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5YMBOLS <br />BUILDING SECTION KEY <br />(Section No. over Sheet No.) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet. NO) <br />DETAIL KEY <br />�— <br />(Detail No. over Sheet No) <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />&— <br />STRUCTURAL NOTE <br />0 —+ <br />HOSE BIBS <br />N.B. <br />MARK <br />TYPE <br />ROUGH OPENING <br />A <br />25N <br />38' X 63' <br />B <br />35614 <br />54' x by <br />C <br />24514 (TEMP) <br />38' x 51' <br />6' DIA STD. STEEL PIPE <br />FILLED SOLID W/ CONCRETE <br />EMBEDED PIPE PROTECTED `4 <br />V CATALYZED POLYURETHANE <br />CONIC. SLAB, SEE FLAN -7 <br />off'.:: ' <br />1 <br />J <br />CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER <br />COMP. SOIL, SEE PLAN <br />PIPE 5OLLARD DETAIL <br />SCALE: 1/2'=1'-O' <br />moll Oftl®� <br />I <br />bk BEDROOM 3 <br />8'-0' COGL HET. <br />I � <br />A <br />S3 <br />4 <br />+248 / -210 <br />r PSF 140MPN o <br />I I <br />ENTRY *EGRESS 261 / -290 PSF 1a5MPH <br />I I 8 -0' CL'G. <br />1 8 ® 2 I I <br />2' I '-O' 3'-4' 0' b'•8' b'-8' I I «, <br />T <br />14' WIDE <br />FLAT SOFFIT_ — — —Q — — — 8 <br />30'-0' <br />TO GAR WALL <br />54' L 1'-4' <br />tm <br />Ib'5Q x 36-H CMU <br />I'-4' COLUMN BASE <br />20'-0' <br />PARTIAL FLOOR PLAN - ELEV 11811 <br />* * * * <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO <br />ALLOW FOR AA TO <br />BE AL&M. <br />* * * * * <br />SCALE: 1/4'=1'-0' <br />* * * * <br />NOTE: AJa. STAND DIMENSIONS <br />ALL INTERIOR ANGLE GAS - 6' H x 36' W. x 52' L. <br />WALLS ARE AT 45 DEG. ELEC.: - 24' H. x 36' W. x 62' L <br />* * * * I I * * * * * * <br />ARE,4 T,45ULATION <br />MODEL 2606 <br />LIVING AREA 2516 SF. <br />GARAGE 614 SF. <br />COVERED ENTRY - ELEV. 'A' 51 5F. <br />COVERED ENTRY - ELEV.'5' 156 SF. <br />TOTAL AREA 'A' = 3301 SF. 'B' = 3406 SF. <br />WINDOW <br />5GkEDULE <br />HEAD HEIGHT <br />CLEAR OPENING <br />0-8' <br />33312' WIDE X 2625' HIGH <br />6'-8' <br />48312' WIDE X 2615' HIGH <br />6'-8' <br />3332' RUDE X 2025' HIGH <br />CLEAR OPENING Sf. SILL HEIGHT <br />529 SP. <br />8BI SF. <br />48 S.F. 2'-b' <br />Q <br />ITEMPIC <br />N N <br />La ii' <br />1'-0' S'-4' 9'-b' 6' 2' 9' 4' 5'-4' 1'4 <br />(SPAN OVER +242/ -26.4 PSF I (SPAN OVER <br />10PENINGS) t 26J / -26A PSF 16 MPH A 2 OPENINGS) t <br />+242/ -26.4 PSF I O pk +23.4 / -25b FF 140MPH <br />26J / -28.4 PSF 1145 MPH © © HJ3. 53 i 6008 TEMP. sw. 14252 / -215 PSF 145 MPH <br />*EGRIES6 p +242 / -26.4 PSF WOMPH +242 / -26.4 F5F 140P1PEI / <br />26-28.4 FF 145 MPH 16J / -18.4 PSF45 <br />12'-0' <br />21 <br />sy <br />MASTER SUITE <br />FAMILY ROOM <br />cO <br />18'-O' x 144' <br />(SIM. SEE NOTE +1 <br />'-0' x"-4' ' 18'-4' x 20'-2' / <br />8'-0' CLG. <br />FOR MORE INFO) S3 <br />VAULT CL . VAULT CLG. <br />2'-0' <br />`\ 71` <br />--- —" 'td'Gfa6------------� <br />2668 1 <br />\ I SLOPE UP 2:12 <br />=j <br />SIR <br />LAv. <br />LAv <br />=� <br />36'x22 ATTIC <br />I I 1 <br />� 1 <br />ACCESS I <br />0 l <br />WALL BELOW <br />e <br />- <br />" 10' ,;'' 1 <br />1 <br />— "i' 2`- J <br />I <br />8' 10' <br />' 0' 