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Home My WebLink About3861 Night Heron Dr (a)REVISMS BY 12-®1-14 RDC z rn L m p C ZLo 'Pt W w V� E w 8 Q N cr) C Co Cd CL c N � w � —OR LL o�LBC6 o` aw )0IL LLJ 0 nn 5 w loin V � w O O CA V V II II �w DATE CD4 6-12 SCALE AS NOTED DRAWN RDC JOB 2382 SHEET 005HEETS OF 1 60 ZQ TO SUIT EQUIP. FURN (-4' TYP. 511)E5 CONDENSOR UNIT 5HT. ANGLE BRACKETS OR 2" WIDE 202a GALV. STEEL STRAPS PAD ABOVE BA5E FLOOD ELEVATION 4" THICK GONG, PAD - SEE PLAN FOR UNIT LOCATION tt REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT !u/ #14 5HEET METAL 5CREWS U1/ GA5KETED WASHERS 4 CONNECT TO PAD W1 T"XII/s" TAFGON SCREW OR 3/a" BOLT. SEE TA3LE FOR QTY. PER 51DE. ANCHOR SPACING TABLE LENGTH / SIDE NO, OF ANCHOR/SIDES LESS THAN 12" ONE / SIDE 12" - 24" TWO / SIDE 24" - 30' THREE / SIDE 30" UP e 5tons 8 UP FOUR / SIDE rj--�CCND, ANCHOR 1DETo FOUNDATION NOTES I. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE, 2, El DENOTES FILL CELL REINF. UJ/ CONC-. UJ/ (1) #5v REBAR. GRADE (o0 3. ■ DENOTES FILL CELL REINF. l.U/ CONC. UJ/ (2) #50 REBAR. GRADE /00 4. DO NOT SCALE FRINT5! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DI5CREFANCIE5 OR ERRORS TO BE R-PPORTED FROMPTLY TO SUPER- V15OR FOR CLARIFICATION. 5. WATER NEATER T d F RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATEFz AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. 0. 0 DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 F.5.1, 4" THICK WITH e)Xo 10/10 GAUGE REINFORCING MAT. WITH _00&mm (6 mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUFFORTED ON APPROVED SLAB BOL "TERS. FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIFE MESH. -1. PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND WALi<!.UAY AREAS. DELETE. SLAB IN AREAS PAVERS ARE USED, 5. W�le'NDARD FOOT[ ' NOT U5;D � ` � A �_ NATE TING S. MECHANICAL EOUIF. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 11. BORA-CARE TO BE APDL IGD ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.482 FLORDA BUILDING CODE, 1-A" 24'X24"X12" CONC. FTG. W/ (3) ^v'S P1 1El --I-1, ---- II- 20 3RICK q D2 II PAVERS � m II cc m I m II KJ' -5" II EL -4" 0 0 El ---_-- I II FOOTING i II GRANGE II II El II I 11 II IS ' D2 m 22 D2 WC 1 LA I D4 4" FV A/ I UR II — I I 31,"X31,"Xlo" I I CON . FTG. UJ/ () #5'S E. I - ' I 11 _ 1 1 31/1, I1� mom. .. m 401-01, //�� /J� /]� 211-511 /j� '-oll 2-01 -0" 1 14'-011 , 1-01-4" '-4' _ EO o a n El o — a r� -- — — —_ ___—_--� ___-----1� II Il 16 II I D2 D2 i REF. EL EV. EL o'-04- El '- " a I NB I m I y" o I I I _ DUJ 1 1 1 Ll T 4�"X40"Xlo" N � II II / 1 + El �CONC. FTG. W1 � Z I I El / I L - - - J 3( "X3ro lxIKJ" — J LF �� = CONC. FTG. W1 I I I I I 11 m (5) ^-5'5 E.IU. I I IGEMA ER l i I D2 r -1� co 12'-8y" � I I I I f T AI S F i 1 o II 11 II II II % t 11 31 D2 W. SP.rT D4 F -F I I II i ' II I LTJ 3/o"X3o11X1 11 i — CONC. FTG. W/= D4 j --- —"' --� EI -4° I C 39 a I E r- , Q4 L B III II II El II 0 c O I 0 3("X3/oXl%2 I I 2'o I CONC. FT . W/ I I Q D2 11 CJ I PAVERS II I I — -1 E= 51, F_ E N I---'�—I +e Q I E 11 IS D2 II r I _ ET C I I D2 .I J 4"X24 16" ',IG. FTG. W/ 3) #515 P.W. \,� /� (�/7 01I le'' -0" D2-Y/II 31_11 20'-0" FOUNDATION FLAN 11/4 11 I/8"=1'-0" (IIXII) I/4"=I'-0" (22X34) C a REVEONS BY 12-09-94 RDC II m N �Z�� II a W w m II cl) II pW�o z� ALL II a ¢wto0a II II K II o II Q CL 0 Q 0 0 D 0 LL I D2 .I J 4"X24 16" ',IG. FTG. W/ 3) #515 P.W. \,� /� (�/7 01I le'' -0" D2-Y/II 31_11 20'-0" FOUNDATION FLAN 11/4 11 I/8"=1'-0" (IIXII) I/4"=I'-0" (22X34) C a REVEONS BY 12-09-94 RDC z m N �Z�� L'f_j d^"IT W w 8 Q cl) 0'Z1 �N pW�o z� ALL 5r_ ¢wto0a cn �w O Q CL 0 Q z D 0 LL 0 CC CA Ono 00 no- r� DATE 04-6-12 SCALE 45 NOTED DRAWN RDC JOB 2302 SHEET 01A OF SHEETS TABULATION UPPER LIV11NC3 ---------------- 1,04 SF, LOUDER LIYINCT---------------- 1,334 SF. TOTAL L IVINGT - - - - - - 2,380 SF. �ARA�E--------------------- 418 SF. ENTRY PORCH---------------- 99 SR LANAI ----------------------- 115 SF. FRONT BALCONY-------------- N/A SR REAR BALCONY-------------- N/A SF. TOTAL UNDER ROOF 3,012 SF. GENERAL NOTES I. 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 UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR BLOCi< WALL DIMENSIONS TO BE 11/2` UNLESS NOTED OTHERWISE. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. FLOOR FEAR W/ D IMEN51O `5 1 1,411 I/a"=1'-0" (IIX17) 1/4"=I'-0" (223034) REYL91ONS 12'-4" 2T -a" 92-0-14 R®O z rn ( N m rn Z_�n �W (LZ w FF-- p II' -4" 10,-a" 3. a.. a 8 Q N F-13 o 0 0 O� 'o— I� C (L a <WLoOFE ui O rV L5 z o o 0 w Q � I m ' - 0 O UL I 1 CA �O r/��I ww V V 9'4 CLC. uu I Q) DATE 04-'0-12 SCALE AS NOTED DRAWN RDC �Q SHEET 02A OF SHEETS I I I I I I 12'-4" S'-a3�4" I I , N JE1 11 ElM E3 R.2 m II El ❑ o ro OQ 52" 52" 9'4 GLG O o - El' "'4/4" , 3'_5" 3'-5" �- 2" E -3' -II" ' T -T N i r- -� II c0 I I ❑ m I II II nj O- - - � - - - - - - - 9'4 CLC:;. L L -I-IJ t- r--- I - --i- ❑ �POWER:, 9'4 CL 0'_2" - 3'_5" 2' IO 2" 3'-5" m 32 d i O UJH Q F1 EX — = �' 0 0 0 0 914 CLC. Q) 9'4 CL °..............❑ o ❑ o I 4" I ^'-a" 9'-o" ul N IV o jI1 9'4 CLC...��i. 12'a CL G, co ❑ Q ❑❑-----------' ❑ ❑ C`l 0 ro 0 0 [0-711 2'-0" 20'-0" 9'-0" II' -0" 40'-0" FLOOR FEAR W/ D IMEN51O `5 1 1,411 I/a"=1'-0" (IIX17) 1/4"=I'-0" (223034) REYL91ONS BY 92-0-14 R®O z rn ( N m rn Z_�n �W (LZ w FF-- p a 8 Q N co I LZCCMN O� 'o— I� C (L cf) c °-�° <WLoOFE ui O rV L5 z 0 U) w Q � � IU� L, ror 0 O UL CA �O ww V V II II uu DATE 04-'0-12 SCALE AS NOTED DRAWN RDC JOB 23a2 SHEET 02A OF SHEETS PER oTH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE DPAD LOADS FLOOR: STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF MECH/EL EC -------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -1 PSF GEILING5--------- 3 P5F MEOW/ELEC-------------- 5 P5F TOTAL --------------20 PSF FLOOR LIVE LOADS 12 RESIDENTIAL FLOOR: ------------40 P5F UNINHABITABLE ATTIC 12 WITHOUT 5TORACaE: ------------ 10 PSF UNINHABITABLE ATTIC W/LIMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN SL EPPING ROOM: ------------ 40 P5F SLEEPING ROOM: 30 P5F STAIR LIVE LOAD: ---------------40 PSF 5ALCONIE5:---------------40 PSF PA5SANGER VEHICLE GARAGE: _ _ _ _ 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (P5F) TRIBUTARY LOADED AREA (50. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-oOO OVER oOO 0:12 < 4:12 20 l0 12 >-4:12<12:12 16 14 12 >--12:!2 12 12 12 WINE) INFORMATION PER oTH EDITION, 201-1 FLORIDA BUILDING RE5IDENTAIL CODE I. BA51C WIND SPEED: -----------140 MPH 2. WIND IMPORTANCE FACTOR: ---N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE-- +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD INC - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA - XXX RESIDENTIAL CODE, SECTION 8301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. r-;ENERA L NOTES PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN '�D WASHER SPACE. VENT DRYER THRU ROOF, PROVIDE COLD WATER LINE FOR ICE MAKER LINE '0 REF. SPACE, 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 GONG. BLOCK WALL HGT. -@ 9'-4° A.F.F. DENOTES CONIC BLOCK WALL WGT. ,�D 12'-8 A.F.F. i. REFER TO TYPICAL DETAIL SWEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 8. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES �. ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 1301.1 - M1301.2 10.AL L INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERWISE. NOTE: DOOR FROM DOUSE TO GARAGE MUST BE SOLID WOOD DOORS NO LESS 1 3/8" IAW 8302.5.1 E(--3 81=5& WIN[DOW 5CHEDUL E 51-125 33 1/2" H. X 30" W. MIN. NET CLEAR OPENING 5.7 5QFT NOTE. ALL LEMEF,(---:; ENG ' SGAFE— WINDOWS 5ILL5 TO 5E NOT MORE THAN 4411MIN. AFR1 83102 _ FE3GR (2011) FLOOR FLAN W/ NOTES 11/41 I/8"=l'-0" (11X1-1) I/4"=1'-0" (22X34) 35.3 + 135.31+ 33.7 + 38.2 38.2 44.0 SH25 51-125 PR. 51-125 D ov gn i vv,. IL NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO NOTE: ALL INTERIOR DOORS ON THIS FLOOR TO BP: 6'-8n U.N.O. - VERIFY WITH COLOR SHEET. > '�J� GiFNERAL NOTES I. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREFANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BF 311/2" UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR BLOOD WALL DIMENSIONS TO BE 11/2" UNLESS NOTED OTHERWISE. 5, FULL ALL DIMENSIONS FROM THE REAR OF FLAN. irvr..1 FFEFR F-! 00R FLAN 0/ 0 IMENS IONS "A"_ I/8"=1' -O" (11X10 I/4"=1'-0" (22X34) I I REWOOM BY 12-01-14 RDC z rn r N m m � oz a w W z --------------------- ----------------------- I I i I I I IS'n /4" 14'-434 3' 1" (IL Ir � N W c O p75^ 96 8 au WOa- Lu O _l hD'-ll� " 2'-8" �o'-II" Z11' 4' LOL z I P3/4', Lr 0 Z A w 7 ror0 3.-0. n DoL0 0 00 I� 4�' I �L\ll no w 010 �.� a, DATE 04-/0-12 SGALE As NOTED DRAWN RDG JOB 2332 CLGI a O4Q BfR-4 (o 9' CLCD. �.5. -- 5" Y 11-4 3'-l" 3 _� 3._5.. 2 1'-112 I � I �l ----- — ----- ' t m CLCD. _ 12 1V4" G3AME @ E3FR.3 9' CL G. 9' DLG. 7 r� I I I I 3' I" - 3'-9)/4" 3'-"Y4" 2'-1034 3'- � I 14'-3" 5' -Iv I I I I I I I I 20'-534" i —_- 40'-0" FFEFR F-! 00R FLAN 0/ 0 IMENS IONS "A"_ I/8"=1' -O" (11X10 I/4"=1'-0" (22X34) I I REWOOM BY 12-01-14 RDC z rn r N m m � oz a w W z g Q � d 0 (IL Ir � N W c O p75^ 96 8 au WOa- Lu O Q v � LOL z 0 Lr 0 Z A w 7 ror0 w n DoL0 0 00 no w DATE 04-/0-12 SGALE As NOTED DRAWN RDG JOB 2332 SHEET O4Q GF SNE_T5 PER 0TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE DEAD LOADS FLOOR: STRUCTURE —------------— 1 PSF CEILINGS) -------------— 3 PSF MEGH/ELE: C —------------— 5 PSF PARTITIONS —------- 5 PSF TOTAL —------ 20 PSF ROOF: SHEATHINCz —------------— 5 PSF STRUCTURE —------ 1 PSF CEILING -;S —------------— 3 PSF MEGH/ELEC—------- 5 PSF TOTAL — 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: 40 PSF UNINHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC W/L IMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ----40 PSF SLEEPING ROOM: — 30 PSF STAIR LIVE LOAD: ---------------40 PSF BALCONIES: ---------------40 PSF PASSANGcER VEHICLE GARAGE; 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (50. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-/000 OVER 0OO 0:12 < 4:12 20 l0 12 >_ 4:12 < 12:12 10 14 12 >_ 12:12 12 12 12 WIND IN1=ORMATION PER 0TH EDITION, 2011 FLORIDA BUIL DING RESIDENTAIL CODE I. BASIC WIND SPEED: -----------140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING -z CATECaORY: B 4. INTERNAL PRESSURE - - - - +/-.13, INCLUDED COEFFICIENT: IN NOTE 115 5. COMPONENT / CL ADDING3 - - - - - SEE PLAN DESIGzN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R3O1 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTES I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN � WASHER SPACE. VENT DRYER THRU ROOF. PROVIDE COLD WATER LINE FOR ICE MAKER LINE '@ REF. SPACE, DO NOT SCALE PRINTS! CONSTRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY, ANY DISCREPANGIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. MECHANICAL EQUIPMENT LOCATION TO BE. DETERMINED BY COMMUNITY STANDARDS AND APDL ICABLE COUNTY CODES. DENOTES GONG, BLOCK WALL H(—:;T. -,) N/A DENOTES GONG. BLOCK WALL HCiT. @ N/A REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FIN15H SPECIFICATIONS REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 1301.1 - M13O1.2 ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERWISE, NOTE: DOOR FROM MOUSE TO GARAGE MUST BE SOLID WOOD DOORS NO LESS 13/3" IAW 8302.5.1 Er FP,E,5,5 WINDOW SCHEDULE 51-13O5O 33 1/2" H. X 30" W. MIN, NET CLEAR OPENING 5.1 5aFT NOTE: ALL EEMEFRGENGi 5G-AFE WINDOWS 5ILL5 TO BE NOT MORE T; 4AN 44 "MIN. A.F.F, _ 8310.2 _ FE3(--,fP, (2017) 42"H. WALL l.U/ GLS. ENGL. FULL kr.