') U.N.O. Si TO TOP 2 2X12 HEADER LU/ 1/2" PLYWD. FLITCH PLT. 2 2X6 HEADER UJ/ 1/2' ( ANS 6' TO 12') U.N.O. PLATE 45 a BEAM TO EA. JACK STUD DBL. 2X JACK STUDS PLYWD. FLITCH PLATE LE DBL. 2X FULL LENGTH STUDS 8 (SPAN UP TO 6') U.N.O. TO 2 2X8 HEADER LJ/ BEAM UJ/ 2 -2X12 HEADR ��2 " PLYWD. FLITCH PLT. PRE -ENC. WOOD---�r----I�--il--rl----_TT-----17--- f' -1-I-----TT TRUSSES 24 O.C. STRUCTURAL SHEATHING l I I l ,I I I l I I I I, I I I I 81 EA. STUD TO ATTACHED PER NAILING I I I I �� I I I I I I I I I I SOLE PLATE SCHEDULE- SEE DETAIL 1/D5 ---I-L----JJ----i� --1J-- _—�L----I----�+-1-1— — — — 1 �i 112'0 ANCHOR BOLT LJ/ 211 -' i l �i2 "� ANCHOR BOLT L1/ 2" -' i, WASHER- 'a 32' O.C. MAX LJASHE32" O.C. MAX ' L MINIMUM -I' EMBED. ILL ' L MINIMUM "l" EMBED. ILL f L _7 _7 L _7 _7 HANGER MANUFACTURER i R W/O UPL.IFT� _"�IDETAIL rl 5 R PL. T Q4jI/2N=1'-o'(lIXll) V=I' -0'(22X34) 1/2'=1'-O, (11X10 11=I' -0'(22X34) �41/21=1'-O"(11X11) 1'=V -0'(22X34) "=V -o" '- ' �� 1/2 C11X1�) 1 - i fd (22X34) PRE -ENG. GIRDER PRE -ENG. GIRDER TRUSS TRUSS CABINET FACE TO MATCH CABINET DOOR PER RM 15'X18' CABINET DOOR // �� DBL. TOP FLT. --Z EA. STUD \ a TO TRUSS — — — OTRUS5(2) STUD TO PRE -ENG, WE). FLOOR TRUSSES e 24" O.C. I' METAL FLANGE OF METAL CHUTE DBL. 2X TOP PLATE 2X'S 16O.C. (3) 2x4 BUILT-UP 1Y o STUD COL SQUARE l MID -WALL BLOCKING (3) 2x4 BUILT-UP METAL LAUNDRY' `� STUD COL POST CONTINUOUS .CHUTE � EA. STUD TO 43 TO TIE BEAM OR SOLE PLATE ADD SOLID BLKG, UNDER POST 3/4" PLYWD_ SUB-FLR. 3/4' PLYWOOD 1�2 "0 ANCHOR BOLT UJ/ 2" 'a COLUMN TO 3/4" PLYWOOD SUB-FLOOR WASHER 32 O.C. MAX gg SUB -FLOOR MINIMUM IN EMBED. TIE BEAM PRE -ENG. FLOOR 2X P.T. SOLE SYSTEM 's 24" O.C. PLATE I rrH _TF 1 F- -- ----n--- Li Li o pll II 1I IIII II II II I I I I III i I I I I i I II,I I I l I ° CONC. SLK. I f 1i�1 I I I I PRE -ENG_ LVL OR GIRDER OR HEADER WAL-4---LL–_ J1---- _1�-----1�-----U--- IN FLANGE ON CHUTE WD. TRIM REINFORCED CONC. FTG. l J SEE FOUNDATION PLAN R � 1=fi � L SOLID BLOC<ING [DETAILID�. I UNDER COLUMN �A I 3 1/2' l' -O' (11X11) IN= V -O' (22'x34") 1 1/2"=1'-O" (I1XI-I) I'=1' -O" (22x34) �4 1/21=1'-O"(11XII) 11=11-o' - (22X34) ��. 1/2"-1'-m' (11X10 1"-1'-O' (22X34) z 73 0 Lu w d z Lu 4 N R Lu o° u z 0 0 d 0 ILL w z 0 r n O Lu LU Lu Luz ff CD Lu Lu z e z d N z Lu w EA. STUD Si TO TOP 2 2X6 HEADER UJ/ 1/2' PLATE PLYWD. FLITCH PLATE LE (SPAN UP TO 6') U.N.O. 2 2X8 HEADER LJ/ UJ/ 2 -2X12 HEADR ��2 " PLYWD. FLITCH PLT. PLYWD. FLITCH PLATE (SPAN UP TO 6 `) U.N.O. (SPANS 6' TO 12') U,N.O. 2 2X12 HEADER UJ/ 11/2" PLYWD. FLITCH PLT. DBL. 2X FULL LENGTH (SPANS 6' TO 12') U.N.O. STUDS ( SGL. FULL LENGHT STUD FOR SPAN ` OR LESS, U.N.O. ) 45 a EA. HEADER TO HDR. STUDS DBL. 2X HEADER STUDS ( SGL. HDR_ STUD FOR SPAN 6' DBL. 2X FULL LENGTH STUDS OR LESS, U.N.O.) DSL. 2X HEADER STUDS ( SGL. HDR. _ STUD FOR SPAN 6' 2X STUDS 16' O.C. OR LESS, U.N.O. ) 2X STUDS a 16" O_C. 2X PT SOLE PLATE 2X P T SOLE ;=ILAT PRE -ENC. WOOD---�r----I�--il--rl----_TT-----17--- f' -1-I-----TT TRUSSES 24 O.C. STRUCTURAL SHEATHING l I I l ,I I I l I I I I, I I I I 81 EA. STUD TO ATTACHED PER NAILING I I I I �� I I I I I I I I I I SOLE PLATE SCHEDULE- SEE DETAIL 1/D5 ---I-L----JJ----i� --1J-- _—�L----I----�+-1-1— — — — 1 �i 112'0 ANCHOR BOLT LJ/ 211 -' i l �i2 "� ANCHOR BOLT L1/ 2" -' i, WASHER- 'a 32' O.C. MAX LJASHE32" O.C. MAX ' L MINIMUM -I' EMBED. ILL ' L MINIMUM "l" EMBED. ILL f L _7 _7 L _7 _7 HANGER MANUFACTURER i R W/O UPL.IFT� _"�IDETAIL rl 5 R PL. T Q4jI/2N=1'-o'(lIXll) V=I' -0'(22X34) 1/2'=1'-O, (11X10 11=I' -0'(22X34) �41/21=1'-O"(11X11) 1'=V -0'(22X34) "=V -o" '- ' �� 1/2 C11X1�) 1 - i fd (22X34) PRE -ENG. GIRDER PRE -ENG. GIRDER TRUSS TRUSS CABINET FACE TO MATCH CABINET DOOR PER RM 15'X18' CABINET DOOR // �� DBL. TOP FLT. --Z EA. STUD \ a TO TRUSS — — — OTRUS5(2) STUD TO PRE -ENG, WE). FLOOR TRUSSES e 24" O.C. I' METAL FLANGE OF METAL CHUTE DBL. 2X TOP PLATE 2X'S 16O.C. (3) 2x4 BUILT-UP 1Y o STUD COL SQUARE l MID -WALL BLOCKING (3) 2x4 BUILT-UP METAL LAUNDRY' `� STUD COL POST CONTINUOUS .CHUTE � EA. STUD TO 43 TO TIE BEAM OR SOLE PLATE ADD SOLID BLKG, UNDER POST 3/4" PLYWD_ SUB-FLR. 3/4' PLYWOOD 1�2 "0 ANCHOR BOLT UJ/ 2" 'a COLUMN TO 3/4" PLYWOOD SUB-FLOOR WASHER 32 O.C. MAX gg SUB -FLOOR MINIMUM IN EMBED. TIE BEAM PRE -ENG. FLOOR 2X P.T. SOLE SYSTEM 's 24" O.C. PLATE I rrH _TF 1 F- -- ----n--- Li Li o pll II 1I IIII II II II I I I I III i I I I I i I II,I I I l I ° CONC. SLK. I f 1i�1 I I I I PRE -ENG_ LVL OR GIRDER OR HEADER WAL-4---LL–_ J1---- _1�-----1�-----U--- IN FLANGE ON CHUTE WD. TRIM REINFORCED CONC. FTG. l J SEE FOUNDATION PLAN R � 1=fi � L SOLID BLOC<ING [DETAILID�. I UNDER COLUMN �A I 3 1/2' l' -O' (11X11) IN= V -O' (22'x34") 1 1/2"=1'-O" (I1XI-I) I'=1' -O" (22x34) �4 1/21=1'-O"(11XII) 11=11-o' - (22X34) ��. 1/2"-1'-m' (11X10 1"-1'-O' (22X34) z 73 0 Lu w d z Lu 4 N R Lu o° u z 0 0 d 0 ILL w z 0 r n O Lu LU Lu Luz ff CD Lu Lu z e z d N z Lu w PLIUD. SUB -FLOOR CONNECT. TYPE 0 S�INi PSON USS 10" LAT. LDS. F1 / F2 DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR PLIUD. SUB -FLOOR CONNECT. TYPE 0 S�INi PSON USS 2X8 JOISTS 16" O.C. MAX. LAT. LDS. F1 / F2 DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR 2X12 TREADS- ' 4 HETA20 14-106 x 11/2' ETA20 CUT TO FIT \ N 65 / 960 5 DETAL20 18-10d x 11/2' m N/A 2,480 2000/1310 1X8 SKIRT BD.- 1 N , RFT: 4-5d / PLT: 4-8d 2X8 LEDGER- ATTACH TO STUDS LU/ RFT: 4-8d / PLT: 4-8d 455 125 / I6O (2) 12d EACH STUD H1 RFT.