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HomeMy WebLinkAbout2605 Iroquois Ave (a) (2)pw CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /a - h�Z--- Documented Construction Value: $ = Y Job Address: 96o.!r Xaytyeouo�mj Xyxt4t,,z Historic District: Yes ❑ No " Parcel ID: to/ g e jd .s -Gel /,'o v _o2. Coo Zoning: t' er'si-00z„rr;A / Description of Work: Plan Review Contact Person: Phone: Title: Fax: '`10-7 2(oP 66-65— E-mail: 11V& 1S0Q 40 Property Owner Information AVO 0 -Y/.q - C "-" Name 4'er o /t/&- /.-o n/ Street: '9 4�1,R 0 5 S d" I' Alol v City, State Zip: ���/ �. "� 3z7'3"0 Phone: 1Veoy%,;iL o - 1&&o Resident of property? : Contractor Information Name /a�1sraA�s�-�t �r�//e� r�ss®t,% res, lnre Phone: (j e, 12 -.r" l! Street: o?6 S s - /Jol?rf/ 6egAs w ill._ i .2v -v- Fax: �X&.,) City, State Zip: .!51A;4i5'e 14.vo. ,IL ly_/03' State License No.: ee c! (, /% / / Architect/Engineer Information e�P,3 oto / 08"0 Name: Street: 10o Box V/s-,ze'o City, St, Zip: ,Z 4,Vd"W,oe9' 0 , 04 92,Gd Bonding Company: �! Address: Building Permit 0'_ Phone: &0,0)6,9P _Alej y-. Fax: 6�0?')l099a-ja3// E-mail: Mortgage Lender: A11,4 Address: PERMIT INFORMATION Square Footage: : 0 Construction Type: A -s . No. of Stories: No. of Dwelling Units: Q Flood Zone: WIA Electrical 2"'_ Plumbing ❑ New Service - No. of AMPS: aO e) New Construction - No. of Fixtures: , 1 Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: zw DATE: SCOPE OF WORK CONSTRUCT PROPOSED S/F CONC. STRUCTURE. SQ. FT. CALC.'S LIVING GARAGE ENTRY LANAI 1786 444 42 88 SQ. SQ. SO. SQ. FT. FT. rr-T. fr-- T. TOTAL 2300 SQ. FT. c c 24"X24"X'1 2 COl` W/3—#5 BARS (ON CHAIR MIN. 3" COVE (2 TYP.) 40'-0" 12'-8" 12'-8" 14'-8" WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO — '19.9 PSF WINDOW PRESSURE _ + 23.6 TO — 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO — 28.1 PSF FOU U D AT ON PLAN MAK U b [U IU ELEC. OUTLET PER ELEC. CODE -1 2" (N I WDBL. ',--TOP OA PLATE w J 4 o N O I 1 Q (� ry w UI .0 O CAB SECTION N I In THIS SECTIO 2'-10" P OTUB -6 3/4" DETAIL DETAIL 03 DETAIL DENOTES #5 BAR INS FILLED CELL Q 8'-0" O.C. MAX CORNERS, JAMBS & ENDS OF WALLS. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING C❑NSTRUCTI❑N, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD, co 00 I 1n L N 40'-0" 12'-8" 12'-8" 14'-8" 5'-2" INTERIOR DOOR OPENING SIZE R. 0, WIDTH R. 0. HEIGHT 1668 20" 82 1/2" EXTERIOR DOOR OPENING 1868 22" 82 1/2" SIZE R. 0, I. S. 0. S. 2068 26" 82 1/2" 2068 28" 83" 82" 2468 30" 82 1/2" 2468 32" 83" 82" 2668 32" 82 1/211 2668 34" 83" 82" 2868 34" 82 1/2" 2868 36" 83" 82" 3068 38" 82 1 /2" 3068 40" 83" 82" 4068 50 1/2" 82 1/2" 5068 66" 83" 82" 5068 62 1/2" 82 1/2" 5468 70" 83" 82" 5468 66 1/2" 82 1/2" 6068 78" 83" 82" 6068 74 1/2" 82 1/2" ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING C❑NSTRUCTI❑N, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD, co 00 I 1n L N 40'-0" 12'-8" 12'-8" 14'-8" 5'-2" 7'-6" II WINDOW SIZE AND TYPE v 0 H.B. L- °p I Z Q � I N 16'-0"x 7'-0" GARAGE DR, 25 -SH S W S 1 R-1 SH = I ------ v� o� QI I I i� 1 LEDGE„ @9 -0 ■ m ®®®- 4 19.5/ -21.3 23.1/ -25.3 2 EGRESS I A.F. F. 10 2 -10"0 19.5/ -21.3 23.1/ -25.3 N LANAI 6 3/4" 5 SUITE #3d 0 12'-8"X7'-0" vi I Icon - 0 Cp NAI 11 -2 X10 -O>, ® I 10'-8" CLG. o w VAULT, CLG. o I 10 11 �-g,) I 8 Lo Li 8'-10" 3'-10" 10'-4" 2'-4" 33 35 -SH 53 7/8"x63" d I 20.2/ -22.0 24.0/ -26.3 F 6 `n w N SUITE #2 ;' 8068 S.G.D. II 1 s 21.8/ -23.6 25.9/ -28.1 -------- 17 11 -4 X9'- 9 0 NOOK x _ 2x6 8 46 8068 S.G.D. 97 3/4"x81 " ® VAULT CLG, 10'-4" '-0' 19.7/ -24.9 23.4/ -29.7 S'. 3 - - - -i- COPT 8'-0"x2'-0" 96"x24" 5 N 9 0 5068 S.G.D. OPTS L. I 1 1 I 5 20.2/ -26.1 24.1/ -31.1 10 `'- 12 24 -_SH , 0 xp �-4" I �I 19 6-0r__) 1 QI BF,O LEDGE 8'-6" 3'-2" 3'-0' OWN ER' SUITE 13'-2"X13'-6" VAULT. CLG, _ 4 V) @42"A.F.F.--------- �°' 11`0 1R-1Ski �6 �✓ N FAMILY ROOM ARCH_ A TI I 13'-1"X15'-0"�b `n 10'-8" CLG. 1-01R-1SH� -1"�,IIB ------ o6 �'�0' 11'-8" �, 1'-8' �vj 3 -0 3`-8 -8' o 0 N� czn N 12" D.B. N O �I W.I. �Z _ I 0 00 1 4 In 00 I I � 0 0 q - I BLOCK 11CQLUMN ELEVOATIBN "A" BLOCK COLUMN TO 9'-0" ELEVATION "B" 0 yp \ \ I �y\ \ N \ 1 DINING ROOM 11'-0"X13'-2" O� VAULT. CLG. 0 I N 16'-6" FOYER Q00 O !4'- 5 3'- 1 ul � ENTRY S ARCH 0 I ,, �. KITCHEN 12'-3"X13'-0" VAULT. CLG. 19 - - �i � W/H RANGE S . T. Sy (o- REF. N - 0 o -- --- A+C A C PLATFORM \ I / p \�/ 30 A.F.F. yc 6" 10o-8" 2'-10" 2'-10" 11'-2" 6'-8" r22 "x54" U, I ATTIC L ACCESS - j LIVING ROOM 12'-8"X11'-0" 0 VAULT. CLG. iI r, -4 6'-2" 6'-5" 7,-6,. 11'-6" 0 1 0 N 2 -CAR GARAGE 20'-4"X20'-2" 8'-0" CLG. CALL # II WINDOW SIZE AND TYPE v 0 PLANT L- °p I Z Q � I 112 16'-0"x 7'-0" GARAGE DR, TOTAL 00 1 R-1 SH = I ------ v� o� QI I I i� 1 LEDGE„ @9 -0 HR 1S 74 7/8"x103" 4 19.5/ -21.3 23.1/ -25.3 2 54 I A.F. F. 10 2 -10"0 19.5/ -21.3 23.1/ -25.3 N 32 Nm 3/4" 5 Nm 1'-2» 5' 4.. 24/ -31 - 0 Cp NAI c\1 (YJ _ 6,-6„ 2,_4„ -6" V) 111 11 �-g,) I 5 -SH 25 (2) 2650 -SH 62"x74" 4 20.0/ -22.4 24.5/ -26.7 5 33 35 -SH 53 7/8"x63" d I 20.2/ -22.0 24.0/ -26.3 F 6 `n w N SUITE #2 ;' Lo BREAKFAST' II 1 s 21.8/ -23.6 25.9/ -28.1 I 17 11 -4 X9'- 9 0 NOOK x _ 2x6 8 46 8068 S.G.D. 97 3/4"x81 " ® VAULT CLG, 10'-4" '-0' 19.7/ -24.9 23.4/ -29.7 S'. 3 - - - -i- COPT 8'-0"x2'-0" 96"x24" 5 N 9 33 5068 S.G.D. OPTS L. I 1 1 I 5 20.2/ -26.1 24.1/ -31.1 10 `'- 12 24 -_SH , 7 1/4,'x511 /2" xp �-4" 112,) WALL L W _JL -� -i 11 19 34 -SH �- 4 20.9/ -22.7 24.8/ -27.0 A.F.F. L A U N D R I WIND DESIGN CRITERIA A) BASIC WIND SPEED MPH (M/S)= 110-120 B) INTERNAL PRESSURE CO-ErrICENT=+ .18 C) BUILDING CATAGORY=B, USE. FACTOR 1.0 / O _ � In 00 I I � 0 0 q - I BLOCK 11CQLUMN ELEVOATIBN "A" BLOCK COLUMN TO 9'-0" ELEVATION "B" 0 yp \ \ I �y\ \ N \ 1 DINING ROOM 11'-0"X13'-2" O� VAULT. CLG. 0 I N 16'-6" FOYER Q00 O !4'- 5 3'- 1 ul � ENTRY S ARCH 0 I ,, �. KITCHEN 12'-3"X13'-0" VAULT. CLG. 19 - - �i � W/H RANGE S . T. Sy (o- REF. N - 0 o -- --- A+C A C PLATFORM \ I / p \�/ 30 A.F.F. yc 6" 10o-8" 2'-10" 2'-10" 11'-2" 6'-8" r22 "x54" U, I ATTIC L ACCESS - j LIVING ROOM 12'-8"X11'-0" 0 VAULT. CLG. iI r, -4 6'-2" 6'-5" 7,-6,. 