-:;T. GLS, ENCL. W1 2/0 i L 5_ DR. �lFF�R rLOOR W/ NOTES �� I/3"=1'-0" (11X11) 1/4"=1'-0" (22X34) 2, SINGLE SINGLE 3-/OXV4- r YE -HUNG A.A. UJ/ iG �IY LOCK GrFrFS 35.3 + 35.3 + 35.3 + DBL. S D 38.2 D L. STUD 147.21- 38.2 5H2O3O SH3O5O R45H _ _ ECzR�55 w1c; A 58.4 � Fm 2 "X30 4 5003 BF C of SIA 2008 20HF.DR. Z.11 � 5 SN. fi BASH 9' GLGi. 2008 --------------- M-5fR. 9' GLC. EGRESS 4X4 PARALLAM POST 35.3 + 47.2 51"13O5O 202 F -G,. HANDRAIL 8311.1.3, 0TH EDITION - FBCR (2011) 34"-33" \SV. TREAD NOSING: ON OPPOSITE WALL 42"k, KNEE WALL W/ IX CAP CAMS 2O2OF.G. 2 02 0F.G. 35.3 + 5.01+1 38.2 38.2 — 5003 5F LAUND_ CHUTE E3R.- 9' CLC -q - EGRESS 35.3 + 47.2 5H3O5O NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO (3) 3" FALSE �' n` PIPES- PRO, DETAIL aA N.T.S. ALUM./VINYL SOFFI "FYPON" 5RACIGET 51GT14X14 OR EOUA ED TA I L 1/2"=1'-0" (IIXI-l) I"=1'-0" (22X34) EXTERIOR PINISN NOTES 1, LATH TO 5E ATTACHED JAW 8703.7.1 OF THE oTH EDITION, F3GR, 2011 2, PLASTERING TO 5E WITH PORTLAND CEMENT, INSTALLED IAW R-103.1.2 OF THE oTH EDITION, FSCR, 2017 3. WEEP SCREED TO 5E INSTALLED IAW R703. -I.2.1 OF THE GTW EDITION, FSCR_ 201-1 4. WATER RESISTANT 5ARRIER TO 5E INSTALLED IAW R-103.7.3 OF THE oTH EDITION, FSCR. 2011 5. "71P SYSTEMS" WALL SHEATHING MAY 5E USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALL&. J EL.19'-834" /PL.HGT. EL.18'-43/4" /HDR. HC3T. IXo SMOOTH FINISH SAND �L.10'-83/4" /2ND. FN. FL. Y EL. 9'-4" /FLT. HET. h EL. 8'-0" /HDR. PGT. 18"X30" HF.RND. LOUV. VENT W1 IX& SMOOTH FIN. SAND IX8 SMOOTH FINISH SAND EL. 0'-0" /FIN. FLR. 3%" TEXT. CEME'NTITIOUS FINISH EL.19'-834" /PL.PGT. �1�.18'-43/4" /HDR. NGT. -'/a" TEXT. CEMENTITIOUS FIN. ON METAL LATH OVER-1/Iro" 055. SHEATHING E Y0'-83/4" /2ND. FN. FL. ,j, EL. 9'-4" /FLT. PGT. L. 8'-0" /HDR. PGT. EL. 0'-0" /FIN. FLR. 1 6A 608 i T a"e m FRONT ELEVATION liAll I/8"=1'-0" (11X1-1) I/4"=1'-0" (22X34) _a OFF -RIDGE ROOF VENTS - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) 12 1 t t 12 o� �o i F15ERGL ASS SPINEL ES \\ CJ T CJ 12 41 i F15ERGL Ass SHINGLES if I �I J I II U I it 1 ISI TEXTURED CEMENTITIOUS FINISH AFAR E! VATION (11X10 1/4"=1'-0" (22X34) RACKETS TO DETAIL G) 6A EL_l9' -8314 ° /PL.HGT. EL.18'-43/ " /HDR. PGT. EL. 13'-8" /PLT. HC:;T. IX2 SMOOTH FINISH BAND EL.10'-83/4" /2ND. FN. FL. EL. 9'-4" /FLT. HET.,: EL. 8'-O" /HDR. HET. IXo SMOOTH FINISH SAND EL, 0'-0" /FIN. FLR. 3%" TEXTURED CEMENTITIOUS FINISH EL.18'-43/4" /PDR. HET. EL.10'-83/4" /2ND. FN. FL . EL. 9'-4" /FLT, HG.T-6, EL. 8'-0" /PDR. HGT EL. 0'-0" /FIN. FLR. U) Q'6 L -U-Q) p� 0� Q o `� o� � tL O �0 �L M 60 �N U) 4 oL U) o s � �s q Ld u �o a �s q �3 Q L 4 s� LU q L N �S � 0�7 qC) 77 6 � DO 1-3 o •T, U) L1 0 � � 4 LLLu � L LL � Qs O 0� L z O �0 q �„ 0> s U� LLI1-ll-S n 0 w nS Lu 0 L Q [�^�L �o Z L L L� E Q (3 (DZ �v q w Z U w IL 0 q N Sou U U N O N � U REV13DNS BY 12-09-14 RDC z � m N to N J W��O 8 W rj)F Cr) Ch ELZ N pW a' cf)��L� >0 8 W W) O a - w w O 0 CC Q w w 0 w z 0 � O W X LLw y O m 00 00 DATE 04-0-12 SCALE A5 NOTED DRAWN RDC JOB 2352 SHEET O Lam, OF 5HEET5 EXTEfP,10fR FINISH NOTE& I. LATH TO 5E ATTACHED IAW 8703.7.1 OF THE oTH EDITION, F5CR. 2017 2. PLASTERING TO 3E WITH PORTLAND CEMENT, INSTALLED IAW 8703.7.2 OF THE OTH EDITION, F5GR. 201-1 3. WEEP SCREED TO 5E INSTALLED IAW R703.7.2.1 OF THE &TH EDITION, F3CR. 2017 4, WATER RESISTANT 5ARRIER TO 5E INSTALLED IAW 8703.7.3 OF THE 6TH EDITION, 75CR. 2017 5. TF SYSTEMS" WALL SHEATHING MAY 3E USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR 5ARRIER, ON EXTERIOR WALLS. =L.18'-434" /HDR E10'-83�a" /2ND. f EL, 9'-4" /PLT EL. 8'-0' /'r -IDR EL. 0'-0" /FIN. IF �a i c� i u�Gv �.�i iciv i i i ivu� RIGHT ELEVATION 1174 SH I/8"=1'-0" (11X17) I/4"=I'-0" (22X34) '/a" TEXT, CEMI ON METAL LAI OSi F15ERGLA L=Er=T El FVAT-iON FINISH (11X17) I/4"=1'-0" (22X34) 19'-a3/4` /PL.HG- T. -43/4" /HDR. HGT., �,EMENTITIOUS FIN. LATH OVER 7/10" 055. SHEATHING :GLASS SHINGLES 33/4" /2ND. FN. FL. S'-4" /FLT. HC --T.,6, 5'-0" /HDR. HGT 0'-0" /FIN. FLR. 3314 " /PL .HGT., 4 OFF RID( -;E ROOF VENT 455 SHINGLES /2ND. FN. FL.� �" /FLT. HGT. " /HDR. H( -:;T, 0" /FIN. FLR. u REVSONS BY 92-0-94 RDC �zz1 rn M 0- N rn � oz WWJ q W z O 5 E cr 8 Q N ?_ dol "-Z0 Cd W C 0, � 75 LL 5 C 8 o ¢wLo0at V O O� a w u lu Q 0 0- u� UL T =J w 0 Cc moo 0 Q w DATE 04-6-12 SCALE AS NOTED DRAUJN RPG JO15 2302 5HEET 07A OF SHEETS V' PRE -ENG. UJD, FLOOI SYSTEM �@ 24" O.0 2X4 LEDGER- ATTAGH W1 126 NAILS �@ o" O.G. HANDRAIL R311.i.8. 6TH EDITION - FBGR (2011) 34"-38" A3V. TREAD NOSING ON OPPOSITE WALL 2X4 CONT.- AT, 126 GUT NAILS cv I �J C�1 I I Q I J) � d � O w p m MG fol N 0 �= � O LAV, Q a Z MO Cd LL pW��., ODD � I 1 � Lu Q r n�J O z 0 a w U) u 00 M W z m lur 0o cv I �J \\ MIRR. MGI LAV, -7 I Q I J) � d � O w p m MG fol N 0 �= � O LAV, Q a Z MO Cd LL pW��., ODD � "ol c9 \\ MIRR. MGI LAV, -7 MIRK. Q I M� � d � O c9 N I MIRK. C11 I U' IV 1 O w p MG fol v INTEfRIO ELEVATIONS I/8" = I' -0" 111X11) 1/4"=P-0` (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE GA5INET SHOP DRAWING5 FOR FINAL VERIFICATION. (11X11) I/2"=1'-0" (22x34) `-SINK DUJ. I SP. FIPERGL ASS SI-IINCzL ES Io" PRE -ENG. X). TRU55 SYSTEM 'o) 24" O.G. IN5UL ATION PER 2011 FBG -CONSERVATION - roTH EDITION ; L. 19'-83%" /FLT. NGT. V . 18'-43/4" /HDR. HGT. EL . II' -4" /FLT. ;-IGT. El -.'3'-4` /FLT. NGT. EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. 4 BY 92-01-94 C11 I m N c Z 1 MIRK. w p MG m N 0 �= � O LAV, Q a Z MO Cd LL pW��., ODD � I I � Lu Q INTEfRIO ELEVATIONS I/8" = I' -0" 111X11) 1/4"=P-0` (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE GA5INET SHOP DRAWING5 FOR FINAL VERIFICATION. (11X11) I/2"=1'-0" (22x34) `-SINK DUJ. I SP. FIPERGL ASS SI-IINCzL ES Io" PRE -ENG. X). TRU55 SYSTEM 'o) 24" O.G. IN5UL ATION PER 2011 FBG -CONSERVATION - roTH EDITION ; L. 19'-83%" /FLT. NGT. V . 18'-43/4" /HDR. HGT. EL . II' -4" /FLT. ;-IGT. El -.'3'-4` /FLT. NGT. EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. 4 BY 92-01-94 RCC I m N c Z 1 c�nw.z w p w 8 Q N N 0 �= � O i '6M cp Q a Z MO Cd LL pW��., ��L� co&5 c� co I I � Lu Q 1X8 GAP GASINCa 2x4 �@ 24" O.G. BOTTOM PLATE I� � SHEETROGK (o[DTIC =1/2 WAI L 6 I/2"=1'-0" 111X11) I"=1'-0" (22X34) �t S m 4X4 POST ROUTED 8 TAPERED TOP 2X4 TOP RAIL 2X2 5PINDLE 'a 4" O.G. 2Xo KICK PLATE WE). MOLDING DIDTAIL=TFT, RAIL I/2"=1'-0" (11X17) 1"=1'-0" 122X34) SECTION 8 I/8" = I'-0" 111X11) I/4" =1'-0" (22X34) REV9SM3 BY 92-01-94 RCC rn � m N c Z c�nw.z w p w 8 Q N N 0 �= � O i '6M cp Q a Z MO Cd LL pW��., ��L� co&5 c� co 8 wOn QLo Lu r n�J O z 0 a w U) u 00 M W z m lur 0o V V II II DATE 04-0-12 SCALE AS NOTED DRAWN RPG JOD 2382 SHEET Tno Q OF SHEETS 'FIECPANIGAUGEHNERAL NOTEES PER oTH ED. 2011 FLA BLD. CODE -RESIDENTIAL I.) COMPLETE DUCT DESIGN UJ/ S17ES 4 R -VALUE COMPLYING UJ/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING. CONSTRUCTION 010.1 ABC.I 2.)APPL IANCES SHALL BE ACESSIBL E FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. A) CHAPTER 13 OF THE FBG -R 2011 0TH SECTION M1305.1 3.) AIR CONDITIONING; SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION MIo02 OF THE FBCR CODE 2011 oTH EDITION. 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS RE(=RE AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING; RMS, LIVING; RMS, PARLORS, LIBRARIES, BEDROOMS, DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL SE PROTECTED SY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2014- 400.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT. o.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN I' TO 3' OF PEAK S SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED UJ/ A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS E ALL ALARMS SOUND UPON ACTIVATION IAW F5( --R R314.3 8314.4. MODEL4* TO BE USED ON THIS JOB TO SE: BRK: SMOKE -912013, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N 8.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" ASOVE GARAGE FLOOR UNLESS WATER HEATER 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FSCR 2011, oTH ED_ P2a01.1 9J ALL EQUIPMENT 3 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO SE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM I8" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, oTH ED. 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 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(A)(2) ft .fim hl IJM. S.E.R. AIN BREAKER PANEL 8 RMX TO RNC. 10/3 TO DRYER 10/2 TO W/H VC 4 A/H T.13.D. 14 FOR LIGHT %ND f WR ,G �. , .. =R UJIRE TO FOUNDATION STEEL AS PER 2014 N.E.G. 250.52(AX3) ELECTRIG"AL RISER DIAGRAM NOTE; N.T.S. ELECTRICAL MATERIAL 5 AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(A)(U TO (o), LOCAL CODES, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 R. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 R. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than '%inch in diameter and at least 20 Ft. lona, encased in 2 inches or concrete= (2) 20 R. OF bare copper conductor not smaller than No. 4 AWGi encased in 2 inches of concrete. The steel reinforcing rods must be in a location that is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 repuires a concrete -encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, if the footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available for use as a grounding electrode, then a grounding connection to the reinforcing rod is not required. ELECTRICAL FLAN ILII 1/S"=1'-0" (IIXIl) I/4"=1'-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS REVISIONS ELFECTRICAL LE(2 E NL) $ SINGLE POLE 5WITCH <1 I OUTLET, TV/CABLE $3 THREE WAY 5UJITCH A OUTLET, PHONE OUTLET 110-115 ❑i INTERCOM C') C9 OUT, 110-115, 5PLIT WIRED ® CHIMES 8 C OUT. 110-115, UJ/ USB ® 51100E DETECTOR OUT, 110-115, GLG. MOUNT. GM CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. EH PUSH BUTTON ® 5PCL. PURPOSE 220-240 G EXHAUST FAN UL W LIGHT FIXT., GLG. MTD, W EX. FAN/LIGHT COMBO W LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ror ELECTRICAL PANEL © LIGHT FIXT., REG. ADJUST. ® CEILING FAN, PREWIRE ppp pp p LIGHT FIXT., PULL CHAIN Q CEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT QJ ELECT. JUNCTION BOX QQ LIGHT FIXT., EXT. FLOODS = THERI"I05TAT EXIT LIGHT FIXT., EMERC. EXIT © D15GONNEGT SWITCH CF SHEETS LIGHT FIXT., EXIT/P>ACKUPrl EC. POWER METER ft .fim hl IJM. S.E.R. AIN BREAKER PANEL 8 RMX TO RNC. 10/3 TO DRYER 10/2 TO W/H VC 4 A/H T.13.D. 14 FOR LIGHT %ND f WR ,G �. , .. =R UJIRE TO FOUNDATION STEEL AS PER 2014 N.E.G. 250.52(AX3) ELECTRIG"AL RISER DIAGRAM NOTE; N.T.S. ELECTRICAL MATERIAL 5 AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(A)(U TO (o), LOCAL CODES, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 R. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 R. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than '%inch in diameter and at least 20 Ft. lona, encased in 2 inches or concrete= (2) 20 R. OF bare copper conductor not smaller than No. 4 AWGi encased in 2 inches of concrete. The steel reinforcing rods must be in a location that is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 repuires a concrete -encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, if the footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available for use as a grounding electrode, then a grounding connection to the reinforcing rod is not required. ELECTRICAL FLAN ILII 1/S"=1'-0" (IIXIl) I/4"=1'-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS REVISIONS BY 12-M-14 ADC Z rn N m (L m O � L Z O dam^ JW W E 8 Cf) CO;_- C') C9 Co (LZ(tCd N W C LO QC6 — /\ �W� c .. 