(o-Sdxl1/2'/PLT:4-Sd RT15 RFT:5-0dxl1/2 "/PLT:5-Sd 415 485 / 165 22 H1oA RFT: (9)106 x 1 1/2' 181 JOISTS TO LEDGER RFT: 8-8d x 11/2" �\ ; PLT: (9)106 x 1 1/2' PLT: 8-8d 23 LU626 HDR: 4-10d/J6T: 4-106 JU526 2X'5 'w 16" O.C. MAX 935 N/A , H-iz RFT !TRS: (4)0d RT2o RFT /TRS: 9 -loci 985 400 / N/A PLT / -STD: (2)S6X I I/2" (S)SD PLT / STD: 13-10d PLYWD. BLOCKING - - -' RFT--S-5d / FLT:5-ad 'ADD 2X4 VERTICALS e 16-O.C. AS RFT:5-5d / PLT: 5-8d - - 150 / 150 REQUIRED 5Y MUNICIPALITY- TO BE 2X12 STRINGERS H:4-5dx111/2'/P:4-Sdxll/2" MP34 PLACED DIRECTLY UNDER LEDGER 28O 1303 35 435F H:4-Sdxl1/2'/P:4-8dx11/2' MPA1F H:6-5dxl112 "/P:6-Sdx1112" 440 440 / N/A DATA: TOTAL RISE: 10'-8 3/4' (11 RISERS 1 9/16" EA.) MT612 14-10d MTW12 14-10d TOTAL RUN. 13'-4' (16 TREADS 10" EA.) N/A 38 ED E TA I L 5TAIONS CT 14-10d . N/A 43 LSTA12 10-lod �5 3/4"= P -o" (11X11) 11/2'= 1'-0" (22"X34") PLATFORM FRAMING 3/4"= 1'-0" (11X11) 11/2"= P-0" (22"X340) STAIR DATA 11/41-24 45 STIS 14-16d 5T18 MAX 11/2' 1,200 N/A 4-1 L6TA24 18-lod - L5TA24 3/4' PLWD. SUB -FLOOR 1,295 N/A CONTINUOUS HANDRAIL IAUJ M5TA36 26-10d M5TA36 26-10d 6TH SECT ION -FBCR(2011)- N/A 12 MSTC66 64-16d SINKERS R311, INSTALL 34'-38" ABV. N/A PRE -ENG. FLOOR TRUSSES N/A 19 TREAD NOSING 5TD:6-10d / PLT:4-10d 24" O.C. MAX. STD:4-10d / PLT:4-10d 535 560 / 260 Z SP2 5TD:6 -10d / FLT. -(o -10d SPT224 STD:6 -10d / PLT:6 -10d 605 560 / 260 81 SPH4,6,8 12-10d x 11/2" TP4,6,48 12-10d x 11/2" 885 N/A BALUSTRADE HANDRAIL BRACKET AT 7\� 12-16d PAU66 12-16d 6'-6 "O.C. MAX- SELECTED BY OTHERS N/A 89 CB66 (2) Na" BOLTS -SEE MANUFACT. RECOMMENDATIONS 4-10d 2,300 985 92 FOR ATTACHMENT IL PAU44 12 -166 2,200 N/A X AC& (MAX) 28-16d P5666 24-16d 1,815 1,010 94 AC4 (MAX) 28-16d P5644 24-16d 1,815 1,010 SOLID 2X4 WOOD BLOCKING � 20-10d HTW20 20-10d AT EACH BRACKET N/A 96 HDSA SILL: -res" BOLT HHDBA SILL: Iks" BOLT 2X4 LEDGER IN BETWEEN NIA STUD:(3) 118'X5112' BOLTS STUD -(3) ,kb"X51/2" BOLTS 99 STRINGERS- ATTACH TO FLR, H:4-5dxl1/2'/P:4-Sdxl1/2" MPAI TYPICAL INTERIOR WALL 440 TRUSS W1 126 NAILS e 6" O.C. 98-101 HTT4 CONSTRUCTION N/A 4 (2)126 'a EA. END OF LEDGER 3,640 N/A 91-100-102 HTT5 TOE -NAILED TO STRINGER N/A N/A T � F, HANIDfRAIL E)ET.- N/A T�f=, 5TAIF;� VGTR/L 32-5D51/4"X3/(2) Neu BLT 3/4'= V-0" (11X11) 11/2'= 1'-0" (22"X34") 3/4"=1'-O' (11X11) 11/2"=1'-0' (22'X34') STRINGER TO FLOOR TRUSS NOTES: N/A 104 HDU5-SDS2.5 1/8" 5LT/20-SD5 1/4°x21/2 STAIRWAY CONSTRUCTION TO N/A 5,020 N/A 110 CONFORM TO FBCR 2011, 6TH 12 - loci x 11/2' HHCP2 20-10d x 1 1/2 " 520 EDITION SECTION 8311.1 161 HHU546 H:14-16 d/J:6 -16d THD46 MAX. HGT. OF RISER TO BE 13/4" 1,550 C 168 U46 MIN. WIDTH OF TREAD TO BE SUH46 H:8-16d/J:4-16d 110 N/A 9"(EXCLUSIVE OF NOSING) HU626 20-16d THD26 H:20-16d/J:10-10d ALL TREADS LESS THAN 10" IN WIDTH N/A 184 HHU528-2 G:28 -16d / T:8-l6d SHALL HAVE APPROX. IN OF NOSING 12-16d 2,000 N/A 214 3/16" MAX. VARIATION IN RISERS/TREADS D:16 -3/16'X1112" TAPCO BM: 6 -16 d z HD:18-3/16"X1112" TAPCON BM: 6 - loci 1,135 ADJACENT TO EACH OTHER 215 -k- -1 HDR:46-16d/JST:10-16d EHUH210-2 3/8' MAX. VARIATION IN ANY RISER/TREAD HAND -RAIL CIRCULAR CROSS SECTION DIA. 2X4 P.T. IN BETWEEN STRINGERS- ATTACH TO TO BE 1 1/4" - 2' OR TO PROVIDE EQUIVALENT SLAB UJ/ 12d CUT NAILS 'a 6" O.C. AND (2) 12d GRASPABILITY. EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS: MIN. 6" WIDE NARROW END 34"MIN.-38"MAX:, HANDRAIL NGT. e HEADROOM CLEARANCE MIN. 6I-ONSTAIfR3 CONNECT. �5 3/4'= I'-0" (11Xi1) 0/21= 1'-0" (22'X34") STRINGER TO FLOOR CONNECTOR SCHEDULE CONNECT. TYPE 0 S�INi PSON USS MAX. UPLIFT LAT. LDS. F1 / F2 DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR 4 HETA20 14-106 x 11/2' ETA20 14-10d 1,810 65 / 960 5 DETAL20 18-10d x 11/2' N/A N/A 2,480 2000/1310 20 H3 RFT: 4-5d / PLT: 4-8d RT3 RFT: 4-8d / PLT: 4-8d 455 125 / I6O 21 H1 RFT.(o-Sdxl1/2'/PLT:4-Sd RT15 RFT:5-0dxl1/2 "/PLT:5-Sd 415 485 / 165 22 H1oA RFT: (9)106 x 1 1/2' RT16 RFT: 8-8d x 11/2" 990 585/525 PLT: (9)106 x 1 1/2' PLT: 8-8d 23 LU626 HDR: 4-10d/J6T: 4-106 JU526 HDR: 4-106/JST: 4-10d 935 N/A 24 H-iz RFT !TRS: (4)0d RT2o RFT /TRS: 9 -loci 985 400 / N/A PLT / -STD: (2)S6X I I/2" (S)SD PLT / STD: 13-10d 26 H2.5A RFT--S-5d / FLT:5-ad RTI RFT:5-5d / PLT: 5-8d 415 150 / 150 34 A34 H:4-5dx111/2'/P:4-Sdxll/2" MP34 H:4-Sdxil/2 "/P:4-Sdx1'/2" 365 28O 1303 35 435F H:4-Sdxl1/2'/P:4-8dx11/2' MPA1F H:6-5dxl112 "/P:6-Sdx1112" 440 440 / N/A 31 MT612 14-10d MTW12 14-10d 1,000 N/A 38 MT616 14-106 MTWI(o 14-10d 1,000 N/A 43 LSTA12 10-lod L5TA12 10-lod 905 N/A 45 STIS 14-16d 5T18 14-16d 1,200 N/A 4-1 L6TA24 18-lod - L5TA24 18-lod 1,295 N/A 11 M5TA36 26-10d M5TA36 26-10d 2,135 N/A 12 MSTC66 64-16d SINKERS N/A N/A 5,495 N/A 19 S1=1 5TD:6-10d / PLT:4-10d 6PT22 STD:4-10d / PLT:4-10d 535 560 / 260 80 SP2 5TD:6 -10d / FLT. -(o -10d SPT224 STD:6 -10d / PLT:6 -10d 605 560 / 260 81 SPH4,6,8 12-10d x 11/2" TP4,6,48 12-10d x 11/2" 885 N/A 90 ABU66 12-16d PAU66 12-16d 2,240 N/A 89 CB66 (2) Na" BOLTS PA8X8 4-10d 2,300 985 92 ABU44 12-16d PAU44 12 -166 2,200 N/A 93 AC& (MAX) 28-16d P5666 24-16d 1,815 1,010 94 AC4 (MAX) 28-16d P5644 24-16d 1,815 1,010 95 HT620 20-10d HTW20 20-10d 1,450 N/A 96 HDSA SILL: -res" BOLT HHDBA SILL: Iks" BOLT 1 910 ' NIA STUD:(3) 118'X5112' BOLTS STUD -(3) ,kb"X51/2" BOLTS 99 A35 H:4-5dxl1/2'/P:4-Sdxl1/2" MPAI H:6-Sdxl112'/P:6-Sdxl112" 440 440 / N/A 98-101 HTT4 5/s" BOLT/ 18-16dX2112" N/A N/A 3,640 N/A 91-100-102 HTT5 No' BOLT/ 26 -10d N/A N/A 4,215 N/A 103 VGTR/L 32-5D51/4"X3/(2) Neu BLT N/A N/A 3,990 N/A 104 HDU5-SDS2.5 1/8" 5LT/20-SD5 1/4°x21/2 N/A N/A 5,020 N/A 110 HCP2 12 - loci x 11/2' HHCP2 20-10d x 1 1/2 " 520 260 / N/A 161 HHU546 H:14-16 d/J:6 -16d THD46 H:8 -186/J:12 -10d 1,550 N/A 168 U46 H:8-lOd/J:4-lOd SUH46 H:8-16d/J:4-16d 110 N/A 181 HU626 20-16d THD26 H:20-16d/J:10-10d 1,550 N/A 184 HHU528-2 G:28 -16d / T:8-l6d EHUH28-2 12-16d 2,000 N/A 214 HUC212-3TF D:16 -3/16'X1112" TAPCO BM: 6 -16 d HD0212-3 HD:18-3/16"X1112" TAPCON BM: 6 - loci 1,135 N/A 215 HGUS210-2 HDR:46-16d/JST:10-16d EHUH210-2 HDR:40-16d/J5T:16-10d 2,120 N/A 216 HUS412 BLOCK: 10- 114 "X1 1/2 " TC JOIST : 10-16d HUS412 BLOCK: 10.1/4'X1 1/2 " TC JOIST : 10-16d 3,240 N/A 211 HUS212-2 BLOCK: 10-1/4"X11/2" TC JOIST : 10-16d HUS212-2 BLOCK: 10-1%"X11/2" TC JOIST : 10-16d 2,630 N/A 219 M5HA412 H:I-ATR3/4X8 TOP4FACE NFM35Xl2U H:1-1, 2'J -BOLT 3,145 N/A JOIST. 18-10d tl J:5-1/2 BOLTS 220 N/A - N/A - NFM 3X12 5LK:112 NO J /J5T:14-10d 1,620 N/A 226 MBHA4.15/12 HDR -.