11'-6" 0 1 0 N 2 -CAR GARAGE 20'-4"X20'-2" 8'-0" CLG. 5'-1"_/2'-6" 1 71 40'-0" FLOOR PLAN 1/4"=1'-0" 0 N c_a- n� I �11 11 1 o i co i� COND.� 16'-0" 2'-6" WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 21'-0" WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TOIlk - 19.9 PSF WINDOW PRESSURE _ + 23,6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25,9 TO - 28.1 PSF COMPONENT AND CLADDING '►AND LOADS BASIC WIND EXPOSURE FOR 3 SECU0 GUSIS CALL # II WINDOW SIZE AND TYPE WINDOW ROUGH OPENING _-1- ZCNF - 5'-1"_/2'-6" 1 71 40'-0" FLOOR PLAN 1/4"=1'-0" 0 N c_a- n� I �11 11 1 o i co i� COND.� 16'-0" 2'-6" WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 21'-0" WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TOIlk - 19.9 PSF WINDOW PRESSURE _ + 23,6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25,9 TO - 28.1 PSF COMPONENT AND CLADDING '►AND LOADS BASIC WIND EXPOSURE FOR 3 SECU0 GUSIS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE WINDOW ROUGH OPENING _-1- ZCNF - 110 MPH 'eiINC MPH 'l 120 .�lPri ►iIND 1 112 16'-0"x 7'-0" GARAGE DR, TOTAL 2360 18.3/ -22.4 121-8/ -26.7 2 5'-0"x2'-8" 74 7/8"x103" 4 19.5/ -21.3 23.1/ -25.3 2 54 (2) 25 -SH 5'- 0 x2'- 8 4 19.5/ -21.3 23.1/ -25.3 3 32 30 86DR.S.L.54"x82 3/4" 5 20.2/ -20 24/ -31 4 25 (2) 2650 -SH 62"x74" 4 20.0/ -22.4 24.5/ -26.7 5 33 35 -SH 53 7/8"x63" 4 20.2/ -22.0 24.0/ -26.3 F 6 7 22 -SH 37 3/4"x26" 4 21.8/ -23.6 25.9/ -28.1 7 17 25 -SH 37 3/4"x63" 5 21.1/ -28.0 25.0/ -33.1 8 46 8068 S.G.D. 97 3/4"x81 " 5 19.7/ -24.9 23.4/ -29.7 ' 11 8'-0"x2'-0" 96"x24" 5 21.6/ -28.9 25.8/ -34.5 9 33 5068 S.G.D. 5 20.2/ -26.1 24.1/ -31.1 10 `'- 12 24 -_SH , 7 1/4,'x511 /2" 4 `21.6/` =23:4 25.a/ -28.0 11 19 34 -SH 3 7/8"x50 5/8 4 20.9/ -22.7 24.8/ -27.0 WIND DESIGN CRITERIA A) BASIC WIND SPEED MPH (M/S)= 110-120 B) INTERNAL PRESSURE CO-ErrICENT=+ .18 C) BUILDING CATAGORY=B, USE. FACTOR 1.0 PLUMBING SIZE NOTES: ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE, SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT, 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A .WASHER WILL NEVER DRAIN PAST ANOTHER TUB/Oft SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT, BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-0" BRG. 10'-0" BRG. 10'-8" BRG. LOAD BRG. WALL SQ. FT. CATC.'s LIVING GARAGE ENTRY LANAI 1786 444 42 88 SQ. FT. SQ. `rr- T. SQ. F T. SQ. T' T. ,% TOTAL 2360 SQ. F T. POST NOTE: (2) 2x4 #2 S.Y.P. = U4 W/ 12d 6"-8" 0. C. MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" CONNECTOR SCHEDULE 4'-11 1/2' SIMPSON "AND UP NUMBER OF HEADER STUDS 1) REFER TO FNB 91 (RECOMMENDATIONS FOR CLEAR SPAN DBL DBL DBL DBL SUPPORTING END OF HEADER UPLIFT FASTNER 3 NUMBER OF FULL LENGHT STUDS META -16 1205 9-10dxl 1/2 1—PLY, 6-16d 2—PLY 3 SLIGHTLY FOR 2ND STORY PLUMBING 1985 16-10dx1 1/2 1—PLY W TH THE TOP BEING UP. (2) META -16 2410 12-16d 2—PLY FirstSource HETA-16 San or d, FI ori da 32773 1515 11-10dxl 1/2 1—PLY, 7-16d 2—PLY �:::J O O7�cn0 HETA-20 1515 11-10dxl 1/2 1—PLY, 7-16d 2—PLY <<L`�¢� U T03 CDw (nw 2035 16-10dx1 1/2 1—PLY (2) HETA-20 [LoQ¢Qo-zC 2500 14-16d 2—PLY MGT 3965 (1) 5/8 ANCHOR BOLT TO CONCRETE, (22) 10d TO WOOD T03 MTS -12 z 000 14-10dx1 1/2 HTS -20 T03 450 rl 24-10dx1 1/2 LSTA-18 103 265 BEAM TO POST (14) 10d T MSTA-24 �oV) I__>Q 640 18-10d � cl � o y Q V-) MSTA-36 T03 2135 26-10d �(nwOmz > =D Q MSTI-36 SSI—QLit= a 2505 36-10dx1 1/2 LEGAL ADDRESS 2601 IROQUOISE ST. MSTI-48 MODEL 3420 48-1Odx1 1/2 DRAWN BY. ABU 44 2200 TO CON C. 5/8"X9 A.B. SET IN EPDXY, TO WOOD (12)16d ABU 66 2300 TO CONC. 5/8"X9" A.B. SET IN EPDXY, TO WOOD (12)16d HD8A 9450 TO CONC. 1-7/8"X9" A.B. SET INEPDXY TO WOOD 3-7/8"X5" THRUGH BOLTS HGT-3 I 9685 TO CONC.2-3/4"X9" A.B. SET IN EPDXY, TO WOOD 8-10d -------------- -------------- HGT-2 8665 TO CONC. 2-3/4"x9" A.B. SET IN EPDXY, TO WOOD 8-10d MTT-28-8 4455 TO CONC. 1-5/8" OR 3/4"X9" A.B. SET IN EPDXY, TO WOOD (24)-16d LTTI-31 2310 TO CONC, 1-5/8" OR 3/4"X9" A.B. SET IN EPDXY, TO WOOD (18)-10d x 1 1 HTT-22 5260 TO CONC, 1-5/8" OR 3/4"X9" A.B. SET IN EPDXY, TO WOOD (32)-16d SINKE LTT19 1350 TO CONC. 1-3/4" OR 3/4"X9" A.B. SET IN EPDXY, TO WOOD (8)-16d SINKER MBHA 3.56/11.25 3475 TO BLK. (2) ATR -3/4x8" TO WOOD 18-10d HUSC 412 1810 TO BLK. 6-3/16"X2-1/4" TAPCONS (3—PER FLANGE), TO WOOD 10-16d H6 950 TO PLATE 8-8d, TO STUDS 8-8d \� ALL ANCHOR 5/8" x 9" BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH THREADED ROD MINIMUM 6" EMBEDMENT SET IN EPDXY ALL ANCHOR 5/8" x 9" BOLT CONNECTIONS TO BLOCK TO BE SUBSTITUTED WITH THREADED ROD MINIMUM 5" EMBEDMENT SET IN EPDXY POST NOTE: (2) 2x4 #2 S.Y.P. = U4 W/ 12d 6"-8" 0. C. MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" SINGLE STORY APPLICATION 4'-11 1/2' 7'-11 1/ "AND UP NUMBER OF HEADER STUDS 1) REFER TO FNB 91 (RECOMMENDATIONS FOR CLEAR SPAN DBL DBL DBL DBL SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS e 2 DBL DBL DBL DBL AT EACH END OF HEADER 1 3 MINIMUM WALL AND HEADER STUD REQUIREMENTS HEADER SPAM CHART NOTE: ROOF TRUSSES DBL. 2x4 FOR STUCCO STOP 2x12 2x1 /16" OSB NAIL (3) 12d © 24" O.C. TYP. 2x12 BM. BEARING HEIGHT SCHEDULE ALL WALLS SHOWN ON THIS LAYOUT AR TO BE LOAD BEARING 8, 0" 10'-0" i G) STUCCO STOP DETAIL *CONNECTORS TO BE SIMPSON U.N.O. *TRUSS TO BLK META -16 W/ (9) 10dX1— *TRUSS TO WOOD MTS -12 W/ (14) 10dX1 *HANGERS SUPPLIED AND ENGINEERED BY ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATI❑NS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. SECURE 2x8 TO BOTTOM TRUSS W/ TO 8" O � C 2x12 BM, 1USC-412 (DENTRY DETAIL 1/2" U. N, -1/2 " U.N.O. TRUSS CO. IN a M" PLUMB CUT OVERHANG HEEL HEIGHT = 20 STD. U SINGLE STORY APPLICATION I TRUSS END DETAIL SIZE 1) REFER TO FNB 91 (RECOMMENDATIONS FOR CLEAR SPAN DBL DBL DBL DBL 2X6 2X8 2X10 2X12 UP TO 5'-4" 5'-4" TO 7'-0" 7'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE e CLEAR SPAN DBL DBL DBL DBL 2X6 2X8 2X10 2X12 UP TO 5-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER NOTE: ROOF TRUSSES DBL. 2x4 FOR STUCCO STOP 2x12 2x1 /16" OSB NAIL (3) 12d © 24" O.C. TYP. 2x12 BM. BEARING HEIGHT SCHEDULE ALL WALLS SHOWN