8 C ¢WLo01E LU W lJ I Q O no 0 L t UL W W W 0 ror Cq 0 ad 2 ppp pp p DATE 04-�o-12 SCALE AS NOTED DRAUIN RDC JOB 2352 SHEET 09) CF SHEETS Mr "ANICA /GENERAL= NOTF5 PER o'rH ED. 2017 FLA BLD. CODE -RESIDENTIAL I.) COMPLETE DUCT DESIGN tU/ SIZES 8 R -VALUE COMPLYING W1 THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 010.1 ABC.I 2.)APPL IANCES SHALL BE ACESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, A) CHAPTER 13 OF THE F5( ---R 2014 oTH SECTION M 1305.1 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION MIo02 OF THE FBCR CODE. 201 OTH EDITION. 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V BRANCH CIRCUITS SUPPLYING; OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING RM5, LIVING RMS, PARLORS, LIBRARIES, BEDROOMS, DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AF(_ -I DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2014- 400.12, ALL 15A AND 20A, 125V RECEPTACLE5 SHALL BE LISTED AS TAMPER RESISTANT. o.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN I' TO 3' OF PEAK 4 SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED UJ/ A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELE55 4 ALL ALARMS SOUND UPON ACTIVATION IAW FBCR R314.3 8 R314.4, MODEL# TO BE USED ON THIS JOB TO BE: BRK: SMOKE -912013, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N 8.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM IV ABOVE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2017, 0TH ED. P2001.1 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM IV ABOVE GARAGE FLOOR UNLESS IT 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 201-1, oTH ED. 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 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(A)(2) 200AMP WP. —#4/0 ALUM. S.E.R. BREAKER —20OA-MAIN BREAKER NI INSIDE PANEL METER # 8 RMX TO RNC;. 1# 10/3 TO DRYER 7# 10/2 TO UJ/H SECONDARY --A/C 4 A/H T.B.D. FEED BY _# 14 FOR LIGHT UTILITY GO. AND PIUR - INT_RIOR PANEL _INTERSYSTEM BONDING TERMINATION BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.G. 250.52(A)(3) ELECTRICAL IRI'C�ER DIAG3RAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(AXI) TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than %inch in diameter and at least 20 FL lona, encased in 2 inches of concrete= (2) 20 Ft. of bare copper conductor not smaller than No. 4 AWr;; encased in 2 inches of concrete. The steel reinforcing rods must be in a location that Is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 requires a concrete -encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, IF the Footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available For use as a grounding electrode, then a grounding connection to the rein Forcing rod is not required. UFFER FLOOR L`CTI(_.-.__1AL FLAN I/0"=1'-0" (11X1 -f) I/4"=1'-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS ELECTRICAL ! EG;ENF_) $ SINGLE POLE SWITCH OUTLET, TV/( --ABLE 3 THREE WAY SWITCH OUTLET, PHONE OUTLET 110-II5 ❑I INTERCOM :4!) OUT. 110-115, SPLIT WIRED ® CHIMES :@ I OUT. 110-115, UJ/ USB ❑ SMOKE DETECTOR OUT. 110-115, CLC. MOUNT. Fc -ml CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. EH PUSH BUTTON ® SPGL , PURPOSE 220-240 G EXHAUST FAN LIGHT FIXT, CLC. MTD. EX. FAN/LIGHT COMBO 4 LIGHT FIXT, WALL MTD. QO DISPOSAL ® LIGHT FIXT„ RECESSED ELECTRICAL PANEL ® LIGHT FIXT., REG. ADJUST. © CEILING FAN, PREWIRE LIGHT FIXT„ PULL CHAIN OF CEILING FAN, INSTALL X=C=C LIGHT FIXT.TL UORESCENT ❑J ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS D T THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT © DISCONNECT SWITCH 9 -P LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER 200AMP WP. —#4/0 ALUM. S.E.R. BREAKER —20OA-MAIN BREAKER NI INSIDE PANEL METER # 8 RMX TO RNC;. 1# 10/3 TO DRYER 7# 10/2 TO UJ/H SECONDARY --A/C 4 A/H T.B.D. FEED BY _# 14 FOR LIGHT UTILITY GO. AND PIUR - INT_RIOR PANEL _INTERSYSTEM BONDING TERMINATION BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.G. 250.52(A)(3) ELECTRICAL IRI'C�ER DIAG3RAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(AXI) TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than %inch in diameter and at least 20 FL lona, encased in 2 inches of concrete= (2) 20 Ft. of bare copper conductor not smaller than No. 4 AWr;; encased in 2 inches of concrete. The steel reinforcing rods must be in a location that Is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 requires a concrete -encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, IF the Footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available For use as a grounding electrode, then a grounding connection to the rein Forcing rod is not required. UFFER FLOOR L`CTI(_.-.__1AL FLAN I/0"=1'-0" (11X1 -f) I/4"=1'-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS NOTES I. TYPICAL ROOF C -;ABLE OVEF rHAN(2; TO BE 12° UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12" UNLE55 OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. 5TANDARD5 AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN AGGORDANGE WITH THE &TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRU55FS, GIRDERS, BEAMS, HEADERS, ETC. TO BE SLED BY TRU55 MANUFACTURER OR FL, REG, ENG. 5. TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 3 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING s ON THE INDIVIDUAL TRUS5 DESIGN DRAWING5. IN THE ABSENCE OF SPECIFIC BRACING REOUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WT(--A BG51 I. o. REFER TO TRUSS MANUFACTURER'S DRAWING5 FOR TRUSS PLACEMENT & TRU55 TO TRU55 CONNECTIONS. 1. SHINGLE ROOF: UNDERL AYMENT TO BE INSTALLED IAW F5( --R 2011, roTH EDITION 8905.1.1. - Underlayment materials required to comply with ASTM D226, D1910, D48�o9 and Do151 shall bear a label indicating compliance to the standard designation and, 'IF applicable, type classification indicated in Table 8905.1.1. Underlayment shall be applied and attached in accordance with Table 8905.1.1. a OFF RIDGE VENTS MAXIMUN OPENING SIZES : • LOMANCO : (2) 9 1/" DIA. CIRCLES • MILLENIUM METAL : 2 1/2" X 46" HOLE: S. ROOF UNDF1RLAYMENT TO BE USED 15 30 L55. SYNTHETIC FELT F I FRSfi FLOOR TRUSS LAYOUT "A 1/8"=1'-0" (11X11) 1/4"=1'-0" (22X34) REVISIONS BY 12-M-14 RDC Z C m N G� Z CZi l cU) W W c W i- CL 8 04Q Cf) C:f)7�u �zd cqc� Z X N LL 0 r-'0- rW^^ Vlrt � - ^�Y Cf)LJ 5; C v 8 c Q W U) O M , w r 0 Q U) 0 0 UL U) cc U- se 0 CM M 00 no - DATE 04-e -12 SCALE AS NOTED DRAWN RDC JOB 2382 SHEET 11A OF SHEETS ATTIC VENTILATION CALCULATIONS PER F5G2011 oTH EDITION R00o: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO DE 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: 1961 S.F. = 6.53 S.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - 3.88 S.F. PROVIDED W/OFF RIDGE VENTS: 4 VENTS � .0—SP. /VENT. CVP:NT TYPE: I OMANGO MODEL 1-10-D OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - - 7.54 S.F. PROVIDED W1 VENTILATED SOFFITS � EAVE:-- (86.67L.F.,a 0.087S.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE: 50% LOUDER PORTION PERCENTAGE: 50% NOTE- S I. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLE55 OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO E3E 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FL ASHINC. AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL A55OC. 5TANDARD5 AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE STH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRU5SE5, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL, REG. ENG, 5. TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENT5 SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4- ON THE INDIVIDUAL TRU55 DESIGN DRAWING5. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN AGCORDANGE WITH TPI/WTCA SCSI 1. o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 8 TRUSS TO TRUS5 CONNECTIONS, 1. 5HINGL E ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 2011, oTH EDITION 8905.1.1. - Underlayment materials required to comply with ASTM D22o, D19-10, D48o9 and D% -15-i shall bear a label indicating compliance to the standard ciesignation and, F applicable, type classification indicated in Table 8905.1.1. Underlayment shall be applied and attached in accordance with Table 8905.1.1. 8. OFF RID( -;E VENTS MAXIMUN OPENING SIZES : • L OMANCO : (2) 9 1/" DIA. CIRCLES • MILL ENIUM METAL : 2 1/2" X 4�0" HOLE 9. ROOF UNDERL AYMENT TO BE USED IS 30 L55. SYNTHETIC FELT 2I E), FLOOR TfRU55 L/4"'COUT II. 1/(5"=1'-O" NIXII) I/4"=1'-0" (22X34) HEY SIONS BY 92-01-14 RDC z rn IM (LN c-3 z_ WWW 8 Q Cf)Cd C9 1 as Z 0 N �u c `0-g^ z L V -0 S c � 0 aw n0FE LU ��O 0 W U) n G� 0 0 LL W OL W 0 C0 CCM Ono 00 M N Ind - W r�— DATE 04-6-12 SCALE AS NOTED DRAWN RDC JOB 2302 SHEET 112A Cr SHEETS SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U -LINTELS CAST CRETE LINTEL SCHEDULE LINTEL NO. GRAVITY TYPE COMMENTS LATERAL LENGTH nPE 3ua aFa-0B 8FI2-03aFla-0B '20- '24-m2 "213-0B "32-0B EF3-I5 aF12-I5 5FI&-15 BF20-15 8F24-15 8F28-15 3732-15 � '-10'(34') PRECAST - 2302 3166 4413 6039 1526 9 004 10412 1193 6 31aa 4413 a039 1526 9004 10412 11936 3'-6' (42') PRECAST 2302 3133 3311 46a9 6001 1315 6630 9941 3166 4413 9,039 1526 9004 10412 1193a 4'-0' (467 PRECAST 2f029 2325 249& 34a1 4435 5410 a3a4 1353 2646 4413 '6039 1526 9004 10412 11936 4'-e,' (54') PREGA5Tnal 1651 5190 1913 2651 3403 4149 489'65a44 '0'-3' (a0')PRECA5T 2110 4021 6039 1526 9004 10412 %El. 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 384a 1665 2839 5051 6096 5400 6424 1450 5'-10'(10') PRECAST '312 1000 1059 1414 1589 2304 2121 3131 1459 2464 4144 5450 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4aaa 1255 2101 3396 5260 1134 0995 6090 C90')PREGAST 161 1029 1615 2305 1994 2439 2a063.333 3583 1029 1615 2610 3839 5596 66!3 5041 9'-4' 0112") PRECAST 513r4a2 049 469 210 482 154 2021 1212 late 2544 3469 4030 3!21 10'-6'C12'o7 PRECAST 4561025 802 1!25 915 1122 !325 1535 1514 2081 2114 3130 2404 II' -4' (136'J PRECAST 445835 1393• 1454 365 1854 2355 193 2015 935 13'65 1354 2441 3155 4044 12'-O'(144'J PRECAST 1 431 a&4 1254 1689 2014 1510 1818 555 a&4 1254 1693 2211 2532 3590 13'-4'(I'o07PRECAST 362 421 126 1020 1331 635 1224 1415 485 14a 1016 1438 1355 2343 2920 14'-0'(163') PRECAST 338 361 646 919 u9m 4a2 nial tam 455 100 1003 1335 1114 2153 266'6 IT -8' (1167 PRESTRE55E N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(1549 FRESTRESSE N.R. NR NR NR NR NR NR NR 420 695 1250 1555 2310 2690 3410 Il' -4' (20a'.f'RE5TRE5SE N.R. NR NR NR NR NR NR NR 310 530 950 1400 1000 2200 2600 IV -4'(2329 PRESTRESSE N.R. NR NR NR NR NR NR NR 240 490 150 1090 1400 1120 2030 21'-4' (25a,')FIRE5TRE55E_r. 4'54 NR NR NR NR NR NR NR 183 330 '610 940 1340 1150 2110 22'-0'(2&4')PRE5TRE55ENR N.R. 10'-6'(1267 PRECAST NR I NR NR NR NR NR 160 300 510 al0 1250 660 1910 24'-0Y28a7PRESTRESSENR N.R. ll6 NR NR NR NR NR NR 30 240 410 120 1 1030 1350 1 ;610 8" PRECAST & PRESTRESSED U -LINTELS 'REDUCE VALUE 5T 25% F -VN GRAVE 40FIELD KE BAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS CAST CRETE LINTEL SCHEDULE LINTEL NO. UPLIFT TYPE COMMENTS LATERAL TYPE LENGTH are -IT 5F12 -IT 8716 -IT aF20-IT 5F24 -IT SF25-IT EF32-IT 2982 3954 TYPE LENGTH 8F8 -2T SFI2-2T 5FI6-2T FF20-2T 5F24 -2T EF28-2T 7F32 -2T 8U8 8F8 2182 2121 2518 4101 5332 6569 7,311 9055 5'-8' (9,3')PRECAST 185 2'-10'(34') PRECAST -2121 1550 2056 2566 3015 3535 1153 2162 4014 &412 6516 5514 6539 5'-10' 0107 PRECAST 135 ll9 2164 3981 5190 6401 1630 S851 1103 2051 3811 &412 a5la 5450 6411 '0'-3' (a0')PRECA5T 2165 2289 3260 4231 5219 6204 1192 4522 1301 1611 2933 4100 6130 0111 3'-6° (42') PRECAST (907PRECA5T 665 lal 1311 2252 195a 2451 1251 1251 -14E,4 1311 2329 3'x09 5492 6624 2165 2215 3165412a 420 5091 6061 1036 1342 1614 4'-0'(445') PRECA5T 1515 19ee 2332 3650 4532 5381 6245 933 936 1810 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECA5T 1&&0 Tat 2501 3251 4010 41&1 5525 121 121 !ham 1105 2435 3111 3913 4658 5406 5'-4' Co4')PREGAST 1393• 1454 2110 2141 3315 4010 4x48 000 _ 005 393 431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 1930 2505 3054 3665 4241 416 416 1212 1315 1.515 2441 3010 3583 4151 PRECAST 1141• 1200 1 1133 2250 2169 3290 3512 101 361 1141 1182 1684 2192 2103 3216 3132 (907 PRECAST 959• 912 1415 1914 2354 219 01 324 591 651 990 1029 4466 1901 2351 2191 3245 (112=) PRECAST 501' 612 gam 1269 1560 1552 2144 4'54 630 1301 155 1192 1550 1910 2211 2634 10'-6'(1267 PRECAST 11&' 490 193 1021 1261 14% 1131 396 493 ll6 611 1039 1389 Illi 2034 2356 666' 439 696 899 1104 1309 1515 (136"J PRECAST 363 556 aa& 535 905 1295 1595 lana 2198 601• 400 631 alb 1001 1186 1312 12'-0'(144') PRECA5T 340 413 631 486 ala 1209 1514 1199 201-6 500' 340 532 Elea, a41 991 1!53 13'-4'(1&0') PREGA5T 302 398 513 409 aa2 1004 13al 1631 1991 450' 316 493 a35 115 922 Ima5 14'-0'(1687 PRECAST 236 360 546 318 1 6 922 254 561 0! 