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Home My WebLink AboutBuilding Plans1 1 2 I 3 4 1 5 1 6 7 8 1 9 1 10 11 12 13 1 14 I 15 1 16 N M L l J H G E C n 1 1 2 1 3 G®4 SCALE: NTS. BAR I c WETBAR L I 211 TUB. 2 �5� 211 211 1�r �� 21I 5 WRY \ 311 r 211 1 211 MASTER311 LLI1i 211 \\\ SUITE 3" 311 n 1ir C LAV. � 311 C n 3 a WC sHWR SJ b �00 \ 211 a7�i 2 fir SINK 1i SINKGUEST TT SUITE jS21I KITILHE o VEG. BINK C n �n WASHE C 1,, 2"R 2" 11 LAUN RY Ir 311 LAV. 311 WC 5HWR \ 211 `GUEST SUITE s �4"Co. PLUMBING RISER DIAGRAM A®4 1 /4"=1 '-0" 4 5 F'T' 1 C2 TYf=. 34'-411 4'-011 4'-611 4'-0" 4'-0" _ 4'-0" 4'-0" 4'-0" 4'-0" 1'-10" Ns G1 TYP. (01-011 A", lli 9 4' STUB OUT PLUM FORFUTU ING 26'-10" CABANA BATH N m 7" THICK CONC. SLAB w/ 6"x6" 0/10 WWM ON (o MIL VAPOR BARRIER OVER TERMITE D-1 3, -REATED WELL COMPACTED FILL C2 T1'P. ■ I:•rim.. d SLOPE TO 2" RAIN DROP Ln MINIMUM FINISHED FLOOR ELEVATION SHALL BE 18" ABOVE CROWN OF ROAD OR HIGHER AS MAY BE NECESSARY IN ORDER TO MEET FLOOD ZONE AND OR HEALTH DEPT REQUIREMENTS, TERMITE TREATMENT REQUIRED ANY WOOD COMPONENTS BELOW FLOOD EL YATi N MUST BE PRESSUFIE!au v 1 "• `1 ., 1�,,, 4-611 •I r L-1 •m0. -r--. :; .�. —• 30'-4" 4 -0 " 6" THICK GONC. SLAB w/ 6"x6" SLOPE TO 2" RAIN DR . 10/10 UWM ON 6 MIL VAPOR h /2 MAX. 6 0o BARRIER OVER TERMITE ;I,' 7 TREATED WELL COMPACTED FILL '- C2 , - O 1 c1' 'f. i4 Fo�. F30 1'40" 4'-0" 4'-011 4'-V 00 4'-911 3'-IS" 3'-6" 4'-6" 2'-6" 3'-1011 21-411 314011 IT-O" 34'-0" 4'-0" FIRST FLOOR SLAB PLAN on 7 E'3 �7 10 12 13 MF RZE PLAN 3000 PSI GROUT VERT BARS ABOVE EXTEND BARS FROM BELOW OR HOOK INTO BEAM STD ACI HOOK AT TERMINATED BARS VERT BARS PROVIDE INSPECTION 'KNOCK OUT' IN BLOCK PER CODE AT INTERMEDIATE LEVEL. GLEAN OUT OPENING 8'-0" OG WHERE WALLS ARE GROUTED SOLID 4 AT REBAR SPLICE IN ALL OTHER CASES. (TYP) ELEVATI❑N NOTES: 1 GROUT WALLS IN 8'-0" LIFTS MAX. 2-SEE PLANS FOR LOCATION OF REINFORCEMENT AND EXTENT OF GROUT. G-- 4 REINFORCE MASONRY WALL SCALE: NTS. FO-UN ATION NOTES: 1 FLOOR SLAB TO BE 6" THIGK POURED GONGRETE SLAB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VISGUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2 GONGRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 3000 PSI GOMPRE551VE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5", 3.RE I NFORGI N G STEEL SHAL L BE A_, TM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3", TOP 2" SIDES TO BE 1 1/2" CLEAR. COVER FOR SLAB TO BE 5/4" MIN. 4 ALL FOOTINGS SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5 ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AGGORDANGE WITH NOTE A-F. STRIP A FOOT OF EX15TING 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL A. DELETERIOUS MATERIALS MUST BE GOMPLETELY REMOVED. B GOMPAGT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. AFTER EXISTING GROUND REAGHE5 MINIMUM DEN5ITY OF C15%, FILL SHALL BE PLAGED IN TWELVE G. (12) INGH LIFTS AND GOMPAGTED TO ACHIEVE APPROVED C15% MODIFIED PROGTER BEFORE NEXT LIFT 15 ADDED. D FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. VERIFIGATION OF TEST FOR MODIFIED PROGTOR AA5H0-180 SHALL BE FILED WITH BUILDING E. OFFICIAL. 6. GENERAL GONTRAGTOR SHALL BE RESPON51BLE FOR VERIFYING LOGATION5 OF ALL GONGRETE FOOTIN(55/PAD5, LOAD BEARING WALLS, 5TEEL/GONGRETE/WOOD GOLUMN5, WOOD HEADERS, GONGRETE BEAM5/TIE BEAMS AND HE16HT ELEVATIONS OF EAGH WITH TRUSS MANUFAGTURER'5 DRAWINGS BEFORE THE POURING OF GONGRETE FOOTIN65/PAD5 AND SLAB. COORDINATE A/G , MEGHANIGAL, ELEGTRIGAL 8 PLUMBING PLANS FOR REQUIRED OPENIN65 IN -7. SLAB. 8. SLEEVE ALL PLUMBING PENETRATIONS. a. SEE ATTAGHED AUGER CAST PILE 5PEGIFIGATION COLUMN SCHEDULE cl ■Q REINFORCED MASONRY COL. w/ 1-"5 m VERT. FILL w/ 3000 PSI CONIC. O 12x12 REINFORCED MASONRY COL. w/ 2-06 0 VERT. FILL w/ 3000 PSI CONIC. G3 8"x12" POURED CONIC. COL. w/ 4-"5 0 VERT. w/"3TIES 8''O.C. C4 8"x16" POURED GONG. COL. w/ 6-'S m VERT. w/ 03 TIES a 8'° O.C. LLJJ RINKER T999 �2EINFORGED MASONRY CO),__ w/ 2-% 0 VERT. FILL w/ 3000 PSI CONG_ 14 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. - e3 g O M �� f x�m t � r fir.+ i � f a�' Nil �� .51 �: fl � ' 5 16 Lj LiJ\y\_ M_O a L1 r� �, v m M W LJ Z N �npm Z cn �nMm z of O, 1 1 to 0 Ll z Vino, N W a Z M z Jm J J 0.", :D � n Z ° W (n � z W ° Q O �maLL zz z zW 0 0 0 � J Q O it Z •� N I W W 17 ��,.. L O W W W V 0 Z x z Q s U IL C)LO — O Q n 1- ° - W 0 3 m I ar a- Inz� • ° N 0 z_ ~ z v o W 0 N } .. Z W ° J Ir m W z 0 0 a 101 0 F0 Q IA 0 o a oN a- o.0= � CDz C) U I J Q 0 -0M ZO _J ; ~ Ga QUO 0 a m 1--`1 a O (J-) <:C aF. U m m Z E ra E� o 1 1 _ Oo o° n d W Lm c r � V r ►0 W o J C. w W z o O �� E J J �o cn MCI CQ o U U N D �JJ �n n 1� Drawn by. MOH HA Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 BUILD'G DEFT. 09/01/06 Sheet No: LrV�oLS of --sheets 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 50'-0" WALL TYPES NI'-4" 8'-8" 40'-0" I14011 ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH W 1 SIDES OF 3 5/8" METAL STUDS @ 24" O.C. 25 sH. 211 zl2 24 SH. _ OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. may- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ---------------------------------- ONEO LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 M @ N O O I 2m1 �' _ BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. a EDITION 2001 (SEE PLAN FOR WALL SIZE) Ln 10'-0" " 10'-8" 3'-0" 1'-10" 2' 10" 2' 0" ' 12'-6" 23 A ING 2m I 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON 3 EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF KITC;—INN I T GUEST RrM 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. 1 42" HAND RA L TO I °' e I REJECT A 4" SPHERE TYP. - NOTE: NO GYP. BD @INSIDE OF CHIMNEY 4 ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. N rn+, 2'-1" WOOD FURRING @ 16" O.C. W 4.2 INSULATION ON 4'-4" - , I m I Im 2mz - INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" N CONCRETE BLOCK. ■ 080 SLOG D �` VERIFY W/ MANU ACTU tr -Lo � 5/8" STUCCO ON 8' CONCRETE BLOCK, FOR ACTUAL PENINCs DRYER VENT TO 2 -4 2 -0 NL Cn TSIDE PER FRC.1501 "` II `r O `� GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" 38535H. _ _ 11 21m UL. APPROVED ISOKERN — — ; ; O 2880 9'-7' ■ MISC. NOTES: MA55ONRY FIREPLACE W/ o - e u GLASS DR < COMBUST. AIR O�r5T ,� i-i 20 _ I. ALL GLASS IN DOORS ALL SLIDING GLASS DOOR TO BE TEMPERED. K °�' ■ UL. APPROVED INSUL. I I �' < 0 METAL "FLUELESS" 23 AWNING 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED ® 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR TOP OF TRUSS - 38535H. 61 V IN �OOM �/ — — —\� ■ In SHOWER ENCLOSURE SHALL 5E SAFETY GLAZED WHERE LESS THAN EL. SEE PLAN � 60" ABOVE FLOOR OF TUB OR SHOWER USP. RT16T ��'4Z 20 -8 3'-8" 3'-8 ¢ _1 ¢ 5'_1" D-1 4. ALL BATHROOM FLOORS 4 BASES SHALL 5E IMPREVIOUS MATERIALS W 4 16 P NAILS 3/4" EXT GRADE PLYWOOD _ EACH END - J 4, 5. ALL FIX GLA56 SHALL BE 1/4" THICK (U.N.O.) e Zx4 RIBBON IN NOTCHED � ■ � 42" HAND RAIL TO FLOOR TRUSS W/ (2) ibd g 24" OC. REJECT A 4" SPHERE TYP. 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK J TOP OF PLATE — — �r WITH 2x4 SOLID RABBETED JAMB, OR A G-LABEL METAL DOOR AND 38535H. ; JAMB. DOORS TO HAVE SELF CLOSERS. EL. SEE PLAN 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING �n 11'-4" _ I I I I I I ¢,_6„ THE WALLS OR GEILINCxS SEPARATING THE DWELLING FROM THE GARAGE (2) 2x TOP PLATES. WHERE LAP K, R. +T - 24 T 2 SHALL BE CONSTRUCTED OF Al`111NIM NO. 2ro GAUGE (0.48 mm) SHEET SPLICE REQUIRED, 4'-0" MIN LAP 7'-0"04' TRSM 1 41' + 4 " + 10' 2 2 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS SPLICE W/ (18) lbd NAILS STAGGERED- ■ ■ ■ IN TF INTO THE GARAGE. (F.R.G. 2004 R-309.2) PROVIDE "USP" SPT"STRAP W/ 214 I%35 SN. 20 1/235 5H 213 25 SN. 2 25 S►I. 2m TOP 2rD'-m" (4) 8d NAILS EACH SIDE. 25 SH. 2m 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 1501 4 1506 SIDE. 2x BLOCKING BLOCKING C { (MAX SPACING: 9 8'-0" OC) 46'-0" 4'-0" 50'-0" WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 5Q.FT. IN AREA W/ THE BOTTOM OF G-1 INTERIOR BEARING G' 4 SECONDfl H LEVEL V � L, E OPENING NOT MORE THAN 4411 ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE N.T.S. WALL SECTION 1 /4"=1 '—O" FINISH FLOOR AS REQUIRED G VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 2x BLOCKING: (MAX SPACING 6 8'-0" OC) WALL WHERE 50'-0" UPPER BEARINGESEPt�NS NAV '-m" , „ ACCORDANCE E BEEN REVIEWED SHOWN ON PLAN. 34 -4 NCE WITH THEFLO 2x BOTT PLATE. T-S„ D1NC CODE RIDA PROVIDE "USP SPT"U" STRAP W/ F (4) 8d NAILS EACH SIDE. "% 34 SH. im2 HB = H6!. v '� EL, OF TRUSS ■-------------------------------------------------------------- ■ ■ ■ ■ ■ ■ ^~? SEMCO RGTPGA 816 EL. -SEE—PLAN I - ■ ► ijC►E 3/4" EXT GRADE PLYWOOD I ��►� DING DIVISIONW/6 16 P NAILS ; I 21� ■ � REVIEWED EACH END I FOR C 2x4 RIBBON IN NOTCHED j 10 JTORRAG RE.VE►EW s ANCE Dto FLOOR TRUSS W/ (2) Ibd 6 24" OC. PLANS AND PERM►t TOP OF PLATE ; ■ - t MusT -SE ICt) EL. SEE PLAN � I � d_..._ No (NSP�E,• TlKEG HIILN,„'1G13 OR THi a 1" UCT t (2) 2x TOP PLATES. WHERE LAP � � ; ��;� � ^ , ie r"rE m�AS SEE • -� R 2 v,i V.r ��sI�rE SPLICE REQUIRED, 4'-0" MIN LAP I _ ANiFEIC t�: FE III COMiFN D SPLICE W/ 118J Ibd NAILS STAGGERED. cO 5' 0" 4' 26'-2" 1® ; _6ONE nF, ;,.; , PROVIDE "USP SPT"U STRAP W/ _ _ tuTen�'1 ors,: (4) 8d NAILS EACH SIDE. I ■ `r GARAGE i 1 wlwnsr�=a€ ►a3 >, r ;„ I ; � o I a �►c:ric;r� ■ i t i9P,llk.;;. i' FIESIS PANG ► '.%2_tsa7.Il>2 x —1 INTERIOR BEARING 5'-2" 11 sir,►.1 e VERIFY W/ M !FACTURE zo FOR ACTUAL 1PENINGs SLEEPING ;p>�MS PROVIDE AN EGRESS N.T.S. WALL SECTION WINDOW WITH A NET CLEAR OPENING COVERED fi='>4TI0 lm B,4C� I�� — — —/� c� 5 SQ.FT FOR GROUND FLOORS . 5TOR,AGE I \ / I - s•'sQ, T FOR UPPER EL®Ores. OPENINGSSHALL NOT BE LESS THAN 24°9H OR 20„W ■ I— I :ILL NOT MORE THAN Esc !Inc 2x BLOGKINC� WH (MAX SPACING is 8'-0" OC) i . I / / \ \ I NOTE 6 A-1 1 4,1W Ell ■ 2x WOOD STUDS I J i C (SEE PLAN FOR SIZE 4 SPACING:) `4 1 102 1 1 1 1■ USP SPT "U" STRAP - W/ (4) 8d ®EACH LEG I e PR 2880 ■ `� ANT FOYER = I I I rACCU #I rAGGU *2 I OPEN ABv THESE PLANS /2 ?x8'LONIs EXPANSION ANC!-IOR ARE StIRJECT TA(jpCORRECTIONS SaR,y 6 36" OC W/ YxYxl/4" FLAT STEEL I�EF� �' I .41' =I 101401 I I ' ALL PROPOSED �� ' i PAIR 3 FREN H ANY CORRECT .tt �► RECUIREp BY FIELD INSPECTORS THAT WASHER (b" FROM ENDS 4 DOOR OPENINGS) I I III I I r� III STORAGE 1-II RI E �I7. " I W/ 6018 f1l5oM APv - %";Y L EDcYFIE D IN SPRIER S EMBEDMENT MIN 5 I/2". I (R.I +t -I 24I T 2 ) r� L — _ — L — — — J _ I ! C:GMPLY WITH ALL APPLICABLE CODES. u EL SEE PLAN _--------------------------------------------------------- 4 = 211821 ----------- -, .- u � 5 I I Ell >'Kbw P f 6 im1 r a 4" GONG SLAB ON ;. 6 MIL VAPOR BARRIER Mil 4'-3" k .., 11 ON COMPACTED FILL T sic x �V x N" �x FOOTING (SEE SCHEDULE) � � 2� � 34-4I 'Ia ► >: ;. A-1 INTERIOR REARING ,�®� �i RST ��V�� FILE G �- GENERAL NOTES S WAL SECTION @ SLAB 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 `v Li W \+ N _ Lu •- � Ika14 w W W z ,7 N FamM W) (D Z iw CD �MM� 0 z O W W W a1 U'`,m N W C� Z O Z z w .-a) aZaM D z J m JIr W tli~ern N 0 LLJ � (n n < v X U Q O of -oaa C) m �o mQ Z W x W m w 3 L Z • cz Z W'No�N W" " LL O Q O O O m�CO >_ 0 M CL 0-' 0 fn o w Q J t` O (n W NZO no2Q Q e V W 0 Z NmaL� o :D Of K a Vo J d W m U =d W V, 0 a_ Qm • Lu „ E >_a W QU Z J W z Wm 04 H Z� ao l- o Q N (� a o;r i iL U Qy Z —1 <_ o °z ' 2;1- Gaup mva ova ao0 CD a, a V f O m u Q I J n z 0 �Q E` 0 0o O t C % d _ - O F O U U Q o w LU z CD 0 O Lu E J J Cn W p o o� w U N w D Cn �ftm Drawn by. MOH HVN Project No. Cadd File NO.: DATE CONST. DEPT REV. 1 07-8-06 PERMIT SET F - Sheet No: A4, I of --sheets C 0 IUA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 DESIGN PRODUCT I have reviewed the below and approved it ( Engineer or Architect of recored) MK SIZE LOCATION TYPE MODEL MANUFACTURE Cal -ASS PRESSURE PRESSURE ATTACHMENT Name. James Bushouse PE. ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 101 PAIR 3080 FRENCH ENTRY DR 0) ® PCM DP10/31 PALM CITY MILLWORK IMPACT +54b / -69.0 460 / -80 ATTACHMENT I Registered Engineer #2m311 W/ 6030 TRANSOM ABV N �2 PrsT-101 PST IMPACT +58.1 / -648 +648/ -648 ATTACHMENT 3 Structure Engineer of record Signed and Sealed Ix6 PT. BEVELED BUCK ATTATCHED 2x4 PT. BEVELED BUCK A?TATGNED WITH 'IT" NAILS 6 12" O.G. THEN WITH 'IT" NAILS 6 12" O.C. THEN 1® 2880 FRENCH HALLWAY ® SW-150 PG•T• IMPACT +562 / -62b +10.0/ -80.0 ATTACHMENT I PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENTS) SI SUPPLY BY MANUFACTURE ATTACHED DOOR ASSEMBLY WITH ATTACHED WINDOW ASSEMBLY WITH 103 PAIR 2880 STORAGE CO sw-150 P.G.T. IMPACT +58.1/ -118 +10.0/ -800 ANNAM CORPORATION TAKE NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. 