ON THIS LAYOUT AR TO BE LOAD BEARING 8, 0" 10'-0" i G) STUCCO STOP DETAIL *CONNECTORS TO BE SIMPSON U.N.O. *TRUSS TO BLK META -16 W/ (9) 10dX1— *TRUSS TO WOOD MTS -12 W/ (14) 10dX1 *HANGERS SUPPLIED AND ENGINEERED BY ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATI❑NS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. SECURE 2x8 TO BOTTOM TRUSS W/ TO 8" O � C 2x12 BM, 1USC-412 (DENTRY DETAIL 1/2" U. N, -1/2 " U.N.O. TRUSS CO. IN a M" IIS IIL TRUSS PLAN ROOF LIVE LOAD = 20PSF 1/4°-1'-0" WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23,6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 20 STD. U TOP = 2IN. x4 M 6 12 I TRUSS END DETAIL NOTES : 1) REFER TO FNB 91 (RECOMMENDATIONS FOR HANDLING; INSTALLATION AND T02 REFER TO ENGINEERED DRAW NGS FOR PERMANENT BRAG NO REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED e 0 BRACING REQUIREMENTS T02 FRAMED BY BUILDER 4) I NTERI OR LOAD BEARI NG WALLS 5) FLOOR JO STS MAY BE ADJUSTED SLIGHTLY FOR 2ND STORY PLUMBING 6) FLOOR 16' DEEP ® 24' OC UNLESS NOTED OTHERW SE. 7) SY42 TRUSSES MUST BE INSTALLED W TH THE TOP BEING UP. 8) ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS26 UNLESS NOTED OTHERW SE T02 THA422 UNLESS NOTED OTHERW SE kjBu'� FirstSource Sanfq� OT�ussA er on G r d e San or d, FI ori da 32773 (407 ) 322-0059 Fax —(407) 322-5553 1 —888-946-5637 T03 �:::J O O7�cn0 Qool-�Qo > <<L`�¢� U T03 CDw (nw (n� mc�Q=� Q w > U-) = Lei -oma= Q [LoQ¢Qo-zC 11-4-0 13-4-0 w w X � =D LLJ ¢ CD — T03 ( ) L -i m z w wove -J Of L LJ T03 C) Q � LLJ o >- O <w o 103 > J m W 0 T �oV) I__>Q T03 � cl � o y Q V-) 0 T03 ���=� �(nwOmz > =D Q SSI—QLit= a T03 I — T—Owmc_) a OUL)FR LEO NELSON LEGAL ADDRESS 2601 IROQUOISE ST. SANFOR® FL. 32771 MODEL REN 9 ON SCALE --------------------------------------- a4 DRAWN BY. JOB NO T04 � / 104 D O I -------------- -------------- I 106 ------------------------ v Tog -�� - T09 \� I TTI C I cEss TO I T09 CDCD T09 I c� ! I T13 T13 T13 T14 TiT T11 7-6-0 R � � T11 �' T11 R IIS IIL TRUSS PLAN ROOF LIVE LOAD = 20PSF 1/4°-1'-0" WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23,6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 20 STD. BOTTOM -0 MIN. TOP = 2IN. x4 M 6 12 I TRUSS END DETAIL NOTES : 1) REFER TO FNB 91 (RECOMMENDATIONS FOR HANDLING; INSTALLATION AND TEMPORARY BRAG NG) REFER TO ENGINEERED DRAW NGS FOR PERMANENT BRAG NO REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 & DETAIL A105 FOR ALTERNATE BRACING REQUIREMENTS 3) ALL VALLEYS TO BE CONVENTIONALLY FRAMED BY BUILDER 4) I NTERI OR LOAD BEARI NG WALLS 5) FLOOR JO STS MAY BE ADJUSTED SLIGHTLY FOR 2ND STORY PLUMBING 6) FLOOR 16' DEEP ® 24' OC UNLESS NOTED OTHERW SE. 7) SY42 TRUSSES MUST BE INSTALLED W TH THE TOP BEING UP. 8) ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS26 UNLESS NOTED OTHERW SE g) ALL FLOOR TRUSS HANGERS TO BE SIMPSON THA422 UNLESS NOTED OTHERW SE kjBu'� FirstSource Sanfq� OT�ussA er on G r d e San or d, FI ori da 32773 (407 ) 322-0059 Fax —(407) 322-5553 1 —888-946-5637 J �:::J O O7�cn0 Qool-�Qo > <<L`�¢� 0 CDw (nw (n� mc�Q=� Q w > U-) = Lei -oma= Q [LoQ¢Qo-zC fff o w w X � =D LLJ ¢ CD — ( ) L -i m z w wove -J Of L LJ Q=„=D C) Q � LLJ o >- O <w o > J m W 0 T �oV) I__>Q =D z (n (n = CD�< � cl � o y Q V-) 0 -A 9 I w I-_ w a, ���=� �(nwOmz > =D Q SSI—QLit= a (� I — T—Owmc_) a OUL)FR LEO NELSON LEGAL ADDRESS 2601 IROQUOISE ST. SANFOR® FL. 32771 MODEL REN 9 ON SCALE DATE DRAWN BY. JOB NO Fl E 0 1cDl 0'-0" FIN. FLR. _t 01 Y TEXTURED FINISH 6 13'-8" BRG. HT, © ENTRY RICKET 8'-0" BRG. 8'-0" BRG. 1'- FRONT ELEVATION -WEST 1/41)= 1 1— 0" le 0 V-0>> TEXTURED FINISH \ 0'-0" FIND' -0" FIN. FLR ) OFF -RIDGE VENT 8'-0" BRG. � - 1'-0 0'-0" FIN. FLR. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. '-TEXTURED FINISH 0'-0" FIN. FLR. 0'-0" FIN. FLR, OFF -RIDGE VENT REAR ELEVATION -EAST 1/4"=l ;_011 1/4"=1'-0" OFF -RIDGE VENT �I I Ln I N OFF -RIDGE VENT ,h10'-0" BRG. T@ FOYER & DINING ,h 0'-0" FIN. FLR. 8'-0" BRG. 0'-0" FIN. FLR. MAR 0 8 2010 LR. WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B"' EXT. COMPONANT AND CLADDING + 125 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF ASPHALT SHINGLES OVER #15 FELT R-30 INSULATION 7/16" OS B. 1�THPLY.\\ HURRICANE STRAPS 5/8" GYPSUM DRYWALL (SEE TRUSS PLAN OR 1/2" HIGH STRENGTH FOR CONNECTOR) CLG. BOARD CONC. FILLED LINTEL BILK. 8" CMU REINF. WITH (1)#5 ROD TEXTURED FINISH - 1X2 P.T. FURRING STRIPS R-4.2 INSULATION m 1/2" DRYWALL z WOOD BASE Lo �, 1 -1 13 � rOQ 1 TYP. WALL SECTION BLK. SINGLE STORY 2X4 PT.2X4 WD. FRAMING BTTM. PLATE 2" ABV. CONIC. 1/2"X9" ANCHOR BOLTS ° AT 3' O.C. 1 2-#5'S ON CHAIRS Li Al 0 Q m WOOD FRAME FOOTING 3 1/2" © HEAD OF GARAGE (VARIES WITH SLOPE) 1/2"X9" ANCHOR BOLTS AT 32" O.C. L a, o7�5S 20" N CHAIRS ,� OA INSIDE FTG, AT GARAGE STEP-UP o' 8" CMU FILLED CELL (TYP.) EXT. FRAME WALL TO C BLOCK WALL CONNECTION ASPHALT SHINGLES OVER #15 FELT 7/16" OSB. SHEATHING OR 1/2" PLY 2"X4" BLOCKING 2X4 SPF STIFFBACK AT FIRST FOUR BAYS ALL UPRIGHTS OVER 4'-10" ROOF TRUSSES ENG, GABLE TRUSS 24" O.C. 7/8" TEXTURED FINISH R-19 INSULATION OVER 15# FELT OVER 7/16' O.S.B. SHEATHING 5/8" GYPSUM DRYWALL UR 1/2" PLY. OR 1/2' HIGH STRENGTH NAIL GABLE TO 2X PLATE CLG. BOARD W/ 12d 8" O.C. CONC, FILLED LINTEL BILK. 2x6 P.T. PLATE W/ REINF. WITH (1)#5 ROD 1/2" ANCHOR BOLTS AT 3' 0. C. 1X2 P.T. FURRING STRIPS TEXTURED FINISH - 8" CMU R-4.2 INSULATION -1/2" DRYWALL Q WOOD BASE l( V-1 13 �w l 2 TYP, WALL SECTION BLK. SINGLE STORY (GABLE) 00 4>> @1 #5 CONT. 8 8 & i� TTHICKEN EDGE (3) # 5 RODS EA. WAY ON CHAIRS (MIN. 3" COVER) 7\j N 24" 24" EXT. PAD iy�� POURED LENTIL CONT. (TYP) -2X WALL FRAMING (3) 1/2"X9" ANCHOR BOLTS W/ 2"X2"X1 /8 WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 5 REBAR II II II OUTSIDE BAR # �� II III TO BE CONTINUOUS 25" MIN. LAP REBAR @ FOOTER D)2 -#5's REBAR © 1 STORY 3-#5's REBAR © 2 STORY GROUTED BOND BEAM TIE TO HORZ. BARS 8" MIN. EMBEDMENT HORZ. REINFORCING 6' HOOK N � j o �v -VERT. REINF. IN GROUTED CELL ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION. N 4" g GARAGE CURB STOP TRUSS/RAFTER 2X12 SYP BEAM #5 DOWEL BARS \ II 0 Lu 7 1/2" CUR I o > z� I U �� N O -ate 2-#5'S ON CHAIRS 16 (3-5'S W/2 -STORY) SINGLE STORY 20" TWO STORY 1Z GARAGE CURB FELT PAPER BRICK VENEER WEEP HOLE © 4'- 0 O.C. (2nd UP FROM BT,) o °Q N CONIC, SLAB 3 PORCH SEE TRUSS PLAN FOR CONNECTOR TEXTURED FINISH - CONT. DOWN POUR W/1 #5 8" CMU z0- 24"X24"X12" CONC. PAD - 3 #5's E. W. 3 1/2" @ HEAD OF GARAGE (VARIES WITH SLOPE) / 1/2"X9" ANCHOR BOLTS AT 32" O.C. ONLY IF UPLIFT ON WALL N O U 12 2 #5'S ON CHAIRS 1 O INSIDE FTG. AT GARAGE STEP-UP SLOPE TO BE FILLED TO MATCH g» W/ FIN. FLR, 4 METALFLANGE 1/2" ABV. FIN. FLR. FIN. FLR. IPRE-CAST SOD SILL (SET LEVEL BY \ BLOCK MASON) MORTAR JOINT 13 SLAB AT SL. GLASS DOOR BLOCK WALL C AIR SPACE WALL TIES NOT OVER 16" O.C. (VERT.) & NOT OVER 32" O.C. (HORIZ.) 