(2) 3/4'4' x S. JOIST : 18-10d NFM45U HDR --MIN. 1/ "0 "J" BOLT JOIST : (5)1/2'-P BOLTS 2,160 N/A 231 MBHA3.56/16 HDR : (2) 3/4'- x 8' JOIST : 18-10d NFM35X16U . HDR :MIN. 1/2 tl-PxJ-BOLTS JOIST : (5) 1/2"-P BOLTS 3 450 ' N/A 232 M5HA5.50/16 HDR : (2) 3/4',P x 8' J015T : 18-10d NFM5.5XI6U HDR :MIN. 1/2 "-PxJ-BOLTS J015T : (5)1/2"0 BOLTS 3 450 ` N/A 240 H15 :4-10dxll/2'/P:4-10dxll/2 N/A N/A 1,300 48O / N/A 241 LGT2 30 -16d -sinker LUGT2 32 -loci 2000 1015/440 301 MCAT (1) 3/4'51-TS./GIR: 22-10d N/A N/A 3,965 N/A 302 HGT-2 or 3 LTL:3/4"5LT5./GIR: 8 -loci USC63 LTL:3/4"5LTS./Glf;R 8-166 6485 N/A 303 HGT-4 LTL:3/4'5LTS./GIR: 16-10d N/A N/ -A 9,250 N/A 401 SUR/1-414 I FACE:18-I&d/JST:8-16d N/A N/A 1,100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED BY TRUSS MANUFACTURERS 0� w9� 0� Q 0� no O �o -6 cn �Q •(n L �3 Ux N N � � N �9 Q .o CA 00 Lu M� LL L f � 9-3 �Dr Z �Q Lu Ci S N 41 D � 00 U m � o �9 LL_ w i 0 0 _r U� 0 3 CIA ruO 0 W Lu w LL z D z Z Ci zO � Q 0 N w CA cA OU -� OU TOP FAIL SPINDLES 4" O.G. `q PRE -ENG. WD. TRUSSES PRE -ENG. WD. TRUSSES � 2X12 OVER � 38 TOP OF LVL 24" O.C. 24" O.C. 3%.' SUBFLDDR- NO SEAM 6 BALCONY PRE -ENG. WD. FLOOR 22 EA. TRUSS -UNLESS 22 EA. TRUSS -UNLESS 2X6 KICK PLATE GIRDER TRUSS NOTED OTHERWISE NOTED OTHERWISE RBL. 2X4 TOP PLATE I i 1X6 WD, TRiM 45 POST TO PLATE 2X12'5 a 12" O.G.- TO GIRDER TRUSS TOENAIL TO LEDGER , , 1 FILL 1N FRAMING , - - - - - - - ' ' DBL. 2X TOP PLATE DBL. 2X TOP PLATE „ 2X4 LEDGER- ATTACH TO LVL W/ 1265 6 6" D.C. STAGGERED 8l EA. STUD TO TOP PLT. 81 EA. STUD TO TOP PLT: 2X12 BLOCKING 'a 12'0.C. 2X'5 16" O.C. 2X'S 16" O.C. [DETAIL MID -WALL BLOCKING MID -WALL BLOCKING �(p 1/2'= 1'-,a" (11X1-7) 1'= 1'-D' (22'X34") 4X6 PARALLAM POST ,I PRE -ENG. WD. TRUSSES 24" O.C. 81 POST TO PLATE 2X P.T. SOLE PLATE -7116" OSB. EXTERIOR 1116' OSB. EXTERIOR SEE ELEVATION SHEATHING -NO SEAMS W/1 SHEATHING -NO SEAMS W/1 16" ABOVE OR BELOW 16' ABOVE OR BELOW REINFORCED CONC. FTG. ; =----- ��� NO ANCHOR BOLT W/ 2" JOINT AT 2ND. FLR. WALL JOINT AT 2ND. FLR. WALL 2X4 TOP SEE FOUNDATION PLAN" I 3 MAXAND FLOOR TRUSS `; 2X SOLE PLATE AND FLOOR TRUSS `; 2X SOLE PLATE WASHER- . FROM _ PL E L�_-3 POST- MINIMUM -7" EMBED. - 22 • EA. TRUSS 2X4'5 16" O.G. d O 3%' PLYWOOD SU5- 3 [DTAi Z DBL. 2X TOP PLT. _z FLOOR i/2"=1'-f�" CilXl-7) i' =1'-D' (22X34) 81• STUD TO PLATE SHEATHING EA. STUD TO II d 45 PLT. TO STUD uj CONNECTION 6 EA 106 CUT. NAILS 2X4 BLOCKING TO � ABOVE N TRUSS- SEE SNT. Oa 12' O.C. FORM ARCH iX4 P.T. CONC. BLOCK WALL 4 o EA. VERT. 2X4 _ - 2X4 P.T. BOTTOM PLATE a „ IV I 4 a v. a � v �.1 . 42 a 1 a a 1/2' THREADED ROD CONC. BLOCK WALL ORPRE-ENG. WD. TRUSSES a1 W/ NUT $ 2' WASHER- PRE -ENG. WD. FLOOR COLUMN KNEE WALL IFa. 1 � 32" O.G. MAX. TRUSSES is24' O.C. a °° 1 APPL ICABLE ' DBL. 2X TOP PLT. aO s EA. STUD TO PLT. 1 1 COR) g° TE�ftv v e 1/1(01 OSB. SHEATH. 50TH ; 81 EA. STUD TO PLT. SIDES -ATTACH Wlad's fL �a a 4' O.C. e PERIMTER AND a T A I 12 O.C. 6 INTERMEDIATE a' 1 a , 1/2"=l' -O" (11X1-7) i"=1'-0" (22X34) °, 2X'5 6° n 1 O.C. 2 X S 16 O.C. 1 1 a � MID -WALL BLOCKING MID -WALL BLOCKING FOLLOW DETAIL W2/D4 MTL. FLASIHING ' 1 FOR TOP OF WALL 1 le EA. STUD TO PLT. -19 EA. STUD TO PLT. Lvi a 1 b a 1 (OR) (OR) (2) 126ROOF '5 � BTTM. PLT. 1 TO EACH TRUSS DECKING ; 4,1 81 EA. STUD TO PLT. al EA. STUD TO PLT. 1 v X4 BLOCKIN �/2 ANCHOR BOLT W/ 2' 1�2 "� ANCHOR BOLT W/ 2' 3%' PL�t'WD. SUB-FLR. W/ 2-12d 16' O.G. °1 2X P.T. SOLE PLT. WASHER- � 32' D.C. MAX WASHER- 0 32" O.C. MAX 9 MINIMUM 7° EMBED. MINiMUM IN EMBED. 2X P.T. SOLE PLT. 3-7 FROM BLOCKING PRE -ENG. WOOD 1 TO EA_ STUD 1 *,0 TRUSSES � 24'O.C. 'e ii . 2X4 BLOCKING (IN a,ao aa' a IV BETWEEN TRUSSES) W/JA (2) 126'5 s EA. TRUSS Q ° 1 1 PRE -ENG. WD. TRUSSES ° a ° a � 2 4' D.G. a a 1 REINFORCED CONC. FTG. REINFORCED CONC. FTG. SEE FOUNDATION PLAN a SEE FOUNDATION PLAN ° 4 E TA I LDETAIL 16 1/2'-1'-O' (iiXIl) 1" -I' -O' (22X34) 1/2°-1'-O' (11X1-7) " "_ I 1/'O 1 ��p 1 -1 O (22X34) 16 3/4 -1 -O (11X1-7) 12 =1-(22X34)ID E TA I L �(p 3/4" =1'-0" (11X1-7) ll/z' =1'-O" (22X34) N QE ro-C uz -0Q) 0:3 Q 0� 0 0� 0 o0 ULv� �0 N �a cti 'L iL N v� s x � S N -713 CU -4 (0o Lu �:3 �s Q Q Q)� 4 S Lu z 0 �S Lu �I Lu 0 �0 U o s� m coQ) 0 �4 L Lu — F— Q) o r UQ) 8 c) 3 CIA 0 00 c v� w A J� L off/ �o Z 3 �0 e s� 0 E a �� 0 N � Z� Q� 0 L Ul e ki CL —� O c STRUCTURAL NOTES FIELD REPAIR NOTES, , , . r z X6 (41/2' EMB.) HILT[ KWIK 2X6 P.T. WOOD "BUCK' it if 11 BOLT WITH 2" WASHERS LOCATED 11 11 11 ' 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE a 1,4,41(WITHIN roOF SUPPORT (TOP AND SIDES) It „ LI 6TH EDITION, FBCR 2011 (WIND LOAD 's 140 MPH.) SUBSTITUTED W/ (1) USP MTW16 OR HC10 OR SIMPSON MTSM16 W/ BRACKET FOR GARAGE DOOR) GARAGE DOOR ,r „ (4)1/41 X 21%" TAPCONS TO BOND BEAM AND (1) 10d NAILS TO FROM THE BOTTOM 4 MIN. EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MT5t 116 DISTANCE_ FOR w " FBCR SECTION 8301 UPLIFTS LESS THAN 1-(200. NO MORE THAN 10 STRAPS MAY BE N it ii ii ' ii rr ii SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS • . w „ „ F 3. ALL FLOOR SLABS TO BE OF 2,500 P61 CONC. PLANT MIX MIN, 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION •r ' r " 4i� �'� ' r FT THICK WITH 6x6 10/10 WIRE MESH & MIL. POLY. VAPOR- 8' MASONRY WALL d) i ,r► AFT: m BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALLS MAY BE ;; �v It „ w i� SUBSTITUTED W/ 1/2 DIA. x 1' LONG WEDGE ANCHORS (REDHEADS). - DETAIL TO SATISFY 140 MPH WIND LOAD ,► ► i „ „ Lu - MASONRY FRAME SHALL BE MIN 8X16 ASTM C -9D 4. CONCRETE MASONRY UNITS SHALL MEET: CN. 1-3 OF ACI 530-02/ , d �Q- 4 - GROUT FILLED CELL W/lie ASTM 2 #5 REBAR (GRADE 60) w ASCE 5-02/TM5 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT #5 L „ „ {L REBAR SET INA 3/4" DIA. x 6" PEEP HOLE FILLED UJ/ UNITEX EA. SIDE OF GARAGE DOOR OPENING �� p T - MAX. DISTANCE TO CORNER OF C.B.S. WALL RE INF. 4815 5. MORTAR TO BE TYPE "M' OR "S', GROUT - 2.,500 -PSI 'a28 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES.. - -REINF. TO BE CONT. FROM FTG, TO TIE BEAM W/ ALL i i i r 11 0*' --2X4 V�RT � � 0� 6. MASONRY CLEAN OUTS REQUIRED 0 GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "AGI° DETAILS DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW 9 - GARAGE DOOR MANUR TO PROVIDE ATTACHMENT TO "BUCK 0 FEET IN HEIGHT AND ALL VERTICALS. UP TO lla" - NO REPAIR NECESSARY 2x8 RIDGE 1/6" TO 11/4' - ADD FILLED CELL. (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING 0 I. REBAR TO BE # 5'5 GRADE 60, W/ MIN. LAP OF 25% USE "L' BARS OF WALL BETWEEN EXISTING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRESSURES OF 25 PSF IN = a CORNERS AND USE STANDARD HOOKS a CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL WITH MIN. LAP 12° 11/4"+ - REQUIRE SPECIAL ENGINEERING- LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE H2.5a EA. RFTR. 2X6 RAFTERS a 8. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: TO RDC. BM. 24' O.C. a 1" O.G. WITH 5d NAILS. GYP. BD. WALLS SHALL BE NAILED a8" O.C_ A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE WITH 5d NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3" AND TRUSS/ AND NEGATIVE WIND PRESSURES OF 25 PSF. 2X4 VERT.'s 48" O.C. FLOOR TRUSS IS NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRUSSES BELOW C' 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MT512 a TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R6O9 OF THE 2011 NAIL TO RAFTER a TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION 4 PLATE AT BTTM. W/ C.) DOOR SIZE, TYPE AND GLAZING (2) 12d NAILS � 10. EPDXY ANCHOR ALTERNATIVE: D.) . TRACK SIZE AND FASTENER DETAILS. PRE ENG. WD. ~ THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW `` FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. � DETAILS. � THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY LOCATION, SIZE, TYPE ST18 OR LSTA24 '� ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH ,AND FASTENER DETAILS. CIF REQUIRED) RAFTER TO PLATE 1,2 , 3,4 1' TO TRUSSES BELOW GARAGE. ICK DETAIL 3/4" 1" 8' 1X6 CAP 1 1'-0" "ka w 11/5 w 9" SEE FLOOR PLAN 1/2 GYP. BD. FIN. ¢� - - - 2X4 O 2X 2X AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED 1, " CAP PER SPECS 1/2" OFFSET R 6 STUD BL. 4 PLATE SIDE B SI ALONG 2 COVE MOLDING N WALL VALLEY- SGML. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A36 CURB 1/16' OSB. SHEATHING CHORD OF TRUSSES- ATTACH W/ <2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'S a 24" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT K�L(3)2X4'6 , NAILS a EA. INTERSECTION OR 6' O.C. 1/2" DRYWALL 2X4 OR 2X6 STUD WALL ► NOTE: 0 EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. -�� , VAL LE 8 A I L END OF RAFTERS ON ONE SIDE ANDIF RIDGE BEAM IS UNDERSIZED -OUT 1/21 DD 2 8M 1L SOIL- BEARING CAPACITY 2000 PSF MINIMUM 3 4 DETAIL 1/16" .OSB. SHEATHING � " � " � D 1 j_- 1/21 it -on D 1 1/21= 1' - 0" D 1 3i, = 1 - 0 NEXT TO FIRST ONE W/12d S 6 O.C. WOOD STRUCTURAL NOTES �, 1/2" GYP. BD. 0 ROOF EDGE, _ _ _ CONCRETE BLOCK N 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE 45 NOTED BELOW. 1A CONN,�fREG. HEADER OR STEEL t DAMAGED WOOD NOT TO BE USEDLL D1 1"= 1'-0" - L_ [ LINTEL SEE DETAIL , PC EXP. STRIP N L 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR , �S BETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) 2./D3 FOR SEE FLOOR w w FOR RIDGE PLAN FOR B 3. ENI JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT p RIDGE 4 � BLOCKING DETAIL LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED a 6" O.K.. w Q Lu 1/2 " EXPAN. 4. PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 106 p ANCHOR 4' FROM EA. 6" O.C.. UNLESS OTHERWISE NOTED, tY �p�/ EDGE AND 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS �1 24' O.C. PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. '� `� CONC. BLK. 6. MAX. 1' HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 1. DBL. STUDS a EA. END OF SHEAR WALL. 8. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NAUNG PASTERN ZONE: ® Sd NAILS a 6' O.C. EDGES AND 12' O.C. FIELD ZONE: a ad NAILS a 6' O.C. EDGES AND 12' O.C. FIELD ZONE:Mal Sd NAILS 'a 4' O.C. EDGES AND 6' O.C. FIELD WMAN SEE FLOOR PLAN FOR TYP. ' EXTERIOR FINISH PC ANCHOR SPH4,6 OR 8 1/z " PLYWD. OR 1/16" OSB , MORTAR - - ASPHALT EMULSION s ' ' 0 � ' NNOTE:OS EA. STUD TRAPPING NEEDED 114 STRIP it 4' -DOUBLE OR TRIPLE HEADER 6 O.C- a EDGE a 12' O.C.. INTERMEDIATE. � EA. SIDE I 2X4 STUDS .0 =' `� L G � 1` (SEE ROOF PLAN) ROOF FRAMING GLS. BLK. PER PLAN IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL E mcaQ DOUBLE.TOP PLATE 1 ��,E A WALL [DETAIL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15�$" O.C. (FOR USE WITH "THINLINE' SERIES GLS. �; I- PC PANEL FULL LENGTH WALL STUDS USE ONLY WHEN BLK:) OR 2" O.C. (FOR USE W/ "PREMIERE' 0 ct) (PER TABLE) D1 ,- , , 1/2 - 1 -0 NOTED AS SHEAR WALL ON PLANS SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT RE INFOR. 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16 OSB, 2 2 -o� i o� 3 D CRIPPLED STUDS ; PC PANEL ANCHORS (MIDDLE): SEALANT BLOCKING. BLOCKING MIN. WALL AND HEADER REQUIREMENTS S -9- m -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 19/32 OSB, " DER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. I- PC ANCHOR STRIP ---- - 1/4" EXP. BOLT �9 9. NAIL PATTERN -DOUBLE PLATE 12' O.C.. OUTSIDE SPLICE ZONE SEE FLOOR PLAN FOR TYP. F i i EXTERIOR FINISH Q) SPH4,6 OR 8 1/z " PLYWD. OR 1/16" OSB , MORTAR - - ASPHALT EMULSION - - - - - ' 0 � 0 NNOTE:OS EA. STUD TRAPPING NEEDED 114 Z it 4' -DOUBLE OR TRIPLE HEADER 6 O.C- a EDGE a 12' O.C.. INTERMEDIATE. WHEN FRAMING PER DETAIL UPLIFT CONNECTOR D5 EA. SIDE I 2X4 STUDS CONC. BLOCK WALL =' `� L G � 1` 9. NAIL PATTERN -DOUBLE PLATE 12' O.C.. OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) a EDGE " � 16° OC EXTERIOR FINISH Q) SPH4,6 OR 8 PANEL ANCi AOR CON.' TRUCTIOIC SEE NOTE 4) ' 0 � -DOUBLE STUDS a 12" O.C- NNOTE:OS EA. STUD TRAPPING NEEDED 114 Z 0 -DOUBLE OR TRIPLE HEADER 6 O.C- a EDGE a 12' O.C.. INTERMEDIATE. WHEN FRAMING PER DETAIL UPLIFT CONNECTOR D5 rr 1 " /2 , EXP. ANCHORS i, If I, PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25'S.F. IN AREA IS EMBEDDED HORIZONTALLY =' -HEADER TO STUD 4 O.C., EA. HEADER MEMBER. (SEE ROOF PLAN) ROOF FRAMING (�( EMBED.) a 24" O.C. ��� ��, II IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL E -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE.TOP PLATE 1 ��,E A WALL [DETAIL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15�$" O.C. (FOR USE WITH "THINLINE' SERIES GLS. �; I- PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL STUDS USE ONLY WHEN BLK:) OR 2" O.C. (FOR USE W/ "PREMIERE' ct) (PER TABLE) D1 ,- , , 1/2 - 1 -0 NOTED AS SHEAR WALL ON PLANS SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT TO 0 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16 OSB, 2 2 REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. i o� 3 NAILED TO ROOF TRUSSES SPACED s 24" O.C_ (MAX) WITHOUT CRIPPLED STUDS 2 PC PANEL ANCHORS (MIDDLE): 3 BLOCKING. BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO -9- m -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 19/32 OSB, " DER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. I- 1/2" CDX PLYWOOD OR 1/2 ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN TRUSS SPACED a 24" O.G. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS CONT_ 11. FLOOR SHEATHING TO BE MIN. 23/32' PLYWOOD NAILED a 6' O.C. W/ SCCT]a _ EA. SIDE #S RING SHANK NAILS AND LIQUID NAIL ADHESIVE. a EA. JACK 12. ALL FLOOR TRUSSES TO BE END BLOCKED a BEARING LOCATIONS 2X BLOCKING If AS REQUIRED 13, TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. ' - - - - - - - _ - - -' HEADER STUDS 14. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY , - - - -1T - - - - TI--- - (PER TABLE) , P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SPH4,6 OR 8 PRESSURE TREATED. TTP, �RA1�'IING AOR OPNGS. a EA. STUD. FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 co STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. �'- .PC__ EXPANSION STRIPS (BOTTOM): Q) MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE `�s GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, 0 PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24' cl LONG. FOR PANEL ANCHOR CONSTRUCTION, STD, 4 WIDE STRIPS e ARE EASILY CUT TO 3' WIDTH, FOR 3*1/a' 'PREMIERE" SERIES BLK., AND TO 21/4' WIDTH, FOR 31/a" 'THINLINE' SERIES BLOCK. 6 L A55 L OCK DETAIL 16, 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 0 REVISIONS BY 004 � N �U n �[ z L n Q w w 0 g � 0 8 E N � O co NC 5V m0 r -' 0 I- E.) n -Z¢ cod' y � v 0 8� �w 0 Qa _jw o Z no -i ro-c Q w 0 z � 0 (rte � 0 cL 0 Q no Q Z I� Q w no DATE 10-01-05 SCALE AS NOTED DRAWN MNF r._ SHEET Dl 0F SHEETS MAXIMUM HEADER SPAN (ft.) 12' 15' 18' NUMBER OF HEADER STUDS � Z SUPPORTING END OF HEADER �_ 130 1 1 2 2 2 2 ct) NUMBER OF FULL-LENGTH STUDS a EACH END OF HEADER 10' OR LESS 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 co STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. �'- .PC__ EXPANSION STRIPS (BOTTOM): Q) MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE `�s GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, 0 PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24' cl LONG. FOR PANEL ANCHOR CONSTRUCTION, STD, 4 WIDE STRIPS e ARE EASILY CUT TO 3' WIDTH, FOR 3*1/a' 'PREMIERE" SERIES BLK., AND TO 21/4' WIDTH, FOR 31/a" 'THINLINE' SERIES BLOCK. 6 L A55 L OCK DETAIL 16, 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 0 REVISIONS BY 004 � N �U n �[ z L n Q w w 0 g � 0 8 E N � O co NC 5V m0 r -' 0 I- E.) n -Z¢ cod' y � v 0 8� �w 0 Qa _jw o Z no -i ro-c Q w 0 z � 0 (rte � 0 cL 0 Q no Q Z I� Q w no DATE 10-01-05 SCALE AS NOTED DRAWN MNF r._ SHEET Dl 0F SHEETS EXP. JOINT g" RECESS SLAB g" NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, OTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR SGD DOOR F.F. _ SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH ) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH ) fF � C2>#5 KEBABS VARIES _� X z X 101-g5. THE FRC REQUIRES BASE AND CAP FLASHING. OR M -DC PA 10-(-g5. THE FRC REQUIRES BASE AND CAP FLASHING. ua �,` z Q — v W SHINGLES OVER BUILDING SHINGLES OVER BUILDING F _ _ q PAPER OVER 1/1ro' OSB. APER OVER -1/16" OSB_ _ �t �+ _ _ } SHEATHING SHEATHING = _ PREMANUFACTURED INSULATION PRET" MANUFACTURED INSULATION ff� • • � CV BAFFLE BETWEEN EA. TRUSS BAFFLE BETWEEN EA. TRUSS 3) *5 �(2)05 KEBABS V-414" (2>#5 REBARS 11_gtl 411 REBARS 6 EA. TRUSS W/ UPLIFT 4 6 EA. TRUSS W/ UPLIFT 11_4tl 4" 22 OF 1810# OR LESS OF 1810# OR LESS DZ D2 D2 D2 X2 EA. TRUSS W/ UPLIFT %' RECESS IS 1 " " 4 X2 @ EA. TRUSS W/ UPLIFT _0 C3 i RECESS FOR ¢ 2 RECESS SLAB # # BETWEEN 1811 & 3620 0,6 REVISIONS BY � FOR DOOR BETWEEN 1811 � 3620 # � FOR OUT -SWC. _ GAR. DR. SEE ROOF PLAN SEE ROOF PLAN -- DRS. ONLY �� C1># 5 REBAR X = — — u o 04-13-12 D # d �1 �•--- �t ALUMINUM ALUMINUM 9 0 a 1" w I a DRIP EDGE ��� DRIP EDGE �� 0 m `4 w I— Lz� /i _u 00 - ® INSULATION ; INSULATION 0- �z � z r10 , , (SEE PLAN FOR TYPE) (SEE PLAN FOR TYPE) ( � 4 0 4- 2 # 10 tl I ww REBARS izit i2 SAG RESISTANT 1/ 1 (2) 5 REBARS CONT. 16 X8 FTG. I� q { Na"2 SAG RESISTANT w 1 4 OR NGYP. BOARD OR r/ GYP' OA D2 D2 �i } (2)05 X d s P BOARD = W/ 2 #5� REBAR. #3 TIE �'- --= REBARSw PLACED PERP. TO CLG. • PLACED PERP. TO CL oc EXP. JOINT li BARS • FRAMING I FRAMING u p (2)#5 REBARS D2 12' O.C. 11-4tl 4" 2X6 SUS FASCIA " tl tl 2X6 SUB FASCIA I iy g 8„ r�z GYP. BD. ON 1X2 '/2' GYP. BD. ON 1"X2' co E m w F.F_ 'I` �`- - - P.T. FURRINC:x W1 ALFOIL � INSUL_ BETWEEN P.T. FURRING W/ ALFOIL � � � —� �- z X VARIES (1)# 5 REBAR INSUL. BETWEEN � � _� — w VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT N 1"X6° P.T. HEAD 1'X6" P.T. HEAD Q Cj a co • " 4 �— = a"Xa' CONC. KNOCK LEDGER ON BEYOND a'Xa' CONC. KNOCK- LEDGER a" BEYOND 3 U- Z °C v OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE `� o O w •° O `v W/ CONC. (1) #5 REBAR _ W/ CONC. ( i) #5 REBAR (2>#5 REBARS 11 a° 4' CONTINUOUS CONTINUOUS ' 5 •°v D2 D2 18 (2)#5 REBARS 24 Q) x D2 V-4tl `�" D2 „ tl " p g 8 XS CONC. BLOCK SEE FLR. PLAN FOR 8 XS CONC. BLOCK SEE FLR. PLAN FOR � a W'� -� S ECE55 .OR F Fes - B _ _ _ BLOCK REINFORCED GARAGE CLG. SPECS. BLOCK REINFORCED GARAGE CLCD. Si�ECS. • m` (3) 5 REBARS VARIES W/ CONC. W/ CONC. w Lu X — — PRE CAST L INTEL PRE CAST L INTE 9 zLu Z C� cp 11-atl ' I ' _ 0 12 ' ' [L Lu W z W_ D2 i'-4 (2>#�✓ REBARS D2 � ® � � I � (2)#5 Q O REBARS Z ALUM. WINDOW (REFER TO ALUM. WINDOW (REFER TO 0O , GARAGE - �1 - } X FLOOR PLAN S ELEV. FOR - - q FLOOR PLAN 4 ELEV. FOR -t � c] 0 �'- _ _ -' RE5AR6 w 'L DESIGNATIONS) � o WALL (1)#5 REBARS - VARIES DESIGNATIONS) w w wF Q [� m �• (1># 5 REBAR 18 BARS „ N w d).— Al - D2 e 12" O.G. 1 -4 4 c W W nv 1� b CONC. FILLED CAVITIES EACH BLOCK WALL INSULATION- BLOCK WALL INSULATION- -0-10 SIDE OF DRAIN PIPE 4 CAVITY CORE FOAM R -S + u� CORE. FOAM R -a + 13 4" 8" WHERE DRAIN PIPE PASSES PRE CAST CONC. SILL ALFOIL R-4.1 = R12.1 TOTALPRE CAST CONC. SILL L z �) ALFOIL R-4.1 = R12.1 TOTAL� D2 THRU CONC. BLOCK STEM CONC_ TO SPECS. 