114" x 4" LONG (MIN.) EMBED) TAPCON 3/16" x 4" LONG (MIN.) EMBED) TAPGON CONC. SCEWS 4" FROM EDGE 13" O.G. CONC. SCEWS 4" FROM EDGE III' O.C. Imo 2880 STORAGE© SW-l5m P�s.T. IMPACT +562 I -62b +10�/ -800 REMAINDER, THROUGH DOOR A55EM- REMAINDER, THROUGH WINDOW A55EM- 105 I6'-0"xs'-0° OH. © DECADE II RAYNOR +52.0 / 43b +log/ -W.0 ATTACHMENT 2 BLY AND BUCK, TO THE CBS. JAMB OR SLY AND BUCK, TO THE CBS. JAMB OR IQ BUILDING PRODUCT PER MANUFACTURES INSTRUCTIONS. PER MANUFACTURES INSTRUCTIONS. PRODUCT MODEL MANUFACTURE ATTACHMENT cn 201 6m80 SLDG GS DR LIVING ROOM Op sGp-10R P.G.T. 3/16" IMPACT +55b / -62.1 +648/-648 ATTACHMENT 3 DESIGN PRESS. DESIGN PRESSURES ROOF 5 V. CRIMP "9 X2" METAL ROOFING SEALING WASHER SCREWS IN THE CROWN OF THE INVERTED V RIB M 00 20 8080 SLDG GS DR DINING RM O 5GD-10R P.G.T. 3/I6" IMPACT +52.0 / -63b SOUTHERN METAL MANUFACTURE +648/-648 METAL ROOF (SEE PRODUCT APPROVAL FOR MORE DETAILS) +51 / -51 ATTACHMENT 2 GARAGE DOOR Q MULLIONS SH MK-40 %T 10 F.H. SMS STAGGERED ON BOTH SIDES AT MULT. MIN. 33/16" TAPCON (2) WITH 1/2" EMBED TO CONC. +51.1. / 44.0 400,140 2x6 PT. TO CONCRETE WALL WITH P.G.T.3/I6" IMPACT +55b / -62.1 +648/-648 FIRE -PLACE 1/2" DIA. EXPANSION BOLTS O 301 6080 SLDG GS DR LIVING ROOM p SGp-10R - - UNVENTED INTERNATIONAL (SEE INTALLATION, USE AND MAINTENANCE MANUAL NOT APPLICABLE NOT APPLICABLE O O 16OKEW WARNOCK HERSEY s 16" O.C. Ilo" EMBEDMENT SEE GARAGE DOOR DETAIL M-14 X W 401 PAIR 2868 FRENCH AO sW-150 P.G.T. IMPACT +562 / -1210 +10D/ _80,0 ATTACHMENT 1 PAIR 2868 FRENCH AO sW-l50 P.G.T. IMPACT +562 / 4210 +100/ _80.0 4�0 PAIR 2868 FRENCH ® SW-150 PJG•T• IMPACT +562 / -12b +10.0/ -800 L -1 OPENING ATTACHMENT 40 PAIR 2868 FRENCH O sw-150 P.G.T. IMPACT +562 / 42.6 +102/ -Sm.m CM )K SIZE TWK TYPE FIN. MAT'L FRAME THRH REMARKS = ' i`I11 1 2880 13/8" A paint sK .c. Wd. wood I I I N.T.S. 2 288m 1 3/4" A paint S.C. Wd. wood 20. Minutes and provide closer / garage 4 house \ r 1\� 101 25 SH. FOYER IO PGT-101 PG-T. IMPACT +60.1, / 46A +bb.l ,/ -69b ATTACHMENT 3 3 2880 13/8 A paint s.c. Wd. wood ®veriFy w/ elevator contractor For size require. / I r-ry �IyyI 10 1/2 34 SH. STORAGE 10 %T-101 IMPACT +59b. / -193 +6(6.1 11 -80.0 4 2880 1 3/5" A paint S.C. Wd. wood ® veriFy w/ elevator contractor For size require. ` o 1 1 i n _ 1 11 5 3080 bifold 1 3/8" D paint S.C. Wd. wood I i If II 201 23 SH. GUEST RM ® PGT-l01 IMPACT +62A / -83.6 466.1 / -80.0 6 2880 bifold 1 3/8" D paint S.C. Wd. wood \ i r/4- III K m 202 (2) 25 SH. FOYER O IMPACT +51.1. J -64.0 466.1 / -69b l 2080 bifold 13/6" D S.C. wd. wood -- 73 IMPACT GLASS 23 SH. GUEST BATH 4 +62.4 / -61.1 +bb.l / -80D Z 20 8 288m 13/8" A paint S.C. Wd. wood marble marble thrh. � bath only O 25 5H. STAIRWELL 1 IMPACT +60.1. l -66.4 466.1 / -69b P' B EXT. STUCCO 00 20 O 9 2880 13/8 A paint S.C.W. wood CONCRETE 20 25 SH. STAIRWELL O IMPACT +60.1. l -66.4 466.1 / -69b 10 8080 dbl bF 13/8" D paint sc. Wd. wood BLocK IMPACT 460.1. / -66.4 +bb.l / -69b 20 25 SH. STAIRWELL (DII 3080 biFold 1 3/8" D paint S.C. Wd. wood 50L10 GROUT � 20 1'-0" x 1'-4" FIXED LIVING ROOM 10 IMPACT +55.9. / 42.4 +80.0 / -80.0 12 2580 1 30' A paint sc. Wd. wood marble marble thrh. a bath only 1/2" DIA 20 3863 SH. LIVING ROOM 10 IMPACT +515. / 403.8 +66.1 / -69b 13 26W 1 30' A paint S.C. Wd. wood \ \ J EXPANSION BOLTS 2m 3863614. LIVING ROOM IO IMPACT +515. / -638 466.1 / -69b 14 2680 13/8" A paint S.C. Wd. wood AT 16" O.G- ro" EMB DOOR RECESS 210 3853 SH. LIVING ROOM IO IMPACT +515. / -638 +bb.l l -69b 15 2880 1 3/8" A paint s.c, Wd. wood 211 25 SH. DINING ROOM 10 IMPACT +60.1. l -66.4 +66.1 / -69b p DOOR STOP I6 2880 13/8 A pan sc. wd. wood marble marble thrh. a at only z 212 24 5H. KITCHEN IO IMPACT +61'. / -612 +66.1 / -80Ja p 11 2880 1 3/0" A aint SIC. Wd. wood TREATED �� n 213 I/z35 SH. LIVING ROOM IO IMPACT +59b. / -193 +66.1 / -800 18 2880 13/4" A paint s.c. Wd. wood ® veriFy w/ elevator contractor For size require. 2x6 NAILER 214 I/z35 SH. LIVING ROOM 10 IMPACT +59b. / -193 466.1 / -WE � 19 2880 13/A" A paint Oz. Wd. wood O O DOOR- H SEE SCHEDULE 20 2680 bifold 13/e" D paint sc. Wd. wood 301 24 5H DEN/GUEST RM ® PGT-101 IMPACT +61.1 / 46.4 +66.1 / -80E 21 2668 1 318" A paint s.c. Wd. wood marble marble thrh. a bath only DOOR TRACK BY DOOR MFR 30 (2) 25 SH. FOYER 10 IMPACT +51.1. / -64.0 +66.1 / 40910 DOH01-02 ee 30 24 SH BATH 2 ® IMPACT +61.1 / -612 +66.1 / -80.0 30 4080 FIXED STAIRWELL 10 IMPACT +515 J -638 +66.1 / -WE O He 1 GARAGE DOOR JAMB 30 25 SH_ STAIRWELL 10 IMPACT +68.1. l -66.4 466.1 / 4.9b 30 OMI OMIT N.T.S. 30 25 SH. STAIRWELL IO IMPACT +68.1. l -66.4 +(.6.1 / -69b G 30 25 civil. MASTER BEDRM O IMPACT 468.1. / -66.4 466.1 / -80D 30 3853 SH. MASTER BEDRM O IMPACT +515. / -638 46(0.11 -WE 310 3863 S4•I. MASTER BEDRM O IMPACT +515. / 4038 +66.1 / -eog Ix2 P.T. FURRING W/ INSULATION 311 3853814. MASTER BEDRM IO IMPACT +515. / 438 +66.1 / -80.0 1/2" GYP. BD. 312 2-3853 SH, MASTER BATH O IMPACT +54.1 / -608 466.1 ,/ -80D FINISH _SEE CONCRETE o - G -1 0 INTERIOR DOOR & OPENING SCHEDULE -- 6LOCK � 313 385: SH• MASTER BATH I IMPACT +515. / -638 +bb.l l -Sm� SEE 's' DWGs. EXT. STUCCO n 314 24 DIA. FIXED MASTER BATH O3 IMPACT +62A. / 41.1 480.0 / -WE F FOR SUCK ATTACHMENT 315 24 DIA. FIXED W.LC. O3 IMPACT +62.4. / 41.1 +80.0 J -802 N . T. S . O a CORNER BEAD W 34 5H. STAIRWELL 20 PGT-101 IMPACT +59b. / -193 +66.1 J -WE 1 I/2" GYPSUM BOARD SEALANT X 23 5H STAIRWELL O IMPACT +62A / -61.1 +bb.l ,� -80� ON FOIL BACKE ALUMINUM FIXED GASS SEALANT 11l INSULATION SYSTEM WITH ALUM. ALUMINUM 40 23 SH STAIRWELL 20 IMPACT +62A It _61.1 6.1 / -80.0 SILL PIECE WINDOW -SEE I"xP.TFURRING CONT.SEALAN 1/4" 6HIM SPACE SCHEDULE 40 23 SH STAIRWELL10 IMPACT +62AJ -61.1 +66.1 / -WE MARBLE STOOL SE CORNER BEAD IN GROUT BED CONT-SEALANT ANDEIACKER 40 1'2 34 SH. STAIRWELL 10 IMPACT +59b. / -193 466.1 / -80.0 5/8" GYPSUM BOARD Vx E 40 23 SH OVERLOOK O IMPACT 466.1 / -80.0 +62.4 / -61.1 CONT. s aL,aNr BUCK - CONT. SEALAN � � 2"xP.TW1000 40 33 SH OVERLOOK O IMPACT 461.0. / -66b 466.1 / -80.0 � d ',I-b 1/4" SHIM SPACE d d BLOCKING ON O � �� PGT(OR EQUAL) w4L01-084 IR" GYPSUM a,. POURED CONCRETE SILL / - _ � r --- CASEMENT WINDOW BOARD ON I"xPT ; 40 33 SH OVERLOOK 1 IMPACT +bID. l -66b +66.1 800 50ARD Aa go 33 SH OVERLOOK O IMPACT +61.0. / 66b +66.1 ,/ WE CONT. SEALANT • d ° STUCCO FINISH R42 FOIL BACKED- INSULATIONv CONCRETE MASONRY UNIT „{ .• v 4 : STUCCO FINISH D-1 S. H U NG WINDOW® TAD D N.T.S. JAMB SIMILAR D-1 0 FRENCHDOOR JADviB D-13 FIXED WDW. SILL NOTE: 0) EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 11/2" N.T.S. N.T.S. HEAD, JAMB SIMMILAR INT. VERIFY EXT. C ALUMINUM - WINDOW -SEE ' SCHEDULE I I I II I I I II -- SEALANT / i k ii 3-3/4" 3-3 44" CAULK CORNER BEAD 1 I"xP-TFIIRRING ' • e \ O 11II 01Ir y1I -4 DOOR -SEE 1/2" GYPSUM BOARDCAUL I C� N -O IL BACKED MARBLE NSULATION STOOL I 1 I I I Q ' 9 d CONCPOUC.. SILL \ I I%L Ij WISH- CONCRETE MASONRY UNI I ✓ I I II SEE DULE� ALUMINUM :. • d ' \ I / L _J__ I I TREAHOLD SEALANT STUCCO FINISH Q - - - - - J I TEMP. p 2"x P.T.WooD BUCK tD O CONT. SEALANT XT. PLASTER GLASS B C D ( a ^ PGT(OR EQUAL) 11/2""�GY R BEAD EPBUM BOARD I \ ® CASEMENT WINDOW CONT. SEALANT FINISH -SEE -"J' CONCRETE I/8- �-�� I/4" SHIM SPACE SCHEDULE BLOCK NOTES: Ix 2 P.T. FURRI W/ INSULATION 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. WAL03-02A 1/2" GYP. BD. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3 4 CIPRESSOLE 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) Is SUPPLY BY THE MANUFACTURE C O F1LkER CONCRETE SLAB ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. DTHM-vi A A-1 S- BUNG WINDOW. SILL A-4 EXTERIOR OPENING SCHEDULE A-1 0 FRENCH DOOR SILL A 13 FRENCH DOOR DEAD N.T.S. AT CONCRETE WALL 1 /4 =1 -0 N.T.S. N.T.S. 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Li 0Y \Q'0� N - [if W � \ n _ O LU L LJ Lyj r� v m n Z C5 �nnm 0 Ld D z p w W Z 0, I n I 0 �Z�n Z V) :D z z W 3 00 __ J m J UJ U) u Cr) :Dw ��kn Z O LLJ V) Z U) `-ax U Q 0 W It �oaLL m M L z • • (9 ~ LLJ w Q 0 L ` O a O Z Z Lo rrnrn� �d Q a^� 0� 0 a Q �W > • 2 mv�p V n a Z 3 z ..'n t� LL, Q , J � O V) - z N}OX Q o Z Q U m° J L1J v N = . w U N O Cie 71� a- v am • W y (� Z o Z >- a W a0 Q Z �Z J Ld z � W � Q N N H 0 z m o a Q N �-�� 0 a ° x CD C ) � r o / ll / I a Q.0 v Z Z� a o L W dui G \\ a U 0 oUa \ aO O 0 < L� O U z M Z �MZ �Q CD �C ` 0o.. O L C 00 . m �Co H O U O U Q O F W Q z CD 0 �o co� E �V) pro CD CD Q O z � W N � D w I--- cn- Drawn by. MOH HVN Project No. Codd File NO.: DATE OS - - DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 BUILD'G DEPT. 09/07/06 Sheet No: AS.Au of --sheets C I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 USP TRUSS ANCHORAGE SCHEDULE NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF I N TE L SAFE LOADS A D S TABLE CAST- C R E TE ) OR EQUIUA�ENT HARDWARE PRODU :.,T C N CONFLICT EXISTS. MARK STRAP DESCRIPTION IONUMBE NOS UPLIFT Lbs REMARKS LATERAL Fl LATERAL F2 .A USP HTA20 (6) 1Od 980# 590 660 1TOP OF BEAM TOP OF BEAM CB_1 CB_I TOP OF BEAM %EL. 20'-4" to 20'-6 EL. 21'-0" LB-1 LB-1 EL. 21'-0" B USP HTA20 (9) 1Od 1480# 590 660 ■ ■ i E E i;i E;i;i;i;: i;i ■ ■ i l E i l;E i i;i;i;; i;E ■ ■ ■ ■ ■ 590 660 G10 it I (2P x USP HTA20 1500# C d I ANCHORIBOLT 214" O. 7 .. 4_7 _ p USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 AS1 ;I I I I L101 I III LE GE (T P.)M AS1 I I I I I I fU 0 AS 1 E USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 tU ;;;;( lu DIN RM KITCHEN BEDRM I I I I F USP RT16 (8) 10d E.E. 1030# 645 650 i - - - - I I 1 I II ■ � 9 CLG '�j -0 CLG 9 -0 CLG I MAR LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 5 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 81.18 D 5'-4" 1217 1016 411 8U8 E 5-10" 1062 909 340 SU8 F 7'-6" 743 727 424 81_18 G 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 81J8 `A "L" REBAR 7/8 WASHER 12 O.C. W/HEAD W/ R 1524 S D AND KNEEWALLS 3" LONG LOGO STAMP HOOP ev, OC. a - 1" IETAL LATE 4 WIRE FASTNERS - f=NEU-FAST CO. 2 01 REBAR APPLICATION SIZE TYPE SPACING REMARKS I' -loll O GB-� WIRE LATE -I MIN. UAGE W/ „ 101 - 1 SIDE LAPS 3502-3 SECT. DETAIL2 PENETRATION 9 APART 35042(CXbb) 16 GUAGE W/ 6" APART SEE S.F.B.0 SECT. 3/5" RIB MTL. LATHI MIN. 1 114" it 101 - 1 SIDE LAPS 35023 PENETRATION 9" APART 35042(CXbb) 1'-1ETAL ROOF TILES - ATLAS COLLATED NAILS APPL I GAT I ON SIZE TYPE SPAG ING REMARKS "10-12xl" PANCAKE GALS/- PER TILE SEE F.R.C. 2004 METAL E L ROOF HEAP WOOD SGEW OR MANFU SEC. R9053S W. "2 PHILL P I S A LE NT E S.ST L SPECS AND E 905.3 ROOF/WALL 5I—IEAT�4ING - ATLAS COLLATED NAILS T ` APPL I CATION SIZE TYPE 5PAC ING REMARKS m 1 _ I - n 5/8" ad EDGES - 4" SEE Sr-.B.C. SECT. e (APA 19/32 ") 2 I12" x .131" COATED ROOF- 4" 29022 l l I PLN SHK `U ALL ROOF / WALL SHEATHING NAILED 4" O.C. N'5IleiIto� I I OI I I NOTES: r N1-I 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT U BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS ��/ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. m B O � THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OR OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) DIAPHRAGM BOUNDRY TOP OF BEAM GB-9 TOP OF 5EAt TOP OF BEAM LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN EL. 0-9 FBEAM OFFSET EL 10'-b" EL 131- " DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL PL ra/0010 FLOOR/ ROOF SE-IEAR E TOP OF BEAM SEE ELEVATION TOP OF BEAM LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE EL. 10'-&" EL. 164o" POURED SOLID W/ BLOCK AND BEAM ABOVE A ADD 2-16d TOENAILS FROM _ 18" F OOR TRUS SYS EM (� USP RT24T OR RT24TF (5) 16d E.E. 900# 500 500 TRUSS TO WOOD BEARING I� I I III 16" O.C. fYPITL00 }� ADD 2-16d TOENAILS FROM USP RT24T OR RT24TF (8) 16d E.E. 1255# 500 500 _ TRUSS TO WOOD BEARING �t �y �� SLOPE 2" . I I„ USP HTT22 (32) 10d 5370# (1) 5/8% 12 E.B. - - !tl 0 1 I I I I I II✓ I�' 1 Off• I, USP USC OR EUSC 8 10d E.E. 11150 4 3.4" x 6" e.b. AT BEAM J U L J O # O TO OF BEAM 0 EL 21'-0° I I I I ^I 11 I I I rIi I� K USP HTR16 (2) (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 � ■ , � I I I I I III '� # � -l� L L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 Q G -5 TO STUDS & (2) 10d TO PLATES Ul -� BEAM SCHEDULE TO USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d 3965 3965M TO STUDS & (2) 10d TO PLATES I I I I ;■ '' CB = CONCRETE TIE BEAM WB =WOOD BEAM HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S I BATHRM cp I I I I I I III I \ / BB =CONCRETE MASONRY BOND BEAM STL =STEEL BEAM SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND I I I I I I \ / I 9'-0" CL LB =PRECAST LINTEL BEAM LAM =LAMINATED WOOD BEAM K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. ■ X \ I I I I I I loll I I I I I I I I I III j / �• I — 04 REBAR CONT. Notes: "' I. Where more than one strapis used, multiply the uplift Capacity b the number of stra s. I\ -'I ■ TYPICAL a 5 MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS • p y = p p y p [A „ I I I -= I I I I I ■ 2 •6 REBA Example. of straps 2D Mark 2xl240lbs 2450 ]CIS uplift capacity 9 0 G G ; u l I I I I I I I I I III STANDARD TIE BEAM 2. The uplift for each truss/girder is less than or equal to the uplift Capacity for the Ijlj 8" FL OR RUSS SYST M G-1 y = CB -I 8" x 12" 2- # 5 2- # 5 - MAY POUR DOWN TO TOP z�f_ specified anchor. 16" O.G. YPIC L I 1 OF WINDOW ADD 2 5 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means •II°� }' 'T Tom_'`; '' _ I I I I I I I I I I I III G-j' U J N ��I• .•, - CB-2 8" X 16" 2- # 5 2- # 5 that an unmarked trusses have an u lift range from 1 to 900 lbs). I _ _ y p 9 = i•`,':..`, 04 9 12" OC. J 4. All truss to wood connections to be MARK 1, unless otherwise noted. (This means that s ';� I I ■ 0 ;I• �I • 1" R EBAR GB-3 8" x 18" 2- # 5 2- # 6 #3 HOOPS ® B" O.C. LU any unmarked trusses have an uplift range From 1 to 1415 Ibs). m I I I I I I I I I I I ICD 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ ,� 0 ``I U I I I (2-2x8 FAT. W/ /8�x " I I I I I I I I I I I I I I I I I I GB-1 HOOP s6" OC. CB-4 8" x 24" 2- # 5 2- 5 2- 5 AN HO BO T 4 .G.) � # # #3 HOOPS Q loll O.C. engineers approval. p L DG R CT P.) I I I I I I I I I I I I LB-1 p 2 REBAR CB-5 8 x 30 2- # 5 2- # 6 2- # 5 #3 HOOPS ® 8" O.C. CB-S ■ B 0 8" x 12" 2- - # 5 2 6 #3 HOOPS @ 8" O.C. GABLE END TRU88 (IF APPLICABLE), sEE ROOF PLAN TOP OF BEAM CB -1 GB -1 TOP OF BEAM EL.21'-0" LB-1 LB-1 L10 EL.21'-0" D E TA L CB-, 8" x 18" 2- # 7 2- # 7 #3 HOOPS @ 6" O.C. W/ CANT. PROVIDE vs" SPACING L10 AT PANEL EDGES CB-8 8" x 12" # 6 2- # 6 #3 HOOPS ®loll O.C. W/ CANT. AS1 AS1 2- H APA40/2019/32" WALL SHEATHING & NAILING NOTE I GB-9 8" x 24" 2- # 5 2- # 6 2- # 5 #3 HOOPS @ 7" O.C. PRE-ENG. WOOD TRUSSES EXPOSURE 1, c-D a 24" O/C (SEE ROOF PLAN) 1. 19/32 MINIMUM A.P.A. EXTERIOR EXPOSURE 1, C-D GRADE PLYWOOD, INSTALLED PER PLYWOOD SHEATHING �\ MANE RECOMMENDATION & NAILED WITH 8 d RING -SHANK NAILS 0 6" O.C. IN FIELD & 4" O.C. L5-1 8" x 8" 1- # 5 PRE -CAST LINTEL ON PANELS EDGES. LB-2 8" x 8" 1- # 1 1- # 5 PRE -CAST LINTEL /•j `` \�`� `� G®� THIRD LEVEL FLOOR FRAMING �c LOWER ROOF b ` �... /,3 \ \ I. ALL LINTELS TO BE BY CAST CRETE AND O POURED SOLID W/ BLOCK AND BEAM ABOVE G .. 3 � � O loll FNEUi 14TIC FASTE NEfR LEGEND PROVIDE 2x4 BLO KI • ALL PLYWOOD SE 8 4 REBAR CONT. BETWEEN18OFSEATRUSSES • 2 01 REBAR TYPICAL g 5 i=NEUI" IATIC FASTNERS - ITLU RA1" ISET / REDHEAD NAIL SEAM w/ 10d • 4" O/C (D �� -LATERAL BRACING IF EACH SIDE OF SEAM � ` REQUIRED (SEE 7YP. 0 WALL SECTION) 1/16" SPACE AT NAILING SC•4EDULE (BLOCKING DIAPHRAGM) PANEL ENDS Ol EDGE 1 AILI1 S IOd • 4 O.C._ = APPLICATION SIZE TYPE SPACING REMARKS '•e 0 INTE�EDIATE NAILMG 1Od • roll oz. Y; _ ' � "�' - '�'�-�.:'�. MTL STRAP TO CONC. 3mm HD SERIES MIN. 3 PINS 0.143" DIA. SHANK (2 BOUNDRI' NAILWG; 10d • 4" O.G. + , .: ; '; u " •::�, 7/8 WASHER MIN. 2 FROM WOOD FASCIA (SEE ® CORNER NAILING 10d a 4" O.C. G[ _ I ;, '.:• ..., ti.'' BLOCK OR TIE BEAM 1 11 1524 PER STRAP TOP OF BEAM TOP OF BEAM TOP OF BEAM NON BRG. WALL SILL 3mm �D 5D2'DIA. GE OF SANK 71 (2 WALL SECTION)„ / ,fI' :; ' - w/ligsrdoTo EACH ELEV. 10'-0"to 10'-2'EL. 10 -b LB-1 E 0'-b" _ " PLATE TO CONC SLAB BOND BEAM OR \ / - I�• ,:;' .' 