4X6 GALV./ALUM. FLASHING ,I CLEANOUT REQ'D r h a ° 4 FOR GROUT LIFT °a 0 6" O.C. IN FIELD > 5 FT. UNLESS ............ HORZ. REINFORCING z FOOTING DWL IS Q� 6" HOOK --2 lol:-'l NOT REQ'D. E HORIZONTAL/VERTICAL REINFORCING N-) O U z 00 z o00o MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION. N 4" g GARAGE CURB STOP TRUSS/RAFTER 2X12 SYP BEAM #5 DOWEL BARS \ II 0 Lu 7 1/2" CUR I o > z� I U �� N O -ate 2-#5'S ON CHAIRS 16 (3-5'S W/2 -STORY) SINGLE STORY 20" TWO STORY 1Z GARAGE CURB FELT PAPER BRICK VENEER WEEP HOLE © 4'- 0 O.C. (2nd UP FROM BT,) o °Q N CONIC, SLAB 3 PORCH SEE TRUSS PLAN FOR CONNECTOR TEXTURED FINISH - CONT. DOWN POUR W/1 #5 8" CMU z0- 24"X24"X12" CONC. PAD - 3 #5's E. W. 3 1/2" @ HEAD OF GARAGE (VARIES WITH SLOPE) / 1/2"X9" ANCHOR BOLTS AT 32" O.C. ONLY IF UPLIFT ON WALL N O U 12 2 #5'S ON CHAIRS 1 O INSIDE FTG. AT GARAGE STEP-UP SLOPE TO BE FILLED TO MATCH g» W/ FIN. FLR, 4 METALFLANGE 1/2" ABV. FIN. FLR. FIN. FLR. IPRE-CAST SOD SILL (SET LEVEL BY \ BLOCK MASON) MORTAR JOINT 13 SLAB AT SL. GLASS DOOR BLOCK WALL C AIR SPACE WALL TIES NOT OVER 16" O.C. (VERT.) & NOT OVER 32" O.C. (HORIZ.) 4X6 GALV./ALUM. FLASHING NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTI❑N OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD, 5/8" GYPSUM DRYWALL HUGHES HCDP/HCDP OR 1/2" HIGH STRENGTH AT EA. STUD CLG. BOARD (WHEN UPLIFT) 2X4 DBL. TOP PLATE -.� 1/2" DRYWALL 2X4 WOOD STUDS @16" O. C. HUGHES HCDP/HCDP 2X4 PT. PLATE AT EA. STUD / ANCHORED AT 32" O.C. (WHEN UPLIFT W/ 1/2"X9" A.B,(7„EMBED) o CON C. SLAB 3 / "3 /16:E \ 2 #5's CONT- INTERIOR BEARING WALL 4 NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IN UPLIFT ON WALL 0----#5 DOWEL BAR(ONE SIDE II OF DOOR IF NEEDED) EXTEND 1 1/2"AFI 8" CURB RECESS 1,/2" 0 :�_ o I SLOPE TO BE FILLED TO MATCH 5., W/ FIN. FLR. 1 3/' METAL FLANGE 1/2" FIN. FLR. ABV. FIN. FLR, PRE -CAST SGD SILL SET LEVEL BY \ ,< EILOCK MASON) r� MORTAR JOINT 3 SLAB AT SL. GLASS DOOR 2X4 FRAME WALL ON CHAIRS SINGLE (3-5'S W/2 -STORY) STORY 20" WO STOR GARAGE SERVICE/POOL 5 DOOR RECESS RECESS " FOR DOOR 0 1 #5 ROD 44 GARAGE DOOR 01 - ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING #5 REBAR SET IN 2000 11 PSI EPDXY 25" MIN. ABV. II) II SLAB/6" MIN. BELOW N II 0 0 TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS I IA TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING 7 GARAGE DOOR 0 PRE -CAST HDR. 8" CMU FILLED CELL (TYP.) 0 z_ J V, /I BUILDING LENGTH 'I m INFORMATION POURED LENTIL CONT. (TYP) SIDES: 2X6 GARAGE DOOR BUCK W/ (3) 1/2"X9" ANCHOR BOLTS W/ 2"X2"X1 /8 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 1-2X6 PT BLOCK @ CENTER OF DOOR HEADER W/(1) 1/2"X8" A.B. W/ 2"X2"X1/8 WASHER AND MSTA-36 © 16" O.C. 2X4 DBL. TOP PLATE 2X4 PT. PLATE ANCHORED AT 32" O.C. W/ 1/2"X9" A.B.(7" EMBE FLOOR SYSTEM 5/8" GYPSUM DRYWALL OR 1/2" HIGH STRENGTH CLG. BOARD 1/2" DRYWALL & TEXT. CONC. SLAB 3 #5's CON -�_ INTERIOR BEARING WALL 2 -STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IN UPLIFT ON WALL SITE PLAN NOTES 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18" ABOVE CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON-SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF-SITE DRAINAGE FACILITY. 5) LANDSCAPING IRRIGATION BERMING ETC. SHALL CONFORM TO LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER. 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. FOUNDATION NOTES 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE. 2. ALL MASONARY CONSTRUCTION MUST CONFORM TO THE REQUIREMENTS OF CHAPTER 1-3 OF ACI 530/ASCE 5/TM5 402 OR BIA BUILDING CODE REQUIREMENTS OF ENGINEERED BRICK MASONRY. 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. ALL SLABS SHALL BE MIN. 3 1/2" THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. 5, REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A 6" HOOK PER DOWEL PLAN LAYOUT. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT, DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2"x8" W/ 2"x2"xt/8" AT 3' O.C. STARTING AT 8" OFF EACH CORNER. 7. FOOTING REINFORCING SHALL BE 2-#5 REBARS 1 -STORY, 3#-5 REBAR 2 -STORY. OUTER BAR MUST BE CONTINUOUS AROUND CORNERS. USE CORNER BARS OR BEND REBAR. LAP A MINIMUM OF 25. 8. ALL FOOTINGS ELEVATION MUST BE 12" BELOW FINISH GRADE 9. FINISH SLAB TO BE 8" ABV. FINISH GRADE WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF 1 � BRICK LEDGE FOOTING #8 GUN NAILS @4" O.C, r TOP & BOTTOM EDGES #8 GUN NAILS 0 6" O.C. IN FIELD ............ V) - w J C7 V)OJ Q� V) w _J w Q Ld Z ZV Qw z z z O z 00 z o00o MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL TYP. EXTERIOR SHEATHING co_ co ATTACHMENT FOR ROOF SHEATHING HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. (O. S. B. TO BE STRUCTURAL GRADE) 2) WATER LINES SHALL BE CPVC. MORTAR TYP. EXTERIOR SHEATHING ATTACHMENT 3) CONDENSATE LINES SHALL BE MIN. 3/4" DIAMETER PVC 2. FOR SHEAR AND UPLIFT O.S.B. TO BE STRUCTURAL GRADE) #8 GUN NAILS Q 'ONNECTORS FROM PLATE TO STUD TO PLATE @ 12" O.C. IN FIELD., �� RE NOT REQUIRED EXCEPT AT OPENINGS 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 1. W �o Qw Z FOLLOWING: z U 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW Of (3) THREE GALLONS PER MINUTE EACH. �d c� ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. `0� B. TYP. 3/4" T & G SUB -FLOOR DECKING GLUED TO ALL EXPOSED C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. MEMBERS NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTI❑N OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD, 5/8" GYPSUM DRYWALL HUGHES HCDP/HCDP OR 1/2" HIGH STRENGTH AT EA. STUD CLG. BOARD (WHEN UPLIFT) 2X4 DBL. TOP PLATE -.