8'Xa'x16' CONC. BLOCK S"Xa"X16" CONC. BLOCK Q WALL (REFER TO EXTERIOR (REFER TO EXTERIOR 2" (2)#5 REBARS t ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) � a 0 GRADE MARBLE STOOL MARBLE STOOL c � OO ULz q - 4" PVC. PLUMB. DRAIN PIPE ► 5 0 Q b- w THRU STEM WALL BLOCK p ALTERNATE BRICK 2 GYP. BD. ON 1. X2 ALTERNATE BRICK /2 C��'P. BD. ON 1X2 s� � } ,p VENEER _ _ P.T. FURRING W/ ALFOIL VENEER _ _ _ " P.T. FURRING W/ ALFOIL 0 " } S.E.MTL. WALL TIES ; ,' INSUL. BETWEEN S.E.MTL. WALL TIES 4" i'-0" w 16 tl " �_, a i . �� INSUL. BETWEEN a 11 -ON 4 6 MAX 0 PVC 16 O.C. VERT. 4 16 O.C. _ _ J 16 O.C. VERT. 4 16 O.C. LCONC. FTG. REINF. W/ (2) SLEEVE HORIZ. �-�_ _ - HORIZ. ��r_ 8 14 (2>#5 REBAR } #5 REBARS CONT, i ` i WOOD BASE i ` i WOOD BASE i D2 D2 #5* ROD EA. DOWNPOUR ,` ' #5* ROD a EA. DOWNPOUR r , ' 0 � R C g►/2 ° RECESS SLAB , - _ FINISH FLOOR MIN. 30" LAP � � FINISH FLOOR MIN. 30° LAP � ` u � � PROVIDE INSPECTION �, 0 Q .1r�2„ FOR OUT -SWC. FOR GAR. DOOR PROVIDE INSPECTION 'I -; N 0 a A LlDRS. ONLY P1 P IPE THFR,U FOOTING PORTS EA. VERT. - - PORTS 's EA. VERT. - - - -- — b X p2 DETAIL 3/a'= 1'-0" POUR N S z X ; z Z __- a } POUR Z aD A �w Qj no i p Q) N c!� (2) #5� REBAR BENT TO ARCH c0 `- - = a 6 MIL POLYERTNYLENE GRADE w L -_- -_ Q L GRACE _ v `9 _ no AROUND SLEEVE, 30" LAP MIN. _ = VAPOR BARRIER 6" f �► BOTH SIDES LAPPED AND TAPED 1 p D U �c Q �1 16 I -4 4 (2)S REBARS 15 (2)#5 REBARS CONC. TO SPECS. --- JOINTS. _ (w� cn �n M 1 tl " 1 tl v _° v v `•, D2 D2 1 -4 4 - - #5 DOWELS SEE a D Z 6 MAX PVC e o- z _ _ FOUND. FOR LOCATION — — SLEEVE GRADE - . T_ T ; - - - a w EXTEND FTG. 4" FOR 4' CONC. FTG. REINFORCE p D I� = d . , BRICK VENEER Q) p n r•-- --� 4' PVC. PLUMB. DRAIN PIPE EXTEND FTG. 4" FOR —_; U C2�#5 REBARS CONT.- SE THRU STEM WALL BLOCK o _ BRICK VENEER i v c�1 FOUNDATION PLAN N • • � DATE 10-01-05 IL - - - 6 MIL POLYERTHYLENE s m CONC. FTG. REINF. W/ (2) r tl " (2>#5 REBARS VAPOR BARRIER 6° -11 u ® #5 REBARS DONT. 1 -0 4 " CONC. FTG. REINFORCED W/ LAPPED AND TAPED 0- SCALE AS NOTED 4 z z 11l ; ( ; C2>#5 Q (2)#5 REBARS CONT. JOINTS. m DR4UN MNF � ® � � I � REBARS t� � co } ---•' MONOLITHIC; TSF I CAL WALL 5 CT (ON TSP I CAL WALL & CT I ON _SOB � #3 TIE C2>#5 W� STM WALL SOOT I FOOTING; I I ` I -��, SHEET 16 BARS i -4 4 A S PIPE THRU FOOTING A A Wl MONOL I T I FOOTING �t D2D 2 REB R ._ V- " „_ D2 a 12-0.C. DETAIL 3/a,= V-0" 3/4 - 1 0 p2 3/4 *= 1'-0* O OF SHEETS TYPICAL WOOD ROOF DECKING10d NAILS 4' O.C. 2X4 LOOKOUT a 24° O.G. ROOF DECKING TYPICAL OVERHANG 2X4 BRACING a 24" O.C. FRAMED WALL ROOF DECKING l 12" MAX.) 10d NAILS e 4" O.C. EXT. SHEATHING TO TYPICAL OVERHANG , ° (2) 10d EA. STOP ABOVE CMU w 16 MAX. END � PER PLAN PRE ENC-. WD. SCISSOR TRUSSES 24 O.C. 1/16' OSB. SHEATHING PRE ENG. WD. SCISSOR 12' MAX. (2) 10d a EA. END _ EXTERIOR FIN. TO SPECS. TRUSSES 24" O.G. ATTACH CROSS R CIN TEXT. FINISH ON CENTER POINT OF WEEP W/ 4-126NAIL6 3O.C. PAPER BACKED LATH SCREED TO BE i' BELOW T.OM. C4) 10d TOE NAILED PRE ENG. GABLE END TRUSS 2X4 X -BRACING EA, TRUSS TO 2X8 8' O.C. TO E ENG. WD. 5C SO FASTENER PER TRUSS (2) 106 6 EA_ BOTTOM CHORD s (4) 106 TOE NAILED ENG. 3RD. TRUSS IN TR SES a 2 ' O.0 EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING M ) 45' O.C. IN FIRST FOUR (4) EXTERIOR FIN. �/ O SH THING u REv�loNs BY VAPOR BARRIER TO PASS 2X8 TOP PLATE FRAMING SPACES ONLY WHEN TO SPECS. P EN GA EI END TRUSS p IN FRONT OF WEEP SCREED " SET 5ACK 12-05-12 DAL /1/0" OSB. SHEATHING EA. TRUSS JACKS SPAN 4 -0 OR GREATER GABLE ��$' W/ 0 0 2X8 VERT, a 24" O.C. 4 (2) d EA. OT CHORD Q)MOISTURE BARRIER AND TEXT. CEMENT 0 BOND BREAK PER (4) 10d TOE NAILED FINISH. FLUSH p 6TH EDITION 2011- R-703.7 2X8 P.T. SOLE PLATE GYP. BD. (SEE STRUC. NOTES CABLE W/ 2X4 DIAPHRAGM FR fN `m ` . 48" O.C. IN FIRST FO (4)� U 1�2'� ANCHOR BOLT W/ 2' FOR NAILING PATTERN) SIDING FINISH FRAMING SPACES- NAILS �z WEEP SCREED -PER , WASHER a 32' O.G. TO TOP OF BOT M CHORD (�' 4 STH EDITION 201(- REFER r0 � � � w R 10312.1 ,, #5 REBAR IN POURED DETAIL A/D3 � p- a- w CONC. FILLED LINTEL BLOCK KNOCK OUT PRE ENG. END " W/ 15 REBAR FOR FLASHING p w JACKS 24" O.C. S -0 MAX. REQ. �� CONC. BLOCK WALL ,, CL TYPICAL CMU WALL G_6 NON B N 10d NAILS °!r'` GYP. BD. (SEE STRUC. NOTES u 0 D3 G-3 GALE END 4' O.C. �� FOR NAILING PATTERN) 8 D3 • , ATTACH CROSS BRACING N CONCRETE ROOF DECKING W/ 4-126NAILS 3" O.C. u O BLOCK WALL 2X8 P.T. SOLE PLATE u� ,n, NG PRE ENG. WD. SCISSOh aPRE ENG. WOOD TRUSSES fE1�s "� ANCHOR BOLT W/ 2" c . -d c 3 TRUSSES a 24' O.C. 24 O.C. \V11 G-} A5L N WASHER a 32' O.C. --0 < z oco D3 GONG: FILLED LfNTEL BLOCK - (2) 10d NAILS Z3 LJ •° TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +— 1/4" W/ 1 * REBAR �� V C •� I" EDGE— 1 1/2' EDGE 2 1/2' EDG; 45 a 24' O.C. 2X4 LOOKOUT a 24' O.G. ROOF DECKING dcf)ixu c TYPICAL OVERHANG 2X4 BRACING a 24' O.C. � v-5 12 MAX.) lmd NAILS 4' O.C. � c dX3" � SHIM UNDER TRUSS L31 Q)f-p • x z x S"XS'X16" CONC. LINTEL Q w 2X4 BLOCKING 24 O.C. ua ua w DBL. 2X8 TOP PLATE BLOCK CONT. POUR (STAGGERED) PRE ENG. WD. S SSO N 1 1/2' �, N o W/ 1 #50 REBAR CONT.EIFE - w 1/ 2 1//1� OSB. SHEATHING SES a 242- �., N COMMo�i 2X8 VERT. a 24' O.C. CONC. BLOCK WALL 4 EA. 2X4 12' MAX_ ) 10 E O 1 Odx3" Z x x BELOW EA. TRUSS D1 AM ING o �_ � G-4 � 4 ST F (4) COMMON Z DETAIL 2X4 X -BRACING z OPP. SIDE U U 81 EA. 2X8 VERT. 3 AMING SPACE ILED U 8 O.C. TO TO TOP OF BOTTOM C RD 2X8 P.T. SOLE PLATE 3RD. TRUSS W0 TNA fill o 10dx3 1 N " ROOF DECKING (2) 106 END COMMONO) �2 ,P ANCHOR BOLT W/ 2 �3 x OPP. SIDE a, WASHER a 32' O.C. PRE ENG. WD. SCISSOR OF BLOCKING TRUSSES 24" O.C. 2) 10d a NAILS a 12' o.C. 0 (2)zx4's (2)2xs's (2)2xs's 5 REBAR IN POURED 0 KNOCK OUT ATTACH CROSS BRACING 2X 5UILT-UP 5TUtD o Q _ B N l2) 10d NAILS '� EA. W/ 4-126NAILS 3' O.C. Q (� COW'* -IN DETAIL 5 G -! TO x/16" OSB. SHEATHING s 112"-l'-0" D3 END OF BLOCKING DETAIREFERL A/p3 m BOTTOM GHORD OF TRUSS THRU BOTTOM CHORD 2X4 VERT. 24' O.C. ;- c Lu 0 (4) 10d NAILS 's EA. FOR FLASHING �0 2X8 PLATE G-2 REQ. 0 ' BLOCKING TO PLATE 2X6 P.T. SOLE PLATE uno 2X8 CRIPPLES D3 : 'i '/2"0 a Q) 4 O IOd NAILS ,.4 /2 0 ANCHOR BOLT W/ 2 S z • 4" O.C. WASHER a 32' O.C. '' n 2X4 BLOCKING a 24 O.C_ p •�, no (2) 2X& HDR_ -UP TO 6'6 ONC. FILLED LINTEL 51 i- 9:�f R. -FROM &'-I TO 10' 2X8 P.T. SOLE PLATE W/ i #5 REBAR w tu SIDE 111(o' OSB. SHEATHING oJ3 3: �W -2 G A L N CONC. BLOCK WALL s 0 00 2X8 VERT. a 24" O.G. ZT-, 2X8'5 a 24' O.C. (4) I0d TOE NAILED 3 •L Q Q � FLAT BOTTOM FABLE END 9 00 CL 2X8 SOLE PLT. ;�=—_ _-_�` �� 2X8 P.T. SOLE PLATE ZX4 O aOOF DECKING o "' 1_ OKOUT 24 O.C.OCu �` TYPICAL OVERHANG 2X4 BRACING a 