4 9 12" OC. „ SERIES „ TIE BEAM (SEE TYP. WALL SECTION) G10 AS1 4141 4, m E H I F END 4' LU m e 1 1 D m� �a pw GA5LE END m c 3 I . it I I �- +----, DIRECTION I I I I U Lil D. TRUSSES I' OR FRAM'G. 24" O.C. OL i ' O B PANEL FRAM'G. MIN. NAIL SPACING COMMON a DIAPH a OTHER TRUSS PANEL REMARKS GRADE SPCG. THICKNESS BOUNDRIES PANEL EDGES NAIL SIZE ROOF APA RATED NG EXPTI�I 2'-0" 19/32" loll 41 ZONE 1,2 loll a ZONE I Sd UNBLOCKED DIAPHRAGM 4" ZONE 3 loll a ZONE 243 I MAX. MIN. UN.O. ON PLAN FLOOR A RATED G P. 2'_01 2 LAYERS * u 8 F.H. SCREW 's 6 OG. t<G GLUE AND SCREWED Ij5AHI I MAX. 5/8" 4 3/4" uNo. oN PLAN NOTES: FIRST LAYER 3/4" PLYWOOD PERPENDICULAR TO THE TRUSSES SECOND LAYER 5/8" PLYWOOD FOLLOW DIRECTION OF THE TRUSSES AND STAGGER :■ ■ :■ ■ ■ ■ ■ ■ ■ ■ ---------- --------------- ---; --- -_--- ----- ----- ■ I ( x PT_. �x 1-77-1 A C OR OLT 6 24' o. E GER (TYf�.) I I I I I 411 uu ;;• •:: I I I I I I I I I I I I I I I I I I �� - - I I I j I I I I 1121I 0� o IIII SLOPE 2" 18" F OOR TRUS SYS EM IL I I 1 161" O.C.I TYPICAL I I I I I I I I I I - - - '� TOP OF BEAM I I ■ ______�______�______�____, I I I I I I I I I 0 r IIII ' u' EL. 10'-6" ::i..................................................... ■ it I I I I of I I X IIII - - -5 - - i - - - - - - �;�:�:� U I U IIII ;;,,;,;;; •�:�;�;�: it LUH U - - - - ------ ------ ------ ---- Ell 7 7 7 _91 \0 `� N Q .:'. I I I I I I II J� U !tl ca c It II II I III AS1 L10 GB_1 G-7 AS1 I j1 :.. ••"' ' _ AS1 ■ ■ ■ I I I I I I I I I I I t l l ■ It I I I I :7: I[:7 II(I,I: :j[; ■ ■ ■. ■ ■ ■; MAXIMUM LATERAL LOACS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 LBS A®1 SECOND LEVEL FLOOR FRAMING G 14 GENERAL NOTES 1 /4"=1 '-0" 1 2 3 4 5 6 7 8 9 10 111 12 1 13 14 I 15 16 N � w W LLI z N d'Inm0 Z Z ,w 0:,n� I �� N Z zo CD D Z 0,� w Z M 30 mLti J �� mQIDN w o� z O w (� z V) w=x <v. O Q O �aLL o m ¢0 M Qo co 20 D a� mQ Z w Ir w m w z 3 L Z • � wNMN W d Q d O _ Z Z WMm� .,t HZw �U�t 0=)Zo Q Q .�O^� O D_ c - O Q • W. �? Wrn� M M z N}OX Q (n o IJ z K Q �� Um w ~_ N W U V) O Oe 0- Q n • w O Z Z �- a i `o Q W Q Z v 3 J w z W rn Q N N H O z 2 0 Q N a �r 9 L) ; a o Z z z; < El- o Iwo r ; � `mu0 Cj aup m3a mo0 O m0(0j �e O mm< J nz ".oa �- E 0 m L C ❑ m m m m O m m O I- Q W o J oz �w CD o O L� CD E iil 0 � CIO c D h� � p Z o Qf Qf � oQ N D w in Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 BUILD'G DEPT. 09/OilOb C 0 Sheet No: Afizzl o 1 A of --sheets v TIFF REFERENCE 6008.TIFF LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV ELEVATION R RADIUS 0 DELTA L LENGTH I. D. IDENTIFICATION SEC. SECTION TWP. TOWNSHIP RGE, RANGE CH. CHORD CHB. CHORD BEARING (C) CALCULATED (M) MEASURED (P) PLAT (D) DEED IR 1/2" IRON ROD IRC 1/2" IRON ROD AND CAP IP 3/4" IRON PIPE EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK A/C AIR CONDITIONING PAD P/E SWIMMING POOL EQUIPMENT PAD P. L. S. PROFESSIONAL LICENSED SURVEYOR P. S. M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR PROP. PROPOSED CONC. CONCRETE ABBREVIATIONS AND SYMBCLS OAK SANITARY MANHOLES SIGN E '\ PINE ' DRAINAGE MANHOLE t1 LIGHT POLE PALM CCV) WELL ® MAIL OR PAPER BOX HYDRANT SOUTHERN BELL BOX SHRUB -1 `^ !'-I WATER VALUE - Alv CABLE TV BOX MAPLE n° WATER METER POWER POLE Cl TRUS � CLEANOUT t ELECTRIC BOX ELM UNDERGROUND UTILITIES SIGN CATCH BASIN stun- "p'r v1 CURB INLET MONITORING WELL MISC. TREE Fuv (>;� REUSE WATER VALVE �� SANITARY VALVE BLOW -OFF ,F,.:clier 'I \ �B TELEPHONE MANHOLE L, , I IRRIGATION VALVE. f PULL BOX YARD DRAIN POST WOOD OR STEEL h%I GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE �Ep rt[ • FIRE DEPARTMENT SEPTIC TANK CONNECTION T TRANSFORMER PAD 4-FIR STOP LIGHT BACK FLOW PREVENTER -y REUSE WATER METER SPRINKLER HEAD Fp TILE SURFACE r l CONCRETE SURFACE I_ �— J T< BRICK PAVER SURFACE GRAPHIC SC ALE 30 0 15 30 g0 ( IN FEET ) 1 inch = 30 fi,. r o \ FOUND N/b � 1428 y, SITE BENCHMARK 414 \ 77P NAIL EL.=4.61' , way- \a - 120 LEGAL DESCRIPTION LOT 27, WATERSONG P.U.D. PLAT NO. ONE, ACCORDING TO THE PLAT THEREOF, RECORDS \\ AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1) PURUCKER HOMES 2 3) 4) 5) m z:Zo h m zo O \, LOT 60 mz ° \V v 10" DRAINAGE & 14 S) U7ILITY EASEMENT REPORT OF SURVEY.• TYPE OF SURVEY: BOUNDARY, TOPOGRAPHIC. \/\ \ \ \ - LOT1S \ \\ \ LOT" / o + 1 • SURVEYOR IN RESPONSIBLE CHARGE: DAVID TAYLOR P.S.M. 5243 14C4/tiT \ \ \� ' I,QC/�1'T z�� cep p,C TCLLCP ��yLCo P`F'!� ?� TGvI nP !�I n.. CFo TICIy qTL _. A. i..T.. ""7P, T!✓IJ L.B- ' '�/ (� 1655 27TH STREET SUITE 2, VERO BEACH, FLORIDA 329�0 \ 31j �� ' z� \ °'- \ \ \ 6i �N--� N PHONE (772) 564-8050 \ S 6 p o \ 0• \ �� / �n • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL AISED SEAL \ \ / / car-zc�Oy ' \ a OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE RVEY MAP L0716 - a o� \ \ \\ 1 q If10 62 AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PRJHIBITED WITHOUTIQ \ / SR 1 2" IRC h WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND RE' \OR-T FOR THE FOUND 5%8- IRC \ \ \y LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FA.) IS SUBURBAN. \ 6A��,'2e6 �- ` z.a, THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYKE OF BOUNDARY CONTROL SURVEY IS 1 \ \ s F_ e' '\ ." (�.F.,J.t1.C.) lOg.1 gn o �N. c� ll FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION :�F A CLOSED FD CONC. MONUM/\1T' ` c o z GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXC.-.FD THIS \ D.N.R. MONUMENT CC;JSER. T;C"d �SEI�IEIJT �� 617g'29 W ? _,5 y P� NGE' a\� � \\ \ \ � '// � \ � IAA N6� 1 \ z N \° °'• \\ \ / LOT 63 o 3 0 z REQUIREMENT. 94777A-16 g gg"E 5 p �� T \\. �. WP�� 50.00 0 �'l \ \ 15'� \ IflC4NT rn • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLF S, VALVES, tomiNG i o \ 1� � n N FOUND NIT E1PIN ; � - r'. , F MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL \�� C � T "TRAV"W00D R / no ' ' 0 g0 15 FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. *VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJ_CT SITE IS LOT2; Ln z3 wW a � z � o Of �Q) w�0� Q �O O lL o � O Q Li. W� ��0� O a>w w U) w �00> o V) J O Q _ ° �< <Q 0z wuj M > w �\ o:: jLzO o U) r� d- N vi d I *\ l%, c Luk Q x �C O 4� � k ID c� � N �A c \ m v W > Q)oLLJ O , •�,nLc) cd 00 m Q� o � CV !n Lo �o m o c 50 1 ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE: IN MILES. \ N o . 109•e1 • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN o PROP. A/C , MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0,10 FEET. \m w EL.=6.30'� • 7 PROPOSED MINRESIDENCE ., DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR ATE: 6/. /06 \ / � \ o �.3 o F.F. ELEV. = 7.00 Id=9148'47' \ • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: L=40.os y ; A) PLAT OT 28 / R=25.00 B) THE NORTHWESTERLY LINE OF WATERSONG P.U.D. SUBDIVISION BETWEEN MONUMENTATION AS --A\ FOUND NIT x 3, G.1C.giYT / CH=35.91 •\\ \ \ \, �L, DEPICTED \ \ \ C Ai T '1RAV" \� CHB=N2125'41 C) THE BEARING BEING N 22'40'31" W \ 8 n • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETI' VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY ARE 3, Ln \ 1) FOUND U.S.C.&G. SURVEY B.M. #308 (1970) 3 1/2" BRONZE DISC IN CONCRETE ELEVATION 2.11' (ADJUSTED TO N.A.V.D. 88) 50 \ r S, 1 z t 2) SITE BENCHMARK IS AS SHOWN 1 2, , fj \ / 6�35 C10 �OV • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR 0'."+?JI�RSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. , 00 j \ Z 2/ I 50 R \ \ \ '' \\' • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATiC'NS, UTILITIES, 30 UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE AE (7'-8') PER F-OOD INSURANCE RATE MAP 12111C0194 G, DATED MAY 4TH, 1989. \v4c4lvT\ -- • UNLESS A COMPARISON IS SHOWN, PLAT VALUES &MEASURED VALUES ARE THE SAME.MIN. SETBACK REQ. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN .ACCORDANCE WITH THE FRONT /0 /i STANDARDS OF THE UNITED STATES. SIDES � q • THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA \ o \ I�canr \ EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). MONUMEI�ITATION USED FOR ESTABLISHMENT OF CNR SIDES w N \ � � �\ — / STATE PLANE COORDINATES ARE i \!/.i REAP r� \ 1) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A--15 \ �- A / n 2) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-16 \ �� \ ' ZNC, /� e • THE TRUE MEAN HIGH WATER LINE WAS NOT LOCATED IN CONFORMANCE TO CHAPTER 177 PART II, THE TECH. \ \ • BY ACCEPTANCE MAPPING ACT. \ \ i FOUND \ 1, ACCEPTANCE OF THIS SURVEY THE CLIENT APPROVES THE PLACEMENT AND CONFIGURATION OF THE la2a _� \ \ \ s BUILDING/HOUSE AS DEPICTED HEREON. \ MASTELLER, MOLER & REED, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE \\ \ OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. \ \ \ \ *THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=30' OR SMALLER. \ \ \ FD CONC. MONUME''J T \ \ NOTE: THIS PROPERTY APPEARS TO BE D.N.R. MONUMEN;� 9477A-15 SERVICED BY PUBLIC WATER &SEWER TFIIESE FLANS AND ALL 'FROF£7SECt WORK \ \ ARE SUBJECT TO ANY CVRRECTIONS REQUIRED BY FIELD INSPECTORS THAT \ AY BE NECESSARY IN OFER TO 1�t)MFLY WITH ALL AFFLlCA�LE CODES, Qo � --V_� c\j 1 O CL LLl O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NPURUC R & MARRANO CUSTOM HOMES AARON DURALL RESIDENCE rim SITE 27 WATERSO G, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS AB EVIATI®NS SYMBOLS �- MASONRY NOTES: K.O. KNOCK OUT DETAIL REFERENCE 2 DETAIL NUMBER THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ABV. ABOVE VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 .(WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ACOUS. ACOUSTICAL LAM. LAMINATE '4-2 SHEET NUMBER FOR LOAD BEARING CONCRETE MASONRY ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN AC. AIR CONDITIONING LAV. LAVATORY NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD ADJ. ADJUSTABLE LB. LABLE THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY AFF ABOVE FINISH FLOOR LH LEFT HAND AHU AIR HANDLING UNIT ELEVATION REFERENCE s ELEVATION NUMBER A, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M ALUM. ALUMINUM LTG LIGHTING SKEET NUMBER SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED LOC. LOCATION NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR ALT. ALTERNATE L.W. LIGHT WEIGHT PER ASCE 7-98, FOR WIND LOAD OF 140MPH, EXPOSURE "B" REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL ANOD. ANODIZED _ ANNUNCIATOR a ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO ANN. AAP ACCESS PANEL M.O. MASONRY OPENING SECTION REFERENCE SECTION NUMBER a>; SHEET NUMBER THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE APPROX. APPR XIM TE MFTR. MANUFACTURER K NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. ARCH. ARCHITECTURAL) MAS. MASONRY ROOM REFERENCE I(d2 ROOM NUMBER SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- @ AT MAT. MATERIAL MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER MAX. MAXIMUM IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE FIRESTOPS BD. BOARD MECH. MECHANICAL DOOR REFERENCE FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE BF BOTH FACES MTL. METAL 3 DOOR NUMBER RESPONSIBILITY OF THE CONTRACTOR. BLDG. BUILDING MIN. MINIMUM PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS PROVIDE FIRESTOPS PER SEC. 502.12 F.R.C. 2004 BLK. BLOCK NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON BLKG. BLOCKING MISC. MISCELLANEOUS WINDOW REFERENCE O WINDOW NUMBER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. BM. BEAM MTD. MOUNTED FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED BOT BOTTOM MUD. MULLION PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY 0 BOTTOM OF N.I.C. NOT IN CONTRACT NOTE REFERENCE ET R EIG HT GHT FEET. B 3 CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT SPACE IS NOT O/ N.T.S. NOT TO SCALE Q REFERENCE NUMBER NOT GREATER THAN 150 FEET O.C. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CAB. CABINET ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH CPT. CARPET N0. NUMBER REVISION REFERENCE REVISED 00/00/00 CI CAST IRON O.C. ON CENTER VARIOUSaTOTREIRWHE ARCHITECT PRIOR CC CENTER TO CENTER INSTFIRNCARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT KO.D. CAULK OUTSIDE DIAMETER SHALL PLACEMENT OF ALL REINFORCEMENT. RUN OF STAIRS. O.F.C.I. AEY8N I��3/ ALL CODE I I �1 � ®R I�'V /`1T ®I ®I �! VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8-0 O.C. AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING EXCEPT IN THE CEM. CEMENT PROCEEDING WITH THE WORK. SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED CER. CERAMIC OFF. OFFICE CASE OF APPROVED METAL CHIMNEY INSULATION. OH. OVERHEAD A MINIMUM OF 30 BAR DIAMETERS. CT CERAMIC TILE OPNG. OPENING DO NOT SCALE DRAWINGS FOR DIMENSIONS 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD CLG. CEILING OPP. OPPOSITE FLORIDA BUILDING CODE, EDITION 2004 AND FL. RESIDENTIAL CODE 2004 CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. OF FIRE. Q_ CENTER LINE PL. PLATE NATIONAL ELECTRICAL CODE - APPLICABLE EDITION THIE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 6. CONCEALED ATTIC SPACES SHALL BE AS PER F.B.C. SUB -SECTION 2305.2.3 CLR. CLEAR PLAS. PLASTER AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION FOUNDATION NOTES CENTERED IN THE WALL. CL. CLOSET PLYWD. PLYWOOD 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF' NOT LESS THAN A NOMINAL TWO INCHES PLAM. PLASTIC LAMINATED OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE H GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. IN THICKNESS. CJT. CONTROL JOINT FOUNDATION SHALL BEAR ON CLEAN SAND FILL COMPACTED TO COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. CMU CONCRETE MASONRY PR. PAIR CONSTRUCTION TYPE TYPE V, UNPROTECTED, UNSPRINKLED ACHIEVE A BEARING VALUE OF 2,500 P.S.F. - PROVIDE UNIT PRCST. F&%�'TER SQUARE FOOT MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED NAILING SCHEDULE CONST. CONSTRUCTION P.S.F. POUNDS PER SQUARE INCH COMPACTION TEST TO BUILDING DEPARTMENT INDICATING MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530 ' P.S.I. BUILDING DESINGED AS: BEARING VALUE SPECIFIED. DO NOT PROCEED W/ THE WORK ASCE - fm PSI 1500 FOR MASONRY - CON. JT. CONSTRUCTION JOINT _ ENCLOSED / P.T. PRESSURE TREATED 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING COL. COLUMN BUILDING HEIGHT: LESS THAN 60'-0" UNTIL THE SPECIFIED BEARING VALUE HAS BEEN ACHIEVED COMB. COMBINATION ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, AHED MEAN ROOF HEIGHT: MASONRY UNIT IN ACCORDANCE 'r^'!TH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE WALL ASSEMBLIES SHEATHING FURRING LATH )' CONN. SILL PLATES ETC. CONCONCRETE I_ 18 -3 . CONNE-CTION PAD. RADIUS BUILDING EXPOSURE: p TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 CONT. CONTINUOUS RADN RADIATOR, RADIATION OF 18" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. RANDOMLY CHOSEN UNITS FOR Erl.;H 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CONTR. CONTRACTOR R. RISER WIND PRESSURE SPEED: ASCE CHAPTER 1. 