1'-24' 8' 4'-0' I 10'-4' <br />MAS <br />N 2668 <br />,� �, <br />UJ.I.C. <br />I <br />1 <br />q <br />6' <br />I I 0' COUNTER <br />9: ED I I EXTENSION <br />_ <br />1 <br />I <br />(s <br />W/OUT UPLIFT <br />Iff <br />co <br />MORE W <br />1 <br />0l <br />II <br />— <br />----� <br />1 <br />1 <br />T �' <br />FLEX <br />T.P. <br />[Lj6'-0' <br />PAN t <br />SIR <br />B'-4' x 11'-0' <br />5'-0' 1'-2' <br />SL•6' 8 <br />/ 5J =6' 44' `n <br />144' <br />/Y ZL <br />T <br />/ <br />CL <br />8'-4' — FE.4D WGT, <br />l5) SHL <br />O1a.G. <br />r <br />BEDROOM 4 <br />e <br />H <br />V-0' x 124, <br />2668 <br />6' <br />8'-0' CLG. <br />HALLWAY <br />1 <br />V <br />a -0' cLG. `" <br />I <br />I <br />I <br />I ^ <br />I <br />1 <br />V-4' <br />6' 0' <br />'=1 <br />3'- ' 4' b' <br />5'-0' <br />1'1 <br />' '" <br />Il'-8' <br />I <br />BEDROOM 2 <br />ao <br />HAN501`1 RY <br />9NAL <br />r <br />I <br />W-0' x 24, <br />34 <br />nk <br />c. <br />LAV. <br />8 -0 CLG. <br />L — — — <br />— <br />B <br />S4 <br />K <br />SIR <br />WA <br />53 <br />PROVIDE WEATHER <br />r <br />STRIPPING AROUND <br />K <br />PERIMETER OF DOOR <br />(4) SH. <br />S3 <br />PIPE BOLLARD (W/ <br />OPTION GAS WA ONLY) <br />METAL <br />THRESHOLD <br />`^ <br />COMBO <br />SEE DETAIL AR <br />4' STEP <br />2' <br />1 3b'x22' ATTIC I <br />NOTE: W.H. SHALL BE ELEVATED <br />FOY <br />L ACCESS J <br />MN 18' ABOVE GARAGE FF. WV <br />OPTION GAS WA ONLY <br />7 <br />(SIM. W/OUT UPLIFT <br />I SEE NOTE ri FOR <br />LAV. <br />MORE INFO) <br />SIR <br />Q <br />N <br />+2L4 <br />/ -23 <br />— — — <br />— — — <br />e <br />3 CAR GARAGE <br />D <br />413J <br />8 <br />c+l <br />N <br />/ <br />304' x 204' <br />LINE OF GARAGE DOOR <br />8'-0' CLG. <br />LINE OF GARAGE DOOR <br />N OPEN POSITION <br />N OPEN POSITION <br />— — — — — — — — — <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />ENTRY <br />I <br />BEDROOM 3 ` <br />K <br />I I <br />I K I <br />I <br />K I <br />124, x 11'-0' <br />s4 <br />S <br />54 <br />I6'-0' x T-O' OR GARAGE OR <br />1 I 8'-0' x 1'- <br />' O.H. GARAGE DR I <br />e <br />+21.4 / -23.8 <br />+13J / -258 F'SF 145P1PHI <br />, <br />� <br />— <br />*ASS <br />+223 / -253 <br />PSF I WOMPH ® 2 <br />PSF 1140MPH <br />+248 / -21.0 <br />A <br />+242 / -21J PF <br />114M <br />261 / -29D <br />PSF I 145MPH I53 <br />2'4' <br />I6'-0' <br />2'-0' <br />8'-0' <br />-0' <br />3'-4' <br />'-0' <br />6'-8' <br />29'-4' <br />2'-0' <br />5'-4' <br />13'-4' <br />01 50'-0' <br />I FLOOR PLAN <br />SCALE: 1/4'=I'-O' <br />DIMENSION CONVENTION <br />BALL & EXTERIOR OPENING DIMENSION <br />-OUTSIDE FACE OF 8" <br />NOMINAL BLOCK <br />4" FRAME WALL U.N.O. <br />N <br />LMGr=ND <br />VERTICAL REWORGMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN <br />GROUTED CELL TYPICAL UNA.t HOOK INTO TIE BEAM AT TOP <br />FOOTING AT BOTTOM) <br />FILL CELL TO ONE COURSE ABV PIPE (No REBAR) <br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT <br />TO BE FILLED UNLESS SHOWN ON THE PLAN) <br />8'-0' TOP OF MASONRY <br />V-4' TOP OF MASONRY <br />BEARING: WALL 2X STUDS i 16' O:C. W/ 1/2' GYP. (UNA. ON