� 1/2" DRYWALL 2X4 WOOD STUDS @16" O. C. HUGHES HCDP/HCDP 2X4 PT. PLATE AT EA. STUD / ANCHORED AT 32" O.C. (WHEN UPLIFT W/ 1/2"X9" A.B,(7„EMBED) o CON C. SLAB 3 / "3 /16:E \ 2 #5's CONT- INTERIOR BEARING WALL 4 NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IN UPLIFT ON WALL 0----#5 DOWEL BAR(ONE SIDE II OF DOOR IF NEEDED) EXTEND 1 1/2"AFI 8" CURB RECESS 1,/2" 0 :�_ o I SLOPE TO BE FILLED TO MATCH 5., W/ FIN. FLR. 1 3/' METAL FLANGE 1/2" FIN. FLR. ABV. FIN. FLR, PRE -CAST SGD SILL SET LEVEL BY \ ,< EILOCK MASON) r� MORTAR JOINT 3 SLAB AT SL. GLASS DOOR 2X4 FRAME WALL ON CHAIRS SINGLE (3-5'S W/2 -STORY) STORY 20" WO STOR GARAGE SERVICE/POOL 5 DOOR RECESS RECESS " FOR DOOR 0 1 #5 ROD 44 GARAGE DOOR 01 - ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING #5 REBAR SET IN 2000 11 PSI EPDXY 25" MIN. ABV. II) II SLAB/6" MIN. BELOW N II 0 0 TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS I IA TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING 7 GARAGE DOOR 0 PRE -CAST HDR. 8" CMU FILLED CELL (TYP.) 0 z_ J V, /I BUILDING LENGTH 'I m INFORMATION POURED LENTIL CONT. (TYP) SIDES: 2X6 GARAGE DOOR BUCK W/ (3) 1/2"X9" ANCHOR BOLTS W/ 2"X2"X1 /8 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 1-2X6 PT BLOCK @ CENTER OF DOOR HEADER W/(1) 1/2"X8" A.B. W/ 2"X2"X1/8 WASHER AND MSTA-36 © 16" O.C. 2X4 DBL. TOP PLATE 2X4 PT. PLATE ANCHORED AT 32" O.C. W/ 1/2"X9" A.B.(7" EMBE FLOOR SYSTEM 5/8" GYPSUM DRYWALL OR 1/2" HIGH STRENGTH CLG. BOARD 1/2" DRYWALL & TEXT. CONC. SLAB 3 #5's CON -�_ INTERIOR BEARING WALL 2 -STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IN UPLIFT ON WALL SITE PLAN NOTES 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18" ABOVE CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON-SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF-SITE DRAINAGE FACILITY. 5) LANDSCAPING IRRIGATION BERMING ETC. SHALL CONFORM TO LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER. 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. FOUNDATION NOTES 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE. 2. ALL MASONARY CONSTRUCTION MUST CONFORM TO THE REQUIREMENTS OF CHAPTER 1-3 OF ACI 530/ASCE 5/TM5 402 OR BIA BUILDING CODE REQUIREMENTS OF ENGINEERED BRICK MASONRY. 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. ALL SLABS SHALL BE MIN. 3 1/2" THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. 5, REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A 6" HOOK PER DOWEL PLAN LAYOUT. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT, DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2"x8" W/ 2"x2"xt/8" AT 3' O.C. STARTING AT 8" OFF EACH CORNER. 7. FOOTING REINFORCING SHALL BE 2-#5 REBARS 1 -STORY, 3#-5 REBAR 2 -STORY. OUTER BAR MUST BE CONTINUOUS AROUND CORNERS. USE CORNER BARS OR BEND REBAR. LAP A MINIMUM OF 25. 8. ALL FOOTINGS ELEVATION MUST BE 12" BELOW FINISH GRADE 9. FINISH SLAB TO BE 8" ABV. FINISH GRADE WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF MAK U U ZU1U r FOUNDATION NOTES PL_U�ZIBING NOTES 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL AS APPROVED BY THE BUILDING OFFICIAL. HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. " s, 2) WATER LINES SHALL BE CPVC. MORTAR - 3) CONDENSATE LINES SHALL BE MIN. 3/4" DIAMETER PVC 2. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. METAL ACCESSORIES 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW Of (3) THREE GALLONS PER MINUTE EACH. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. -: ' 7) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. REQUIREMENTS OF ASTM A90. 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL MASONRY WORK, GENERAL: BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF "AS -BUILT" FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 10) ALL CLEANOUTS FLUSH WITH GRADE. 2. BED AND HEAD JOINTS SHALL BE 3/8" THICK. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. RIDGES. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SPECIALIZED IN: 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO STANDARD PLUMBING CODE CURRENT EDITION. SHALLBE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE REINFORCING STEEL, GENERAL: ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDiff CURRENT EDITION. 1. REINFORCING STEEL SHALL BE NO. 5 BARS. PROJECT MANAGEMENT 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. FAX. (407)495-3460 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE 3. 4. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. s � SWEET. lJ hhnnp- «nr»Rn_rr07 MAK U U ZU1U FIBERGLASS SHINGLES ON #15 FELT OVER 7/16 OSB. SHEATHING OR FLAT ROOFING OVER #30 FELT & 5/8" 4 PLY CDX PLYWOOD 2x6 FASCIA & SOFFET--_jV HURRICANE STRAP 2x4 BLOCKING AT ALL SEAMS ; ALUM. WINDOW SEE FLR./ELEV FOR DES. FELT BARRIER OVER (ROM2nd FLR.ST BRE ORMII/2'1 PLOY. (SHEATHING/AK (2)3/4"X16 BAND BOARIPS RD W/2XLOOR 1USS T 2 JOIST 8" LINTEL BLOCK FILLED PRE -CAST LINTEL ALUM. WINDOW SEE FLR./ELEV FOR DES. -! PRE -CAST SILL 8" CMU' -- TEXTURED FINISH ROOF TRUSSES —24" O.C. R-30 INSULATION LV5/8" GYPSUM DRYWALL OR 1/2" HIGH STRENGTH CLG, BOARD 2X4 DOUBLE PLATE (TYP.) ET BAND 1/2" BACK MARBLE SILL FROM OUTER EDGE OF BLK WOOD BASE (TYP.) 3/4" T & G PLYWOOD GLUED & NAILED W/ 8d 6" O.C. EDGES & 12" O.C. IN FEILD !:�Z-2x FLOOR JOIST/TJI SEE FRAME PLAN 2x6 PT W/ 1/2"x9" ANCHOR BOLT 32" O.C. CONT. 1X2 FURR STRIPS MARBLE SILL 1/2" DRYWALL CONIC, SLAB OVER CLEAN, COMPACT TERMITE TREATED SOIL,6 MIL VIS. VAPOR BARRIER,W/6X6 #10 WWM WOOD BASE (TYP.) ASPHALT SHINGLES 2"X4" BLOCKING FIRST TWO BAYS z 3 #5's E. W. / OVER #15 FELT OVER ROOF TRUSSES �w 20 O l6" O B HEATHING 24" O.C. 0 2X4 SPF STIFFBACK AT 2x PLATE BOLTED TO ALL UPRIGHTS OVER 4'-10" TOP PLATE,NAILER FIRST FLOOR BLOCK ENG. GABLE TRUSS TO BE FLUSH WITH SECOND FLOOR FRAME TEXTURED FINISH WALL WHEN VAULTED OVER #15 FELT OVER R-30 INSULATION 7/16 O.S.B. SHEATHING4 5/8" GYPSUM DRYWALL OR 1/2" PLY. OR 1/2" HIGH STRENGTH NAIL GABLE TO 2X W/12d 8" O.C.