140 MPH FREQUENCY AS REQUIRED TO E1'/1UATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND ROOF SHEATHING NOTES: CTSK. COUNTERSUNK REINF. REINFORCE ! l3 -SEC. GUST) FOR ENCLOSED BUILDING G INTERSECTIONS. SEE DETAILS FJR VERTICAL STEEL AT FOUNDATIONS AND BEAMS CFL. COUN"IERFLASHING REVS. REVERSED SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE ALL ROOF SHEATHING TO BE 5/8 THICK CDX PLYWOOD SHEATHING. CRS. COURSE RH. RIGHT HAND I TOP CHORD LIVE LOAD: 20 LB. PSF (-- PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION REQD. REQUIRED I VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. RM. ROOM ROOF I TOP CHORD DEAD LOAD: 16 LB. PSF MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DP. DAMPPOOFING R.O. ROUGH OPENING BOTTOM CHORD LIVE LOAD: PROVIDE 2 YEARS RE -TREATMENT WARRANTY. OVER TWO OR MORE SPANS. DECOR. DECORATIVE 10 LB. PSF GLASS BLOCK: DTL. DETAIL, S.C. SOLID CORE BOTTOM CHORD DEAL) LOAD: 10 LB. PSF PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. DIA. DIAMETER SCHD. SCHEDULE CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. ALL GLASS BLOCKS REINFORCING fIAS BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2004 ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY DIAG. DIAGONAL SEAL. SEALANT FLOOR LIVE LOAD TOTAL : N/A VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR DIM. DIMENSION SEC. SECTION FLOOR SECTION 2110. PANEL MANUFACTURER DIFF. DIFFUSER FLOOR DEAD LOAD TOTAL: N/A D0. DITTO SERV. SERVICE 6" THICK 3000 PSI CONCRETE REINFORECE SLAB WITH GRADE BEAM & PILLING EXPANSION STRIPS TO BE PLACE PER MFR. SPECS PLANTER WATERPROOFING: DR. DOOR SHT. SHEET IMPORTANCE /USE FACTOR: 1.0 SHTH. SHEATING ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED . DOUBLE FIR SIM. SIMILAR MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION COMPACTED (2500 SF) FILL APPLY D.F."THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF DN. DOWN S.O. SHUT-OFF BUILDING CATEGORY: 2 FRAMING: PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. D.S. DOWN SPOUT SL. SLIDING SHUTTERS: NOT REQUIRED (IMPACTED GLASS) DWG. DRAWING S. SOUTH CONCRETE NOTES: D. DRAIN SPEC. SPECIFICATION SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSULATION SQ. SQUARE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL EA. EACH S.F. SQUARE FOOT IMPACT RESISTANT ASSEMBLY: YESE. EAST SST. STAINLESS STEEL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI, FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., ATTIC INSULATION TO BE R-30 EMER. EMERGENCY STD. STANDARD COMPONENT d CLADDING: YES FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE ENG. ENGINEERING STL. STEEL CONTINUE LOADED PATH PROVIDED: YES PINE/FIR (NO. 2 OR BETTER) EL. ELEVATION STOR. STORAGE ~ E DOOR AND WINDOW NOTES: ELEC. ELECTRICAL STR. STRUCTURAL CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER EQ. EQUAL SUS. SUSPENDED AREA q TABULATION LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER TUB EQUIP. EQUIPMENT A A / EST. ESTIMATED) SW. SYMMETRICAL DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K ENCLOSURE`; SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS EXH. EXHAUST STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR SHALL BE IEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2001 SECT. 2401 EXP. EXPANSION T. TREAD CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS CATEGORY 1 - 150 LB. IMPACT TEST EXT. EXTERIOR T.C. TOP OF CURB OTHERWISE SHOWN. PROVIDE 2 2 x STUDS UNDER HEADERS, GIRDER EXIST. EXISTING TEL. TELEPHONE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS () CATEGORY II - 400 LB. IMPACT TEST E.J. EXPANSION JOINT TEMP TEMPERED TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS THK. ALL FIXED GLASS SHALL MEET THE REQUIREMENTS OF SHALL BE SECURELY SPIKED TOGETHER. THE F.B.C. AND SHALL BE F. F. FACE OF FINISH T&G Tb&3UE AND GROOVE FIR5T LEVEL = 336 5F. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS SINGLE PANE. F.D.M. FACE OF MASONRY B T TOP & BOTTOM FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE ALL. WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST F.O.S. FACE OF STUD T_0 TOP OF 5ECOND LEVEL = 1268 5F. F.H. FIRE HOSE TC TOP OF CURB D SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FP. FIREPROOF TW TOP OF WALL THIRD LEVEL = 1254 F. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. FIN. FINISH T.O.C. TOP OF CHIMNEY FOURTH LEVEL = 310 F. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, FLR. FLOOR T.0.FR. TOP OF FRAMING NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN �� F. D. FLOOR DRAIN T.O.L. TOP OF LEDGER FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP SPECIFICATIONS FOR WOOD CONSTRUCTION. FLG. FLASHING HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44 ABOVE FL. FLUSH T.P.P' TKE9FPP�� TOTAL UNDER AIR 3230 5F. HOLDER ) THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SUB.SECT. (1005.4.3, 1005.4.4 FLUR. FLUORESCENT WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY FT. FOOT/FEET TYP. TYPICAL CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS FTG. FOOTING UL. UNDERWRITERS LABORATORY COVERED ENTRY = 30 5F. SLABS 3/4" CLR. COMMITTEE. HURRICANE SHUTTERS: GA. GAUGE U.O.N. UNLESS OTHERWISE NOTED COVERED PATIO = 439 5F. BEAMS 1-1/2" CLR TO STIRRUPS PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING FLASHING IN THE EVENT THAT IMPACTED DOORS ARE NOT INSTALLED. GA. GALVANIZED UTIL. UTILITY BALCONY = 330 5F. C GB GRAB BAR VB. VAPRO BARRIER WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE CONTRACTOR TO PROVIDE HURRICANE SHUTTER PROTECTION AT ALL EXTERIOR OPENINGS. GC. GENERAL CONTRACTOR VNR. VENEER COLUMNS 1 -1/2" CLR. TO TIES PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' EXCEPT AT GARAGE AND EGRESS DOORS AS PER CURRENT APPLICABLE CODES. PROVIDE GL. GLASS VENT VENTILATION GAR*E = 496 5F. ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. PRODUCT APPRO A GR. GRADE VERT. VERTICAL ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR V L CUTS FOR PERMIT AND ARCHITECTS REVIEW. GYP. GYPSUM BOARD W.F. WP. WALL FABRIC WATERPROOFING TOTAL UNDER ROOF 4525 5F. ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL "MANUAL DRILLED AFTER PRESSURE TREATMENT. FINISH NOTES: WC. WATER CLOSET CONFORM TO TYPICAL DETAILS SHOWN IN THE OF STANDARD HWD. HARDWOOD WH WATER HEATER PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS ©4" O.C. EACH MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. HDW. HARDWARE IGHT W/ W/0 WI TH WITHOUT g DRAWING I V D X LATEST EDITION". AT END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER FT. HHTT. HEEEATl G I �B BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI H.M. HOLL�WN METAL WD. WOOD ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD HOR. HORIZONTAL WT. WEIGHT FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED " STANDARD BUILDING CODES. H.B. H.C. HOSE BIBB HOLLOW CORE A1.1 COVER SHEET A6.1 ROOF PLAN 36 BAR DIA. OR V-6EXCEPT AS MINIMUM WHICHEVER IS GREATER ( NON -BEARING PARTITIONS: USE MOISTURE RESISTANT BRD BOARD IN ALL BATHROOMS AND OTHER WET AREAS. H.S. HAND SHOWER SYMBOLS A2.1 SITE PLAN &DEMOLITION A6.2 ROOFING PLAN NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR HVAC HEATING[ VENTILATION CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS TILE, CARPET FINISH SELECTED BY OWNER. COVER SHEET AIR CON ITIONING & AND A3.1 PILLING PLAN AEA ELECTRICAL PLAN INTERSECTING ELEMENTS. AT 24" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. INCL. INCLUDE ANGLE A3.2 SLAB PLAN AE.2 PANEL SCHEDULES WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS INSUL. INSULATION INTERIOR CL CENTER LINE CENTER A4.1 FLOOR PLAN AS.1 DETAILS SHEET 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND WOOD TRUSS NOTES: ( Q v INT. FOR A DISTANCE OF 30". JB. JUNCTION BOX 0 DIAMETER OR ROUND A5.1 FRONT &REAR ELEVATIONS "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED JUN 2 1 Z006 # POUND OR NUMBER A5.2 LEFT & RIGHT ELEVATIONS A REINFORCING AT EXTERIOR PATIO/PORCH SLABS. THE SPECIFIED DESIGN LOADS IN ADDITION TO OTHER A5.3 BUILDING SECTIONS & VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. PLUMBING RISER ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS 8v TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, __......_._.__.._.. -....._........ A5.4 DOOR & WINDOW AND ANCHORAGE FOR FINAL INSTALLATION. DETAILS &SCHEDULES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 LLI Of N O Z � D z O W W Z a� ""'Ln N Iz U Z U' Z E5 w Z M Jm ~ �w 30 , N~gym a -J I w Ln n Z O IiJ V) Z c~n w v.. a ro=ax Q 0 aa� U M Q� ®00 00 m� W m w _ } a 3 L O z z m� ° F-ZwLL,I Off cle J Q: Q U r ��^ Wm O O �Z • r -to L0 Q M M � 6 Z Wv <0 O (n it N}OX LL J c V Z N°ma< o Z Q H u wm U N W V � Q d Lu m z� z_ w Q a z o 30 § J w0 � wZ =m 1`0 F- N _I �H O Z o Ln I--- a N W °m= Mr I L�J U ; } a a o z (J-) a 0 °zo G W gym( a, p ooa ao(L m r m 7 CD z c Z U ° °a E` 0 of am u m RVo �o 0 F 0 Orr Q CD U L1 c) z r W� z �r CD 0 o �� E �[ c~n �o rramT,, Z:) UO oo CN N W D Cn Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: Mo IJ 3 of --sheets C 0 0 L, 1 rK N — w M O WL I1J Z in N _ FROM M c0 C7 � Z p w w LIJ O, 1 LO �� ^ I Iv W C7 Z Za"' z Z Z w 30 J m -�� V) O :D Ln z O W (n V) n a v x Z Q W - U S 'oar m an 0 MQ� Mo mQ � z It m r a 3 L O O z �Mrn� ° I— z N_J� I ° N QQ0 (nm � -.I a r2t04 V ^1, OW7� i O Oa . inLn— M oe C Ul O W_ J i` N~z Oz Nma_LL � p K z a �O H o J U m LU ~ U W � N U O a a Lu m Z W W Q a ° O U J z 3 W WLO N zLn 00 F o Q N 0 F d 0 = U. O o;a Qy U Z Q J 0 O °" o F G W �mW a3a O ] d aO m OaU r m mM Z O Q y E` 3- o uo„ OL C oa u m m r c °u r Q o 'd W o —' U L1 W Q z 0 4wE E Old�J p� o 00 w N D w a Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: of --sheets 1. B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 AUGERCAST PILES: GENERAL: AUGERCAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH BEARING WA SUFFICIENT PRESSURE AS THE AUGER IS WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE N (3) *5 TOP "Z" BAR TYPICAL AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE 6 CONCRETE SLA SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIGHTING AT ALL TIMES DURING THE RAISING OF THE AUGER SO THAT THE HIGH -STRENGTH MORTAR HAS A DISPLACING ACTION 0'-0" FfN.FLOOR SLAB _ REMOVING ANY LOOSE MATERIAL FROM HOLE. THIS METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE IS SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF n MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE M PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE *4 12" EW. FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL *3 12 „ U.N O. PERCENTAGE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS m SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE r PILE DOWEL (3) *5 BOTTOM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES FOR EACH DAY DURING AUGERCAST PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 CUBES TO BE TESTED AT 7 DAYS, AND 2 CUBES TO BE TESTED AT 28 18 14" AUCzER'.C,4ST FILING DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. L MATERIALS: A.) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-C-192 L 1 GRADE BEAM 5 OR CURRENT ASTM STANDARDS, DESIGNATION C150. B.) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED SILICEOUS MATERIAL WHICH N.T.S. AT ELEVATOR PAD POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. ! I AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL GfRADE ,4� SC E ALE W/ 01 x 20' (EXTEND 15" INTO GRADE BEAM.) C.) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL REINFORING DETAIL AND 405 BARS W1 03 HOOPS a 10" O.C_ FROM PILE INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF CEMENT K MARK SIZE(WxD) BOT TOP MID"GUT OFF TO 15' FEET BELOW SURFACE. E *3 TIES DESCRIPTION NO. GRAINS, AND NEUTRALIZE THE SHRINKAGE OF THE HIGH -STRENGTH CEMENT MORTAR (INTERAID AS CONC.OR MASONRY DESIGN CAPACITY - 30 TONS. ALL SHALL BE MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE *4 812" x6'-O" 9 18" O.C. _ a 1 COLUMN IN ACCORDANCE WITH A.C.I. 545-84 TRANSFER STEEL I 1 ' Al SPECIFICATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RESULTS ``-' II' b MATCHING DOWELS GB-1 18" x 24" (3) *1 (3) 07 (2) *5 10" O/C TYP. EXT. WALL BEFORE APPROVAL. OVER INTERIOR x "� 1i: 41. 8 BAR DIA. MIN - ~z ''1 it W/STD. NOOKS D.) WATER: WATER SHALL BE FRESH CLEAN AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, OIL, GRADE BEAM (3) *5 TOP o GRAD q1 II' (4) "6 TOP EACH WAY GB-2 18" x 20" (3) % (3) % — 12" O/C - D1 z o 9h I W/ 12" HOOKS ' ACID ALKALI, SALTS OR ORGANIC MATTER. "� It It Gg_3 18" x 18" (3) *5 (3) 45 — 18" O/C GARAGE 6" STEP G1 � � (4) % BOT EACH WAY E.) FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS 0-0 I• I BEAT` A' ' • I I � W/ 12" NOOKS Gg_4 l3) *5 (3) *5 — L1 DESIGNATION C33. THE SAND SHALL CONSIST OF HARD DENSE DURABLE UNCOATED ROCK J Q 18"xl8" _ 12" O/C ELEVATOR PAD LOAM LUMPS SOFT OR FLAKY PARTICLES a. I• i • u, PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, , *4 a 12" d I" I' ' o' = SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE EA .WAY I WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES AND THE SAND SHALL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE IS REASONABLE *3 STIRRUP z a i- (4)"6 EACH WAY PILE CAP HOOK 6' CONCRETE SLAB 1 g 12" U o � - PC-1 36"x36"x16" — — G4 UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FINENESS TOP AND BOTTOM. BAR 47 EACH END (T P) g `r MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULUS IS DEFINED AS THE TOTAL DIVIDED BY (3) *5 BOTTOM u PAD REBAR (4)'5 EACH WAY PILE CAP HOOK G4 100 OF THE CUMULATIVE PERCENTAGES RETAINED ON U.S. STANDARD SIEVE NOS. 16, 30, 50 AND SEE FOOTING SCHEDULE PC-2 48"x48"xl6" — — � � TOP AND BOTTOM. BAR AT EACH END SIMILAR 100. wl PILE DOWEL EDGE BARS ALWAYS n REMAIN.SPACE OTHERS EQUALLY PC-3 36"x'12"xib" (4J"5 EACH WAY — — PILE GAP HOOK S MfLAR MIXING AND PUMPING OF HIGH -STRENGTH CEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS ell 911 Q EQ.EQ.TOP AND BOTTOM. BAR AT EACH END MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE 14" AUGERCAST MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND PILING SEE CHED MORTAR PUMPS. IF READY MIX MORTAR IS USED, AN AGITATING STORAGE TANK OF SUFFICIENT SIZE SHALL BE USED BETWEEN THE READY --MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORRTAR OF THE DESIRED CONSISTENCY. IF THERE IS A LAPSE IN ,(� p /� �` % GRADE � /� THE OPERATION, THE MORTAR SHALL HE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP '�7 4 , a.