24' O.C. 3 2X8 FULL- , LENGTH STUDS ' , ° (12 MAX.) o JL _-_ -- =-- � G-� G L ENS lOd NAILS 4' O.C. E12 7rv 2X8 HEADER 1 ___ - - - - -E 3 Q)STUDS------===1=====_______, 0 > PRE ENG. WD. 5C 550 u u) DOUBLE DOOR SINGLE DOOR WINDOW 1/2"0 ANCHORS&ES a 24" Q BOTTOM CHORD OF TRUSS FOR MULTIPLE WINDOWS AND BOLTS W/ 2 G-2 " a 2X5 PLATE 12 MAX. 2) 10• E �S a w WASHER a 32 O.C_ , , 0 DOORS USE 2 TAPCONS PER 2X8 CRIPPLES D3 - � 4a"DIAD ST AMI � � � WINDOW AT THE HEAD AND 4 (2) 2X6 HDR. -UP TO 6'6 2X4 X -BRACING MING &PAG AILED N p TAPCONS AT THE JAMB_ no BLOCKING 4 SHEATHING 4 l2) 2X8 HDR. -FROM 6'� TO 10' a 8 O.G. TO TO TOP OF BOTTOM RD � `~ BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS 3RD. TRUSS IN 9 0 CHORD IF NECCESSARYu roc BUCKS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT All_� N ___ (2) lOd a END s� Q DOORS IN PINE OR SPRUCE. AT WINDOWS ATTACH BUCKS TO ST18 a EA. SID ATTACH CROSS BRACING Q Q OF BLOCKING a^ BLOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO D3 " —___;� W/ 4-12dNAILS 3" O.C. TAPCONS SHOWN. AT DOORS OR FIN WINDOWS IN BLOCK, 2X8 S a 24 O.C. - z C ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING ' ' 2X4 BLOCKING- PARALLEL o m ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND S' O.C. 2X8 SOLE PLT. ! �' W/ EACH 2X8 VERT. z Q W/ 2-126 NAILS EA. SIDE • •• Q STAGGERED IN THE FIELD. 2X8 FULL- °r' •e4 'L---------- ---;' 2X8 BLOCKING- BETWEEN LENGTH STUDS •�. .. $ • ;. y ,,. �° REFER TO EACH 2X8 VERT. USE MIN. 21/4" T -NAILS w/ lx SUCK. USE MIN. 1�4' x 3" TAPCONS f -a• '•• i DETAIL A/D3 10d NAILS a 12" O.C. Lu/ 2x BUCK. START ALL END TAPCONS WITHIN 6 " OF 2X8 HEADER - -•- • - - - - ,.� r -•- -------- ' .:' FOR FLASHING DATE 10-01-05 PRE -ENGINEER ROOF , .•/l6" OSB. SHEATHING �s CORNERS AND 30' ON CENTER MAXIMUM. I TRUSS TOP CHORD STUDS ' ', ' ; REQ SCALE AS NOTED 1/2'- ANCHOR : • • ; ; i i i . �I 2X8 VERT. e 24" O.C. (L o NOTE BOLTS W/ 2" ` :. ; i' i i :• (4) 10d TOE NAILEI 0 DRAWN MNF IN CASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: WASHER a 32O.C. 10d NAILS 2X8 P.T. SOLE PLATE Jos ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING a 4" O.C. AEA 1/4' x 4" TAPCONS AT 3" FROM END AND 12 O.C. IN s " CB D E TA I GLASS OPENING CONC. FILLED LINTEL BLK. - sNE1_T THE TAPCONSEW/. ATTACH OM END FRAMING END AND 122' O.CSN(THE. X , /4 2 3 N.T.S. G-2 45L=, EN W/ 1 ' REBAR BLOCKING � SHE HIND 0 - CENTER. D2 D3 N.T.S. 3 CONC, BLOCK WALL u SCISSOR GABLE ENI O OF SHEETS SEE DETAIL A/D2 _ _2X4 LOOKOUT 0 24' O.C. ROOF DECKING FOR ROOF TYPE, T,1'PICAL OVERHANG 2X4 BRACING 6 24'0C `r DECK TYPE, ; ( 12' MAX.) 10d NAILS 4 O.C. w FASCIA TYPE AND PREMANUFACTURED OVERHANGd �� CONSTRUCTION ' � INSULATION 5x5x1 L-FLA6HING W/ I BAFFLE BETWEEN EA. TRUSS—\ 2" OVERLAP AT EA. PIECE MAX. ! PRE ENG. UJD. S SSO ATTACH GROSS BRACINGI TRUSSES 6 24" O. HIO 6 EA. TRUSS W/ 4-126NA1LS 3" O.C. Od a E 2EXT. 1/16" OSB. SHEATHING - ----- ) lX4 RA FRAMING DD4 1'-g" C35 KEBABS UJALL� PRE ENG. GABLE END TRUSS O.0 FIRST FOUR (4) \ 2X4 X -BRACING � 8`-0" O.C. TO AM SP S- NAILED T OP OTT CHORD -- 3%" RECESS IS 3RD. TRUS IN r ----------- 12» FOR OUT -SLUG. (2) 10d Q END OF BLOCKING SEE DETAIL A/[)2 i FOR ROOF TYPE, - ------------ DRS. ON Y ST18 6 32' O.C. ��O DECK TYPE, OFASCIA TYPE AND I» w �� 10d NAILS 4' O.C. OVERHANG �\ (2) 10d EA. BOTTOM CONSTRUCTION u ' CHORD , 5X5X12' L -FLASHING DBL. 2X4 TOP PLATE-------" - - - \ FIRST PIECE ONLY /2 SAG RESISTANT 2X4 BALLOON FRAMING OR rP/a GYP. BOARD \ 6 16" O.C. PLACED PERP. TO CLG. DD4 ROOF FRAMING 1'-8" (3)*5 REBARSATTACH CROSS BRACING A L T. T F�U 6,5 E) I F,, 9' RECESS FOR W1 4-126NAILS 3' O.C. 5PH4 EA. STUD SL CL.DR. P 3/4' = 1' -0' 1/2 " GYP. BD. �s I PREMANUFACTURED lka' TEXTURED CEMENT FINISH INSULATION OVER METAL LATH OVER 1/16" u1 DETAIL I L BAFFLE BETWEEN EA. TRUSS � OSB. SHEATHING 4 WEATHER N.T.S. RESISTANT MEMBRANE HOUSE WRAP H10 e EA. TRUSS INSULATION SEE FLOOR PLAN OR ZZ FOR TYPE HORIZ. LAP SIDING OVER 1/16" OSB. SHEATHING D4 C35 REBARS 0a-08-13 U�zu 04 SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, EXP. JOINT -7_ INSULATION Z X —` _ FASCIA TYPE AND 01: FOR TYPE 0 u Q �.- OVERHANG w 1/2 " SAG RESISTANT Com] u w _ }- CONSTRUCTION p PLACED PERP. TO CLG, w no N \ BOTTOM OF 2x4 DBL. W o TOP PLATE i roc Q) `~ z zw ; I ; l3 )#5 0 SP4 6 OR S 32 "O C STUD TO NAILING - 1/2' SAG RESISTANT PERIMETER- 6' O.C. OR 5/a" GYP. BOARD INTERIOR- 12" O.G. PLACED PERP. TO CLG. w UNLESS NOTED OTHERWISE FRAMING (2) 2X HEADER O (2X8) SPAN UP TO 6 ` 1/2"(P ANCHOR BOLT UJ/ 2' (2X12) SPAN 6' TO 12' > WASHER Q 24' O.G. uj O CC ® QC I I REBARS w I/ " ALUM. WINDOW (REFER TO I- TOP PLATE w 2X4 P.T. SOLE PLATE %l WQ , , (31*15 . X FLOOR PLAN 4 ELEV_ FOR DD334 i,-S" l35 REBARS �I --- - REBARS w �" �'- - - ' DESIGNATIONS) z 8d NAILS 6" O.C. #3 TIE BARS MARBLE STOOL 12" O.C. R-11 INSUL. p- REFER TO DETAIL A/D3 D4 STRUCTURAL SHEATHING ATTACHED PER NAILING2X4 STUDS 16' O.C. FOR FLASHING REQ. - SCHEDULE SEE DETAIL 1/D5 412" RECESS SLAB 2X4 BOT. PLT. W/ O I� FOR DOOR (2)12d NAILS e 12" O.C. l N SXS CONC. LINTEL — - _ - Ed NAILS 3" O.C. WALL SHEATH. WOOD BASE X -cs� �`� _ TO EACH VERT, LU _ twit BLOCK- SEE FLOOR I� < _ m r, _-- ---., p R FINISH FLOOR `n PLAN FOR ' 2X4 BLOCKING ' EA. REINFORCEMENT ®6 I HURRICANE STRAP 36 24' 03 54 S _� , i GABLE END FLOOR TRUSS W/ 16' PRETEU S SYSTEM. REB R ® I FLOOR R S S EM . D4 , , HETA16 W/ (10) 10d X 1 y" " NAILS o 32' O.C. 30" MIN LA 3/4' RECESS IS REBARS w REFER TO DETAIL A/D3 FOR —� FOR OUT -SLUG. C3)#5 112 , - ' REBARS w FLASHING REQ. - - - _ i DRS. ONLY } �•---' ---' __-L ? 2X4 BOT. PLT. W/ l2) 'A lk1/2' SAG RESISTANT 3a" TEXTURED CEMENTm ZZ VyOR /a GYP. BOARD WASH ON ALL CONCRETE 3S #3 TIE BARS 12d NAILS 'S 12 O.C. a " `n i' -S" 4" 0 12" O C ; PLACED PERP. TO CLG. Z BLOCK APPLICATION - D4 FRAMING 4 - N 8" Sd NAILS 3" O.G. WALL r 16» PRE -ENG. , SXSX16 CONC_ �.