629 243 295 459 591 124 1 551 990 4'-8' (1167 PRESTRESSE N.R. 351 243 352 5a2 352 1156 1491 1142 223 218 430 553 all a01 925 15'-4' (1847 PRE57RE5SE -T6 N.R. 321 22a 329 542 191 1012 13,31 la lee 236 361 464 5r,l 610 114 (208')PRE5TRE55E ,88 216 449 649 514 1121 1389 N.R. 255 165 201 313 401 490 518 66l (2327 FjRF5TjRE55EIq N.R. 204 165 239 353 550 136 e40 1160 145 lar, 21a 356 433 1 512 590 21'-4' (2567PRESTRESSE N.R. Ill 142 212 336 411 '035 001 993 22'-O'(2647PRE5TRE5SP_9 140 150 - 265 343 41a 565 Il 131 205 322 451 &ml g44 94-1N.R. 24'-0'(268') PRESTRESSE 21 65 244 312 Sam 515 N.R. 135 124 lea 290 408 538 633 'REDUCE VALUE 5T 25% F -VN GRAVE 40FIELD KE BAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS CAST CRETE LINTEL SCHEDULE LINTEL NO. GRAVITY TYPE COMMENTS LATERAL TYPE LENGTH 5RJ6 BfEb-0 8 10-0 6RFI4-0 b,�13-0 BRF22-0 RF26-0 FF 0- 8,RF6-I5 aRF10-0 aRF14-15 CW5-!5 aiW22-15 8, 26-15 eFF30-I 4'-4' (527 PRECAST 489 159! 3053 2982 3954 4929 5904 &a50 Ia2l 3412 4952 6412 1941 9419, 10318 4'-6' (547 PRECA5T 351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10,318 5'-8' (9,3')PRECAST 185 632 1602 1550 2056 2566 3015 3535 1153 2162 4014 &412 6516 5514 6539 5'-10' 0107 PRECAST 135 ll9 1500 1449 !924 2400 2816 3352 1103 2051 3811 &412 a5la 5450 6411 '0'-3' (a0')PRECA5T 522 901 loll 2033 2516 3223 3812 4522 1301 1611 2933 4100 6130 0111 610-1 (907PRECA5T 665 lal 1311 2252 195a 2451 2944 3439 -14E,4 1311 2329 3'x09 5492 6624 5132 9'-3' (116') PRECAST all 420 534 1253 1011 1342 1614 1056 535 I 923 1 1491 1 2119 1 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8Fa-I5/IT OFa-05/1T aRF14-I5/IT r aFle -0B/IT aF20-I5/IT CAST CRETE LINTEL SCHEDULE LINTEL NO. UPLIFT TYPE COMMENTS LATERAL TYPE LF YN_TH ENGTH aRF6-IT s -10 -IT —14 -IT aW3-IT a,�22-IT 6RF26-IT aRF30-IT eRUa eRFb BIRF6-2T 8FF10-2T 8FF14-2T aRF!a-27r 5fv22-2T 51RF26-2T 8FF30-2 4'-4' 0527 PRECAST 1244 1513 2413 3260 4112 4961 5x25 g32 932 1244 1519 2339 3110 4005 4550 5696 4'-6' C547 PRECAST 1192 1501 2311 3121 3931 4156 5511 653 653 1192 1455 2240 3036 3331 4643 5453 5'-a' (63')PRECA5T 924' 1112 1195 2423 3055 3r659 4325 501 501 924 1132 1 1141 2351 1 2918 1 3603 4230 5'-10' (107 PRECAST 696' 1135 1142 2352 2965 35211 4198 469 469 13U,1099 1690 22aa 2a91 3491 4106 6'-a' (130")PRECAST lie a52 1513 2042 2513 3101 3642 330 1100 ll8 956 1468 1981 2509 3035 3503 1'-6' (90')PREGAST 685 691 1325 1810 2250 2153 3221 llm 941 aaa 849 1302 1162 2225 2690 3151 0167 PRECAST 533• 433 503 1123 1413 1104 M115 1 516 614 1 533 521 1009 1369 1l2. 1 205. 24501 8Fa-I5/IT OFa-05/1T aRF14-I5/IT r aFle -0B/IT aF20-I5/IT MATERIALS I. F'e precast lintels = 3500 psl. 2. F'c prestressed Ilntels = e,000 psi. 3. F'c grout = 3000 psi w/ maximum 3/a' aggregate. 4. Concrete masonry units (CMU) per A5TM C90 w/ minimum net area compressive strength = 1900 psl. 5. Rebar provided In precast lintel per A5TM AaI5 GRaO. Field re'oar per A5TM A615 GR40 or GR60. e,. Prestressing strand per A5TM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. a. Mortar per ASTM C210 type M or 5. GENERAL NOTES L Provide full mortar head and bed Joints. 2, Shore Filled Ilntels as required. 3. Installation of [Intel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell rein Forcing and grouting. 5. All Ilntels most or exceed' -/360 vertical deflection, except lintels Il' -4' and longer with a nominal hel2ht of a' meet or exceed L/180. 6. Bottom field added re'oar to be located at the bottom of the ]Intel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. a. Gast -In-place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. 5aFs load ratings based on rational design analysis per ACI 318 and AGI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: 5a Fe loads For unfilled intels must be reduced by 20o IF bearing length Is less than 6-1/2'. Safe loads For all recessed Ilntels based on 8' nominal bearing - 2. N.R. = Not Rated. 3. Sate loads are total superimposed allowable load on the sectlon speclfled. 4. Safe loads based on grade 40 or grade 8,0 field rebar. 5. Additional lateral load capacity can be obtained by the deslgner by provoing addicnal reinforced masonry above the precast [Intel. 6. Cne "1 rebar may be substituted For two 5 reoars in 8' Ilntels only - 1. The deslgner may evaluate concentrated loads From the safe load tables by calculating the max. re5i5ting moment and shear at d -away From the Face of support. 8. For composite lintel he!2ht5 not shown, use safe load From next lower helght. 9. All safe loads in units of pounds per linear Foot. TYPE DESIGNATION CAST CRETE LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 I1'-4' aF32-15/IT GARAGE DOOR L 2 4'-6 aF16-05AT 3/4x1/4 RG. L3 o - z `9 Q W u 0 NOMINAL HEIGHT-1REBAR L 4 4'-6' aF16-05/IT 51-125 L -3 1'-6' aF16-05AT 6/0x8/0 5.Cs.D. L 111 9'-4' aF16-05/IT REAR LANAI L 1 12'-4' aF1&-05/IT REAR LANAI L a 4'-6' aFle -05AT 5H25 L 9 4'-6' SFIe -05/IT 5H25 L 10 1'-6' aF1'o 05/IT PR 5H25 L II 4'-6' 8F16-05/IT 5H25 L 12 5'-10' ORFI2-05/IT FRONT DOOR L 13 1'-6' 3F5&-I5/IT FRONT ENTRY L 14 1'-6' aF24-05/IT FRONT ENTRY L 15 SCALE AS NOTED DRAWN RDC JOB 2382 L I& 113A OF 5HEETS L 11 L la L 19 L 20 L 21 L 22 L 24 L 25 L 2'0 I ?� L 2a L 29 L 30 L 31 L 32 L 33 L 34 L 35 L 36 L 31 L 35 L 39 MATERIALS I. F'e precast lintels = 3500 psl. 2. F'c prestressed Ilntels = e,000 psi. 3. F'c grout = 3000 psi w/ maximum 3/a' aggregate. 4. Concrete masonry units (CMU) per A5TM C90 w/ minimum net area compressive strength = 1900 psl. 5. Rebar provided In precast lintel per A5TM AaI5 GRaO. Field re'oar per A5TM A615 GR40 or GR60. e,. Prestressing strand per A5TM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. a. Mortar per ASTM C210 type M or 5. GENERAL NOTES L Provide full mortar head and bed Joints. 2, Shore Filled Ilntels as required. 3. Installation of [Intel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell rein Forcing and grouting. 5. All Ilntels most or exceed' -/360 vertical deflection, except lintels Il' -4' and longer with a nominal hel2ht of a' meet or exceed L/180. 6. Bottom field added re'oar to be located at the bottom of the ]Intel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. a. Gast -In-place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. 5aFs load ratings based on rational design analysis per ACI 318 and AGI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: 5a Fe loads For unfilled intels must be reduced by 20o IF bearing length Is less than 6-1/2'. Safe loads For all recessed Ilntels based on 8' nominal bearing - 2. N.R. = Not Rated. 3. Sate loads are total superimposed allowable load on the sectlon speclfled. 4. Safe loads based on grade 40 or grade 8,0 field rebar. 5. Additional lateral load capacity can be obtained by the deslgner by provoing addicnal reinforced masonry above the precast [Intel. 6. Cne "1 rebar may be substituted For two 5 reoars in 8' Ilntels only - 1. The deslgner may evaluate concentrated loads From the safe load tables by calculating the max. re5i5ting moment and shear at d -away From the Face of support. 8. For composite lintel he!2ht5 not shown, use safe load From next lower helght. 9. All safe loads in units of pounds per linear Foot. TYPE DESIGNATION 92-01-14 RDC - F • MIA ED WITH GROUT / U ° UNFILLED M QUANTITY OF 5 REBAR AT U = BOTTOM OF LINTEL CAVITY N WF-QQLU V IL ro z dCo OF]& = I5/IT s NOMINAL WIDTH J `QUANTITY o - z `9 Q W u 0 NOMINAL HEIGHT-1REBAR OF 5 AT TCP • • T-a/8'ACNAL O NOMINAL WIDTH Q 3' -5 RRBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR 5 REBAR AT BOTTOM OF L INTE! CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARI E5) M; J N L-7 L-8 L-9 L-10 FAL C/ASfi LINTEL LAYOUT 11,411 IIiXII) I/4"=I'-0" (22X34) L-1 �I9 REVOONS BY 92-01-14 RDC N iR 5 N �V O 04 . � Z WF-QQLU V IL W 0 rr N dCo Cq M O'Zi: �N p W �. Z 7Cd d)- LL a Cr0 5 � % 4i 0 8 Q W u 0 Y. LLJ V f O Q z U J Q Lug L W O CO�OnJ v W W DATE 04-&-12 SCALE AS NOTED DRAWN RDC JOB 2382 SHEET 113A OF 5HEETS FOLLOW DETAIL W2/D4 ROOF DECKING- 92-U-14 RDC WD, 24" 24" Or'. CIF FLOOR APPLIES) m oz Lo rs zLors ; -i wZO P2.4" ( O 0 C9 0_Z� wN Ow c oR FOR OF WALL 0 8 w0o ato Q) Lu �w O V / O.C. APP®E-13 TOP Q ) uu VL xxx DBL. 2X TOP i LATE 0 n 45 UA (2) HT520 GRIP LE lo" O.C. DBL. 2X TOP PLATE DRAIN RDc E . PLT. TO CRIPP CRIPPLES SHEET E TO HDR. I " O.G. OF SHEETS (2) 12d'S -o BTTM. PLT. 1-2X 7-2X TO EACH TRUSS e POST TO LVL — 2X4 BLOCKING W/ 2-12d PRE -ENG, WD, GIRDER TRUSS OR SINGLE PLY TRUSS � T STUD - PRE -ENG. WD. GIRDEREA. TO TOP 3/4" PL YWD. SUB-FLR. STRUCTURAL SHEATHING TRUSS TRUSS OR WD. BEAM PLATE ATTACHED PER NAILING SCC2 SCHEDULE- ULE- SEE DETAIL 2X8 HEADER W/ I/2' 2 2X8 HEADER W/ I/2' PLYWD. FLITCH PLATE PLYWD. FLITCH PLATE (SPAN UP TO 6') U.N.O. (SPAN UP TO 6') U.N.O. PRE -ENG. WD. TRUSSES 2 2X12 HEADER W/ 're` 2 2X12 HEADER W/ I/2 " POST PER PLAN PLYWD. FLITCH PLT. PLYWD. FLITCH PLT. (SPANS (a' TO 12') U.N.O. (SPANS 6' TO 12') U.N.O. EA. HEADER E:) FE: T \ , DBL. 2X FULL LENGTH STUDS TO HDR. STUDS (�),@ Q4 I/2=1-0„ 011X17) i=1-0 (22X34) DBL, 2X HEADER D5L. 2X FULL LENGTH FOLLOW pETAIL W2/D4 ROOF DECKING FOR TOP OF WALL STUDS (SGL. HDR. STUDS -- STUD FOR SPAN a 98 POST To SLAB OR LESS, U.N.O.) D5L. 2X HEADER (2) 12d'S � BTTM. PLT. STUDS C SGL. HDR. TO EACH TRUSS STUD FOR SPAN 6' 2X STUDS � 16” O.C. OR LESS, U.N.O. ) PRE -ENG. WD. GIRDER TRUSS 2X4 BLOCKING W/ 2-12d 2X P.T. SOLE � to O.G. PATE 2X STUDS 'a 16" O.G. 3/4" PLYWD. SUB-FLR. 