� ®I�f� � � ® PAD/PILE CAP � �T / V � /�1 ®� BEAM SCHEDULES SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING DISPLACING G 1 GRADE BEAM 3 � /� PRESSURE'S AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DESIGN LOCATION. N.T.S. N.T.S. N.T.S. SINGLE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL C' THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR IS IN A FLUID STATE. AN AS -BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. C3) *6 TOP PILES SHALL BE LOCATED ON THE RECORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE 50'-0" TOTAL SLDG LENGTH COLUMN CENTERLINES. SUBMIT THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. *4 m12" x4'-0" -w 12" O.G. I6'-I" 7' S'_m" 8'-0" 6'-9° 2'-6' -roll CONCRETE SLAB 90 DEGREE HOOK OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL 1 1 MI12" STIRRUP U.N.O. �� CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN 1 I�z" MIN. COVER �C ''I ACCORDANCE WITH PARAGRAPH 1, AND THIS SHORT PILE ADDED TO THE UNIT LENGTHS FOR F +45 IF REQUIRED BY THE ENGINEER, AN D .'' .PAID DEFINEDRIN AS THEDEPTHACCORDANCE RE THE P ID J IL HALL BASIS FOR ADDITIONAL FOOTAGE REFUSAL SHALL BE L ,'' >� FOOT PER MINUTE OR LESS. 21 PENETRATION OF THE STANDARD AUGURING EQUIPMENT IS ONE a— — — — — U GB "'' ' 18 1D (S l GB-1 �/ PILE CAPACITY: THE DESIGN IS BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN TYPICAL STUB OUT PLUMBI G TYPI O COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. (3) *6 BOTTOM ' N :,., ',.. ..,• N FOR 1=UTURE CAB NA BATH N ',,;',..,• '.,' I I PILE TOPS: WHERE THE PILE CUTOFF IS NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE *-1 PILE DOWEL = m •.,; ; m m- ca EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL -1 ELEV._6 SLEEVES OF ADDITIONAL LENGTH). 48" 18 14" AUGERCAST PILING _ - :'`'I' GARAGE _ AUGURING EQUIPMENT: THE HOLE THROUGH WHICH THE HIGH -STRENGTH MORTAR IS PUMPED DURING 12° '"`' THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE j "I BAR CONTAINING THE CUTTING TEETH THE AUGER FLIGHTING SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLIGHTING SHALL NOT EXCEED 9 INCHES. AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A C2 T`I'P. 22 G -3 - MIDDLE GUIDE. THE AUGERCAST PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A ' N • • ••`• :� . �: .�'': ', '. STABILIZING ARM. �, T,� m 4'-10" 9' 3" 11'-2" D1 GRADE /� 2 �,. `',;''';'`..;,:,,';''f;,',:I PC01 -2 16 PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH ' #3 TIES ® 10" C/C EXTENDING 15'-0'" BELOW PILE CUT OFF ELEVATION AND 1 #7 VERTICAL c0 I •126 `V ' REINFORCING BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVICES FOR N.T.S. N I 20 6" THICK GONG SLAB w/ 4*5 BAR m ' ' f ' ''' ,,;': • .''' ,''''� e12 O.C. EACH AY O 6 MIL VAPOR REINFORCING CAGE AT 10'-0" C/C MAX. SPACING. L' �-�' J BARRIER OVERTERM TE TREATED WELL COMPACTED FILL O 8" CCONCRETE °� r l2) *4 15 D_1 BLOCK WALL GB-2 (FL.PERIMETER) s' 4 18 x4 -0 12 O.G. G 90 DEGREE NOOK (3) * -1 TOP P.E RE 10 ., ', -1 PERIMETER (2) *5 MIDDLE N " THICK CONC. SLAB w 4*5 BARS _ ELEV. 0-0" 12" O.C. EA H WAY ON MIL VAPOR C° BARRIE OVER TE ITE *3 a 10" U.N.O. GARAGE °7 *4 � 12' TREATEDWELL COM ACTED FILL� C2 TiP. EA WAY an 11i2" MIN. COVER e C13)6' CONCRETE SLAB — 24 ., (EXCEPT GARAGE)o 25 r 4', G.'I O *'1 IDOWEL- - P LE B_ L.—•M1� PC-1 GB-.1 G1 (3) * I BOTTOM A-1 O T1'P. 14" AUGERCAST 48" g" 511 PILING TYf=. 11 �� 11 16'-1" 8'-Il" 11.811 6 -8 5 -3 4 -5 18" A Al GRADE BEAM 1 A®4 PILING PLAN G14 GENERAL NOTES N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L.L_I n- N CL W M O of w LJLi Z f7 N F<mM �K)WW Z Cn G % ]MMao 0 Z ::) Z W Of LioLL OJ � n� I�f W L) o z z _rn �zaM z Z Li3o—I J Do J �W D V) D W N cO Er v z O LiJ V) Z En �U= U Q 0 W� ^oar m r L V) 1 z .� Z w �� _O �N 3 Z z ..'n ~z Q V O V) N}ox Q c V o Z N°0-� o K Z Q �� o U m ,i F_ U W N u O cn a� W m • c� Z y z W Q a Q o U J Z 3 W 0) Q _EN F- N H Zo o a Q N K am (L ir o ; a Q U J Z Z; Qo . C� m G a v O,a noa. �O ar a U c m I 1, i J m m Q oZ oa E` n u-O o LJ_ U O L C Woo poi O F o W Of J U L1 oz CD 0 O L� E x J 7D J J � o cr--� W p � o cn w Q CN N D w rev Drawn by. MOH H1/N Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: As " I of --sheets C 111 I 9 10 11 12 13 14 1 15 16 I BAR G WETBAR L 211 TUB. 2"sr M211 2111r, 211 S WR 311 2" WC 21' G 4f� ( � � 311 MASTER J 211 \ SUITE 3" R 311 L"' ► LAY. 31 C `b,' SNWR 21I SINK Ilr 211 �� 11 GUEST K LAY. ► I r 211 SINK SUITE CABANA KITCHEN o (FUTURE) VEG. SINK G n SHWR G WASHE I 3 WC G 211 II 1„ {,�R 311 'III 2" L I, r II FAUN RY 411 311 LAY. 311 G 311 0 WC SHWR 4" `GUEST SUITE tas��R G®4 PLUMBING RISER DIAGRAM SCALE: NTS. G2 Tr F. STUB OUT f=LUMIBING FOP, FUTURE 26'-10" CABANA BATH N I 7" THICK CONC. SLAB w/ (o"xro" 10/10 WWM ON 6 MIL VAPOR BARRIER OVER TERMITE D-I 3. TREATED WELL COMPACTED FILL 30'-411 8" THICK CONC. SLAB w/ 6"x6" 10/10 WWM ON & MIL VAPOR v� BARRIER OVER TERMITE TREATED WELL COMPACTED FILL F30 a� A FIRST FLOOR SLAB PLAN 1 2 3 4 5 1 6 1 7 8 9 10 11 12 13 ::❑❑ ❑ [ ❑C MI AKI 3000 PSI GROUT VERT BARS ABOVE EXTEND BARS FROM BELOW OR HOOK INTO BEAM STD ACI HOOK AT TERMINATED BARS VERT BARS PROVIDE INSPECTION 'KNOCK OUT' IN BLOCK PER CODE AT INTERMEDIATE LEVEL. CLEAN OUT OPENING 8'-0" CC: WHERE WALLS ARE GROUTED SOLID E AT REBAR SPLICE IN ALL OTHER CASES. (TYP) ELEVATION NOTES: I- GROUT WALLS IN 8'-0" LIFTS MAX. 2- SEE PLANS FOR LOCATION OF REINFORCEMENT AND EXTENT OF GROUT. G- 14 REINFORCE MASONRY WALL SCALE: NTS. FOUNDATION NOTES: 1. FLOOR SLAB TO BE 6" THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VISQUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO ACI 318/83 AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5", 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3", TOP 2" SIDES TO BE 1 1/2" CLEAR. COVER FOR SLAB TO BE 3/4" MIN. 4, ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. C. AFTER EXISTING GROUND REACHES MINIMUM DENSITY OF 95%, FILL SHALL BE PLACED IN TWELVE (12) INCH LIFTS AND COMPACTED TO ACHIEVE APPROVED 95% MODIFIED PROCTER BEFORE NEXT LIFT IS ADDED. D. FILL SHALL BE CLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. E. VERIFICATION OF TEST FOR MODIFIED PROCTOR AASHO-180 SHALL BE FILED WITH BUILDING OFFICIAL. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTINGS/PADS, LOAD BEARING WALLS, STEEL/CONCRETE/WOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURER'S DRAWINGS BEFORE THE POURING OF CONCRETE FOOTINGS/PADS AND SLAB. 7. COORDINATE A/C , MECHANICAL, ELECTRICAL & PLUMBING PLANS FOR REQUIRED OPENINGS IN SLAB. S. SLEEVE ALL PLUMBING PENETRATIONS. 9. SEE ATTACHED AUGER CAST PILE SPECIFICATION COLUMN SCHEDULE CI REINFORCED MASONRY COL. w/ 1-05 0 VERT. FILL w/ 3000 PSI CONC. G2 12x12 REINFORCED MASONRY COL. w/ 2-% 4, VERT. FILL w/ 3000 PSI CONC. G3 Wx12" POURED CONC. COL. w/ 4-i15 0 VERT. w/03TIES mall OC G4 8"xlb" POURED CONC. COL. w/ 6-*S 0 VIERT. w/ "3 TIES ® 811 Or- 05 rRINKER T999 REINFORCED MASONRY COL. w/ 2-% 0 VERT. FILL w/ 3000 PSI CONC. N n Lyf M_O WL Z N MaD c0 z V O q � M') 6 D Z W O W LLJ U, N W C� z Z U'Cf) Z Z W �ZVM 3 ,. J m J WW cn it Cn mN z w (!) V) Z x �U2 U W Q O oaLL m M z•• z zLO W —z:2 Q Q W i J Q Q Q • (0 N I W dN W L ci J n Q W fr (n W V 0 Z x Z -C=W K d + U Ln 0 Q M U W 0 3 m I m cnz� • U o N ^_ ~ L0 Z z� [if�,� W 0 N } z W O .. m W 0 0 H Z O 0 F Q Ul K O d " N it Y Uy = CDQ,( J o • DM Q I LL 3 F a 0 �-�r-� 3 ° a. 0O Cn �C rwe �ma z C� doa E L� 3 - ° U p o° m u m-oEr o F-0s F W o J W Q z a a o �� E J � J � W = a p o U w � N D w MOH E HVN .: E SS 02-15-06 SS 03-21-06 FGNR EV. 04-28-06 05-23-06 C C U 14 1 15 ' of"--O5"Fieets ' 16 IZ AU4 W of N n LLJ �_ M _ O tr LLIW LLI L.L.J z r� N ��m,M O W Ld LLJ IV w 0 C C� Z Z w m Z Z ;a-_, J m J o H vQm w On m� Z O W (n ::�i z t~ii IZ <v., -- O < 0 Li� I c=x �0CL m L W � to I Z .� ZW L,�t pp_N oaQ°mv��a C Z 3z ..LO Q V a' (� — � �WZ J LL O (n N>_OX Q c uoz w Wa-1 Nmi a o ofK Q z) U J a o m LU U W N V� o a V, Q a Wm . o Zr y Q a 0 z U �30i J W Lu Z _LO C., F— N 0 Z In o a F o Q w d' V / F- d m K- U Cr > U ;0. 20, O Z_ Q� m O O y ; < G CLm0 2U O ova noa CD m aU L 10 CDy< m m Q m Z I J N O G c >— 0 0.2 O m m m my c o F � Q W —' wW � o O � E x J J Cn W CD p z o pf ►� w U� �q N D � w Drawn by. Mow I4VN Project No. Cadd File NO.: FDATE PROGRESS 02-15-06 PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: AAA9 of --sheets C i 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 WALL TYPES a_ � � �M — of W r� 10, Z W % �nMao z z w a N z L w ate^ n ONE LAYER OF 1 /2" GYPSUM BOARD ON BOTH W 0 a Z M <@> SIDES OF 3 5/8" METAL STUDS @ 24" O.C. z z W 3 a�� OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. _J °� J in a _ N r-------------------------------------------------- ------------------------------------------------------------ i Z W Cn � n a v.. ---------------------------------------------------------------------------------------------------------------------------- --------------------------------------- I ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON ° z W cc r----------- ----- ------ ---- ----- ----- -- BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 ° 4 0 � ° a LL BATT. INSULATION. ONE HOUR RATED PER F.B.C., EDITION 2001 (SEE PLAN FOR WALL SIZE) M 4'-8 4 6 4 6 4 6 ; 7/8 STUCCO ON 5/8 CDX PLYWOOD SHEATHING ON M 07 ® St 3 EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16 O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1 /2" GYPSUM BOARD ON 1 x 2 P.T. �C I 14" ROOF DRAIN MIN. „ TYP. Z AT EA. SIDE I 0 _4" ROOF DRAIN Mi. 4 WOOD FURRING @ 16 O.C. W/ 4.2 INSULATION ON I I 1 an I I I OP TO 1/4 TYP. 2 AT EA. SIDE! INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" SLOPE TO I S�, CONCRETE BLOCK. L RAIN DROP® IN ROP I L Y------------------------------------� Z • • �- CO � •- � n ' 5/8' STUCCO ON 8' CONCRETE BLOCK, WCVM N o I OPEN !! o z z X "I &° O'YERLOOK ALCONY Z W 'L � ' o I I I I a ; GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE W1 <t Q Q 4N I I I Q Q° �'� o oG --------------� co MISC. NOTES: M - r i------------------------ I I d Z 3 Z v Q ell - z w LL 1-3�4LCON1' 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. p V) N } o x J I I ;' Q W W NmdlaL �/ o K ® , 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED U. 0 z I I I �'-6" 4" I' -2" " 8'-0" 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR _J o K m ® ; ' ® SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE: LE:55 THAN � W ____________ _________________----------------- 60" ABOVE FLOOR OF TUB OR SHOWER �' NrOWDER -- n U , 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS wo U, Lu CD � 5. ALL FIX GLASS SHALL BE Ira" THICK CU.N.O.) �- ' 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/" THICK 0Z I I WITH 2x4 SOLID RAIBBETED JAMB, OR A C-LABEL METAL DOOR AND z %' o ` JAMB. DOORS TO HAVE SELF CLOSERS. w Q (I 17tl,'E 4 " -. 1 I I 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING z ° U J +T = 2 T� ) I 1 THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE: � iw Z 1 I + [41' I + I = .52" a 1 " SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.45 mm) SHEET ° = N 401 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS "� ~ " IL________________________________________________ _—N ________- _______ _________n ______ __-_-__--_-___________v-� I INTO THE GARAGE. PF.R.C. 2004 R-3092) L-------------------------------------------------- ___ ____ __________________________� 2'-II" 5'-2" 5'-2" 2'-11'2'-0" WINDOW NOTE 2'-0" IL EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN H H 20" IN WIDTH, 24" IN HEIGHT, 5.1 50.17T. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE: THAN 54" ABOVE THE o in FINISH FLOOR AS REQUIRED a N ✓ERIFY ALL MASONR.y 4 WOOD FRAME OPENING SIZES TO FIT DOORS 0" - G FOURTH L AND WINDOWS BEFOi� CONSTRUCTION -NOTIFY ANNAM CORP. IF �[ m o -- CONFLICT EXISTS. Zr Zr 1 /4"=1 '-0" am sr o .T 3 H CLm0 G CL m a O 7 4. 50'-0" CCU a m m. U L m 40'-0" CD" m a aZ —� doa _ 6'-4" 1 t— ` 0 �- UO ,, O.0 C a m u m my c 313 314 13,05 , ° ° F , E D C 0(:!) O ■ 0)0 301 O _ -10" 4" -10 4" i'-2" 4" 15'-0 co ■ C" COVERED 312 e M. BATIK DEN / GUEST EGRESS 4'-411 I6 30 = `7 Ol e a 'n C 14 r co UL. APPROVED ISOKEI�I \ / BATH 2 ■ EGi SS MA55ONRY FIREPLACE UJ/ I \ / I "' /v I - ui.1. - g'-(T CL 30 o; ■ GLASS DR 4 COMA15T. AIR _ UL. APPROVED IN5UL. i u' ( / \ I _ I� NL� 'FLUELESS 0 - METAL I / \ I C" ■ a M. 5EDRM z- — — -- 18 t011 ■ 310 ll'-0° 31_41 4'- 4 5 _� 31-411 411 5 _� of T � 30 1 IS 411I = 6' �- _It®I25 � I I I I Im' r ■ I oil I I I I I I I I I 11mil■ ■ I 111 ■ I oil I I I ITITTR■ ■ ■ B 21'-6" Ir 4'-3" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT'TO ANY CORRECTIONS 46'-0" 41-0" REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 50'-0° COMPLY WITH ALIL, APPLICABLE COL9ES, A A-1 THIRD LEVEL G 14 GENERAL MOTES 1 4"=1 '-0" 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 o F � Q W o -J L1 U oz �w 0 O E� E J J � � w o0 z I�i U Fw Q r,- N D w :.7 Drawn by MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: All,oLS of --sheets V 0 Cop A K J I G E 0 C I 1 I 2 I 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 RIGHT ELEVATION 2 3 ELEVATION t ,AT RIALS K �'N®T SYMBOL DESCRIPTION 0 STANDING SEAM METAL ROOF <�> EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND 4 SURROUND DECORATE SILL 4 HEADER O ALUMINIUM DECORATIVE LOUVER GRILL APPLY OUTSIDE STUCCO O DECORATIVE MOULDING <g> DECORATIVE CONRETE. SIDING LOOK O FOAM OUTLOOKER W/ HARD COAT STUCCO OL TOP OF COPUL4 n TOP OF TIE 5i1, OL TOP OF 4th FLC +31'-6" OIL TOP OF TIP S1`1. +30'-0" OIL TOP OF 3rd FLO g +21'-0" n 2rid LEVEL CLG. IT OIL 2nd FOOR PLAN +10,-roll OIL let LEVEL CLG. I. +91-011 n TOP OF GROUNE g +m'-011 A—10 FRONT ELEVATION 4 5 6 7 8 9 10 11 12 13 14 15 16 N a_ W rI�0 (� W IW L�J Z N o M z (n (.s % C� � Z O W w z o �'L"� n ICJ W CD z C� z w �Z ;0�„ J m Jo viQ�m in � W � z WV) Z to w "Q�x �Ox Q 0 ^oar m M N L O z Z �m ° LJ - -, N W � O Q Q CJ r2�'N uj 5 N Q �Q awn ^ ��i�eR� n. Z 3z..� Q Q' (D °� mo W NZz J LL OZ Nm0-L- 0 Z Q U J CL U m Lu r) () N L,J • O � Q a Wm Zy Z � a < ` w ° Z 3o W z N m I— N 'H z 00 o Q N Ir F aox 0:.