— CLG. BOARD 1/2"X7" BOLT 32" O.Gm.2X4 DOUBLE PLATE 2X4 BLOCKING SEE TRUSS PLAN AT ALL SEAMS FOR HDR SIZE ALUM. WINDOW FIRST FLOOR BLOCK SEE FLR./ELEV FOR DES, GABLF TO WOOD WALL METAL LATH 7/11 " OSB OR TEXTURED 15# FELT W 7/1 �" OSB OR W/ FINISH � 15# FELT HARDIE BOARD 3/4" T & G PLYWOOD-- 1 3/4" TIMBERSTRAND—� 3/4" T & G PLYWOOD DOWEL LAPPED TO BE GLUED & NAILED W/FLOOR TRUSS OR \ TO BE GLUED & NAILED WITH WALL REINF. 2x12 BAND BOARD GROUTED CELL _-#5 CORNER BAR ALL LAPS 25" MIN. 2 TYP. REBAR LAP LINTEL CORNERS FINISH%AN(DG 3/4" F,F. DBL 2X12 FLOOR JOIST 3/4" PLYWOOD 2X12 TREAD CUT TO FIT 1X8 RISER ESS THAN 4" 3/4" PLYWOOD B EEN SPIN WITH 4 160 COMMONS NAILED .00 THRU 3/4" PLYWOOD NOTE: INTO EACH STRINGER STAIRS RISERS TO CONFORM TO FBC 1007.3-1007.8.5 1994 EDITION (2) RISERS + (1) TREAD = 24"-25" L 3/16" MAX. VARIATION IN RISE /TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN Y RISER/TREAD HANDRAIL CIRCULAR CROS ECTION DIA, TO BE 1 3/4" +-1/4" PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN, 6" IDE ® NARROW END MIN 1" WIDTH © 12" FROM NARROW EN, 34" MIN/HANDRAIL HGT. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTI❑N, NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATI❑NS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. 4 W/2X12 JOIST CAULK EMBBED STRAP 2" MIN. NAILED TO BAND EXPANSION OVERLAP METAL STOP (SEE FRAME PLAN JOINT CMU'S FOR CONNECTOR) EMBBED STRAP CMU'S NAILED TO BAND TEXTURED TEXTURED (SEE FRAME PLAN FINISH FINISH FOR CONNECTOR) TWO STORY TWO STORY 3 FIRST FLOOR BLOCK SECOND FLOOR FRAMING 1'-0"` SEE ELEVATIONS FOR CHIMNEY CAP AND 3'—Orr ANDING MIN. D 2X4 TOP PLATE WINDER D IL WINDE MIN, 6" IDE C1 NARROW END SE LEVATIONS FOR MIN 1" DTH 12" FROM NARROW END HEIG HLSTA12 E H END _ OF WALL TY HAND RAIL 2X4 BTM. PLAT S H 7/PR 16"OSB 1/2" DRYWALL 1 X10 TRIM' " NOSING TYP. ^ X \ M � STAIR SECTION DETA (2)ONE EA. SIDE OF TRUSS ADDITIONAL 12" ANCHOR STRAP PRE-ENGINEERED TRUSS W/3 10d X 1 1/2" EACH TRUSS AND (2)3/16" X 1 1/2" TAP CONS EACH TRUSS INTO BOND BEAM \ CONTINUOUS BOND BEAM TRUSS ANCHOR DETAIL -RETROFIT 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS:,� / 1X8 NAILER TYP NNI J J ¢z o- 5� Lu 2X RIDGE o D O O o 3-12d RAFTER TO NAILER 7/16" O.S.B-./ 1X8 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL ROOF FRAMING W/ CONNECTORS(SEE TRUSS PLAN) DBL. TOP PLATE / CRIPPLE STUDS /J D . N6S)/JACK(S) \-HLSTA 1 F TH STUD(S)/KING STUD(S) X STUD TO FiD H/HCLH TOP & BOTTOM) SHEATHING OVER 2X4's NAIL PER SCHEDULE II I NAIL P SCHEDULE/ II I I BOLT PER D. PLAN TERIOR OPENING IN FRANC — PREFAU SPARK ARRESTO W/ GLV MTL CAP —FLUE PER MANUF. ECS 1 2" CDX OR 7/ OSB NAIL AT 4' 0. W/8d NAILS I TEXT. ENT, FINISH ON MTL. LATH R HARDIE BOARD SIDING ON 15# FELT 'ENGINEERED TRUSS TION PRECAST HEADER 1X PT. NAILER TO BE SECUR W/ TYP. FASTNER 8" I (1 5/8" T -NAILS OR 4d 4d CUT NAILS ACCEPTABLE 1/2" PLYWOOD SHEATH 2X4 BLOCK cMu W BEVELED 1X2 TO BE SECURE W/ TYP. FASTNER 8" (T -NAILS OR 4d NAILS ACCEPTABLI PRESCAST SILL CAP CHIMNEY BOX FRONT VIEW SIDE VIEW ARCHED WINDOW DETAIL MAXIMUM HEADER SPAN (ft.) 3/4" FURRING STRIPS x of wa _> 1X PT. NAILER TO BE SECURED 7'-11 1/ W/ TYP. FASTNER 8" O.C. NUMBER OF HEADER STUDS (T -NAILS OR 4d CUT v �a NAILS ACCEPTABLE ire 1 2 1/2" PLYWOOD SHEATHING TO BE o J� ¢ ATTACHED TO 1X PT. W/ 1 1/2" odj STAPLES/ 8d COMMONS 6" O.C. J z Li 1 - 2X4 BLOCKS FURRING STRIPS 1/2" GYPSUM BOARD BEVELED 1X2 TO BE SECURED FASTNER 8" O.C. WTYP. -NAILS OR 4d CUT NAILS ACCEPTABLE) PRECAST SILL 8" CMU WALL FRONT VIEW SIDE VIEW ARCHED WINDOW DETAIL MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TOg'-0" 4'-11 1/2' 7'-11 1/ "AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 MINIMUM WALL AND HEADER STUD REQUIREMENTS SHEATH ALL SIDES W/ 7/16" O.S.B. OR 1/2" PLY W/ #8 GUN NAIL 0 4" O.C. 0 EDGES. USE #8 GUN NAILS (D 6"-8"" O.C. IN FIELD FLUE PROVIDE 2X4 BLOCKING HORIZ. O.S.B. JT. W/ #8 GUN NAILS FIRE �BLOCKI� ' DBL. 2"X4" HEADER - EXTERIOR STUD WALL (2 X 4 STUD5 0 2" D.C. PRE -FAB. FIREPLACE 1/2"X8" ANCHOR BOLTS — 2"X2"X1/8" WASHERS AT 3w/OFF EA. CORNER EA. DIR. MIN. 6" EMBEDMENT. 21 X4" P.T. PLATE ---o, I� / ' SHT. MTL. FIRESTOP 0 o SPACER WOOD DETAIL OF FIREPLACE n FIRESTOPPING AT CLG./ROOF J DBL. LAYER 1/2" O.S.B. 1" CLR. W'/ 3-12d2ND @ EAS TRUSS (D AGONAIL BRACE T COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS - AT SHEATHING SEAMS �2) 10d NAILS EA END 0 TRUSS 2X4 SPF STIFFBACK AT ALL UPRIGHTS OVER 4'-10" 7/16" OSB SHEATHING— USE 8d NAILS AT 4" o.c. EDGE & 6" o.c. FIELD SIMPSON ETA -16- 24" O.C. MAX 0 0 BLOCK TILE ROOF OVER #30 FELT OVER 1/2" PLYWOOD OR ASPHALT SHINGLES OVER #30 FELT OVER 7/16" OSB. SHEATHING `-NAIL CONT. RT RUN TO TRUSS W/ (2� 12d @ EA. TRUSS 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. *CROSS BRACE AT MIDPOINT AND THEN 4'-0" O.C. IN EACH DIRECTION CkMMOM „ T USS 24 o.c. CHIMNEY FLASHING OUT EXTERIOR STUD WALL 2 X 4 STUDS ®12"D.C.) 2"X8" ANCHOR BOLTS W1 2"X2"X1/8" WASHERS AT I3" OFF EA. CORNER EA. DIR. MIN. 6" EMBEDMENT. 2"X4" P.T. PLATE DBL. 1/2" O.S.B. FIRESTOP SPACER - DBL. 2"X4" HEADER —8" CMU PRE -FAB. INSULATION R-30 MIN. 5/8" GYPSUM DRYWALL OR 1/2" HIGH STRENGTH CLO. BOARD GABLE END CROSS BRACING MAR 0 8 2010 WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO 19.9 PSF WINDOW PRESSURE _ + 23.6 TO — 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO — 28.1 PSF NOTE: GAUGE 1X PT @ WINDOW 1 2 DBL. TOP PLATE / FOR DRYWALL RETURNS 2X4 16' O.C. MAX. X1/2" DRYWALL 8" CMU—. 1"X4" P,T. NAILER SECURE 2X4 8" CMU 1"X4" OR 1"X2" P.T. NAILER ---1/2" DRYWALL 1X4 P.T. TO BE SECURED SIDES: TO WOOD W/12d @ - �–DOOR CASING BEVELED 1X2 PT WINDOW BUCK 6"-8" O.C, STAGGERED W/4d CUT NAIL OR 1 3/8" T–NAIL W/4d CUT NAIL OR 1 3 8 BUCK 4 FROM END AND 16 O.C. / SECURE 2X4 BT. PLATE NOTE: @ EACH AVAILABLE JOINT. CAULK UNDER NAILING FIN ENTIRE SHIM AS NEEDED PERIMETER BEFORE NAILING, NO TO BILK. W/8d CUT NAIL OR \ARCHWAY DOOR JAMB TO PLUMB JAMB HEADER: LIGHT TO BE SEEN AROUND WINDOW. 