'I 2X P.T. SOLE PLATE ZX P.T. SOLE PLAT PRE -ENG. WOOD TRUSSES 24'O.G� STRUCTURAL SHEATHING, PER NAILIN ATTACHED G 7— 211 - — D ° 81 EA. STUD TO O SOLE PLATE SCHEDULE- SEE DETAIL 1/D5 REINFORCED GONG. FTG. 1/2",P ANCHOR BOLT W/ 2" -moi 1/2"4) ANCHOR BOLT W1 2" SEE FOUNDATION PLAN ii WASHER- � 32" O.G. MAX ii i; WASHER- e 32" O.G. MAX \ \ TA I L 'LL, \ \ MINIMUM i" EMBED. f TA L i �6 Lu 0� u�nj V 1J U Q ow 0� � o L N Q N L v Q)xx �0 I- �s rn� I6 0 _( E N � Q �0 Q N u 3 �� o N 6S Q N � _f L Q 4 QL Lu 61� Lu � 00 Q o S) w L n7 Z r U � L CJ � L 0 0� Q EQ) w ID Lw UIIID I ID IQ al IIS 9 �y Q L IL �Q) Q� 0 0� z z 0� o D (q Q � N (L0 LuQ 0 i� 0 0 REV NS BY 12-01-14 1011 z rn N m ( N �Z �^ J w�uT°'� iCE 8 3/41'PLWD, SUB -FLOOR 2X8 JOISTS lo" O.G. MAX. CZ Z 4= N 0 -Rz� a6LL CONNECTOR SCHEDULE QW2 tE CONNECT. SMPSON USP 00 MAX. LAT. LDS, DESCRIPTION FASTENERS PER CONNECTOR r,ESCRIPTION FASTENERS PER CONNECTOR Q 0 0 2X12 TREADS- Z TYPE UPLIFT FI / F2 4 HETA20 14 -loci x II/?" ETA20 14 -loci 1,810 05 / 900 MOO0 2X8 LEDGER- ATTACH TO STUDS W/ GUT TO FIT m IX8 SKIRT BD. r S DETAL2o 18 -loci x 11/2" N/A N/A 2,480 2000/1310 20 H3 RFT: 4-8d / PLT: 4-8d RT3 RFT: 4-8d / PLT: 4-8d 455 125 / IoO 21 HI RFT:o-8dxl1/2"/1LT:4-801 RT15 RFT:5-801x1/2"/PL T:5-801 475 485 / 105 (2) 12d ,-z EACH STUD ISI JOISTS TO LEDGER i 1 `� ! � 22 NIDA RFT: (9)IOd x 1 1/2" RTI& RFT: 8-8d x I 990 585/525 FLT: (9)1001 x 1 I/2" PLT: 8-801 23 LU52o HDR: 4-10d/J5T: 4-10d JUS2& HDR: 4-10ci/JST: 4-10d 935 N/A 2X'5 '@ lo" O.C. MAX *ADD 2X4 VERTICALS 'a to"O.C. AS � REG2UIRED BY MUNICIPALITY- TO BE PLACED DIRECTLY UNDER LEDGER \ 1/2" PLYWD. BLOCKING _ -,' - 2X12 STRINGERS 24 HIZ RFT / TRS: (4)801 RT20 RFT /TRS: 9-Iod 985 400 / N/A PLT /STD: C2)8&X I I/2" (8)8D PLT / STD: 13-10d 20 H23A RFT:S-8cl / PLT: 5-8& RTI RFT:5-8d / PLT: 5-8& 415 150/150 34 A34 H:4-801x11/z"/P:4-801x11/?" MP34 H:4-801x11/z"/P:4-801x11/z" 3/05 200/303 35 A35F H:4-8&x11/2"/P:4-801x11/2" MPA1F H:o-8dx11/?"/P:o-801x11/2" 440 440 / N/A 37 MT512 14-10& MTW12 14-10& 1,000 N/A i 38 MTSIo 14 -loci MTIUIo 14 -loci 1,000 N/A TOTAL RISE: 10'-8 3/4" (17 RISERS 9/10" ^A.) TOTAL RUN: 13'-4" (1& TREADS @ 10" EA.) 43 L5TA12 10-10& LSTA12 10-lod 905 N/A 45 5T18 14 -led ST18 14-I&d 1,200 N/A 47 LSTA24 18 -loci LSTA24 18 -loci 1,295 N/A // \1 T Y o 5 T Aj FR C; I v I I �I I �I I I , 5 T A j FR D F TAjL 71 MSTA3o 20 -loci MSTA3o 20-10ci 2,135 N/A �2 MSTCoo o4 -loci SINKERS N/A N/A 5,495 N/A 3/4"= I'-0" (11X1-1) 111/2"= 1'-0" (22"X34") PLATFORM FRAMING 3/4"= I'-0" (I1XII) 11/2"= 1'-0" (22"X34") STAIR DATA �9 SP1 STD:& -loci / PLT:4-loci SPT22 STD:4=loci /PLT:4-10& 535 500 / 200 8o SP2 STD:0-106 / PLT:o-10& 5PT224 STD:1,-106 / FLT; &-Iod &05 500 / 200 81 5PH4,o,8 12-I06 x 11/2" TP4,,,Aa 12-10& x 11/2" 885 N/A MAX 11/2° CONTINUOUS HANDRAIL IAW 3/4 PLUJD. SUB -FLOOR 90 ABU&& 12-Iod PAUoo 12-1&d 2,240 N/A 89 cB&& (2) 5/a" BOL TS PA8X8 4-1001 12,30-01 985 92 A5U44 12 -loci PAU44 12-1&d 2,200 N/A &TH 5ECTION-F5CR(201-1)- 8311, INSTALL 34"-38" ABV, TREAD NOSING PRE -ENG. FLOOR TRUSSES, 24" O.C. MAX. 93 AC,,- (MAX) 28 -loci PBSoO 24 -loci 1,815 1,070 S4 AC4 (MAX) 28 -loci PB544 24-Iod 1,815 1,0-10 95 HT520 20-I0d HTW20 20-10d 1,450 N/A 177 90 HDBA SILL. �/aE30L T HHDBA SILL: /a" BOLT -1,910 F N/A 5TUD:(3) 1/a"X511/2" BOLTS STUD:(3) 1/a"X511/2" BOLTS i,,,. 99 A35 H:4-801x11/2"/P:4-801x111/z" MPAI H:o-801x111/z"/P:o-801x11/z" 440 440 / N/A 98-101 HTT4 5/a" BOLT/ 18-IodX21/2" N/A N/A 3040 N/A 97-100-102 HTT5 '/a" BOLT/ 20-lOd N/A N/A 4,2-15 N/A BALUSTRADE HANDRAIL BRACIGET AT 103 \/GTR/L 32-SDS'/4"X3"/(2) a/a" BLT N/A N/A 3,990 N/A MAX- SELECTED BY OTHERS -SEE MANUFACT. RECOMMENDATIONS W_ FOR ATTACHMENT u X 4 it 104 HDUB-5D52.5 -1/8" BLT/20-5DS 1/4"x2'/2" N/A N/A 5,020 N/A 110 HCP2 12-I0d x 11/?" HHCP2 20-10& x 11/2 520 200 / N/A lo -f HHU54o H:14-loci/J:o-loci THD4o H:8-18d/J:12-loci 1,550 N/A 1/015 U410 SUH4o H:8-I/od/J:4-loci -110 N/A 181 HUS26 20 -loci THD26 H:20-Iod/J:lo-loci 1,550 N/A SOLID 2X4 WOOD BLOCKING AT EACH BRACKET � �r m 2X4 LEDGER IN BETUJEEN STRINGERS- ATTACH TO FLR. 184 HHUS28-2 G:28 -loci/ 7:8 -loci EHUH28-2 12 -loci 2,000 N/A 214 HUC2l2-3TF TAPCO BM: &-loci HD0212-3 HD:18-3/10 "XI'/z ° TAPGON BM: &-loci 1,135 N/A TYPICAL INTERIOR WALL CONSTRUCTION TRUSS UJ/ 12d NAILS a &" O.G. S (2)1201 o EA. END OF LEDGER TOE -NAILED TO STRINGER 215 HGUS210-2 NDR:4o-loci/JST:10-loci EHUH210-2 HDR:40-I&d/J5T:Io-l0d 2,720 N/A 210 HU5412 BLOCK: 10-1/4"X111/�" TG JOIST : 10-I1od HIU5412 BL OGK: 10-1/4"X11/2" TC JOIST : 10-1&d 3'240 N/A 0 fR/4 I L DET,_ ONN i T�'�F_ ST/41f;R C C To 21� HUS212-2 BLOCK: 10-1/4 X11, TC JOIST : 10-Iod HUS212-2 BLOCK: 10-1/4 X11, TC JOIST : 10-lod 2,030 N/A 3/4"= I'-0" (IIXI-1) 11/?"= l'-0" (22"X34") - 3/4"=1'-0" (IIXII) 11/z"=1'-0" (22"X34") STRINGER TO FLOOR TRUSS _19 MBHA412 H:1-ATR3/4X8 TOP4FACE NFM35X12U 14:1-'/2" J -BOLT 3,145 N/A JOIST: 18-10d J:5-1/2" BOLTS 220 N/A N/A NFM 3X12 5LK:1/2"v J /JST:14-I0d I,o20 N/A NOTES: STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 201-1, 0TH 220 MBHA4. 15/12 HDR : (2) 3/4"N x 8" JOIST : 18-10d NFM- 5U HDR : MIN. 1/2`v "J" 5OL T JOIST : (5) 1/2 "� BOLTS 2,100 N/A EDITION SECTION R310 231 1-15HA3.5o/I& HDR : (2) 3/4",� x 8° JOIST : 18-I0d NFM3,5X1&U HDR :MIN. �/2"4xJ-BOLTS JOIST : (5) BOLTS 3,450 N/A 232 1"15HA5.50/10 HDR : (2) 3�"v x 8" JOIST : 18-Iod NFM5.5XIoU HDR :MIN. 1/z"4xJ-BOLTS JOIST (5) '/2 "4 BOLTS 3,450 N/A MAX. HGT. OF RISER TO BE 73/4" 240 H15 R:4-I0dxl1/2"/P:4-10&x11/?' N/A N/A 1 1,300 48o / N/A MIN. WIDTH OF TREAD TO BE 241 L( -;;T2 30-I6d-sinker I LUGT2 32 -loci 12000 1015 / 440 9"(EXCLUSIVE OF NOSING) 301 MGT (1) 3/4"5LT5./GIR: 22-I06 N/A N/A I3,905 N/A ALL TREADS LESS THAN 10" IN WIDTH 302 HGT-2 or 3 LTL:3, "BL TS./GIR: 8-I0d USCo3 L T-::1/4 LTS./GIR: 0-keoll &485 N/A SHALL HAVE APPROX. 1" OF NOSING 303 HGT-4 LTL:3/4"BLTS./(-3IR: to-lod N/A N/.A 9,250 N/A 3/10" MAX. VARIATION IN RISERS/TREADS 401 SUR/L414 I FACE:18-Iod/J5T:B-I&ci N/A N/A 1,700 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED BY TRUSS MANUFACTURERS ADJACENT TO EACH OTHER ==' 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) &" O.G. AND (2) 12d GRASPABILITY. EACH END OF 2X4 TOE NAILED TO STRINGER INDICATES TRUSS CONNECTOR, CSO TO CONNECTOR SCHEDULE ON WINDERS; MIN. o" WIDE � NARROW END PAGE 15 FOR CONNECTOR NAME AND SPECIFICATION, 34"MIN.-38"MAX., HANDRAIL HGT. HEADROOM CLEARANCE MIN. CONNECT, STA�F;� 3/4"= I'-0" (IIXII) 1'-0" (221lX3411) STRINGER TO FLOOR �6 Lu 0� u�nj V 1J U Q ow 0� � o L N Q N L v Q)xx �0 I- �s rn� I6 0 _( E N � Q �0 Q N u 3 �� o N 6S Q N � _f L Q 4 QL Lu 61� Lu � 00 Q o S) w L n7 Z r U � L CJ � L 0 0� Q EQ) w ID Lw UIIID I ID IQ al IIS 9 �y Q L IL �Q) Q� 0 0� z z 0� o D (q Q � N (L0 LuQ 0 i� 0 0 REV NS BY 12-01-14 RDC z rn N m ( N �Z �^ J w�uT°'� iCE 8 O w �=,EI CZ Z 4= N 0 -Rz� a6LL 5�5 QW2 tE ull 00 A w Q w U) 0 Q 0 0 Z Z 0 0 0 cc rq MOO0 w DATE 04-eo-12 SCALE AS NOTED DRAWN RPC JOB 2382 SHEET 15 OF SHEETS FOLLOW DETAIL W2/D4 BY 12-01-94 RCC (zz1 m p' N cUz 8� ww w FOR TOP OF WALL 8 `- ROOF DECKINC. ri) Z N as pW �� - n z 5 U- O (LC Q 65 spy � a� 8 w 0 a- aU) V) � � PRE -EN(--:;, WE). GIRDER 2X4 BLOCKING UJ/ 2-12c1 r ^V Q 0 TRU55 Q 45 32" OC. STUD STRUGTURAL SHEATHING TO TOP CHORD ATTACHED PER NAIL INC � V SCHEDULE- SEE DETAIL SGALE AS NOTED DRAWN RDc PRE -ENC.. IUD. TRUSSES SHEET 160 PRE -ENC.. WD. TRUSSES 2X4 BLOCKING W/ 2-12d I/D5 24" O.G, 24" O,C, 3/4" PLYWD. SUB-FLR. ATTACH SLOPPING BOTTOM PLATE TO TOP CHORD W/(I) ROW STAGGERED EACH STUD TO SOLE PLATE 81 22 EA. TRUSS -UNLESS O NOTED OTHERWISENOTED �2 EA. TRUSS-UNLE'FS OTHERWISE 1/4" X 3 1/2" SDS SCREWS PRE ENG. WD. s o O.C_ SLOPE OF � EA, TRUSS R 22 TRUSSES BOTTOM PLATE TO MATCH TO PLATE SLOPE OF TRUSS TOP PLATE DBL. 2X4 TOP PLATE SEE ELEVATION, - DBL. 2X TOP PLATE DBL. 2X TOP PLATE ra--��D TA I/2"=I'-0" (IlX1U 1"=1'-0" 122X34) 2X4'5 I&" O,C, 81 EA. STUD TO TOP PLT. 81 EA. STUD TO TOP PLT. PRE -ENG. GIRDER TRUSS 2X4 NON -FEARING 241 (2) �@ TRUSS TO KNEE WALL , 2X'S IoII O.G. lo' OC, PLATE TO SEAM __--2X'5 D5L . 2X TOP PLATE 1/10" OSB. SHEATHING MID -WALL BLOCKING MID -WALL BLOCKING ROOF DECK PRE -ENG. UJD. TRUSSES 24" O.C. _ \ EACH TRUSS O ^ SEE EL E� 1i2 ",P ANCHOR BOLTS 2 -PLY PRE -ENG. 32" OC-, (i" EMBED.)7/l?" I 055. EXTERIOR i/la" OSB. EXTERIOR LVL BEAM - - SHEATHING -NO SEAMS W11 SHEATHING -NO SEAMS W/I EACH STUD TO 81 Io" ABOVE OR 5ELOW lo" A30VE OR BELOW 4� BEAM TO SOLE PLATEJOINT AT 2ND. FLR. ILIAL L AND FLOOR TRUSS - `r 2X SOLE PLATE JOINT AT 2ND. FLR, WALL AND FLOOR TRUSS 2X SOLE PLAT^ EA. JACK STUD 2x4 P.T. SOLE PLATE - m= [D= DBL. 2X JACK STUDS CONC. BLK. WALL `n0 3%° PLYWOOD SU5- 5TUD5 z DBL. 2X TOP PL T. z FL OOR DBL. 2X FULL LENGTHT _ — — cn EA. STUD TO cf) E 45 PLT. TO STUD � j CIIXIU I"=1'-0" (22X34) 102 AFOVE 10d CUT NAILS 2X4 BLOCKING TO COLUMN TO O 0 TIE OEAM 12" O.G. FORM ARCH 1 I 1X4 P.T. -----t+ GONG. BLOCK WALL - -�- r- a-1---- --77----17--ii—l-I-----T-r----1-T---; -T-1------ I I I I ,i I I I I I I ii I I ° 1 `d 1 � � 1 OD 1/2" THREADED ROD— 'r __u -- L ---J i — '--_u------ ' LI------° ° 7 7' ' V W1 NUT 4 2" WASHER- 32" O.G. MAX. — PRE -ENG,. WD. FLOOR TRUSSES s 24" O.C. II II\� //4 4 1 80 � EA, 5TUp TO PLT. DBL. 2x TOP PLT. OSB. SIDES -ATTACH SHEATH. -50TH Wlaci's 81 EA, STUp TO ALT, 1/2"=1'-0" (IIXIU I"=1'-0" (22X34) '— ° o'—a ° 4" O.G. PERIMTER AND ,° 12" O.G. INTERMEDIATE 1 2X'5 lro" O.C, 2X'S I&" O.G. 1 1 ° , a ' , MID -WALL OLOCKING MID -WALL OLOCKING PRE -ENG. WD. FL OOR GIRDER TRUSS a ° -19 � EA. STUD TO PLT. 79 � EA. STUD TO PLT, �' DFL. 2X4 TOP PLAT= (OR) (OR) 4S lo) POST TO PLATE O TO GIRDER TRUSS 1 1 8 � EA- STUD TO PLT. 8 '0 FA. STUD TO PLT. 112"q ANCHOR F2OLT W/ _ a � ANCHOR B9OLT W/ _ a 1�, 4X8 PARALLAM POST / —� ° WASHER- 0 32" O,C, MAX 2X P.T. SOLE PLT, WASHER- � 32" O,C, MAX -1" 2X P.T. SOLE PLT. °�— 1 I I 1 MINIMUM i" EMOED. MINIMUM EM5ED. 81 POST TO PLATE I I a II o a o 2X P.T, SOLE PLATE ° 1 a o II a o I 1— a� °� I e 0 • •^ s � • REINFORCED GONG, FTG. i — �2 ANCHOR FOLT W/ 2 1 REINFORCED GONG. FTG- REINFORCED GONG. FTG- ^r I_E FOUNDATION PLAN WASHER- 3" MAX, FROM SEE FOUNDATION PLAN n SEE FOUNDATION PLAN n =TAILAl L POST- MINIMUM �" EMOEp. 2 L 1/2"=1'-0" CIIXIU I"=1'-0" (22X34) 1/2"=1'-0" CIIXIU 1"=1'-0" (22X34) QJ 3/4"=1'-0" (IIXIU 11/2"=1'-0" (22X34) 3/4"=1'-0" (IIX17) (22X34) u lL o REVISVONS BY 12-01-94 RCC (zz1 m p' N cUz 8� ww w 2 8 ri) Z N as pW �� - n z 5 U- O (LC Q 65 spy � a� 8 w 0 a- aU) V) � � O r ^V Q 0 Q � V DATE 04-'0 12 SGALE AS NOTED DRAWN RDc JOB 2382 SHEET 160 OF SHEETS STRUCTURAL NOTES FIELD REPAIR NOTES 1/2"Xo" (41%° EMB.) NILTI KIUIK WITH I WASHERS I I ' 2Xo P.T. WOOF-) "SUCK" BOLT UJITH 2" UJASHERS L ®GATED ,., II II II ' II II II 1. THIS STRUCTURE HAS SEEN DESIGNED IN ACCORDANCE WITH THE 1, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE � (TOP AND 5IDE5) I1 I II I',4',41' (WITHIN o OF SUPPORT I1 II oTN EDITION, FBCR 2011 (WIND LOAD '@ 140 MPH.) SUBSTITUTED W/ (1) U5P MTWIo OR HCIO OR 51MP50N MT5MIo UJ/ BRACKET FOR GARAGE DOOR) GARAGE DOOR " 0 II II I I II II (4) 1/4" X 21/4" TAPCON5 TO BOND BEAM AND (1) I06 NAILS TOl I1 FROM THE BOTTOM 4 MIN, EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN 800 L55 (USE (2) MTSMIo FOR " F5CR SECTION 8301 UPLIFT5 LESS THAN 1120). NO MORE THAN ID STRAPS MAY 5E DISTANCE. I. # r II II II ' II II 11 � II II 11 ' II II it SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS u1 II 3. ALL FLOOR SLABS TO BE OF 2,500 P51 CONC. PLANT MIX MIN, 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION THICK WITH oxo 10/10 WIRE ME5H /o MIL. POLY. VAPOR- 8" MASONRY WALLI P AFTER M RAFT�T 5ARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALL5 MAY BE ii 2� lu - DETAIL TO SATISFY 140 MPH WIND LOAD „ „ IIV U I� !u 1 SUBSTITUTED UJ/ 1/2" DIA. x 1" LONG WEDGE ANCHORS (REDHEADS). _MASONRY FRAME SHALL BE MIN BXIo ASTM G -9D O '4 II II II II II 4. CONCRETE. MASONRY UNITS SHALL MEET: CH. 1-3 OF AGI 530-02/ Q I I I 1I Q - GROUT FILLED CELL W/1i ASTM 2 ^5 RF5AR (GRADE oO) _11 1 W_ 1 I I I A5CF 5-02/TMS 402-02 OR 51A BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWEL 5 MAY 5E 5U55TITUTED UJ/ A STRAIGHT #5 z „41 9 REBAR SET INA 3/4" DIA. x o" PEEP HOLE FILLED UJ/ UNITEX � FA. SIDE OF GARAGE DOOR OPENING I(k �� - MAX. DISTANCE TO CORNER OF C.5.5. WALL REINF. 