+ U o zz O <_ o . o z0 G mma aop ooa `a o as WI `< J � nz uo< W o = 3 0.2 - omu . C 0 F j� W O LJ 1 ■1 r j con Z w ® z 0 U O Lu W_ -J J Q CD � C) W Q cV W CJ') MOH Drawn by. HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: As"I A of --sheets 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 � 1 I I I �-- N M L K J a G E I L I U A®1 1 4"=1 '-0" 1 LEFT ELEVATION 2 1 3 AL TOP OF TIE 5M. __v,1 6 +3g'-(o" TOP OF 4t0 � +31'-roll TOP OF TIE E31'1. I" STUCCO ON " RIB METAL LATH ON FELT OVER THE 50TTOM OF TRUSSES W/ 2" STAPLES (MIN. 13/4" EMBED INTO TRUSS AT EVERY RIB 9 4" O.C. TYP. (SEE F.R.C. 2003 SEC. R103b) (TYPICAL FOR ALL SOFFIT) OL TOP OF 3rd FLOOR - -S +21'-0" 2rd LEVEL GLrz. LINE +lg'-roll 2rd FOOR PLAN ELEVATION MATEfRIAL5 <E 'N®T SYMBOL DESCRIPTION 10 METAL ROOF O2 EXTERIOR IUALLS LU/ SMOOTH STUCCO O3 12" SQUARE COLUMNS O RAISED STUCCO BAND 8 SURROUND O DECORATE SILL # HEADER O ALUMINIUM LOUVER O DECORATIVE MOULDING <t> DECORATIVE GONG. Svmi LOOK O L11-L-flA let LEVEL GLG. LINE TOP OF GROUND FLOOR — .-1 ~1 A-10 REAR ELEVATION 1 4"=1'-0" 8 9 10 11 12 13 14 15 16 L.L] 0� N LJn o LY W p N r.*0,nW m mZ L-LZ 0 �roZ 0 L, W Z a, Uanm W z �z�M I Z Z w 3a J m ~ W Nr_-0 awn cn —� Co D � I � . � .. Z LLB U) (n h a v X U Z Q W Ld �U2 �oa� 0 m L Z O • • (9 F co (O � w,�� LL rn O Q ° _ Z W Ln I I Z ~ QQ0 Z W LL 't O N (��la J Q a-Q L=mod "V^� % O� C- �m�^ 0 ix Z 3Z..� V)oW Q Vw J OZ NZZ Nma.LL p �� K Z g �o a um LU ~ U W ~ N V O � (n a a W m • Z z Fy Q n W z 3 v W w Z =LO m N H Zo 4 0 r o Q N 0- r 0' .w. U r n Ir U; U Q« Z CDQ C 0 0' O � w=F G 0m[L au O Q Qua apa �y 6 01 o t W X z 0 � Z Z Z C � p W E ,_C o u0 or r om m v).0 C O 0 O � W o J w � w WQ z _ CD o O LCD � E x � J J p o Cn Or- r L— ry N D LJ w Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: of --sheets t^ -- - 1 2 3 4 7 5 6 8 9 10 1 _- 1 12 13 14 15 16 FLOOR/WALL - EXTERIOR FLOOR - EXTERIOR USR RTI(o 'a EA CUPOLA N LATICRETE PLAZA AND DECK SYSTEM LATICRETE PLAZA AND DECK SYSTEM LU/ (8) Sd x1 1/2" TO TRUSS ATTACH R41LNG OVER OCCUPIED SPACE (8) Od TO E FLANGE TO HOUSE Exterior a Fini es WK2) 5/I6 "xl I/2 "TAPCONS Flashing over Waterproof Membrane Hot Mapped 90"� Felt pp 211x2" ALUM.TOP. Sealant with Backer Rod Wire Reinforcing (i.) (2) 2X4 TOP fie w/ BOTTOM E VERTICAL RAILS Existing 3/4" Plywood SheathingLATICRETE CElevated over occupied Spac Grout with APA 40/20 1e/32" (VERY. � 48" O/C MAX) LATICRETE Grout Admix (5.) Hot Mopped 90" Felt LATICRETE 3101 Mortar and Grout Admix. with 3/4"x3/4" INTERMEDIATE /4"x3 4 4" E ME E VERT. LATICRETE 226 Thick Bed Mortar Mix (2.) Wire Reinforcing (1.) LATICRETE 9235 Waterproof Membrane (3.) M LATICRETE Thick Bed Mortar LATICRETE 4231 Latex Thin Set Mortar and Additive (2.) Additive with LATICRETE 211 Crete Filler Powder EXP 1 PL'i'UJOOD ON 1.112 LATICRETE Waterproof or LATICRETE 3701 Mortar and Grout Admixture USP 5PT4 LU/ 2X4`5 6 1(o" O/C Membrane (3.) LATICRETE with Floor d Wall Thinset (4.) (6) 10oIx 1 1/2 LATICRETE Thinset Mortar Tile, Brick, Pavers or Stone EACH END 'a with Additive (4.) Plywood Sheathing EACH STUD (3) 2X(o 'a EA, Ceramic Tile CORNERS LATICRETE Grout and F TOF 4 BOT Additive (5.) 1 1 1 1 1 2X4 SOT fE . . . .. _7 .• ROOF U5F LF7 LUI FASTEN YERT.RAILS TO CONC. (8) 8dx1 1/1 EACN E SLAB ALUM. SHOES FROM RAIL MFR TRUSS W/(4)5/1(o11x 1-1/2"TAPGONS EACH ROOF TRUSS NOTES: 1.) Wire Reinforcing: 16 ga., 2 x 2" (5 x 5cm) Galvanized Welded Wire Mesh. — 2.) LATICRETE 3101 Mortar Admix mixed with LATICRETE 226 Thick Bed Mortar. NOTES - Bed m /% CUPOLA DETAILS K— 1 1 RAIL ATTACHMENT Bed thickness is 2" (50mm) Min. Slope Mortar Bed to Drain 1/8" (3mm) 1.) Wire Reinforcing: 16Ga., 2" x 2" (5 x 5cm) Galvanized Welded Wire Mesh. in 12" (300mm) 2.) LATICRETE 3'101 Mortar and Grout Admix. with LATICRETE 226 Thick Bed K Mortar. Bed Thickness is Min. 2" (5cm). Slope Mortar Bed to Drain Min. 1/8" N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE 3.) LATICRETE 9235 Waterproof Membrane- 3.J(LAT LATICRETE 9��mSecondar Waterproof Membrane- Liquid Applied with Liquid Applied with Reinforcing Fabric. y p q pp i Reinforcing Fabric. 4.) LATICRETE 4231 Latex Thinset Mortar Additive mixed with LATICRETE 21 4.) Minimum Continuous Thickness 1/8„ (3mm) Crete Filler Powder or LATICRETE 3101 Mortar Admix mixed with LATICRETE 5.) LATICRETE Sanded Grout (500 Series) with LATICRETE 3'101 Mortar and 212 Floor e Wall Thinset. Minimum Continuous Thickness 1/6" (3mm). Grout Admix. 5.) LATICRETE Sanded Grout (500 Series) mixed with LATICRETE 1116 Grout Admix Plus. J 12 MEAN ROOF HEiGHT TOP OF TiE BM. H® DECK SYSTEM TRAP CEILING NTS. W/ LATICRETE SYSTEM BEYONDib G ---- -- — TOP OF 4th FLOOR -------------- ------- ---- - --- -r---, r---, T---T----r,---- a +31' fill = I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I TOP OF TiE BM. I I I I I I I I I I I I I I m a c w E E 0 L � (Q r U U 36 HI. GUARDRAIL W/ PICKETS QUALLY SPACED TO REJECT A — 4" SPHERE. (TYPICAL) ECIA TOP OF 3rd FLOOR 74� II _II II II I III IIII II II II II I II 1I1 II II II II I1 1I II III IIII1 I1 II III III I1 I1 II II I1 1 I II II I III III I +21-0III 2nd LEVEL CLG. LiNEII II _ ELEV. VARIES 2ND F OR E N D 2"x6" JOISTS AT LANDING i r U @ AT 16 " O.G. PROVIDE FIRE STOP AT MI POINT OF EACH RUN OF STAIR ANpINCs 1 _ — — — 2nd FOOR PLAN ' X SPRUCE OR 3/4" GDX. +10'-6" PLYWD RISER I IT 11 11 �7 11 11 11 11 'FT I I I I �7 Ist LEVEL CLG. LINE 14.5 NAVDJ C OR 16.0 NGVD 2" X 12" S.Y.P. STRINGER F9 3/4" S.Y.P. 02 m PROVIDE FIRE STOP AT MIDPOINT ELEV. +0'-0" OF EACH RUN OF STAIR B FINISH FLR. p', � s •••, • , - — TOP OF GROUND FLOOR 6 +0'-0" = ( 5.5 NAVD) 2x4 P.T. LEDGER BD. SECURED TO SLAB OR 1.0 NGVD W/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. A A®1 STAIR DETAILS A®7 SECTION NTS. 1 /4"=1'-0" 1 2 3 4 8 9 10 11 12 13 14 15 1F --- N � ._- M_ O IZ W LIJ W 17 H �t W M L Z R) M m 0 Z V) U 'It MMW c, z W 0, J o W w 0, 1� N W c� Z z w J z 3 o _._. J o CO Ld ° . w o cn Q- �o=a C) Q O Ld �ma� � U a" M Q2 m �Mo mQ -...� w Ld a_ m v z } 3 ~ �Zw �� 04 LLJ Lr)n rnLLb l O Q 4 ppLh L 3ZW� Q (9 NZz _J O[n 0 Z NM0-LL Cie o K z 5 a m U ° W 0, a36 W in • c9 Z z >� W W Q a o Z �, J tr 3 W z 2N 0 !7 N H z U sa o Q N 0 H d 0 = � � U c� ; ra U Q_ z a3 °. °y0 3 CD�® F Q G 0 o p 'a ao 0 I I Uf %d W z z y O Q E` 0 U O OL 00 O m0 c c O O O W Uw o —' F w W z �o O WL E x=D J —' ICI �✓ � � CD O� w ~ �aI i` N w D �n r„m Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 D151QN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: of --sheets C 101 0 1 2 3 4 ATTACHMENT 1 EXTERIOR DOOR ATTACHMENT 3 WINDOWS N Ix(o PT. 5EVELED BUCK ATTATGHED 2x4 PT. BEVELED BUCK ATTATCHED WITH "T" NAILS e 12" O.G. THEN WITH 'IT" NAILS Q 12" O.G. THEN ATTACHED DOOR ASSEMBLY WITH ATTACHED WINDOW A55EM5LY WITH 1/4" x 4" LONG (MIN.) EMBED) TAPCON 3/16" x 4" LONG (MIN.) EMBED) TAPCON GONG. 5GEW5 4" FROM EDGE 13" O.C. GONG. 5CEW6 4" FROM EDGE I1" O.C. REMAINDER, THROUGH DOOR ASSEM- REMAINDER, THROUGH WINDOW A5SEM- BLY AND BUCK, TO THE G55. JAMB OR BLY AND BUCK, TO THE CBS. JAMB OR PER MANUFACTURES INSTRUCTIONS. PER MANUFACTURES INSTRUCTIONS. M ATTACHMENT 2 GARAGE DOOR a 2x6 PT. TO CONCRETE WALL WITH p 1/211 DIA. EXPANSION BOLTS e 16" O.C. 6" EM5EDMENT SEE GARAGE DOOR DETAIL M-14 X x LU L OPENING ATTACHMENT 5 MK SIZE LOCATION TYPE 6 MODEL_ 7 MANUFACTURE GLA55 8 IDE51GN PRE55URE 101 PAIR 3080 FRENCH W/ 6030 TRANSOM ABV ENTRY DR (+) ® PCM DP10/91 PALM CITY MILLWORK IMPACT +54.6 / -69.0 U2 PGT-101 PGT IMPACT +58.1 / -648 10 2880 FRENCH HALLWAY ® SW-101 PG•T• IMPACT 66.2 / -62.6 I03 PAIR 2880 STORAGE © SW-101 P.G.T. IMPACT +58.1/ -118 104 2880 STORAGE SW-101 P.G.T. IMPACT +562 / -62b 1m5 16'_m",cs'.ro" OH © DECADE II RAYNOR +52.0 / -63b 01 it SLDG GS DR LIVING ROOM O SGD-10R P.G.T. 34b" IMPACT 4%.6 / -62.1 20 s080 SLOG GS DR DINING RM Op 6GD-10R PiG•T• 3/16" IMPACT +520 / -63b 301 6080 SLDG GS DR LIVING ROOM p SGD-10R PaT• 3/1b" IMPACT +55.6 / -62.1 401 PAIR 2568 FRENCH ® SW-101 FG.T. IMPACT +562 / -12b ® PAIR 2868 FRENCH 0 SW-101 PJ3.T• IMPACT +562 / -62b ® PAIR 2568 FRENCH ® SW-101 P.G.T. IMPACT +%2 / -1216 ® PAIR 2868 FRENCH AO SW-101 PG•T• IMPACT +562 / -62b N.T.S. J H tXT. 51 UGC CONCRE' 5LOC SOLID GROI 1/2 11 D EXPANSION BOL AT16"O 6" Pt, TREA' 2x6 NAIL DOHOI-02 H®� N.T.S. G I■ C DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK i3Y DOOR MFR. GARAGE DOOR JAIL B I..n CT LN IDOf\II 111/ 1\IC111 ATIMI FINISH - SCHEC SEE 's' I FOR ATTACI- WAL01-08A CONCRETE BLOCK EXT. STUCCO CORNER BEAD SEALANT SEALANT ALUMINUM WINDOW - SEE SCHEDULE S.HUNG WINDOW. HEAD JAMB SIMILAR 9 PRODUCT PRE55URE ATTACHMENT +60/-60 ATTACHMENT 1 +648/ -648 ATTACHMENT 3 +60/-60 ATTACHMENT I +60 / -60 +60 / -60 +42 / -52 ATTACHMENT 2 +648/448 ATTACHMENT 3 +648/448 I +648/-648 w +60 / -60 ATTACHMENT I +6e1 / -60 +60 / -60 +60/-be 101 25 SH. FOYER 10 PGT-101 Pat IMPACT +60.1. / -66A 40 / -be 10 1/2 34 SH. STORAGE 0 PGT-101 IMPACT +59b. / -193 201 23 AWNING GUEST RM ® PGT-101 IMPACT +62.4 / -83.6 40 / -60 m202 (2) 25 SH. FOYER IO IMPACT +51.1. / 44.0 +60 / -60 z 20 23 AWNING GUEST BATH ® IMPACT +62.4 / 41.1 +60 / -60 O2 25 SH. STAIRWELL 10 IMPACT +60.1. l -66.4 40 / -60 Cl 2 25 SH. STAIRWELL (D IMPACT +60.1. / -66.4 +612) / 40 2 25 SH. STAIRWELL 10 IMPACT +60.1. / 46.4 412) / -60 ® 20 1'-0" x 1'-4" FIXED LIVING ROOM 10 IMPACT +55.9. / -62A +600 / -600 20 3853 SH. LIVING ROOM O IMPACT +515. / -638 +412 / -412 Z 3863 SH. LIVING ROOM (DIMPACT +515. / 438 +412 / -412 ty 2100 3853 $H. LIVING ROOM O IMPACT +515. / -638 +412 / -412 Lu 211 LU 25 5H. DINING ROOM !�j IMPACT +60.1. l -66.4 +60 / -60 z 212 24 SH. KITCHEN O IMPACT +61.1. / 4012 +60 / -b0 p 213 1/235 SH. LIVING ROOM O IMPACT +59b. / -793 +60 / -60 214 1/235 SH. LIVING ROOM 1D IMPACT +59b. / -193 +60 / 400 24 AWNING DEN/GUEST R11 ® PGT-101 IMPACT +61.1 / -66.4 +60/40 (2) 25 SH. FOYER O IMPACT +51.1. / 440 +60 / -be 24 AWNING BATH 2 ® IMPACT +61.1 / -612 +60/_60 4080 FIXED STAIRWELL (D IMPACT +51.5 / 438 +39.4 / -39A 30 25 SH. STAIRWELL 0 IMPACT +68.1. / 46.4 +60 / -60 3 CMIT OMIT 30 25 SH. STAIRWELL O IMPACT +68.1. / 46.4 +60 / -60 25 Sr;. MASTER ll IO IMPACT +68.1. / -66A +60 / -60 3 3853 SDI. MASTER BEDRM O IMPACT +515. / 438 +411 / -411 310 38a 3H• MASTER BEDRM (D IMPACT +515. / 438 +412 1-412 311 3853 SH. MASTER EIEDRM O IMPACT +515. / -638 +412 / -412 12 2-3853 SH. MASTER BATH O IMPACT +54.1 / 408 +be / -be C{i _ 0 313 3853 SH. MASTER BATH O IMPACT +515. / 438 +412 / -411 Q 314 24 DIA. FIXED MASTER BATH !� IMPACT +62.4. / -61.1 +80.0 / -800 315 DIA. 2PA. FIXED W.I.C. � IMPACT +62.4. / -61.1 +800 / -800 o - W /2 34 SH. STAIRWELL PGT-101 IMPACT +59b. / -193 a•60 / 400 11 40 23 SH STAIRWELL IMPACT +62.4 / 41.1 60 / -60 40 23 SH STAIRWELL [ 2� IMPACT +62.4 / 41.1 +60 / -60 40 23 SH STAIRWELL (D IMPACT +62.4 / 41.1 +b0 / 400 4 I': 34 SH. STAIRWELL O IMPACT +5u. / -193 +60 / -be 23 SH OVERLOOK (D IMPACT +62A / 41.1 40 / 400 40 33 SH OVERLOOK O IMPACT +610. / -66b +60 / -60 40 33 SH OVERLOOK O IMPACT 410. l 406b +60 / -be 40 33 SH OVERLOOK IMPACT +610. / 406b +60 / -60 NOTE: (s) EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 112" ALUMINUM WINDOW - SEE SCHEDULE SEALANT CAULK � CORNER BEAD I r•,', 1�11 " I LJ-J /11 CAULK- I_ O 101 I 4/ II MARBLE STOOL I Ll a s POURED I L L I I \ . e a> a CONC. SILL I i/ I I 11 a \ \ / L J- I 11 I I EXT. PLASTER TEMP. O GLASS � O 1 :: FINISH - SEE -� CONCRETE SCHEDULE BLOCK NOTES: N2 P.T. FURRI W/ INSULATION wALm3-02A 1/2" GYP. BD. 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. S®HUNG WINDOW. SILL A®4 EXTERIOR OPENING SCHEDULE AT CONCRETE WALL 11 1/411=1'-0" 2 1 3 1 4 1 5 1 6 7 O ATTACI +MENT 3 8 i 9 10 11 12 13 14 15 have reviewed the below and approved it Engineer or Architect of recored) Name: James Pushouse PE. Registered Engineer 020311 Structure Engineer of record Signed and Sealed PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENTS) 51 SUPPLY BY MANUFACTURE ANNAM CORPORATION TAKE NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. 16 BUILD LNG PRODUCT PRODUCT MODEL MANUFACTURE ATTACHMENT DESIGN PRESS. DESIGN PRESSURES ROOF 5 V. CRIMP SOUTHERN METAL MANUFACTURE 19 METAL ROBING SEALING WASHER SCREWS IN THE CROWN OF THE INVERTED V RIB METAL ROOF (SEE PRODUCT APPROVAL FOR MORE DETAILS) MULLIONS SH MK-40 PGT 10 F.H. SMS STAGGERED ON BOTH SIDES AT MULT. MIN. 33/1611 TAPCON (2) WITH I/2' EMBED TO CONC. +51.1. / -64.0 +60 / -60 FIRE -PLACE ISOKERN UNYENTED WARNOCK HERSEY INTERNATIONAL (SEE INTALLATION, USE AND MAINTENANCE MANUAL NOT APPLICABLE NOT APPLICABLE MK 51ZE TNK TYPE FIN. MATT_ FiRA`1E THRH REMARKS I 2880 13/61, A paint S.c. wd. wood 2 2880 1 3/4" A paint 8L. wd. wood 20. Minutes and provide closer / garage i house 3 2880 1 3/8" A paint S.C. wd. wood ® verify w/ elevator contractor for Size require. 4 2880 1 3/8" A paint S.C. wd. wood ® verify w/ elevator contractor For size require. 5 3080 biFold 1 3/5" D paint S.C. wd. wood 6 2880 biFold 1 3/8" D paint Sc. wd. wood 1 2080 bifold 1 3/5" D 6L. wd. wood 8 26W 1 3/8" A paint S.C. wd. wood marble marble thrh a bath only g 2880 1 3/811 A pain S.c. wd. wood 10 8080 dbl br 1 3/8" D paint s.c. wd. wood 11 30W bifold 1 3/8" D paint S.c. wd. wood 12 2880 1 3/81, A pain S.C. wd. wood marble marble Il a bath only 13 2680 1 3/8" A pa int e.c. wd. wood 14 26W 1 3/8" A paint a c. wd. wood 15 2880 1 3/8" A Paint e.c. wd. wood 16 2880 1 3/8" A paint S.c. wd. wood marble marble tht a bath only 11 28W 1 3/8" A paint S.C. wd. wood V L11 IS 2880 1 3/4" A paint S.C. wd. wood ® verify w/ elevator contractor For size require. lg 28W 1 3/4" A paint e.c. wd. wood Z OL 20 2680 bifold 1 3/8" D pain or.. wd. wood 21 2668 13/811 A pain ac. wd. wood marble marble thrh B bath only Q I 0 10 G-10 - 1/2" GYPSUM 50ARD ON FOIL HACKE INSULATION I"xP.TFURIRING NE1 �11�� ! CORNER BEAD 5/8" GYPSUM BOARD 1"x P.T.WOOD BUCK CONT. SEALANT 1/4" SHIM SPACE PGT(OR EQUAL) CASEMENT WINDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT CONT. MARBI IN GRC CONT. 1/2" GY BOAR FURRIM1 R42 FC INSULT+ NEW ALUMINUM FIXED LASS SYSTEM WIT1,4 ALUM. SILL PIECE 1/4" SHIM SPACE CONTAEALANT ANDBACKER 2 "xP.TA000D BLOCKING POURED CONCRETE SILL STUCCO FINISH D 10 FRENCH DOOR JAMB D®13 FIXED WDW• SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR INT. VERIFY �� EXT. 3-I"xP.TFURRNGDOOR -BEE 11/2" ,:{ GYPSUM BOARD ON FOIL BACKED INSULATION INISH- BEE ALUMINUM AHOLD CONCRETE MASONRY UNI , 71 7 SEALANT STUCCO FINISH n . 2"x PT.WO00 BUCK • b., w CONT. SEALANT CORNER BEAD ' Q PGT(OR EQUAL) 1/2" GPSUM YBOARD CASEMENT WINDOW CONT. SEALANT • SLOPE I/B" PER 1/411 SHIM SPACE e � COMPRESSIBLE FILLER CONCRETE SLAB DTH2J2-02 A®10 FRENCH DOOR SILL A-13 FRENCH DOOR MEAD N.T.S. N.T.S. 13 ILIA] 15 16 W n- (� M O L z am -' .. Z ( MM W O ::D Z p WW w of_I W Z =CDZa Z W agQ � - 3o-, JmC w InQ_m D o!) of � .oao O :Z'Z w �x =�W Q 0 oaa mz'N I�NV^I I- Qn �`-Q W W 1^m V► a 3 O z Z ��0,n ILL ro- ° IllZ W V)LL ° a N Q N Q -a- ; O Q • �m�tp M V' wo ¢ � J L NZZ Q0 Z cnv°malQl o K Z Q 5� F- u J u tD LU U � N W U' O It (n Q n LU 'm • Zr Z o Q a W Z o W 3 IJJ z 0) N N I �H 0 �j z a o 0 • i +» CDoam Q N x -r 0.. 