PLAN) <br />50 <br />2X STUD W/ 1/2' GYP. (UNA. ON PLAN) <br />FLOOR fi�L'4N NOTES: <br />1. SEE PRODUCT A99WVAL SHEETS FOR DOOR AND WINDOW TABLES AND <br />INSTALLATION INFORMATION. <br />2. ALL PLUMBNG, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, <br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER <br />FBC 1103). <br />3. *-DENOTES EGRESS WINDOW <br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE <br />MANUFACTURER <br />5. EXTERIOR WINDOWS t DOORS SHALL BE LABELED WITH A PER'1MENT LABEL, <br />MARKING, OR ETCHING PROVIDNG TRACEABILITY TO THE MANUFACTURER AND <br />PRODUCT. <br />6. LISTED WND PRESSURES AT EACH OPENNG ARE ALLOWABLE STRESS DESGN <br />A <br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE <br />DIVIDED BY 0b. <br />53 <br />1. OPENINGS BETWI=EN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID <br />WOOD DOORS NOT LESS THM(13/8' N THICKNESS, SOLID OR HONEYCOMU3-CORE <br />STEEL DOORS NOT LESS THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS. <br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS <br />SEPARATING THE DWELLNG FROM M GARAGE SHALL BE CONSTRUCTED OF A MIN. <br />_ <br />NO.26GA SHEET STEEL, I' MNIMIM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT <br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENNGS INTO THE <br />GARAGE <br />STRUCTURAL NOTES <br />0 PROVIDE (1) # 5 CONT. IN S' P.C. LINTEL t (1) • 5 IN 8" K.O. BLOCK ABOVE, <br />a <br />FILLED SOLID WITH GROUT. <br />r w <br />0 PROVIDE 8' P.C. LINTEL t (1) 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/ <br />r <br />GROUT <br />O3 PROVIDE lU # 5 CONT. IN 8' P.C. LINTEL W/ 2' RECESS / (U • 5 IN 8'KO. BLOCK <br />ABOVE, FILLED SOLID WITH GROUT <br />® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT <br />4.5. <br />O (3)1x4 COLUMN W/ 4-8d TOENAILS TOP t BOTTOM <br />N <br />O6 (2) 2x8 SPR HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD • EA <br />END OF HEADER <br />O ALKN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM <br />OS (2) 2X8 SPK BEAM W/ USP WOO o COLUMN t USP THD28-2 MASONRY <br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE <br />TRUSS <br />O9 (2) 2X8 SPK BEAM W/ USP THD28-2 HANGER a SIDE BEAM, <br />USING 6-16D t b-IOD NAILS, AND USP WTW20 i INTERIOR COLUMN <br />O 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0 <br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. <br />FOR ANCHOR BOLTS <br />NOTE: <br />L POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH I <br />REIrFORCEMkNT INFO AS INDICATED ABOVE (REFER TO POWER Box LINTEL CATALOG FOR <br />MORE INFO) <br />ISSUANCE OF PLANS FROM THIS DESK>N£RS OFFICE SHALL NOT RELIEVE THE <br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND <br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY <br />CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DMENISIONS, OR ADHERENCE TO <br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE <br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO <br />ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER <br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />00 <br />LO <br />r— <br />■ft <br />