2 1/4" T–NAIL 6"-8" O.C. W/(3) #8 SCREW 8d NAIL BEVELED 1X2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ #6X1" PLATED SCREW (5/8" EMBBEDMENT IN 1""XX 4' MIN.) W/4d CUT NAIL OR 1 3/8" T–NAIL IN EVERY FACTORY DRILLED INSTALLATION HOLE, 8' –10 O.C. TYPICALLY 3 PER JAMB AND 2 PER HEADER, 2X4 SOLID BLOCKIN SECURE TO SHEATHING W/ 1/2" PLYWOOD DOOR JAMB TO BOCK WINDOW ATTACHMENT IN BOCK MIN. 2-8d PER BILK. EA. END OR 7/16 O.S.B. EXTERIOR ARCHWAY _ BRO. HGT. VARIES PRE–ENGINEERED TRUSS-----,, -- CONC. FILLEDINTEL BILK. REINF. WITH (1)#5 ROD MTS -1 \— RECESSED LINTEL OVER DOOR 2X4 DBL. TOP PLATE #5 ROD W/ 25" MIN OVER LAP N w 1X2 P.T. FURRING STRIPS oo >-- 7/16" OS. TEXTURED FINISH R-4.2 INSULATION 8" CMU 1/2" DRYWALL 2X4 STUD 16" O.C. �� WOOD DOOR TRIM 2X4 TTM. 1 1/2" EXTENDED SLAB WOOD BASE PLATE MTS -1 7/16" OS.F3. L T 0 ENTRY TEXT, FINISH PAO PRE–ENGINEEREQ ETA -16 a TRUSS o 8° CMU WALL ��r n �w T'(P. ENTRY SECTION O KNEE WALL DETAIL BLK. SINGLE STORY u SET BAND 12" BACK GALV. L—FLASHING FROM OUT R EDGE OF BLK FELT BARRIER ON 7/16" OSB SHEATHING OR 1/2" PLY. — WOOD BASE (TYP.) HUGHESE HCDP USE 2— 3/16"X8" TAP—CONS TO BL 2X FLOOR JOIST USE 4-8d TO WOOD SEE FRAME PLANS * #5 REBAR CONT, 2x6 PT W/ * #5 REBAR ABV. GARAGE PRE–CAST ASPHALT SHINGLES ON � 1/2"x9" ANCHOR HGT. VARIES REBAR TO MATCH LENGTH OF PRE–CAST � HGT, VARIES #�15 FELT ON 7/16" OSB BOLT 32" O.C. SHEATHING OR 1/2" PLY CONT, POUR LINTEL ON PRE—ENG. TRUSS - (1)#5 CONT. PRECAST LINTEL W/ 1##5 NOTE HGT. VARIES 4 HGT. VARIES * � 8" MIN. � MATCH EXISTING SOLID POUR ROOF SLOPE DISTANCE BETWEEN q PRE–CAST LINTEL ABV. MATCH EAVE HT. --- 1X2 FURR STRIPS GARAGE DOOR & 16'-0" MAX, OPENING 1/2" DRYWALL CONT. POURED LINTEL MAY VARY W/ Y -0.6'-8"/d' 0" DIFFENT BRG. HGT. & CROSS SECTION ELEVATION HUGHESE HCDP DOOR HGT. A GARAGE DOOR 2X4 P.T. W/ 1/2" X 9" LINTEL DETAIL A, B. @ 32 PRE—CAST LINTEL ROOF OVER GARAGE DOOR ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING CONSTRUCTION, NOTE! CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE: THIS PLAN SET HAS BEEN APPROVED FOR C❑NSTRUCTI❑N AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. MAR 0 8 2010 WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1,0 WIND EXPOSURE CATAGORY = "B" EXT, COMPONANT AND CLADDING = + 12.5 TO — 19.9 PSF WINDOW PRESSURE _ -I- 23.6 TO — 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO — 28.1 PSF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 44dTA LINTEL NO. LENGTH UPLIFT GRAVITY L-1 LATERAL LENGTH TYPE 8U8 8F8 -0B _GRAVITY 8F12-OB8F16-088F2O-0 8F24-OOBF28-OB F32 -O8 8F8 -1B 8F12-1B8F16-1BBF20-1B8F24-1B8F28-188F32-18 2'-10'(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0"(48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6"(54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4"(64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5-10'(70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6"(78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6"(90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4°(112")PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6'(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4'136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4'(160") PRECAST 362 427 726 1028 1331 1635 1224 1418 465 748 1076 1438 1855 2343 2920 14'-0'(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8'(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4'(184") PRESTRESSED N R NR NR NR NR NR NR NR 420 695 1250 1855 1 2370 2890 3410 17'-4'(208") PRESTRESSED N R NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4'(256") PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0'(264")PRESTRESSEDN R NR NR NR NR NR NR NR 160 300 570 870 12,111 1660 1970 24'-0(288")PRESTRESSED N R NR NR NR NR NR 1 NR NR 130 240 470 720 1 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS 494" LINTEL NO. LENGTH UPLIFT GRAVITY L-1 LATERAL LENGTH TWE 178-1 F12-1 F16 -1T F20-1 F24-1 F28-1 F32-1 8U8 8178 F8-2 F12-2 F16-2 F20-2 F24-2 F28-2 F32-2 2'-10'(34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 20L1 2727 2784 3981 5190 6407 7630 8857 3'-6"(42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1 1925 2750 3583 4422 5264 6110 4'-6"(54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10'(70") PRECAST 1272" 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 1 3010 3583 1 4157 6'-6" (78") PRECAST 1141" 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959" 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112")PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 1 755 1192 1550 1910 2271 2634 10'-6'(126") PRECAST 716' 1 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4'(136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0'(144") PRECAST 607* 400 631 816 toot 1186 1372 340 x'94 631 486 818 1209 1514 1799 2086 13'-4'(160") PRECAST 5001 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0'(168") PRECAST 4581 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'1176")PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4'(184")PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 1542 791 1072 1381 1676 1T-4"(208")PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 B74 1121 1389 19'-4"(232")PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4"(256")PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0'(264")PRESTRESSED 140 137 127 180 - 20� 16 268 322 244 343 057 312 418 607 380 493 771 447 568 .947 515 N.R. 161 24'-0'(288")PRESTRESSE D N.R. 135 124 186 290 408 538 680 833 NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P. if- MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2, ALL CONCRETE WORK SHALL BE IN ACCOIJDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF? CONC. POUR, 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. AGGREGATE, 4. REINFORCING STEEL; ASTM A615, GRADE C50 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION, 6. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2007 ED. WITH 2009 AMENDMENTS ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. 01 EDITION FOR 120 MPH REGION REFERENCING ASCE-7 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 8. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #&Y.P. P.T. 9. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 10, CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 11. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC, PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 12 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. 13. CONCRETE MASONRY: ASTM C-90, WITH 28 DAY PRISM STRENGTH OF 2000 P.S.I. MIN, WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ A.C.I. 530 AND A.C.I. 531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. NAILING SCHEDULE ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS AT 6" O.C. AT INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET, INC BEFORE BEGINNING C❑NSTRUCTI❑N. NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIG DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITH❑UT WRITTEN CONSENT OF ENGINEER OF RECORD, REVISION AND DATE I ITEM FAI 8" PRECAST W/ 2" RECESS DOOR U -LINTELS <^mr-404" LINTEL NO. LENGTH UPLIFT GRAVITY L-1 LATERAL TYPE LENGTH TYPE8RF6-OB LENGTH anus 7'-6" 8RF10-08 8RF14-09 BRF18-OB 8RF22-OB BRF26-OB 8RF30-OB 8RF6-18 8RF10-18 BRF14-16 8RF18-18 8RF22-113 SRF26-18 8RF30-113 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2556 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10"(70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 16_77_ 2933 4190 6730 8177 6707 7'-6" (90") PRECAST 665 761- 1377 2252 1058 2451 2944 3439 764 1377 1 2329 3609 1 5492 1 6624 5132 9'-8" (116")PRECAST 371 420 834 1253 1071 1342 1614 1886 535 1 928 1 1497 12179 1 2618 1 3595 2875 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 4mm LINTEL NO. LENGTH UPLIFT COMMENTS L-1 LATERAL TYPE LENGTH 8RF6-IT 8RF10-1T8RF14-1T8RF18-1T8RF22-1TSRF26-IT8RF30-1 L-2 7'-6" 8RF6-1 B/OT "A" SET @ 6'-8" A.F.F. L -2A 8RU6 8RF6 8RF6-2T SRF10-2T RF14-2 8RF18-2 RF22-2 8RF26-2 BRF30-2 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'--6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 _ 5453 5' 8" (68") PRECAST 9241 1172 1795 2423 3055 3689 4325 501 501 2978 3603 4230 924 1132 1741[1762 5'-10"(70") PRECAST 896' 1138 1742 5-10" 2965 3581 4198 469 469 896 1099 1690 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2573 3107 3642 830 1100 778 956 1468 2509 3035 3563 7'-6" (90") PRECAST 688 697 1325_2280 2753 3227 688 849 1302 2225 2690 3157941 9'-8" (116")PRECAST 5331 433 808 1013 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 ^KtUVUt VALUt bT IJo YUK UKAUt 4U FItLU KtbAK GENERAL_ NOTES: 1. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES, AND REGULATIONS, IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE' CONSTRUCTION DOCUMNETS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN WRITING AND THE NECESARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. ALI_- PRODUCTS AMD MATERIALS SHALL BE APPLIED AP.ID/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS, 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. 7, HVAC SYSTEM DESIGN BY OTHERS. LAYOUT IS DIAGRAMATIC. 8. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION WITH 2009 AMENDMENTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER PROOFING, GENERAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE (2007) ED. WITH 2009 AMENDMENTS. 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER THE 2007 EDITION OF THE FLORIDA BUILDING CODE WITH 2009 ADMENDMENTS) R.H. WILSON & ASSOCIATES RONALD H. WILSON P.E. LIC. # 9710 CERTIFICATE OF AUTHORIZATION 8272 P.O. BOX 915260 LONGWOOD FL. 32791 - 9260 PHONE: 407-682-4052 FAX 407-682-3841 MAR 0 8 2010 4^3Tm44VfT4lfLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 17'-4" 81716-08/1 T 41-1/2' L-2 7'-6" 8RF6-1 B/OT "A" SET @ 6'-8" A.F.F. L -2A 7'-6" 8178-OB/1 T ELEVATION "A" L -2A 7'-6" 8F16-00/1 T ELEVATION "B" L-3 7'-6" 8F24-013/1 T 00Q L-4 5'-10" 8F16-OB/1 T L-5 4'-6 8F16-08/1 T t N L-6 4'-6" 8F16-013/1 T L-7 9'-4" 8F16-1 B/1 T L -7A 9'-4" 8F8-OB/1 T SET @ 6'-8" A.F.F. L-8 6'-6" 8F48 -013/1T L-9 3'-6" 8F16-OB/1 T L-10 5-10" 8F16-OB/1 T L-11 4'-6" 8RF14-013/1 OPT. SERVICE DOOR MATERIALS 1. f'c precast lintels = 3500 psi, 2, Cc prestressed lintels = 6000 psi, 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi, 5. Rebar provided in precast lintel per ASTM A615 GR60, Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel 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 reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a norninal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel co'At/ 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete mosonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 207. if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebor. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away frorn the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. TYPE DESIGNATION 8F1 6 NOMINAL WIDTH } NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY -1B/1T LQUANTITY OF #5 REBAR AT TOP WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT, COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT ® FAX: (407)495-3460 SWEIAEiT. Phone: (305)280-5507 "We Bring Visions To Life" Email: ddbsweet@earthlink.net PLAN FOR. LEO NELSON ADDRESS: 2605 IROQUOISE ST. SANFORD, FL. 32771 DATE: 03i2010 SCALE: PAGE: PROP. I.D.# 01-20-30-504-1800-0260 D"T' 15 REBAR AT TOP MIN. (1) REQ'D 41-1/2' CLEAR J a F- = a = e C.M.U. 00Q z t N E�. O z �° . GROUT #5 REBAR AT 80TIOU • •� OF L INTEL CA14TY BOTTOM REINFCRONG, 7-5/8"ACTUA PROVIDED IN LINT -,l (VARIES) 8" NOMINAL WIDTH WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT, COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT ® FAX: (407)495-3460 SWEIAEiT. Phone: (305)280-5507 "We Bring Visions To Life" Email: ddbsweet@earthlink.net PLAN FOR. LEO NELSON ADDRESS: 2605 IROQUOISE ST. SANFORD, FL. 32771 DATE: 03i2010 SCALE: PAGE: PROP. I.D.# 01-20-30-504-1800-0260 D"T' MAK U U LULU