0 I~ -� 3 0. m o o Q:, o . -0 2- Z 1 - w ; I= w �m< G �\\ r a O O 7 d aOo / a- � � �mo U -" n z �_ z Ec 0 OL Or r o c �o0 W O --' W Con zF_ W Q z � O j C) c� Imo+ _W �y cD 04 w �1 J Cn O Z C] Z O (T7 Elf W U � < CV W MOH Drawn by. HVN Project No. Codd File No.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03- 1-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 F E C 1 2 3 4 5 6 7 8 10 1 11 1 12 13 14 15 16 USP TRUSS ANCHORAGE SCHEDULE NOTES VERIFY ALL MASONRY 8 WOOD FRAME OPENINGS SIZES TO FIT DOORS LINTEL SAFE LOADS TABLE (CAST— C R E TE ) O R EQUIVALENT HARDWARE PRODUCT AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. N MARK STRAP DESCRIPTION NUMBERlod S UPLIFT Lbe REMARKS LATERAL Fl LATERAL F2 A USP HTA20 (6) 1od 980# 590 660 TOP OF BEAM TOP OF BEAM GB-1 CB-) TOP OF BEAM EL.20'-4" to 20'4oEL.21'-011 LB-1 LB-1 EL.21'-0" 590 660 B USP HTA20 (9) 1Od 1480# ■ : ■ ■ ■ - - - - - - - - - - - G USP HTA20 1500# ''' ' — — — C2-2 8 P . W/ /8"x ■ (10) 10d 590 660 GB-4 G10 I <_ I ANCIHORIBOL7 B 21411 O. 1180 1320 AS1 - - L10I LE P p USP HTA20 (2) (10) 10d 3000# (ONE PLY) � RAS1 W'I�II [ (L LIA M E USP HTA20 (2) (10) 1Od 3000# (ONE PLY) 1180 1320 III 1 �� _ _ _ _ I I DIN1 RM I I II KIII&N I BEDRM F USP RT16 (8) 10d E.E. 1030# 645 650 'I' ' 9'-0' Cl U � ��, 9 -0 CLG +�J 9 -0 GLCs /I� I )\ MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 B 1 4'-0" 1966 1363 765 8U8 C 4'-roll 1599 1207 592 8U8 0 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 81_18 H 10'-6- 475 530 1 284 1 8U8 ADD 2-16d TOENAILS FROM -� _ _ IS" F OOR TRUS BY S EM [= USP RT24T OR RT24TF (5) 16d E.E. 900# TRUSS TO WOOD BEARING 500 500 1 _n 16" O.G. YPIC,AL I I I 1 I I l I � I I I III I I :•::•i;;•:::•:. ADD 2-16d TOENAILS FROM 500 500 - v - - H USP RT24T OR RT24TF 8 16d E.E. 1255# Q = i I ;;';''' ( ) TRUSS TO WOOD BEARING tt \�, \ SLOPE 2" 1 I" O. �— — USP HTT22 (32) 1Old 5370# (1) 5/8"x 12 E.B. L J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM O ;, I USP HTR16 (2) (6) 10d 1760# TOP21OF0 AM I I I II I I I I I I I I I I I $I I 1 STRAP EA. SIDE OF TRUSS 1180 1320 ' EL I I I I I III I I I I I I ' I= 1 {� ■ ■ I � I ::•i:';•;:•::'i:•: \,1_ �1�._L,/ UGTC2 1350 (10) 10d TO TRUSSES, (8)10d TO 575 575 Q G -5 I I � J L USP L (20) 10d # TO STUDS & (2) 10d TO PLATES ul = I I I I I I I I I I I I I I \/ BEAM SCHEDULE H E me IIII � ,.. DU E M USP MUGT15 (20) 1Od 1350# T10 )STOUDS & (2)d TO S E ,TO8)P0d TO 3965 3965 ilil I I I I I I I I c ES HARDWAi2E SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S I II U �\ /� ' CB CONCRETE TIE BEAM STL =WOOD BEAM SPECIFICATIONS IRE: MAN00D UPS CATALOGS) PAS MAY BE USED IF SCRAP SIZE, GAUGE AND I I I I I I I I I I I III I \ / I I B�ITHRM I I ., fil BB CONCRETE MASONRY BOND BEAM STL =STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM K UPLIFT AND LATERAL CAPACITIES ARE EQUAL To OR EXCEED THE VALUES STATED. ■ I I I / X I I I I I I •.• I I I I I I III I / Notes: I I I I I I �/— — — —\� — L T7P CAL g 5�T• MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS 1. Where more than one strap is used, multiply the uplift capacity by the number of straps. , LIVING M = _ ■ Example: * of straps 2D Mark 2x1240lbs = 2480 Ibs uplift capacity I I I I I I I I I I I 2 *6 REBA - ' I I I I 9l0 C G I I I I I III STANDARD TIE BEAM 2. The uplift for each truss/girder is less than or equal to the uplift capacity for the 8" FLOOR SS SYST M I I • : - CB-1 8" x 12" 2- # 5 2- # 5 MAY POUR DOWN TO TOP specified anchor. •■�\T I I I I I I I I I I I I I m I;�'`• �f. �' 'T"r:-��k�--��:••�',�' OF WINDOW *ADD 2#5 p p 16" O.C. YPIC L I I I I ,,',,, +'; 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means U -� ,'ll CB-2 8" x 16" 2- # 5 2- # 5 0 Ibs). that an unmarked trusses have an uplift ran a from 1 to I - '� I y p g IIII ■ �'� ? L" 1REBAR CB-3 8" x 18" 2 # 5 2- # 6 #3 HOOPS ® 8" O.C. J 4. All truss to wood connections to be MARK I, unless otherwise noted. (7his means that an unmarked trusses have an uplift ran a from 1 to 14-15 Ibs). '�' I I I I I I I I I I I I I I I l'1 m 5. Alternative truss anchors w/ equal uplift d lateral load capacity maybe s lbstituted w/ ,�� I'U I I I I (2-2x8 T. W/ 18`x IC) GB-1 HOOP gb" OC. CB-4 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS roll O.C. engineer's approval. AN HO BO j j I I I I I j I I I I I 2 *6 REBAR CB-5 8" x 30" 2 # 5 2- # 6 2- # 5 #3 HOOPS ®8" O.C. ■ L DCa R (7 P-, CB-S `- - - - - - - ■ 0 CB-6 2- 5 0 8" x 12" 2- 6 3 HOOPS ®8" O.C. ■ ■ 1 ■ # # GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN TOP OF BEAM CB-1 CB-1 TOP OF BEAM 2- 7 2- 7 #3 HOOPS ® 6" O.C. W/ CANT. EL. 21'-0" *wALL EL21-0"DETAL- 1 CB-7 8" x 18" # #PROVIDE 1/S" SPACING 2 6 2- 6AT PANEL EDGES As' SHEATHING & NAILING N❑TE I cB-8 a x 12 ##3 HOOPS ®roll O.C. W/ CANT. HCB-9 8" x 24" 2- # 5 2- # 6 2- # 5 #3 HOOPS C� 7" O.C. APA 40/20 IS/32" PRE-ENG. WOOD MOSES 1. 19 32" MINIMUM A.P.A. EXTERIOR EXPOSURE 1, C-D GRADE PLYWOOD, INSTALLED PER PL EXPOSURE O�OP SHEATHING �\ ® 24" o/r" (SEE ROOF PLAN) MANE. RECOMMENDATION &NAILED WITH 8 d RING -SHANK NAILS @ 6" O.C. IN FIELD & 4" O.C. LB-1 8" x 8" 1- # 5 PRE -CAST LINTEL ON PANELS EDGES. 8" x 8" 1- # 1 1- # 5 PRE -CAST LINTEL 3 G 1 THIRD LEVEL FLOOR FRAMING � LOWER ROOF `\ `\\� ® \\\`\ ` \\ I. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE /4 ,-0„ G (DIS" FNEU' IATIC FASTENER LEGEND \\ *4 REBAR CONT. PROVIDE 2x4 BLO�KI ® �� ALL PLYWOOD SE MS �� -- BETWEEN AMw/1)TRUSSES � TYPICAL95 PNEUi IATIC FASTNERS - ITLJ R�41„ISET / RED14EAD NAIL SEAM w/ 10d • 4" O/C � \ � �—LATERAL BRACING IF EACH SIDE OF SEAM �\\ ®. REMIRED SEE TYR 2 *1 REBAR WALL SECTION) �.\ NAILING s�� (BLOCKING DIAPHRAGI"1) - APPLICATION SIZE TYPE 5PAC INCH REMARKS I/Ib" SPACE AT O� EDGE NAILING 10d • 4" O.C."_'•, 30fd HD 0.143" DIA. SHANK PANEL ENDS ., ® I��DIATE NAILING 10d • b" O.0 � MTL STRAP TO CONC. .�/8 WAS MIN. 2 FROM Q BoLNOR' NAILM 10d • 4 O.C: �; ,.. ,;, ; , � , 15241E8 PER STRIAP ® COFWoRNAILING 10d • 4" O.C. CB-1 TOP BEAM - ' - 1,'2 LONG EDGE OF GONG. II•, ,:t ,T • , �-; B OC OR TIE BEAM 1 II WOOD FASCIA IEEE TOP OF BEAM TOP OF BEAM 0 NON BRCS. WALL SILL .300 HD 5/32" DIA. SHANK TYP. WALL SECTION) ELEV. 10'-0" to 10'- EL. 10'-roll LB-1 EL, 10'-roll ��' ; , `., • *4 6 12" OC. SERIES „ F w/ (2) l6d To EACH ; s•, PLATE TO CONC. SLAB 7/S WASHER 12 O.C. W/HEAD W/ R TRUSS END BOND BEAM OR "L" REB f? 1524 SD TIE BEAM (SEE TYP. WALL SECTION) G10 AS1 ROOF SHEATHING ATTACH M EN 7E DETAIL_ T[_T� 6� 41 m E HIF END � 0 O 1 1 D �a O � Cs,48LE END [ C 3 I . +---- I DIRECTION JU 1 1 I u o. TRUSSES Ca OR FRAM'G. 24" O.G. B 'I' S'''• '' AND KNEEWALLS 3" LONGS LOGO STAMP r-IE74L L47�-I WIRE FASTNERS - PNEU-FAST CO. a 2 +1 REBAR APPL I CATION 51 ZE TYPE 5PAC ING REMARKS a Gg- lro GUAGE W/ roll APART SEE S.F.B.0 SECT. I -6„ O WIRE LATH MIN. 1 1/4" 0101 - 1 SIDE LAPS 3502.3 D E T A PENETRATION 'b" APART 35042(CXbb) fro CSUACSE W/ roll APART SEE S F.B.G SECT. 3/8" RIB 1" (TL. LATE -•I MIN. 1 1/4" * 101 - 1 SIDE LAPS 3502.3 PENETRATION 1 9" APART 35042(CXbb) 1`1ETAL ROOF TILES - ATLAS COLLATED NAILS APPL I CAT I ON 51 ZE TYPE 5PAC ING REMARKS *10-12x1" PANCAKE GALV. PER TILE SEE F.R.C. 2004 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R905.35 W. *2 PHILLIP- SEALENT 5.5%. SPEC'S AND 905.3.E ROOF/L ALL 6�4EATHING - ATLAS COLLATED NAILS .. 2.a , -`APPL I CATION SIZE TYPE 5PAC INCH REMARKS - I _-_N 5/811 1 II ad EDGES - 4" SEE SF.B.G. SECT. I � 0 T1 PLN 2 i2 x .131 COATED ROOF - 4" 213022 � j- I \ CAPA 19/32 � S L_ji__�_� ALL ROOF WALL SHEATHING NAILED �" O.C. __ Ills 1 O� I NOTES: 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 1 I NI O I i 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, O j ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHINGS TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. me w THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER 15 LESS THAN OR EQUAL TO UPLIFT CAPACITY - 2'-0 OH. OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) DIAPHRAGM BOUNDRY TOP OF BEAM I TOP OF BEA I TOP OF BEAM : LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN BEAM SET _ DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL PL rUIOOD FLOOR/ ROOF SNE.AR 511 A1=1-1AGM SCNEDUL,E EL. I0 -6 EL. 9'-011 EL. 10 -6 EL 13 LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS TOP OF BEAM SEE ELEVATION TOP OF BEAM__, L15T ON THE STRAP CONNECTION 5CHEDULE5 INCLUDED ABOVE EL. 10'-roll EL- 107 POURED SOLID W/ BLOCK AND BEAM ABOVE A PANEL FRAM'G. MIN. NAIL SPACING COMMON 6 DIAPH a OTHER TRUSS PANEL 5� E REMARKS GRADE SPCG. THICKNESS BOUNDRIES PANEL EDGES ROOF APA RATED 2'-011 IS/32'I (o" a ZONE 1,2 ro" 6 ZONE 1 8d UNBLOCKED DIAPHRAGM 4" ®ZONE 3 roll g ZONE 243 I EXP. 1 MAX. MIN. U.N.O. ON PLAN FLOOR APA RATED 2 -011 2 LAYERS *S F.H. SCREW roll OC. TAG GLUE AND SCREWED I EXAPTHING MAX. 5/8" d 3/411 UNO. ON PLAN NOTES: FIRST LAYER 3/4" PLYWOOD PERPENDICULAR TO THE TRUSSES SECOND LAYER 5/5" PLYWOOD FOLLOW DIRECTION OF THE TRUSSES AND STAGGER ■ ■ ■ ■ - ■ - ■ - ■ _ A G OR OLT ,@ 24' O.G.) I E GERI ITY11.1 I I I I I - - a- OL 11211 1 I I O SLOPE 2" I 118" F OOR TRUS SYS EMQL I I° I I I 16 O.C. TYPICAL I I O I •/.::. I � .�•.:'::. TOP OF BEAM G I I I I I I I I I I I I I I I 0 IIII U' EL 10'49" ■ I I I I I I I I •I� I 1 I 1 1 II I O X IIIICD I CB-9 - - - - - - - i:4: i IIII U Ary - - - O Ii P W-- ' - 77T CST> :U 1 - - - - - - 01 *2 L L_ IU ACCU ACCU - - _ LU I I - - - I jn I I � AS As1 1 GB-1 G-7 As1A51 III GB-1 ' G - I � � J L —J L--- --------------------------------------------------------------- LB-1 - - -- ■ 1 1 1 11 1 1 1 1 1 1 1 ■ 1 1 1 1 1 1 1 1 1 1 71111 1■ 1 1 1 1 1 1 1 1 1 ■ 1 1 1 1 1 1 1 1■■ [;7:[;7;: ;;[; ■■ I I I■■ 1 1 ■■ MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 48O L55 PARALLEL TO WALL = 360 LBS A- 1 SECOND LEVEL FLOOR FRAMING G1 4 GENERAL NOTES 1 1A"=1'-0" 1 1 2 1 3 14 5 6 7 18 9 10 1 11 1 12 1 13 1 14 1 15 1 16 Li Q' N — LLJ M a lw LLJ in I- a o, M LL Z IN K M t0 Z U lk z W a� I W Ld V,n N Lliz C� _0 Z 0 z z � m F- o U) D cn —I 0' (0 N cLJ `0 m- n � z LI (n In r1a .. x z w jai U Q 0 �oa� m M 00 00 o a FTs Ld L Z O z �[oln� Of K) Mrn LL n ° z z 2 1n_JIn, l ° 0- J a % ix In ate tnz � z NTox O c "°z LiJ z NM d LI_ p K a �� H U J d U m U w N u r o Oe QV d wm > z o Ft Q a o z �3 J W LU z N N H O z 0 � -) F o Q N v JIrF ar x U ; a zU z a o=. M -o F G a U o aU0 o3a o2ir CD 0 U. V c 11[ O maz I J Boa Ec 5_ o OL O • • " O U O Q W o UL LJ w LU z r-1 88 C� LU0 L�1 x J � Q CD z o � � © Iw— �q CN mod CV 0 w Ln a MOH Drawn by. HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 E D C B Sheet No: AS, I A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M 31(00 IT IS THE RESPONSIBILITY OF THE BUILDER/PERSONS ERECTING THE TRUSSES TO INSTALL ADEQUATE BRACING e---------------------------------------------------------------------------------------------------------------- TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL ' CCO NEOPRENE COVER CsE______________________________________________________________ _ __ ___ __ __ -- -- -- - - APPLICABLE RECOMMENDATIONS IN TPI PUBLICATION N CLOSURE COVER r- • •,'q 26 GA. GALV. COUNTERFLASHING I I---------------------------------------------------------------------------------------------------- I SEALANT FASTNER 1 ; F METAL FLASHING 'HIB-91" BATTEN CLOSURE A. I I WATERPROOF TOP ()F PLATE O TOP OF PLATE 5 V. CRIMP I I MEMBRANE1 1 METAL. ROOFING I � EL. 39'-6" EL. 39'-6 �� r •. DETAIL SHOWN FOR WOOD i BRACING NOTES: FRAME CONSTRUCTION - I I \ I I I / DETAIL SIMILAR FOR BLOCK I I 3 2x11 HDR 3 2x12 HDR\,i�(3)2x`12 HDR I I I PERMANENT 2" X 4" DIAGONAL BRACING IN THE PLANE OF CONSTRUCTION = = _ __ THE NEAREST WEB MEMBER CONNECTION WITH (2) - 16d I I SEALANT - \ ' - I I I I NAILS IN EACH WEB IN AT LEAST (3) TRUSSES AT APPROX. M w- a : I 1 / ~ PLYWOOD — METAL L FLASHING 46 DEGREE ANGLE. (REF: HIB-91, Fig. 37, 38 & 39). nl I I I 111 ; Q� I I a =IIII' _ _ I I I PERMANENT BRACING IN THE PLANE OF THE STRUCTURAL sEE 's' DW s I I N C) BOTTOM CHORD OF THE TRUSS. CONNECT WITH (2) - 11d NEOPRENE SPACER o PO N I : I Ilul J I ROOF CLIP \II I II� 1 '�' ; I NAILS IN EACH TRUSS (ROOF ONLY). I 1 o w ' 5 V. CRIMP METAL. ROOFING I I - = jnu EXTEND 2"xb" STUD AT EACH CORNER OF 1 1 CUPOLA AND AT CENTER TO BOTTOM CHORD I -� - - - - - - AND NAIL TO TO TOP BOTTOM CHORD OF 1 11 2 0 TRUSS W/ 4-16d NAILS. 11 I � 1 CV ' I u I PROVIDE 2-TWO" "CATS" AROUND PERIMETER - —4'- - ------ --- -- - --- - ------ 01 COPULA W/ 2-I6d NAILS AT EA. END INT01 I 1 _ Inn TRUSS TOP CHORD OR STUDS. L®1 HIP / RIDGE COVER L-4 FLASHING DETAIL 1 - � I I (V \ M' CV ' 4'-j N.T.S. ' 2"xb" WOOD FRAME I I - uu - - ----T---- �T - WALL TYPICAL 9 ROOF I----------------J 1 ------------- I---------- I I M 2990 ! I - - I I 2'-0" 4'-0� 21-011 K - - - —H I i i I III \ < iD Y/ CONTINUOUS BARS 0 EXTEND TO \ Ui WITHIN 1 1/2" OF FORMS FOR BEAMS I _J I I I - "' I 2" FOR FTGS 0 SEE SCHEDULE 5 V. CRIMP I I rn = _ - _ _ L_---_1 " ---- _------- - - 2x1 HDR \ o � 1 I e METAL. ROOFING d w IN AT CONTRACTORS OPTION, PROVIDE 2(o GA. GALV. METAL = 1 1 - - / \ , \ 1 _ _ a o CORNER 5ARS SAME SIZE 4 NUMBER AS VALLE`I' FLASHING I I I I x III I \` ', _1 5EAM OR FTG WITH GREATEST TOTAL w I I / I e '1 00 _I I I I I 0 I I I I � J I L___________________________________________ __ _--____-_______-________--________--_________-____� I _ // \\ W AREA OF STEEL IN LIEU OF STD 90' ACI FASTNER AT 12" O.C. ------------------- ----- -- F _ o HOOKS 4) LAP 5ARS 45 5AR7 EACH LEG. COMPOSITE SHINGLES `� Z L------------------------------------------------------------------- ------ ;:,I:::;:::, I:I :::; ■ :;Mil; ■--------------------------------------------------- 416 tYP. ~ `J STANDARD cJO* ACI HOOKS ,C cj I I \• a � TOP OF BEA T OF BEAM N _ _ 5/8" CDX PLl'WOOp SHEATHING L EACH CORNER � _ — 6mm � 920 H NOTE.- AT COLUMNS BELLOW MS 0/ CONC H— 4 VALLEY DETAIL H— 8 ROOF PLAN CUPOLA HOOK BARS DOWN INTO COLUMNS 4 LAP s VERTS N.T.S. 1 /4"=1'-0" G —1 CORNER BEAM ,bd NAILS 5 _ NTS FOOTING SIMILAR �� 1060 M D 2�4(d M ,q 1060 EAS TOP OF BEAM 540 OP OF BEAM B (4) 2x COLUMN WITH 16d NAILS g 8" O.C. EL. X-0" : L. 30'-0" �/_b 90 L,4TER,4L E3R,4GE EACH FACE AND NAIL PRIOR TO ERECTION Ibd NAILS 1 nll a nn I C� - I I I CBI-1 I I I I I I I I 1 C511 1 1 I I I I 1 I ■ 4 STUD WOOD COLUMN IIII ■ — 46 4�p ' F (ASSEMBLE PRIOR TO ERECTION I: I \ - I I . III I ( I I I I TYP. WOOD T U56r=5 (W B 1~lEME3E S� - - _ lbd NAILS `9 ,?.:;;: � ;.�:�.