�-'�'�- - - SHEATH. TO EACH TRUSS � } (3)5 REBARS I� VARIES FLOOR TRUSS w 31 1'-S" 4" 2X CONT. RIBBON ' BLOCK WALL Lu TOP $ BOTTOM W/ I •� D4 t cfJ - - - - — — - ,� (2) 10d NAILS TO EA. TRU5� 8X8 CONC. LINTEL Z W LL r.: ., r r �- -4 9" RECESS SLAB® BLOCK REINFORCED J FOR DOOR ��7cz N SIMPSON HETA16 W/ '�\ W/CONC. 4 (1) #5 REBAR Q- X ® (10) 10d X 1 1/2 NAILS I CONTINUOUS O =1 Z EACH TRUSS O m , Q SEE FLK -F AN FOR O PRE -ENCS. WD.TRUSSES � 2d' O.C. nj n I REBARS w REFER TO DETAIL i GARAGE CLG. SPECS. ti WOOD BASE tW Q • cv \4 -1 qC35 X A/D3 FOR , W FINISH FLOOR s } 0- - - ' - - -' REBARS w FLASHING REQ. N 1-8» 4» 39 » #3 TIE BARS ALT, JO f 5T ED I R. 38 i -S 4" e 12 O.C. GRADE cs� D4 D4 3/4 i'-0" BOTTOM OF g" FTG 12" MIN VARIES BELOW GRADE X — - <t z (TYP) �t r ln/ _ ss LL CV W • • N i — 13 5 REBARS RE #5 W2 F WAL 42 1'-8" 4' REBA1<'S �� `3/4"= 1`-0" D4 D4 —�-- 1 #54 DOWEL a SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING L 5ECTION T �r F BY 0a-08-13 U�zu 04 w w INSULATION Z o SEE FLOOR PLAN 01: FOR TYPE 0 u p� L o:3 1/2 " SAG RESISTANT Com] u w OR 5/a" GYP. BOARD p PLACED PERP. TO CLG, w no FRAMING U) BOTTOM OF 2x4 DBL. W o TOP PLATE � 0 n roc Q) `~ z �o i LOCATIONS z cA S z _ (3 DATE 10-01-05 SCALE AS NOTED GRADE - - Q)Q) Q OF SHEETS } p p _ ,-3 GLI � 3 LU ALT. MONOLITHIC FOOTING Z 2x4 BLOCKING >-2x4 �L s Q) '- EQUALLY SPACED IL � �s BLOCKING O 6 24' O.C. u- N -6 uj 1/2 " GYP. BD. cLu WALL � 0 l7 2X4 6 16' O.C. 2X4 a 24' O.G. � 0 R-11 BATT INSULATION QL s� SPH4 EA. 2X4 VERT. �s sQ) 1i2' GYP. BD. ON 1'X2" 0 �, P.T. FURRING W/R-3 RIGID INSULATION ui tit w � 3 � - i #5� REBAR IN w o FILLED CELL- w 0 SEE FOUNDATION ,M PLAN FOR Z 0 LOCATION d O c- 1_ LL MO I REBARS w REFER TO DETAIL i GARAGE CLG. SPECS. ti WOOD BASE tW Q • cv \4 -1 qC35 X A/D3 FOR , W FINISH FLOOR s } 0- - - ' - - -' REBARS w FLASHING REQ. N 1-8» 4» 39 » #3 TIE BARS ALT, JO f 5T ED I R. 38 i -S 4" e 12 O.C. GRADE cs� D4 D4 3/4 i'-0" BOTTOM OF g" FTG 12" MIN VARIES BELOW GRADE X — - <t z (TYP) �t r ln/ _ ss LL CV W • • N i — 13 5 REBARS RE #5 W2 F WAL 42 1'-8" 4' REBA1<'S �� `3/4"= 1`-0" D4 D4 —�-- 1 #54 DOWEL a SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING L 5ECTION T �r F REVISIONS BY 0a-08-13 STG 04 w w a C4 Z cn6��` N < to �w 0 u p� 0 c Z 0 Com] u w U) _j GRADE co w no U) BOTTOM OF � W (' 1 #54) DOWEL Q SPECIFIED � 0 n roc FTG 12' MIN no i LOCATIONS z cA S BELOW _ (SEE FOUNDATION PLAN) DATE 10-01-05 SCALE AS NOTED GRADE - - SHEET D4 OF SHEETS p p C TYP) ALT. MONOLITHIC FOOTING 8 N F - WALL SECTION l7 REVISIONS BY 0a-08-13 STG 04 w w a C4 rf 04 B Z IY cd N cn6��` N < to �w 0 u r V I 0 c Z 0 Com] u w U) _j _j a Q Q w no U) a Q � W no no roc U)Q no Q z Qw 0 DATE 10-01-05 SCALE AS NOTED DRAWN t INF JOB - SHEET D4 OF SHEETS NOTE: - 1/2" PLYWOOD OR 111(o' O.S.B. TO BE USED AS UPLIFT RESfSTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APDLICATIONS, SHEATHING SHALL EXTEND MIN. V-0" W/O BREAK ABV. 2nd FLOOR BOTTOM PLT. TO T.O.M. NAILING; 5CH EDUL : ( 2 )ROWS 0 3' O.C. AT TOP AND l I )ROW AT BOTTOM OF WALL, 6" O -C_ ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING SCHEDULE. Z WALL SHEATHING SPLICE Y_o '" k" k; '" 7 1:r:u-1 ,, T 0 0 Lt" 0' M4 Ee 0 In DBL. WALL SHEATHING ELEV. � BAL_ L.001� FRAMING:; N.Ts_ TOP PLT. BE'I'OND NAILING PATTERN SHEATHING SPLICE r 77PER NAILING SCHEDULE. ' N 4" 4„ INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO .. .. .. OPENING. ' • • • *"Lou* • • • • • • • • • • • • • • 0 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 CABINET • • • • • • • • • • • • • • • • 0 0 • • 0 0 • • 0 9 0 0 0 • 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE • • • 0 • • • • WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 1S X18 C 0 • * • MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE .. . .. .. SECURED. ' " " ' • • cfJ 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT • • • • • 0 0.. . .. • . . USED. • FLOOR SYSTEM BEYOND ' • • • 0 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. • • • _. .. .. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. _. DO USE EXPANDABLE FOAM, • . UOSE OF EXPANDABLE FOAM WILL VOID WARRANTY. • • BOT. PT. PLT. BEYOND • • • • • — — ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. 700 THEN, CAULK THIS GAP. 0 0 CIMU WALL PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR CMU W,4LL FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING METAL L. I ' I I SHEAT1- INC� ELEV. OVER ALL OF ROUGH OPENING 2. SET WINDOW UNIT. Ee 0 In DBL. WALL SHEATHING ELEV. � BAL_ L.001� FRAMING:; N.Ts_ TOP PLT. BE'I'OND NAILING PATTERN SHEATHING SPLICE r 77PER NAILING SCHEDULE. ' N 4" 4„ INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO .. .. .. OPENING. ' • • • *"Lou* • • • • • • • • • • • • • • 0 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 CABINET REMOVED. MATCH C • 0 0 • • 0 0 • • 0 9 0 0 0 • 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE • • • 0 • • • • WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 1S X18 C 0 • * • MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE .. . .. .. SECURED. ' " " ' • • cfJ 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT • • • • • 0 0.. . .. • . . USED. • FLOOR SYSTEM BEYOND ' • • • 0 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. • • • _. .. .. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. _. DO USE EXPANDABLE FOAM, • . UOSE OF EXPANDABLE FOAM WILL VOID WARRANTY. • 0 0 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, 1' METAL • — — ' — — — — — ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. OF META THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR CIMU WALL PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING METAL L. I ' I I SHEAT1- INC� ELEV. OVER ALL OF ROUGH OPENING 2. SET WINDOW UNIT. CHUTE B 2 - eTORR -I' FAM f N N.T.S. 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE 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. 3/4" PLYW x/16" OSB SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUD JOINT GYPSUM WALLBOARD 2X4 BLOCKING PLACED NAILING PER FLATWISE (2) 1(od NAILS SCHEDULE EACH .END O SHEATHING BLOCKING '�i)NORIZONTAL JOINTS N.-rs n50"NE,4fiHING UFLIFT IDET,41L�5 IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE In FLANGE PUT INTO WINDOW SILL AREA OF ANY WINDOW. WD. TRIM Q N REVIE 0 E u_ 0 9Q Q) �o �L 0 f6 L Q} N to L li � 3 �N Q� N to s -x a VC �9 p Q� L ICU0 4-3 0� L � s 6l Mfg C 0cj L N Q) V L � Q) fls U � 3 L 0� F=Q OU QQ) t Lu pp I 3 Q) C L N0 LL M0 L Wr ' C sEl � C z Q)� U) � Q d) ca DATE S -V U iL 0 SCALE WINDOWFLASHING DETAIL � LAUNDRY CHUTE DETAIL I ° ISHEET N.T.S. 1'-0" (IIXII) I"= 1'-0' (22'X34') �- O of