48" 5, MORTAR TO 5E TYPE "M" OR "S" GROUT - 2,500 PSI � 28 DAYS. PROPDXY 300 OR SIMP50N SET OR ETF ADHESIVES. µ I u 0 - REINF. TO BE CONT. FROM FTG. TO TIE BEAM W1 ALL 2X4 V;""RT I Oz o. MASONRY CLEAN OUTS REQUIRED ',D GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: 'AC -l" DETAILS DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW 0 FEET IN HEIGHT AND ALL VERTICALS. UP TO 'ka" - NO REPAIR NECESSARY - GAR GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "c UCK" 2x8 RIDGE 0 lia" TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT I.) THE GARAGE DOOR ASSEMBLY SHALL 5E DESIGNED FOR E 1, RESAR TO 5E a 5'S GRADE 00, lU/ MIN. LAP OF 25 USE "I "BARS OF u1ACC BETUJEEN EXISTING FILL' CELLS (WITH STEEL) IN ROOF D_CKING 0� FILLED PO51T1 tE AND NEGATIVE WIND PRESSURES OF 25 P5F IN L o@ CORNERS AND USE STANDARD NOOKS � 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 H2.50 EA. RFTI;R DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2Xo RAFTERS 0 8. GYP. 5D, CEILING SHALL 5E INSTALLED PERP. TO FRAMING 4 NAILED 5, PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOIUING ITEMS: TO RDG. BM. 24" O� rn 'a 1" O.C. WITH 5d NAIL5. GYP. BD. WALL5 SHALL BE NAILED O8" O.G. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE u 0 WITH 56 NAILS ADDED ON EITHER SIDE OF PENETRATION WIT14IN 3" AND TRU55/ AND NEGATIVE WIND PRESSURES OF 25 PSF.2X4 VERT. �@ 48" O.C.—� N FLOOR TRUSS 15 NO CLOSER THAN 3" FROM PENETRATION. 5.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV, TRUSSES BELOW 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MT512 TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION ROO9 OF THE 2011 NAIL TO RAFTER 'a TOP THRU PLATES TO 5L AB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, oTH EDITION 4 PLATE AT 5TTM. W1 CJ DOOR SIZE, TYPE AND GLAZING (2) 12d NAILS IO. EPDXY ANCHOR ALTERNATIVE: D.) TRACK SIZE AND FASTENER DETAILS. PRE ENG. UJD, THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR B0LT5 E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS. QN THE FOLLOWING CRITERIA MUST 5E MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE ST18 OR LSTA24 1 ANCHOR SIZE GONG. HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE Q I/,1, 3,4" III T_I I �/ TO TRUSSES BELOW 0 x �S 3/4" I" 8° Ixo GAP 1.= iia 11�a 9" _ SEE FLOOR PLAN 1/2" GYP, BD. FIN. 0 � CAP PER SPEC'S 2X4 OR 2Xo STUD SL. 2X4 PLATE SIDE B SIDE ALONG AFTER ,OLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED 1i," COVE MOLDING 1/2' OFFSET = WALL VALLEY- 5GL . 2X4 PLATE ABOVE TOP cli PRIOR TO EPDXY INSTALLATION. THREADED ROD TO 5F MIN. A3o CURL' n 1/k/ " 055. SHEATHING ' CHORD OF TRUSSES- ATTACH UJ/ (2)12,d 6 p STEEL AND PREF OF DIRT OR GREASE. LOAD ON FOE)CANNOT BE 2X4'S 24" O.C. NAILS � EA. INTERSECTION OR o" O.G. N N APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT I " (3)2X4'5 - --- N r /z DRYUJALC 2X4 OR 2Xo STUD WALL �� I VALLEY EPDXY RE51N MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ` IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM il. SOIL BEARING CAPACITY 2000 PSF MINIMUM D Tk, I 4 ED � T,4 I I , 8 D E TA I L END OF RAFTERS ON ONE SIDE AND ADD 2X8 o DI 1/2 1'-O° DI I/2 1' O" 1/10 OSB. SHEATHING pl 3i4 I' 0 NEXT TO FIRST ONE W/12d'S ® 6" O.C. WOOD STRUCTURAL NOTES 1/2" GYP. E D. ROOF EDGE I p�-I- - _ _ III _ - CONCRETE BLOCK I. ALL 1000D TO BE SPECIES, GROUP, AND GRADE AS NOTED SFC 01u. 1A [DTAIL C OI X11 , TO �EG. WA I= HEADER OR STEEL �� Q DAMAGED WOOF-) NOT TO 5E USED. LINTEL Sri pFTAIC D1 I°= 11-0" PC EXP. STRIP N 2, ALL STRUCTURAL LUMBER SHALL BE SPF E -PINE -FIR) OR ZONE: �// / 2/D3 FOR SEE FLOOR EN(3. T BETTER UNLESS OTHERWISE NOTED. CPRE ENG. TRUSoES EXCLUDED) ad NAIL5 o" O.G. EDGES AND 12" O.C. FIELD /� ��////�/////�//// r FOR RIDG_ PLAN FOR BM. 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT Q i 4' RIDGE '� BLOCKING p DETAIL LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED � o" O.K.. Lu LL W IL 11/2" EXPAN. ANCR rg HEADER SIZE PER 1 2 0 �? 8d 12" 0 Q 4. PLYWOOD OR 055. WALL SHEATHING NAIL PATTERN TO BE 1001a o" O.G.. UNLESS OTHERWISE NOTED.� EMULSION j ----�--- �� r, T� W_4" FROM AND 5, NUMBER OF HEADER 5TUD5 AND ADJACENT FULL LENGTH STUDS � I �� m_ EA. : O.C. PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. O.G. ! 3 v CONG. 5C K. 0. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS, 1. DBL. STUDS � EA, END OF SNEAK WALL. 8. WHEN ANCHORING MULTIPLE WE). ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NAUNG PATTERN ZONE: ' a- 8d NAILS 0" O.G. EDGES AND 12" O.C. FIELD ZONE: 0 ad NAIL5 o" O.G. EDGES AND 12" O.C. FIELD ZONE: ®8d NAIL 5 4" O.C. EDGES AND o" O.G. FIELD _ II - SEE FLOOR~ PLAN FOR ' a- PC ANCHOR � 8d 'a 4" EDGE II a)o i I �'------- MORTAR ASPHALT •i� 0 0 E REGULAR INTERVALS. 4 AND 10 NGTHS A VAI ABLE. STRIP Q N CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): ,I - s 2X BLOCKING 1/z" PLYWD. ; -' HEADER SIZE PER 1 2 _a II �? 8d 12" = 11 II Q PC PANEL EMULSION w S INTERM II a 'a EACH END OF HEADER � I REINFOR. EA. - R = GONG. 2 O.G. 3 3 O.G. SEE FLOOR~ PLAN FOR ' a- PC ANCHOR � v "PREMIERE" 5ERIE5 GL5. BLK.), W1 BUTT WELDED CRO55WIRE5 AT a)o i I �'------- MORTAR ASPHALT •i� 0 0 E REGULAR INTERVALS. 4 AND 10 NGTHS A VAI ABLE. STRIP Q N CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): ,I - s 2X BLOCKING 1/z" PLYWD. ; GLS. 5LK, PER PLAN HEADER SIZE PER 1 2 _a II �? �U q LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 Q PC PANEL EMULSION w NUMBER OF FULL-LENGTH ENGTH 5TUD5 AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK, 'a EACH END OF HEADER � I REINFOR. EA. - R = GONG. 2 O.G. 3 3 3 GREATER THAN ID' 2 1 2 (SIDE ED. 0 0 1 5 SEALANT _ IE o N Q 2X4 STUDS EXTrRIOR FINISH PC ANCHOR 0� DATc I0 -0I-05 STRIP 1/4"EXP. DRAWN MNF X05 5NEET Dl OF SHEET5 rr 5OLT^^ T m9 �n S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 11 lo" O.G. 0 > C 5EE NOTE 4) 5PH4,0 OR 8 NOTE: - ;�. T PANE �A4Q N�R CONSTRUCTION N o to EA. STUD NO STRAPPING NEEDED 1 - -DOUBLE STUDS '0 12 O.C.. - iii PC PANEL REINFORCING (TOP): 6 -DOUBLE OR TRIPLE HEADER � 0" O.C.. � EDGE WHEN FRAMING PER DETAIL p5 USED IN PANELS OVER 25"S.F. IN AREA,15 EM5FDDED HORIZONTALLY Ns UPLIFT CONNECTOR 1/2",P EXP. ANCHORS- II - - 0 3 .@ 12 O.G.. INTERMEDIATE. (SEE ROOF PLAN) O,C. IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL -HEADER TO STUD � 4" OC-_ EA. HEADER MEMBER. ROOF FRAMING C1 EMBED.) 2� �� L� �' REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER 153/a" O.G. - -STUD TO TOP OR 50TTOM PLATE : (2) l0d THRU ��/DOUBLE TOP PLATE 0 PLT. OR (2) lod EA. SIDE TOE NAILED TO PLT. 10. -ROOF SHEATHING FOR SHINGLE ROOF TO SE MIN. 1/10" 055, NAILED TO ROOF TRUSSES SPACED s 24" O.G. (MAX) WITHOUT BLOC—KING:;. -ROOF SHEATHING FOR TILL ROOF TO BE MIN, 19/32" 055, 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF TRUS5 SPACED a 24" O.C. (MAX) WITHOUT 5LOCKING. 11. FLOOR SHEATHING TO 3E MIN. 23/32" PLYWOOD NAILED � o" O.C. W1 #8 RING SHANK NAI1_5 AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRU55E5 TO BE END BLOCKED � BEARING LOCATIONS 13. TRU55 5RACING PER TRUSS MANUFACTURE'S DRAWINGS. 14. ALL NAILING SPECIFIED TO BE APPLIED 5Y NAIL GUN OR MANUALLY 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SEE FLOOR~ PLAN FOR ' a- - •� � v "PREMIERE" 5ERIE5 GL5. BLK.), W1 BUTT WELDED CRO55WIRE5 AT a)o i I �'------- MORTAR ASPHALT •i� 0 0 E REGULAR INTERVALS. 4 AND 10 NGTHS A VAI ABLE. TYP. Q N CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): ,I - s 2X BLOCKING 1/z" PLYWD. ; N s HEADER SIZE PER 1 2 _a II �? �U q LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 Q OR 1/10" 055 EMULSION w NUMBER OF FULL-LENGTH ENGTH 5TUD5 AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK, 'a EACH END OF HEADER 0 GTL/455 E3IOC< D1=TAII EA. - R = GONG. 2 3 3 3 3 GREATER THAN ID' 2 1 2 (SIDE WALL 0 0 1 5 8d a 4" O.G.— _ Q 2X4 STUDS EXTrRIOR FINISH S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 11 lo" O.G. 0 > C 5EE NOTE 4) 5PH4,0 OR 8 NOTE: - ;�. T PANE �A4Q N�R CONSTRUCTION N o to EA. STUD NO STRAPPING NEEDED 1 - -DOUBLE STUDS '0 12 O.C.. - iii PC PANEL REINFORCING (TOP): 6 -DOUBLE OR TRIPLE HEADER � 0" O.C.. � EDGE WHEN FRAMING PER DETAIL p5 USED IN PANELS OVER 25"S.F. IN AREA,15 EM5FDDED HORIZONTALLY Ns UPLIFT CONNECTOR 1/2",P EXP. ANCHORS- II - - 0 3 .@ 12 O.G.. INTERMEDIATE. (SEE ROOF PLAN) O,C. IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL -HEADER TO STUD � 4" OC-_ EA. HEADER MEMBER. ROOF FRAMING C1 EMBED.) 2� �� L� �' REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER 153/a" O.G. - -STUD TO TOP OR 50TTOM PLATE : (2) l0d THRU ��/DOUBLE TOP PLATE 0 PLT. OR (2) lod EA. SIDE TOE NAILED TO PLT. 10. -ROOF SHEATHING FOR SHINGLE ROOF TO SE MIN. 1/10" 055, NAILED TO ROOF TRUSSES SPACED s 24" O.G. (MAX) WITHOUT BLOC—KING:;. -ROOF SHEATHING FOR TILL ROOF TO BE MIN, 19/32" 055, 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF TRUS5 SPACED a 24" O.C. (MAX) WITHOUT 5LOCKING. 11. FLOOR SHEATHING TO 3E MIN. 23/32" PLYWOOD NAILED � o" O.C. W1 #8 RING SHANK NAI1_5 AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRU55E5 TO BE END BLOCKED � BEARING LOCATIONS 13. TRU55 5RACING PER TRUSS MANUFACTURE'S DRAWINGS. 14. ALL NAILING SPECIFIED TO BE APPLIED 5Y NAIL GUN OR MANUALLY 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E ROOF PLAN MID WALL 5L OCKS CONT. 5T18 0 EA, SIDE EA. JACK 2X BLOCKING �AS REQUIRED HEADER STUDS (PER TA3L E) P.T. SILL PLATE PRE55URE TREATED. - -- � 8 EA. STUD fii�. ��,�1�IfN� �� N��. `)H=At5�< WAII L�) t= I A I I= USE ONLY WHEN (FOR USE WITH "THINLINE" SERIES GL5. 5L<,) OR 2" O.G. (FOR USE 1 0' FULL LENGTH WALL STUDS Dl 1/2"= I'-0" NOTED AS SHEAR WALL ON PLANS "PREMIERE" 5ERIE5 GL5. BLK.), W1 BUTT WELDED CRO55WIRE5 AT a)o (PER TABLE) 0 E REGULAR INTERVALS. 4 AND 10 NGTHS A VAI ABLE. 0 , Q N CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): ,I - s 2X BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING G LASS 5L OCK PANELS INTO N s HEADER SIZE PER 1 2 THE SURROUNDING FRAMFl1JORK WHEN CHANNFI S ARE NOT USED.!-- �? ROOF PLAN MID WALL 5L OCKS CONT. 5T18 0 EA, SIDE EA. JACK 2X BLOCKING �AS REQUIRED HEADER STUDS (PER TA3L E) P.T. SILL PLATE PRE55URE TREATED. - -- � 8 EA. STUD fii�. ��,�1�IfN� �� N��. lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY DI u REVISIONS MAXIMUM HEADER SPAN (Ft.) 3' 1 0' 9' 12' 15' 18' 0 MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND NUM5FR OF HEADER STUDS Q N k7 SUPPORTING END OF HEADER 0Lu Z 1 I I 1 2 1 2 1 2 2 �? �U q LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 Q Q -i w NUMBER OF FULL-LENGTH ENGTH 5TUD5 AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK, 'a EACH END OF HEADER 0 GTL/455 E3IOC< D1=TAII 10' OR LESS 2 2 3 3 3 3 GREATER THAN ID' 2 1 2 3 1 4 5 1 5 lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY DI u REVISIONS FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 RDG STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTH5. 0' L� c PC EXPANSION STRIPS (BOTTOM): [L MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND w 8 Q N THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE u a- Z d m N GLASS 5L OCK AND ALLOW THE PANEL TO EXPAND 8 CONTRACT z� MEL C � FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, 0 PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 Q Q ARE EASILY CUT TO 3" WIDTH, FOR 31/a" "PREMIERE" SERIES BLK., 0 AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK, FOE Q 0 GTL/455 E3IOC< D1=TAII 0 lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY DI u REVISIONS BY ' 04-13-12 RDG 04 N (L N c rwill(j J [L w 8 Q N � O �[ co Co co a- Z d m N W C �^ z� MEL C � p c D�S co ¢w�$ O Q 0 FOE Q w Q w W Q � 0 DATc I0 -0I-05 SCALE A5 NOTED DRAWN MNF X05 5NEET Dl OF SHEET5 EXP. JOINT 91, RECESS SLAB aII NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERW15E NOTED, NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR SGD DOOR F.F_—I` SHALL CONFORM TO ASTM D 3101 C MODIFIED TO 140 MPH) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 3101 C MODIFIED TO 140 MPH ) �r (2)45 REBAR5 - X 101-g5. THE FRC REQUIRES BASE AND CAP FLASHING. OR M -DC PA 101-g5. THE FRC REQUIRES BASE AND CAP FLASHING. z Q 7 — r w SHINGLES OVER BUIL DING SHINGLES OVER BUILDING — ( yPAPER OVER 1/I6" OSB, PAPER OVER 1/Io" 055. ;t, co - -1 > SHEATHING SHEATHING ` -' ^ c .� PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION ` BAFFLE BETWFP=N EA. TRU55 ® BAFFLE BETWEEN EA. TRU55 C3) #5 11 41I C2i#5 KEBABS g 1'-411 [4" 11 (2)#5 KEBABS I1_a11 411 REBAR5 04 EA. TRUSS IU/ UPLIFT O EA. TRUSS lU/ UPLIFT I'-4" 4" 22 OF 1810# OR I E5S / OF 1810# OR LESS D2 D2 D2 D2 X2 EA. TRUSS UJ/ UPLIFT 4 X2 a EA. TRU55 UJ/ UPLIFT 4" RECESS 15 g1r," RECESS FOR4/2" RECE55 5LAB ,o BETWEEN 1811# 4 320# i $ �/ FOR OUT -SWC;. = GAR. DR. FOR DOOR BETUJEEI� 1811 4 30_0 1 2'� DR5, ONLY ��v (1)# 5 REBAR SEE ROOF PLAN SEE ROOF PLAN p o ...............1 _ _ — z 1 Lu /- — - Q gym\ r,-- _-, f ALUMINUM ALUMINUM / 9 0 Q / - e � - DRIP EDGE / ��U) u DRIP EDGE / p co Q UL Sit 0 ; INSULATION v INSULATION z z Jj (5EE PLAN FOR TYPE) (5EE PLAN FOR TYPE) Q)m 1. 01I pq !ll Q L� T - C2)^5 (2)#5 REBAR5 10 CONT. to"X8" FTG. Q i REBARS U 1/2 SAG RESISTANT I/211 SAG RESISTANT 0 1 -4' OR GYP. BOARD OR '/a" GYP. BOARD 07 D2 D2 UJ/ 2 #5(P REBAR. } C2i#5 X ° PLACED PERP. TO CLC. ° ° Q 11 #3 TIE r'- - - -'� REBARS e FL„GED PERP. TO GLG 'N e FRAMING FRAMING 0 AXP. JOINT BARS 2X0 SUB FASCIA 2X0 SUB FASCIA (2)#5 REBARS D2 I -4' 4" L L a 12" O.G. 1/2" GYP. BD, ON I"X2" t w F.F_-- - BRICK P.T. FURRING LU/ ALFOIL /z" GYP. BD. ON 1"X2" P.T. FURRING UJ/ ALFOIL m INSUL. BETWEEN _ = VARIES F r^R5 INSUL. BETWEEN 14 q N z _ (I)# 5 REBAR V llbdl YQI A VENTED ALUM. SOFFIT VENTED AL UM. SOFFIT Q) TOP OF FOOTER ° d I"X0" P.T. HEAD — I"Xo" P.T. HEAD = I = I 11 I 1 " (n L �r Q -8' BELOUJ b 8'X8 GONG. KNOCK- LEDGER 8' BEYOND 8'X8' CON(. KNOCK- LEDGER 8 BEYOND Z 3 •� - I'-4" `� } HOUSE FIN. FLR 8" I4„ OUT BLOCK REINFORCED OPENING EACH 51DE OUT BLOCK REINFORCED OPENING EACH SIDE �N `' UJ/ GONG. # (1) #5v REBAR UJ/ GONG. $ (1) #54 REBAR 1'-4° C2)#5 REBARS 18 (2)#5 20 �IO �� C P it \ ONTINUOU� CONTINUOUS 11-� D2 D_ D2 41 REBARS D2 N.T.S.a"Xa" GONG. BLOCK SEE FL R, PLAN FOR 8"Xa" CONC, BSE. LOCK E �s rLR. PLAN FOR RECESS FOR 811 BLOCK REINFORCED GARAGE CLG, 5PEC5. BLOCK REINFORCED GARAGE GLC. SPECS. �� Nt SL.GLDR. (3) # 5 REBARS F'�- — �- VARIES W/ C0NC. W/ C0NC. 0 \ /— - - - PRE CAST LINTEL a PRE CAST L INTE Q o Lu } -A— uu UL\ ��Cli# 5 REBAR z Z 4-4' (2)#5 REBARS 12 u`p1 021#5 Q `� [Y z 9'3 D2 D2 �� I REBARS u�t b ALUM. UJINDOUJ (REFER TO ALUM. WINDOW (REFER TO GARAGE Q I C2)#5 X all 411 FLOOR PLAN 4 ELEV. FOR q FLOOR PLAN 8 ELEV. FOR ) � EJWALL Q } --- REBAR5w DESIGNATIONS) " } DESIGNATIONS) `L " a (1)#5 REBARS vARIE5 uu w w C p 4° Cli# 5 REBAR 18 #3 TIE BARS 11_4" 411 24 � w Lf m DZ 12" O.G. D2 CO C.FL ED � CAVITIES EACH �1r - SIDE OF DRAIN PIPE 4 CAVITY CONC, TO SPECS. WHERE DRAIN PIPE PASSES BLOCK WALL INSULATION- BLOCK WALL INSULATION- o � THRU CON(. BLOCK STEM r GORE FOAM R-8 + WALL a PRE CAST CONC. 511 1 _ E GORE FOAM R-8 + �� ALFOIL R-4.1 812.1 TOTAL PR_ CAST CONC. . SII 13 T 8' GRADE - �' �� ALFOIL R-4.1 = R12.1 TOTAL 0 0 a" �4`�(_ fia"xa"x10" coNc. BLOCK a"x8"x10" GONG. BLOCK D2 4" PVC. PLUMB. DRAIN PIPE - , ID (REFER TO EXTERIOR (REFER TO EXTERIOR 1 THRU STEM WALL BLOCK �� N 2� = z ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) �(2)#5 REBARS �`� �� o D Q MARBLE STOOL MARBLE STOOL 0 �D 9 } �p �— > CONC. FTG. REINF. W1 (2) 0° MAX v PVC -t N = — -T Q #5 RE5AR5 CONT. SLEEVE ALTERNATE BRICK 11/2" GYP. BD. ON 1"X2" AL TERNATE BRICK 1/2" GYP. BD. ON I"X211 -T - r } VENEER _ _ P.T. FURRING W1 ALFOIL VENEER _ _ P.T. FURRING W1 ALFOIL 0 N PI �'��{FU FOOTING; MONOI�T{-iI� S.E.MTL.WALL TIES ,, ° IN5UL. BETWFEN 5.E.MTL . WALL TIES i ° IN5UL. BETWEEN ^" I'-0' D2 Io" O.C. VERT, 4 10" Oc. ; ` lo" O.C. VERT. 4 l0" O.G. 1 -0" �41( k� E TA I L 3/a = I - l� (2) #5� REBAR BENT TO ARCH HORIZ. -�- _-� HORIZ. �r -� 14 (2)#5 REBAR Q AROUND SLEEVE, 30" LAP MIN. ; `_% ; WOOD BASE ; ; WOOD BA5E L D2 D2 BOTH SIDES GONG. TO SPEC5. #_ �� ROD a EA. DOWNPOUR � ,` ' ^5;: ROD � EA. DOWNPOUR � ;`, ,411 RECESS 15 MIN. 30" LAP FIN15H FLOOR MIN. 30" LAP FIN15H FLOOR g/2/—RECESS 51 AB o' MAX v PVC - X PROVIDE INSPECTION ' ' PROVIDE INSPECTION ' ' N 0 FOR OUT -5W,. FOR GAR. DOOR SLEEVE � z 4 ---� L-=-� DRS. ONLY GRADE PORTS 'a EA. VERT. - - - PORTS EA. VERT. - - - s - - --_ POUR - __= POUR r== ° a ° ° ° ° ° > 3 — X \� X 4" PVC. PLUMB. DRAIN PIPE _ Sl ° - - z ° w a ° - i E m HRU STEM WALL BLO K N i = _ _ ° ° ° ° co Y _ _ _ ; ° ° ' 0 CONC. FTG. R_ INF, W1 (_) - 00 15 REBAR5 CONT. (2i#5 REBAR5 �p ° 0 MIL FOL YERTHYLENE GRADE __ ° °° °� J10 1'-011 4'l GRACE VAPOR BARRIER o" Z (��/ _1 i ° ° -0 LAPPED AND TAP; -=D0 Q ° ° ° • cv F- I`-===; JOINTS. _ N cn _ ° " °° l m (2)#5 REBARS IS C2J#5 REBARS a w ^^ ^^ N z W ---', ° °. N 1 I'-411 411 1'-411 4" v w DOWELS SEE Q ° D_ D2 x p�IZ �/ - FOUND. FOR LOCATION 4„ ° 0'o o. i --- ° (K EXTEND FTG. 4" FOR GONG. FTG. REINFORCED x HOUSE °� BRICK VENEE I X r.-- EXTEND FTG. 4" FOR --i U R C2J#5 REBARS CONT.- SE 10 Q) FOUNDATION PLAN 13 6 HOUSE SL�pBS- BRICK rENEER ° • • m 9 Q N SLAB 12 3o"X3o" A/G �1 -- ° o MIL POLYERTHYLENE Lu UL - - VAPOR BARRIER o" L PAD (MIN.) 4,1 GONG, FTG. REINFORCED UJ/ LAPPED AND TAPED Q 0 Q �Q z I I C2)#5 Q I (2)115 REBARS CONT. JOINTS. roc 0 GERJ Q L. I i REBARS X 2X/o FORM OR PR) TER F A/CADS TICJL SECTION TFICSECTIO � _ X11 BASED ON SUJALE I _ _ � /� � T I � I III A W/ MONOL M41 C '00T INC Q #3 TIE # A / T W �� 10 0 (2J 5 — _ 7 ^II_ 0 D� BAR O.G. fi REBARS D2 D2 3/4' = I 0° D- 3/� - 1 0' N.T.S. REVISIONS BY 04-13-12 RDC; � N � N �Z CLu Ww� a- Z w 0 w g w N O:c cn cn�o Ch ILZ� co", �^ pu c �^ L >$g ui In ca o aIll n6k F-24 uj O w z O z a 0 Q Q Q UAUl Q � Q Q w U DATE 10-01-05 5GALE AS NOTED DRAWN MNF JOB SHEET OF SHEETS TYPICAL WOOD FR�nMED WALL , ROOF DECKING 10d NAILS .. ROOF DECKING 4' r O. ,. 2X4 LOOKOUT ,) 24" r ROOF DECKING TYPICAL OVERHANG 2X4 BRACIING v) 24" o.G" o� ( 12" MAX.) 10d NAILS 'a 4" O.G. �o Q EXT. SHEATHINCa TO N : �0 STOP ABOVE CMU 1 P_R PLAN r PRE ENG, UJp. S..,ISSOR TYPICAL OVERHANG l& MAX. CND d EA. L L TO R �Q) �n TRUSSE5 '@ 24" O.G, i/lo" 0S3. SHEATHING(2) Q)s- 106 o) EA. END N � 0 PRE ENG" IUD. 5Cf5SOR 12" MAX. z 0� T� Q a W EXTERIOR FIN. TO 5PEC5. TRU55ES ,)24" Off. 0 ATTACH GROSS R CIN TEXT. FINISH ON CENTER POINT OF IUEEP PAPER PACKED LATH SCREED To BEV BELOUJ T.O.M. (4) 10d TOE NAILED � A. TRUSS TO 2X8 PRE ENG. GABLE END TRUSS I 2X4 X -BRACING 6 UJ/ 4-12dNAIL5 3 O.G. 1 m DATE I0-01-05 � 8' OC' TO E ENG" WE). 5 50 (4) 10d TOE NAILED o)G FASTENER PER TRUSS EN, (2) 10d v� EA. BOTTOM CHORD 3RD" TRUSS IN TR SES 2 O.0 EA. 2X8 VERT, TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING /[FRAMING EXTERIOR FIN. -1/ 11 0 5HTHING JOE3 48' O.C. IN FIRST FOUR (4) SHEET VAPOR 5ARRIER TO PASS 2X8 TOP PLATETO SPACES ONLY UJHEN SPECS. DDS P EN GA E END TRU55 IN FRONT OF WEEP SCREED -1/16" 058.SHEATHING EA. TRU55� ` ACKS SPAN 4'-o" OR GREATER SET BACK ,/ O OF . MOI5TURF 5ARRIER AND 2X8 VERT. ,� 24” O.G. O .aA3 a„ lU/ LE TEXT. CEMENT ) � EA (2 d . OT CHORD SONO 5REAK PER (4) 10d TOE NAILED -- FINISH. FLUSH oTH EDITION 201-1- R-103.1 2X8 P.T. SOLE PLATE IL GYP. BD. (SEE STRUC, NOTES GABLE W1 2X4 DIAPHRAGM FR IN 48" O.r IN FIRST FO (4) IR1/2 ANCHOR BOLT W1 2" • FOR NAILING PATTERN) 51DING FINISH � FRAMING SPACES- NAILE IUEEP SCREED -PER 6TH EDITION 201 - WASRER @ 32" O.C, it TO TOP OF BOT M Cr,ORD R 103.1.2.1 #5 REBAR IN POURED KNOCK OUT _ PRE ENG. END CONC. FILLED LINTEL BLOCK DETAIRL A/D3 n JACKS 24" O.G. 8'-0" MAX. l,U/ I #5 REBAR FOR FLASHING REQ ----- GONG. BLOCK WALL fi TYPICAL CMU WALL =� G -o I�l�l�I� �� = ��! ENE) � � IOd NAILS GYP. B. (5EE 5TRUG. NOTES DFOR D3 G-3 � _ _ NAILING PATTERN) D3 ATTACH CROS5 BRACING CONCRETE BLOCK UJALL •° UJ/ 4-12dNAIL 5 3" O.G. ROOF DECKING A I I I 1=f I �l PRE ENG. WF-). SCISSOR TRUSSES � 24" O.G. PRE -ENG. 1000D TRUSSES �4" O.G. G_I GAE3� 2X8 P.T. SOLE PLATE I 1/2"0 ANCHOR BOLT l.U/ 2" E �N WA5HER 32" O.G. D3 D3 C2) 10d NAILS CONC. FILLED LINTEL BL OCK ^5 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" UJ/ I RE5AR LOOKOUT �@ 24" O.C. ROOF DECKING 1" EDGES 1 1/2" EDGE] 2 1/2" EDGE 45 24" O.G.2X4 TYPICAL OVERHANG 2x4 BRACING 24" O.G. C 12" MAX.) 1®d NAILS a 4" O.C. 4.✓ 1OdX oN SHIM UNDER TRUSS z4 x z x 8"X5"XIro" CONG. LINTELS\ -2X4 BLOCKING 24" oC7, w 11/2" _ _ cv DBL. 2X8 TOP PLATE 3LOCK CONT. POUR ISTAGr ° SER D -PRE ENG. WD. S� 550 cv � 1/2" N 2 I/ 1OdX3' - /lo" OSB. SHEATHING 2x8 rERT. 24" o.C. UJ/ I 3� RE BAR CONT. _ . GONC. 3LOGK UJALL EA. 2X4 ^575 'a 24 ) 1® ECOMM0�110dX3" �-f z f x �' BELOUJ EA. TRUSS DET I 12" MAX. COMMON z G-4 L 2X4 X -BRACING 48� .C. ODP. SIDE U 81 EA, 2X8 rcRT, E D3z 8 O,C. TO �TFAC�4� AMING SPACED Q Q TO TOP OF BOORD U (L (L 31RD. TRU55 IN 1 2X8 P.T. SOLE PLATE t OdX3" _ I'D x COMMON(j) 1/2"¢ ANCHOR BOLT W1 2" ROOF DECKING (2) 10d lo) END x ODP. SIDE �, a Ii WASHERa)32" O.G. PRE ENG. UJD. S OF BLOCKINGCfSSOR A—L�I # 5 REBAR IN POURED TRU55-P5a)24" O.G. 1. 2) 10d /@ NAILS a 12" O.C. (2)2x4's (2)2x6'5 (2)2x8'5 KNOCK OUT ATTACH xo( B 2X 5UILT-IIF STIED �I IIS (2) 10d / NAILS ,) EA. W14-12dNAILoS� OCING .0 COI UMN DEETAILS G-� END OF BLOCKING �_ O 1/Io" OSB. SHEATHING 1112 "=1'-0° ®3 THRU BOTTOM CHORD DETER 2X4 VERT. @ 24" O.C. BOTTOM CHORD OF TRUSS 2X8 PLATE G_2 (4) 10d NAILS @ EA, BLOCKING TO PLATE— FOR FLASHING R`a" 2Xo P,T. 50LE PLATE T 2X8 CRIPPLES D3 Al 106 NAILS 1i2"0 ANCHOR BOLT UJ/ 2" 2X4 BLOCKING %o 24" O.C, 4" O.G, �1 WASHER %o 32" O.C. C2) 2X/o HDR. -UP TO o'0 (2) 2X8 HDR. -FROM o'1 TO 10' 2X8 P.T. SOLE PLATE ONG. FILLED LINTEL 5LK. UJ/ I #E, RE3AR u 45 A. 51DE OE 7/V` OSB, SHEATHING 2x8 VERT. 24" o.c. _ 2 G A E3 L E E coNc. BLocK WALL 2X8'5 � 24" O.C. °� (4) 10d TOE NAILED D3 O . FLAT BOTTOM GABLE END 2X8 SOLE PL T.-�, --------_� \ ° I 2X8 P.T. SOLE PLATE 2X4 LOOKOUT 24" O r ROOF DECKING ` 2X8 FULL- rl ;, . TYPICAL OVERHANG 2X4 BRACING @ 24" O C, C 12" MAX. ) -°,� ,I1 10d NAI 4" O.C. LENGTH NGTH 5TUDS a Ii------ C,AE3I ' ENE) -15 = _ _ _ _ - _ ----- - _ J G-� 2X8 HEADER - - - - - - - - 3 PRE ENG. IUD. 5 1550 BOTTOM CHORD OF TRUSS DOUBLE DOOR SINGLE DOOR WINDOW 1/9'0 ANCHOR SSFS 2) 10c E FOR MULTIPLE WINDOWS AND 30L T5 UJ/ 2" I WASHER @ 32" O.G. G_2 2X8 PLATE D3 12" MAX . RAMING DOORS USE 2 T PCO 5 PER AT THE HEAD AND 4 2X8 CRIPPLES 2X4 X -BRACING 8DIAD ST FOU�(4) 4�A (2) 2X& HDR. -UP TO &'0 � 8' O.C, TOt-TO -. MING R-4MING SPAT MAILED TAPCONS AT THE JAMB. n BLOCKING SHEATHING 2x8 r1DR. -FROM i � TO 10 3RD. TRUSS IN TOP OF BOTTOM RD BUCK ATTACHMENT DATA GLASS OPENING U SET NOR. BEHIND TRU55 SE CHORD IF NEGCE55ARY 5U(--<5 SHALL BE Ix4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT �I B G,4 51 5FIND 5T18 � EA. SIDE � --- (2) 10d � END ATTACH CROSS BRACING DOORS IN POF, CS INE OSPRUCE" AT WINDOWS ATTACH 5U( --<e, TO OF BLOCKING W1 4-12dNAILS 3" O.G. BLOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO TAPCONS SHOl1JN. AT DOORS OR FIN WINDOWS IN BLOCK, 2X8'5 24" O.G.- "-----' \ � 2X4 BLOCKING- PARALLEL L F � ENTER INE OF RIDGE LIN -\ ADDITIONAL 2x4 BLOCKING 2X8 SOLE PLT. UJ/ EACH 2X8 VERT. ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8" O.C. r IU/ 2-12d NAILS EA. SIDv 2X8 .