�; t IIII nl ■ /. (3) 2x COLUMN WITH Ibd NAILS v 8" O.C. - - - ul _ PERi IANENT WEB D 14CzON,4L EACH FACE AND NAIL PRIOR TO ERECTION CROSS BRAC INS II I I I:?�:�: I I I III III I I I I j IIII E Ibd NAILS N IIII II I I I I III III I I I U I II ( CV I I I I I I I 1 I I I .-. (W- 1 0. 3 STUD WOOD COLUMN o I ` ■ ■ 8u ASi \ N '), t L 4TER4L BRAGS (ASSEMBLE PRIOR TO ERECTION) _ ■ _ _ I„ ® — D 1 RERMANET BRACING D 4 NAILING DIAGRAM m.:,, o o� I III ■ ca N.T.S. IN THE PLANE OF THE WEBS N.T.S. (2) 2x TOP PLATE OF LOAD BEARING WALL W/ USP WOOD TRUSSES TOP PLATE STRAP. U - - BL.TOP PLATES LOAD BEARING WALL (IF APPLICABLE - SEE PLAN) -.... - - n ■ _J I"x18" GA. U5P RT18F (OR EQUAL) STRAP W/ (4)106 COM. Q �illt ® USP (TP-"U" STRAP) NAILS IN HEADER AND (4)10d COM. NAILS IN STUD EACH FACE.I L C US 18 STRAP W/4-10d NAILS) ' = = - _ _ - = I ' Lt WOOD HEADER P RAP L (2) 2x WOOD HEADER NAILED TOGETHER aj - I I I I I I I III - - I I I I w 922 AT EACH END (SEE PLAN) WITH 16d NAILS g 8" O.C. STAGGERED -SEE PLAN o U ? U a o 05L. JACK STUDSco WINE= OPENING NOTE: TYPICAL WOOD BILL TO III 12D518 I I I I I I I I ■ e BE (2) (2)"x SPF* STUDS W/ 1/2" �, ,nll� - a w �+ e e / \ o~ CDx PLYWOOD IN BETWEEN EA.� ■ ■ ;•; ■ ;.; ■ ■ ■ ■ APPLICATION (5 1/2" THICK SILL) TYPICAL AT ALL WINDOWS USP (TP-"U" STRAP) BEARING WALL STUDS WRAPPEDOVERWOOD — SILL USP l tP- "U" STRAP) TOP OF BEAM B SILL PLATES TOP OF BEAM WRAPPED AROUND JACK OPENING AND WALL STUDS SEE PLAN EL. 30'-0" 1060 L10 M 1060 EL. 30'-0' YP. EACH SIDE) 1„ 1 AS 1 2140 (2) 2x STUDS 2�4(d LLINE OF FLOOR USP (TP-"U" STRAP) EITHER SIDE OF OPENING NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS SEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE A A-1 TYR• WINDOW OPENING A®4 TYR. HEADER CONN• A-8 4th FLOOR FRAMING 6c LOWER ROOF N.T.S. IN WOOD WALL DETAIL N.T.S. 1/4"=1'-0" 11 2 3 4 5 6 7 8 1 9 10 11 12 13 14 15 16 I1J 01� N — a- �J M_O 0f LW poLd a M to Z 4tt 7 M M 00 �z w _J Z of in U� nrn N W Z w �2M Z J m ~ 30 . W -i fr a0n LO Z lLJ 0 V) o � Z a vx �cxa U Z W Q �oaLL m a" MQo ao -0 za w of Ld W } Q 3 L Z •• 0 1- w�MIn 0 O Q ° ? w ofnrnro Z W NL� 1 N F' O CL^ Q Q^� ; J d 0-0 � M Q 6 3Z v C Q V M SgI LL J o Nzox V W0 Z Nmma� o K Z Q LLo r U a Um W M U ~ N W UV) Q a wm o 2: z >E Q a 0 Z 0 U �3 J W u., 0 _ al 1`0 � N I �H O Z 0LO 0 Q c av IC _J Of 0F a ° _ ir U ; a z Quo 2 z 20 ao o Q y;F CLm0 nu O G clf fL ao0 •aU -Cm p1 a z r z O E o —J 0 u _° ° �C o o u F o <c o U z� oz 'dw 0 oUJ" E _w m o C~ w UU Q �CN N D as w Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 B Sheet No: A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 STANDING SEAM METAL ROOF OVER 300 i ELT, TIN TAGGED TO APA 40/20 5/8 EXPOSURE I 35/8" METAL PLATE ATTACHMENT PER MANUFACTURE TOP 4 BOT. SEE ANCHOR SCHEDULE m ROOF PLAN FOR TIE DOWNS PRE-ENG. ROOF COP BARS STD. NOOK 4-5/8"0 WEDGE ANCHOR TRUSSES 9 24" O.C. 36M. FIRst STIRRUP 35% PERT. 1�'IEtAL (25 ga.) MIN. 4" EMBEDMENT STUDS 's 16" O/C INTO CONCRETE. GALV. METAL INSUL. At SELECTED AREAS DRIP EDGE 4" TYP. BETWEEN COND. MIN. R-30 CLG. INSUL. UNCONDITIONED SPACES ��GIRDER TRUSS VERIFY w/ CONTRACTOR TOP OF BEAM VARIES 2OID " 2 SP PA25 TRUSS ANCHOR M (SEE ROOF PLAN) M BOTT. BARS I/2 " GYP. BD. OR �^ O Q) 2x8 R.S. ON • I/2" M.R. (GREEN) GYP BD. W/24-16d NAILS • I • P.T. Ix3 FIRESTOP CONT. AT WET AREAS, 2'-0" O.H. Li L2 L3 ONCRETE OR MASONRY 0 4" CONT. SCREEN VENT 8"xl2" CONC. TIE BEAM of I �'8 FRAMING SKEWL FROM TRACK BEAM TYPICAL "' MT. STUCCO SKw/ 4-05 0 CONT. U.N.O. IT I TO SCUDS TYPICAL O 3-5/8"0 THRU BOLTS I MIN. R-42 INSULATION NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A, MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR J"X I J" TAPCON a 24" O.G. - 4" x 6" CEDAR I 1i2" GYPSUM BOARD OUTRIGGER ON P.T. Ix2 FURRING m 24"O.C. Ij (2) P.T. 2x8 LEDGER w/ GONG. SLAB 3/4" ANCHOR BOLTS ® 16" O/C 4" EMBED. MIN.) I FROM EACH END of GIRDER L ADD 2 BO TS A 6 O.C. 2x4 PT BLKBETWEEN (1) LAYERS 3/4" PLYWOOD AND TRUSSES W/ 2-1/4"x3" I1c, ANOTHER 1/2" PLYWOOD BETWEEN L —1 STEEL PLACEMENT L ®4 INTERIOR WALLL-7 GIRDER DETAIL L —1 0 BUCKET E O R GIRDER TAPGONS SCREWED < GLUED TO TRUSSES ND 3/4" GYP-CRETE FLOOR SYSTEM TOP OF BEAM t TRUSS TOP N.T.S. N.T.S. NON BEARING WALL N.T.S. N.T.S. VARIES (SEE PLAN) . I . IS" DEEP TOP -CHORD 8"x12" CONC. TIE BM I BEARING TRUSSES A 16" O/C w/ (4) "5 CONT. K POURED GONG. BEAM TOP CONT. BARS USP HCDP CLIPS W/4-8d EA. END SPLCE AT MIDSPAN *5 REBAR(S) AS C2J LONE UP, ONE DOWN TO AVOID NAIL ONLY AS REQ'D REQUIRED BY IN SAME LOCATION) ATTACH TO UPLIFT TABLE — 5" TIE BEAM TOP OF LEDGER 0.30 L2 "C" BAR "D" BAR OR L3 "E" BAR _ — — GREATER CANT. — — — 5%" STUCCO ON 8" CONC,BLOC " — u SPAN 030 030 C.M.U. WALL � %2" GYPSUM BOARD 030 LI LI OR L2 LI OR L2 L / 10" ON P.T. Ix2 FURRING B 16" OC. J GREATER GREATER — — — — — — — — OVERLAP VERT DOWELS I WOOD BASE POURED CELLOS) W/1 : • MIN. 4'-8" (SEE FOUND. PLAN SEE FOUNDATION PLAN 5 BAR CONT. FROM °' • FOR SIZE t LOCATION) FOR REINFORCE. BEAM TO FTC. a T.S. COLUMN -1i/2'' x ii/2" 1/4" STEEL 1 1/2" RECESS II e 0.125 0.125 0.125 JW/ FILLED GONG. FIN. GRADE FLOOR SREET LI BOTT. Li L2 BOTT. 0.125 BOTT. LTOP PLATE W/ I/2" 0 BAR FIN. FLR o CONT. CONT. L2 CONT. FABRICATE AS SHOWN ELEv.O'-0" (011 "B" BAR MIN. roll B - ° 1 �, MIN. MIN. BARS = d. CANTILIvER NOTE: ACTUAL BL.OGK H 5�'� COURSES MAY VARY CONCRETE PILING LI L2 01 Lg t GRADE BEAM SEE FOUNDATION PLAN NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BARS ARE REQUIRED STIRRUP LEGEND G-7 STEP DOWN TIE BEAM G-10 TS. CAR @ CONC. BIB G14 TYP. 2 STORY SECTION BEAM REINFORCING DETAIL 3/0 = #3 OPEN 3/C = #3 CLOSED N.T.S. 1 /` ;)= 1 '-0" G N.T.S. 2/Fi == #2 HOOOPS STANDING SEAM METAL ROOF OVER 300 FELT, TIN TAGGED - - TO APA 40/20 5/S EXPOSURE 1 / E —1 BEAM REINFORCING DETAIL ATTACHMENT PER MANUFACTURE SEE ANCHOR SCHEDULE PRE-ENG. ROOF N.T.S. ROOF PLAN FOR TIE DOWNS TRUSSES 6 24" O.C. F PRE-ENG. ROOF GALV. METAL HURRICANE STRAP TRUSSES a 24" O.G. DRIP EDGE SEE FRAMING PLAN MIN. R-30 CLG. INSUL. 16d NAILS e4"O.C. MIN. R-30 CLG. INSUL. ST,4GGED I TOP �� VARIES TOP EE PLAN) TOP EE ROOF PLAN PIES INVERT SPT6 U STRAP GYP BD. CLG. No" GYP BD. CLG. WRAPPED OVER SILL PLATE 2'-0" OR E W/ 6-10d NAILS 6 EACH LEG �— P.T. Ix2 ON • 2x8 R.S. CEDAR P.T. Ix3 FIRESTOP CONT. USP- SP6 WITH /(4) 8d (2) 2x�o TOP iE - " USP SPT6 "U STRAP" NAILS AT EACH LEG (SEE POST e BEARING WALL 2'O.N.00 8"x12" CONC. TIE BEAM 4" CONT. SCREEN VENT (OR EQUAL) CONNECTION DETAIL BELOW) WRAPPED UNDER SILL PLATE IN A STUCCO ON I w/ 4-"5 0 CONT. U.N.O. W/ 6-106 NAILS 6 EACH LEG CONT. BLOCKING MTL. LATH SOFFIT I MIN. R-4.2 INSULATION - ff „ BETWEEN STUDS 4" x roll CEDAR OUTRIGGER 2x6 STUDS '� 16 O.C. (REQ'D 6 ALL SEAMS) I I, 2 GYPSUM BOARD (AND NAIL ALL EDGES) ON P.T. Ix2 FURRING G 24"O.C. D PROVIDE BLOCKING AS PER 5,8" STUCCO ON 1 GIRDER / WALL DETAILS 8" CONC. BLOCK R-19 GATT INSUL. I I/2" GYPSUM BOARD ON P.T. 1x2 FURRING 16" OC. lka" STUCCO ON SELF -FURRING WOOD BASE METAL LATH ON FELT OVER s APA 40/20 19/32" EXPOSURE 1 /a GYP. BD. ON 2x6 OVERLAP VERT DOWELS I SEE FOUNDATION PLAN PLYWOOD (NAIL PLYWOOD TO STUDS im 16" O/C MIN. 4'-8" (SEE FOUND. PLAN FOR REINFORCE. C BLOCKING + STUDS 11, 4" O.C. FOR SIZE E LOCATION) II EDGES, 6" O.G. FIELD 2x6 BOTTOM iE 1 1/2" RECESS I roll CONCRETE W/ (5) 16d EA. END FIN. GRADE II FLOOR SLAB ' n FIN. FLR. g II ELEV. 0' -0" OL TOP of rRuss A a +12'-0" A.F.F. FASTEN BOr. PLATE TO TRUSS w/ B SEE TRUSS DRAWINGS FOR EXACT 16FLOORd NAILS 4" O/C (STAGGERED) GIRDER FLOOR TRUSSES MEMBER AND TRUSS CONFIGURATION. CUD TO GIRDER TRUSSES USP RT24F W/ 6-16d EA. END — ' CONCRETE PILING e GRADE BEAM SEE FOUNDATION PLAN A A-1 GIRDER / WALL CONNECTION A-7 TYPICAL FRAME WALL ON CIDER A-1 1 TYPICAL 1 —STORY WALL SECTION N.T.S. N.T.S. N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LL N L,J •- n_o WZ Lv w ;� N r-'t m M K)00 l o Z i D K)M °° 0 z � Z 0 W W , 0 ��in N z w m z _Z �o__ m ~W J u;Q�m � cn cn � F- mo ., Z O LJ (n cZ to n < — U G Q 0 W W U 2x �oa< m `n MQo 0 o �kD z Q ui 3 L Z Oz • • r- Co LO NL"' awn 0* n OQ. 0_w _C9 aIZ �ZW LL'I O0-N C'eQQ i-Z ,V^� oW�,. ;�¢°i O o_ • mv(p n o0- Joe M /� M �b z (n O �j F--z Q V O1n N}Ox V Z Nmdlai ce p K Z DIX F- o A to m U N W ur o Q �, W m • Zm Z > o W W < °a `o Z w � 3 W � 2m F- N H O z 0 0 0 4 N F 0- (E ' ^f U 3 0 zz U z� <o Q 0, o F G W 00ir a°a o0 ap ofu0.0 �m mz a z C z •o< E` 0 O °c 00 u W C C O U F �Ojj o W Of o J �w w W z O U E x � Old J J W 0 CD Z 0 Lu ►� w L) L)C) NLJJ D LO r.'s Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 Sheet No: AS , I of --sheets C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELECTRIC,4L LEGEND W 0) O WW W W 17 Li Z N H a W M m `o Z � O M M m g ELECTRIC METER C9 Z w W W 0, ax^ n IN LJ ELECTRIC PANEL Z _ C D 0 w i a M E� A/C DISCONNECT Z 3o,. KITCHEN HOOP J m I— u! _,0 a ® 240 VOLT RECEPTACLE w m tO Ln ■ ■ ■ _ _■ ■ ■ ■ILA $ DUPLEX OUTLET ZO LIJ z aLnv x -- `D O 0- ■ ¢ oa� — — — — — — — ; $ DUPLEX OUTLET - HALF SWITCHED W.P. � WEATHER. PROOF m � DUPLEX OUTLET TELEPHONE JACK n I V I Q r a ! DOD IN R1 i,-;%'�`�'•, 1 I ii' TELEVISION JACK o FAN FeOAN? Q ' i ` }� ■ CENTRAL VAC. HOSE OUTLETUEJ O Q , z a ! -t--- �CITG�--IEN ' ! 1 I �! ■ FAN WALL SWITCH �af m ----- i%� ,-'� !` •64 3-WAY WALL SWITCH w ' ! - �\ .' �\ - ' I ''' ;'' ems* 4-WAY WALL SWITCH DIMMER WALL SWITCH a 3 CGF DISHWASHER, i _ ?'�L ---� ! DISPOSALS SWICTH ; i` UNDER COUNTER I i' ; �'� S PUSH SUttON SWITCH ■ ii ■ �, I i i i /Ivy WALL OR CLCs. MOUNTED FIXTURE I J. SOX Z O • • � m LO Z Z w n rn r LL� r, O C ■ `` ``` -• -- ,-•'''' i' Al JUNCTION SOX Z W �� I Z f- Zw Wt OCL�N �� `�, ■ P.G. 1 �; PULL CORD FIXTURE N Q a -�� m O m ........ El RECESSED • omvCD LICxHT FIXTURE Z 3 Q V I V.P. ® VAPOR PROOF RECESSED FIXTURE z z _ E N ,} ■ / \ I C < ' { i FLOURESCENT LIGHT FIXTURE uo W w Nm�la i Z � -0 K ' /' S �U FLOOD < LIGHTS d U o F?N' ---'�,.._• — — I 51 O EXHAUST FAN �'? - J i ■ ' •'''%'''''' i'' O SMOKE DETECTOR w V ' .•'�' i _'---------- t L I V I NCB R02I i OT THERMOSTAT 0 Q En ■ ;% i 'ram - ; a 16 ........ Vi ST SPRINKLER TIMER Z m �• Z-� .-' —`— — — INTERCOM Q a IO 15T I I j �lP ;i' ■ ® SECURITY SYSTEM KEYPAD o Z o �� TO IR _._ ._. ,_• _ ( MOTION DETECTOR LO = nnl � i I O n N �N mmmi O Z 0 LO F o Ir N K V / aH mr a moz U; d Q U I J Z_ I( \� Q O Or O F 0 0m< o3a- a O a2,00 m ci tm O mm¢ nz 0oa Ec 3_ o U O 01 r m m� c � O U F o z Q L2 W J w V W WD z 0 cl_s c� o w E Cn 1— 0::� N D Cn by Drawn by. MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 02-15-06 DESIGN PROGRESS 03-21-06 CONST. DEPT REV. 04-28-06 PERMIT SET 05-23-06 B Sheet No: AEA A of --sheets 4 5 6 7 8 9 10 11 12 13 14 15 16 af _ N TYPE SQ ,D, LOAD CENTER MAIN BUS 150 AMPS SERVICE 120 / 240 10 3W NEUTRAL FULL w W z N a n m MOUNTING FLUSH MAINS ML.O. z (W O % ' M M CO ELECTRICAL LEGEND POLES: 40 A.I.C. 10,000 w � Z w O w z O, 1 m ELECTRICAL 'A' Z w C' z Z o_„ g ELECTRIC METER P�4NEL 3ZaM m J o vi~-co a 0 ELECTRIC PANEL 5RKR WIRE LOAD (W.) DESCRIPTION CKT9 CKT" DESCRIPTION LOAD (W.) WIRE 5RKR ai U) : w fO Cr N n ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- f A/C DISCONNECT 1 2 Z C Z CD o= x i 40/2 05 1,500 A.H.0 •1 W/ HEATSTRIP A.C. COMPRESSOR 01 5000 N/C 08 30/2 w Q O � � o a UL ® 240 VOLT RECEPTACLE i 3 4 U m DUPLEX OUTLET DUPLEX OUTLET -HALF SWITCHED 40/2 08 "1,500 A.H.0 "2 W/ HEATSTRIP 5 6 A.C. COMPRESSOR "2 5000 N/C 08 30/2 M o W.P" Q co 0o WEATHER PROOF DUPLEX OUTLET 9 10 g CF'C.I. 50/2 "6 "1500 COOKTOP OVEN 5000 *6 40/2 a Q TELEPHONE JACK 11 12 m Q JACK ui / `� i i i TELEVISION 13 14 �m _ ................ :'� CENTRAL VAC. HOSE OUTLET 40/2 08 5000 FUTURE POOL HEAT (OPT) 15 16 SUB-PNL 5 12,225 % 60/2 w z ;% i - _ _ -- �: �'`� ��`.� �'� ; ' ` `•. -•- `'..� i i WALL SWITCH i i m WALL SWITCH 20/2 012 2000 POOL PUMP (OPT) Il IS WATER HEALER 4500 +h0 25/2 3. 3 • i __,_,_._._._._._,_ r-------------------------- -r :`•..� , � ,, , i`r b4 3-WAY 4-WAY WALL SWITCH 20/2 "12 1500 JACUZZI PUMP 21 22 L OVERLOOK ,i 1 i , ' , '� i i i {4`� DIMME14 WALL SWITCH 20/I "12 1500 WASHER 23 24 IRRIGATION PUMP 3500 #12 25/2 Z O • • F�� U Z w � U) "� r O t FAN FAN ! -• , i--'-'-'-•-'- ---_ I I i t i i Q PUSH EIWTTON SWITCH 20/1 •12 1200 Rf=FRICsERATOR 25 26 GARAGE DOOR OPENER 1200 012 20/1 z W � n a� Z 2 N � I N z ` (�` � � a- I csFl/ WP. CsFI/ WP. I I I - WALL OR CLG. MOUNTED FIXTURE 20/1 012 1200 � DISHWASHER 2� 28 POOL LITE /OPT. 1200 Q Q O `r N L= ul � l `�'�• �I i OPEN j i i -� EXTERIOR WALL MOUNTED FIXTURE 20/I "12 CENTRAL VAC. (OPT) 29 30 DISPOSAL 1200 012 20/1 0 Q m Ji,------------;----------------------{ ; i J. "12 • j OPEN �' �, `� v`� � ,• , ; 50X 1 JUNCTION 50X 20/1 1200 WINE COOLER 31 32 MICROWAVE 1200 •12 20/1 � C) �_ Z J , 20/I *12 02 014 N>_ox IY P0 }o Oz Q W Q `o P.C� I� PULL CORD FIXTURE LAUNDRY LIGHTS 33 34 GF.I. RECEPT. 02 0/ V III NmC_LL Z o Il K `� i ;' ' ``'` i �" �`• i i i 20/I "12 02 GF.C.I. RECEPT. BATHROOMS 35 36 EXTERIOR LIGHTS 2 O 014 15/1 Z Q o — 0 `• i - ' RECESSED LIGHT FIXTURE 20/1 012 SPARE 3l 38 oZ 014 d U m �Al] :\ �. .% I I OVERLOOK 15/1 _____� V.P. ® VAPOR PROOF RECESSED FIXTURE i----------- J SPACE 39 40 SPARE W H N ` ' ` ; i -------------- v y _._._. ;-dt ; I FLOURESCENT LIGHT FIXTURE 0 OOf � rn ! I LIGHTS NOTES: N/C = NON GONGURENT A/C LOADS FLOOD W m 11 •' 0 III O D E R O Z — L O EXHAUST FAN Z � o i ` I I DETECTOR W Qo I 1 I I o SMOKE 1 I z 0 TO 0 1ST FAR I I I I i i CDTHERMOSTAT 3 W Z i ST SPRINKLER TIMER o TYPE SQ ,D, LOAD CENTER MAIN 5US (00 AMPS o = 0 N I I I I I y - �H Zo g o < o a N It a`,, z M U_ ; T a J Qy U Z_ a= O O «' O > 3 H G CLm0 CL U O o.a o `a2K O 0.0 t O O y`< 0mz I J r< 0 Ec = o OL r om u m m� c C p � O U O O W J r w 0 z 88 0 o �L E �x J -I Cn Wrj CD po w Of U Q N D w Drawn by. MON HVN Project No. Cadd File NO.: P E SS 02-15-06 SS 03-21-06 CONST, DEPT REV. 04-28-06 PERMIT SET 05-23-06 r B Sheet No: AE 2 A of --sheets mo f MFG NkosT 0E5LG►-1 -�h� -r'oP Tlz�ss �uTri.�s, R�i�+*•octc,��T -ram C,4 2�ZY '� E4E v.lE L G N T 2O // Mai1.1 ARAiN u. CsdA'M1�'t . y A^shca -ro Aux PalX�4 PAT.► pR/k1A+ %A$.i /tux , DmAkN ok cto•.t gw k'CC vt . TYPICAL �u� AL" �'LC i Mit4 • WpQt<IgC% 59AtCa 0►•L a, { Y f I i 1 S tem # MFG 7 R f4W Condenser QTWpz !� Air Handler Seer m , Sensible BTU Q g .,-"-Total BTU p o Line Size ,c- 1q 1 cq p 1314 — HS PF g, A/H. Fuse 1 V t Cond Fume _ C-�`�'> Y G 4 —System MFG T C 4 i Condenser F '. Air Handler TV/E d q q E 1 Seer 1 4_0 0 Sensible BTU 3)3 Total BTt s I 42000 Line Size (4 r- . P l-1! 19 , G, 6 1 3, - tl S P i- A/H. Fuse /0,I"f'/ i M. n Cond: Fuse 45Pmp5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE QQDES, COUSINS AIR.: INC. _.. 2617 B NW.1.1LANE POMPANO BCI-I. FL 3 3 064 (.954.} 956— .... 8850 CACO27370 N