`° ' STAGGERED IN THE FIELD. 2X8 BLOCKING- PETWEEN FULL- ---------- --- LENGTH STUDS ;. , j .. °." ;° . ,' . - REFER TO EACH 2X8 VERT. USE MIN" 21%" T -NAIL s w/ lx BUCK. USE MIN" 1/4" x 3" TAPCONS '•° � <-----,I---------- DETAIL A/D3 10d NAILS 12" O.C. Lu/<-� 2x BUCK. START ALL END TAPCONS WITHIN �" OF PRE -ENGINEER ROOF2X8 �--- HEADER ' FOR FLASHING REQ. , r -1/Io 055. SHEATHING CORNERS AND 30" ON CENTER MAXIMUM" TRUSS TOP CHORD I III STUDS ° ' I I • : - 2X8 VERT. � 24" O.C. 1/2`v ANCHOR NOTE a 3OLT5 UJ/ 2" ff I (4) 10d TOP NAILED IN CASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: UJASHER 32" O.C. i 10d NAILS - 2X8 P.T, SOLE PLATE ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING4" 1= D � T,41 L O.G.E�T 1/4" x 4" TAPCON5 AT 3" FROM END AND 12" O.C. IN CB GLASS OPENING GONG. FILLED LINTEL BLK. THE CENTER. ATTACH TOP FRAMING TO HEADER USING i/4" X 13/4"CiF DETAIL D3 N.T.S. 'IAA BLOCKING $ S�� HIND � IN lU/ I5 REBAR TAPCONS UJ/ (1) �" F1ROM END TO END AND 12" O.G. IN THE_ `--� � D3 G_2 I� LONG. BLOCK WALL CENTER" N.T.S. D3 SCISSOR GABLE END N REVIWNS BY Q� U 1 12 -OS -12 DAL U71 91 0 rn N EL N o� 0 `�Ejz Lo p^ Jwd 2 N O z .F Q N Q) co �rNi I 3 C Z M N (-N LL O Q)xx ��5 c a� -c Q) pZg � s < W Lr) rn� New 6� �o o 19 Jz: V �0 U•5 Q uu o� 0 0 z w no N z LiulN o DO } � o0 0� �o o� o� �o Q N : �0 no L L TO �Q) �n Q)s- Q N � 0 Q Q z 0� T� Q a W 0 6 6 m DATE I0-01-05 �s u SCALE AS NOTED O Q Q DRAWN MNF JOE3 s SHEET L DDS 0 O OF SHEETS _ v 4 T 38 ui = 0 L m 4 4 Z Z Lam! 1 O 30 I _g D4Ir (3)05 REBARS Q 3/4" RECESS IS �I1Z FOR OUT -SING. Q 0 E DRS. ONLY --------------- _ �F M 0 I' w 3�4" RECESS 15 q FOR OUT -SW(.. } DR5, ONLY ui 31 D4_ 1'-8" C3i#5 REBARS g RECESS FOR -PRE SL (-L.DR. FRE ENG. GABLE END TRUSS 1. 2X4 X -BRACING a) V-0" O.C. TO 3RD. TRUS IN O 111 O (V 4 10dNAILS /@4"O.C. } LLI lil 32 1.-�" C3)#5 REBARS cn, EXP. JOINT —� 3 ro 31 D4 5x5x1" L -FLASHING UJ/ 2" OVERLAP AT EA. PIECE 31 �r 4 T 38 (Y- k _q = 0 L m 4 X Z Z Lam! 1 C 12" MAX, ) - ' Q UL O w Q 0 E uu ULUL W z z _ �F M 0 Q 31 LEXT. WALL 7 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STS FL ASkING ED EE TAIL N.T.S. �r 4 T 38 FOR ROOF TYPE,- = co c, X FLOOR PLAN & EL EV. FOR C 12" MAX, ) - CV co UL . w Q 0 E uu ULUL 24" C3)#5 z z _ KEBABS M 0 Q cc m � � u 3�4" RECESS 15 q FOR OUT -SW(.. Q < 11 DR5, ONLY ui _�. _ --� z 1 4 LEXT. WALL 7 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STS FL ASkING ED EE TAIL N.T.S. (3)#5 REBARS 33-a 1-3 LVARIE5 X REBARS D4 I'-8" lAl 121 BARS Ezi RECESS SLAB FOR DOOR - - - r•�• i (L I F- I _ I � - I I I I I REBAR5 w (3)#5 x L'- - - ' - RF BARS w i a, F.F_I`- - #3 TIE BARS 4" 12" O.G. ,_- VARI E5 #3 TIE BARS 12 " O.C. 'I, zq uu • • N C3) #5 42 1. 8.. 4.. REBARS �r Y_ T 38 FOR ROOF TYPE,- = co ALUM. WINDOW (REFER TO D 4 FLOOR PLAN & EL EV. FOR C 12" MAX, ) - CV MARBLE STOOL C3)#5 REBARS 1'-8" 4" w R-11 INSUL . uu ULUL 2X4 STUDS 1@ l o " 0C-. 9" RECESS SLAB CONSTRUCTION FOR DOORz Q cc m BLOCK WALL WOOD BASE q GROSS BRACING V MAX' ui .� 7 A 4 -PRE ------ FRE ENG. GABLE END TRUSS (3)#5 REBARS 33-a 1-3 LVARIE5 X REBARS D4 I'-8" lAl 121 BARS Ezi RECESS SLAB FOR DOOR - - - r•�• i (L I F- I _ I � - I I I I I REBAR5 w (3)#5 x L'- - - ' - RF BARS w i a, F.F_I`- - #3 TIE BARS 4" 12" O.G. ,_- VARI E5 #3 TIE BARS 12 " O.C. 'I, zq uu • • N C3) #5 42 1. 8.. 4.. REBARS DBL. 2X4 TOP PLATE 2X4 BALLOON FRAMING lo" OC' ALT, TRUSS [:) Imo. PREMANUFACTURED INSULATION BAFFLF BETWEEN EA. TRUSS HIO EA. TRU55 I I I I SP4 o OR a > 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL I/D5 8d NAILS 3 O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING �@ EA. HURRICANE STRAP GABLE END FLOOR TRUSS W/� HETAIo W/ (10) 10d X I Y2" NAILS ,� 32" O.G. REFER TO DETAIL A/D3 FOR FLASHING REQ_ 2X4 BOT. PLT. W1 (2) 1 12d NAILS � 12" O.C. I ad NAILS 3" O.C, WALL Imo" PRE -ENG. SHEATH. TO EACH TRUSS FLOOR TRUSS 2X CONT. RIBBON TOP 4 BOTTOM W/ (2) 10d NAILS TO EA, TRU5� SIMPSON HETAI(o W1 (10) 10d X 1 1/2" NAILS EACH TRUSS REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, J015T FDIfR, GRADE c0 3/4"= I'-0" - BOTTOM OF FTG 12" MIN BELOUJ GRADE (TYP) ROOF DECKING 2X4 BRACING 24" O.C. 10d NAILS 4" O.C. PRE ENG. WD.S �SS0 TRUSSES �D 24" O. )10d�EA 2X4 HRA- FRAMING FIRST FOUR (4) RAM ' 5P 5- NAILED T OF OTTCHORD -(2) 10d EA, BOTTOM CHORD I/z " SAG RESISTANT OR %` GYP. BOARD PLACED PERP. TO CLG. FRAM INC. ATTACH CROSS BRACING l.U/ 4-12dNAILS 3" O.G. 1/2 " GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE I1/2" SAG RESISTANT OR YP. BOARD PLACED PERP. TO CLG, u FRAMING z SEE DETAIL A/D2 (2) 2X HEADER 2X4 LOOKOU.P 'a 24" O,C. (2X8) SPAN UP TO o' FOR ROOF TYPE,- - -Tl PIGAI� OVEt�HANG ALUM. WINDOW (REFER TO DECK TYPE, FLOOR PLAN & EL EV. FOR C 12" MAX, ) DESIGNATIONS) FASCIA TYPE AND MARBLE STOOL <1 OVERHANG R-11 INSUL . IL 2X4 STUDS 1@ l o " 0C-. 0 CONSTRUCTION O (2) 12d NAILS @ 12" O.G. BLOCK WALL WOOD BASE ATTACH GROSS BRACING m MAX' w W/ 4-126NAILS 3" O.G. A 1/l0'' OSB. SHEATHING ----= ---------- -PRE ------ FRE ENG. GABLE END TRUSS 1. 2X4 X -BRACING a) V-0" O.C. TO 3RD. TRUS IN O (2) 10d v� END OF BLOCKING O STla 0 32" O.C. i�L 10dNAILS /@4"O.C. :�� - DBL. 2X4 TOP PLATE 2X4 BALLOON FRAMING lo" OC' ALT, TRUSS [:) Imo. PREMANUFACTURED INSULATION BAFFLF BETWEEN EA. TRUSS HIO EA. TRU55 I I I I SP4 o OR a > 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL I/D5 8d NAILS 3 O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING �@ EA. HURRICANE STRAP GABLE END FLOOR TRUSS W/� HETAIo W/ (10) 10d X I Y2" NAILS ,� 32" O.G. REFER TO DETAIL A/D3 FOR FLASHING REQ_ 2X4 BOT. PLT. W1 (2) 1 12d NAILS � 12" O.C. I ad NAILS 3" O.C, WALL Imo" PRE -ENG. SHEATH. TO EACH TRUSS FLOOR TRUSS 2X CONT. RIBBON TOP 4 BOTTOM W/ (2) 10d NAILS TO EA, TRU5� SIMPSON HETAI(o W1 (10) 10d X 1 1/2" NAILS EACH TRUSS REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, J015T FDIfR, GRADE c0 3/4"= I'-0" - BOTTOM OF FTG 12" MIN BELOUJ GRADE (TYP) ROOF DECKING 2X4 BRACING 24" O.C. 10d NAILS 4" O.C. PRE ENG. WD.S �SS0 TRUSSES �D 24" O. )10d�EA 2X4 HRA- FRAMING FIRST FOUR (4) RAM ' 5P 5- NAILED T OF OTTCHORD -(2) 10d EA, BOTTOM CHORD I/z " SAG RESISTANT OR %` GYP. BOARD PLACED PERP. TO CLG. FRAM INC. ATTACH CROSS BRACING l.U/ 4-12dNAILS 3" O.G. 1/2 " GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE I1/2" SAG RESISTANT OR YP. BOARD PLACED PERP. TO CLG, u FRAMING z 1Q" PRE -ENG. FLOOR TRU55 SYSTEM I1/2" SAG RESISTANT OR E�/a" GYP. BOARD PLACED PERP. TO GLC., FRAM ING 8X8 CONC. LINTEL BLOCK REINFORCED WlGONG. 4 (1) #5 REBAR CONTINUOUS I #5,P DOWEL @ 5PECIFIED LOCATIONS - -\JIL (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING TI f=l WALI 5ECTION 3/4"= I'-0" PRFMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS H10 EA. TRUSS SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, FASCIA TYPE AND OVERHANG CONSTRUCTION ----------- ---- I I � I (2) 2X HEADER 0 (2X8) SPAN UP TO o' I I � I (2X12) SPAN &' TO 12' Q > ALUM. WINDOW (REFER TO Lu _j FLOOR PLAN & EL EV. FOR \ DESIGNATIONS) BLOCK APPLICATION MARBLE STOOL <1 R-11 INSUL . IL 2X4 STUDS 1@ l o " 0C-. 0 2X4 BOT. PLT. W1 O (2) 12d NAILS @ 12" O.G. BLOCK WALL WOOD BASE w m FIN15H FLOOR w 1Q" PRE -ENG. FLOOR TRU55 SYSTEM I1/2" SAG RESISTANT OR E�/a" GYP. BOARD PLACED PERP. TO GLC., FRAM ING 8X8 CONC. LINTEL BLOCK REINFORCED WlGONG. 4 (1) #5 REBAR CONTINUOUS I #5,P DOWEL @ 5PECIFIED LOCATIONS - -\JIL (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING TI f=l WALI 5ECTION 3/4"= I'-0" PRFMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS H10 EA. TRUSS SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, FASCIA TYPE AND OVERHANG CONSTRUCTION ----------- ---- I I � I I I � I I I I � I �I i I I f ---- WASH ON ALL CONCRETE 5PH4 EA. STUD 7/a" TEXTURED CEMENT FINISH OVER METAL LATH OVER 055. SHEATHING & WEATHER RESISTANT MEMBRANE HOUSE WRAP OR HORIZ. LAP SIDING OVER 1/l0" OSB. SHEATHING NAILING- PERIMETER- o" O.C. INTERIOR- 12" O.G. UNLESS NOTED OTHERWISE ANCHOR BOLT W1 2" WASHER ,@ 24" O.G. 2X4 P.T. SOLE PLATE ad NAILS 'a Q" O.G. REFER TO DETAIL A/D3 FOR FLASHING REQ, 8X8 GONG. LINTEL BLOCK- SEE FLOOR PLAN FOR REINFORCEMENT 30" MIN LA PRG -ENG. WD.TRUSSES 24" O.C. INSULATION SEF FLOOR PLAN FOR TYPE 1/2" 5AG RESISTANT OR Sia" GYP, BOARD PLACED PERP, TO CLG. FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.G. I�z ° GYP. BD. 2X4 1/0" O.G. 2X4 24" O,C. R -II BATT INSULATION SPH4 EA. 2X4 VERT. 1/2" GYP. BD. ON I "X2 " P.T. FURRING W/R-3 RIGID INSULATION 1 #5v REBAR IN FILLED CELL - SEF FOUNDATION PLAN FOR LOCATION WOOD BASE FIN15H FLOOR ` T GRADE c0 �' BOTTOM OF I #5,P DOWEL SPECIFIED FTG 12" MIN LOCATIONS BELOW (SEE FOUNDATION PLAN) GRADE-------- --- (TYP) ALT. MONOLITHIC FOOTING TSF, UJALL SECTION 0 Sia" TEXTURED CEMENT Q WASH ON ALL CONCRETE \ z BLOCK APPLICATION 0 Q } aX8X1% CONC. -! BLOCK WALL lU _ Z A [L O O LLI lil cn, PRG -ENG. WD.TRUSSES 24" O.C. INSULATION SEF FLOOR PLAN FOR TYPE 1/2" 5AG RESISTANT OR Sia" GYP, BOARD PLACED PERP, TO CLG. FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.G. I�z ° GYP. BD. 2X4 1/0" O.G. 2X4 24" O,C. R -II BATT INSULATION SPH4 EA. 2X4 VERT. 1/2" GYP. BD. ON I "X2 " P.T. FURRING W/R-3 RIGID INSULATION 1 #5v REBAR IN FILLED CELL - SEF FOUNDATION PLAN FOR LOCATION WOOD BASE FIN15H FLOOR ` T GRADE c0 �' BOTTOM OF I #5,P DOWEL SPECIFIED FTG 12" MIN LOCATIONS BELOW (SEE FOUNDATION PLAN) GRADE-------- --- (TYP) ALT. MONOLITHIC FOOTING TSF, UJALL SECTION 0 NOTE: 1/2" PLYWOOD OR 1/16" 0.5,5. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REO'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. I'-0" W/O FREAK AE3V. 2nd FLOOR BOTTOM PLT. TO T.O.M. NAILING SCI�EDUL = (2)ROW5 , 3" O.G. AT TOP AND (I)ROW AT BOTTOM OF WALL, o" O.G. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL SE PLACED AT ALL SHEATHING JOINTS. DPL. TOP PLT. BEYOND WALL SHEATHING SPLICE NAIL INC PATTERN PER NAILING SCHEDULE. . . . .. . . .. . . .. . . • • • • • • • • • • • • • • • BOT. PT. PLT. BEYOND " .I. WALL A 5k4EATHINGT EELEV. 5ALLOON pRAMING N.T.S DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE R_l NAILING PATTERN PER NAILING; SCHEDULE. z . . . . . . ... .... . . . ... .. .T . . . . . . . . ... . . . . ... . O .. . . . • • • • . .. . O* FLOOR SYSTEM — — -7-T-7-7-8 I T .• . . .. • • • • . . .. BEYOND, . — T7. .. . .. • • • • . . .. 1 — . . . • • • • . . . — 8 CMU WALL T I Z m N T OSHEATHINCq FLEV. 2 = STORY 1 RAM I NCi N.T.S. JOIN NAIL INC SCHED STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATW15E (2) Ied NAILS EACH END SHE THING E5! OC<ING(�) N.T.s �@HO�IZONTAL JOINT SPEATPINC UFLTT E)TAILS O - O DC O m `- 1 rn =zF_gLoww^ F-- W w 8 co I Z m N T LL (^}� 0zS c s ¢ww)8E O rd o 1,3 d- 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. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUAI TION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR 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 OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT. 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. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. 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 PUT INTO WINDOW SILL AREA OF ANY WINDOW. WINDOW f=LA5HINr_:,t IDTAIL CABINET MATCH C 15'X18' C� I" METAL OF METAI METAL L CHUTE 3,4 PI YWI I" FLANGE WD. TRIM AUNDRY CHAT [D`TAII 1/2"= I' -O" (11X1 -f) 1"= I'-0" (22"X34") Lo LJ REVISIONS BY 04-13-12 DC ^! �cq m `- 1 rn =zF_gLoww^ F-- W w 8 co I Z m N T LL (^}� 0zS c s ¢ww)8E Lu rd o T Z pQ W on R�Rn Q w 0 no lurv) < 0Q Q w v L ou DATE 10-01-05 SCALE AS NOTED DRAIUN D355 JOa SHEET TT OF SHEETS