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HomeMy WebLinkAboutPRODUCT APPROVAL SUBMITTAL AFFIDAVITBui�DiN� AREAs: LIVING AREA FRONT ENTRY: OOVERED PATIO: 6ARA6E: 1551 5.�. 15O S.P. TOTAL UNDER ROOF: 2456 5•F CO\ _ SHEET :v f — FOUNL TION PLAN PLAN — A-4 F � R ELEVATIONS 0 1 DAI " ' Aa4.1 L � R ELEVATIONS .04 __." Hl At 1T_14�T ..�. ' ION A-5 STRUGTURAL SGHELULES 5=1 STRUGTUAL NOTE 5=2 STRUCTURAL 1:;�ETAI LS PROJECI5-5 STRUGTURAL DETAILS T � �� �::"t. 5-4 STRUGTURAL �ET S .:..- 1 15T FLOOR ELEC GAL M C), SANND FlLt uupy LUCIE r BY sr,u ST, w��i iSIONEDRPli NCEREVIEWED 13Y C� ,2 DATE (0,*D R I D APLANS - WD PERMI MUST E KEPT FF1. : ON OR NO INSPEC ION WI L BE MADE,JOB CODE EDITION: E.S.C.R. 2004, W/ 2006 SUPPLEMENTS BU I LD I N6 DESI 6NED: ENCL05ED TYPE 0E CONSTRUCTION: T`I'PE V — B TABLE 601 FIRE RE515TANCE RATI N6 : 0 OCCUPANCI' CLASSIFICATION: R5 WIND EXP05URE CLAS51 E I CATI ON : 5 WIND SPEED DE516N: E.B.C. — 150 MPH MEAN ROOF HEIGHT: < ROOF LIVE LOAD: TC LL = 20, BC LL =10 TOP CHORD DEAD LOAD: 15 PSI' BOTTOM CHORD DEAD LOAD: 10 P5P 5A 5-1G VELOG1T`r PRESSURE: 25.-14 SF IMPORTANCE/USE FACTOR: 1.0 MIN. SOIL BEARING PRE55URE: 2,500 P-S-E. CONTINUOUS LOAD PATH PROVIDED: YES COMPONENT AND CLADD I N6 DETAIL PROVIDED: YE5 C5E NRAL \07 5 1. DO NOT G LE THESE DRA K NC55: WRITTEN DIMENSIONS AND NOTES SHAD L ONTROL. GONTAGT THE FIELD MANAGER WITH AN`I' GONEL I GTS IN 7HE PLANS 5EEORE SECS I NN I NCB WORK. 2. ON-S17E VURIFICA710N OF ALL D I MENS 1 ONS AND GOND 1 T I ONS SHALL 5E HE RE5PON515I L I T1' 0E THE SUE3yGON7ARG7ORS. EACH SUE3-GON7 AAG OR SHALL REPORT TO THE FIELD MANAC�ER AN1' D I SGREFA G1' OR OTHER OUES T 1 ONS PERTAt I N I NO TO 7HE DRAW I NOS AND/OR S EG E I GAT 1 ONS. S. 17 15 T TENT THAT THESE DRAW I NOS E3E IN GONFORMANGE WITH THE 2 04 F.S.G., K7H 2006 SUPFLE1�ENTS, A.S.G.E. -7-�i5 (DESIGN 0 5 RUGTURE) 2005 AND ALL AFf=LIGAE3LE LOGAL, GO N , STATE AND RAL GORES, ORD I NANGES, LAWS, REr5ULATIONS AND RESTRICTIVE COVENANTS C�OVERNINC� THE 517E OF Y `OR . 4. ALL TR D S SHALL FURNISH ALL LAE30R, EOU I PMENT, MATERIALS, AND PERE R ALL WORK NEGESSAR�', ND I GATED, REASONA5L`r NFERR= OR 5"' ANY GONE WITH _IUR I SD I GT 1 ON TO GOMFLETE 7H I R SGOFE OF WOR<. 57. LUCIE GOUNT`I BU I LD N6 DEPARTMENT FRO MU T APPROVAL 5U5M TTAL APr—I DAV 17 GLASS ATTACHMENT METHOD FLORIDA APPROVAL PRODUCT 1DESION OPENING ID PRODUCT MODEL No. MANUFACTURER PRESSURE WINDOWS: ALUM. WINDOW 5H-4000 PGT INDUSTRIES 3/16" (8) 1/4" TAPGON YV/ 1-1/4" EM5E17 PL-23q 56LHUN6 SINGLE -HUNG PICT_ RECT. ALUM. WINDOW ALUM. -6L;)O r--6000 P6T INDU5TR1E5 3/I6" 1/4" TAPGONS W/ 1-1/4" EMBED; 15-5/16" FROM ED6E5 11-15116" D.G. MAX PL-243 +/-85.'1 DOORS: OUT -SWING SMOOTH -STAR THERMA-TRU N/A (I6)#f3x2.5" PPH WOO17 SCREWS. FL-II'r0 561__HIN6ED (EXT) 561p-2500 106T INDUSTRIES 3/16" (24) 5/16" TAPGON W/ 1-1/4" EMBED PL-251 O5L_9LIDIN6 ALUM. DOOR 6LA55 600 AMARR N/A 5/26" X 1-5/8" LAS SCREWS ® EACH SRAGKET i'L-5302.5 +29.'I/-33.8 56L_OVERHEAI7 I6' X '1' Ml ON n MULLIONS TUBE CLIPPED P&T INDUSTRIES N/AMIN. 5/16" TAPGONS IN/ I-I/2" EMBED. PL-261.2 +/-35 TIMBERLINE 30 GAP MATERIAL N/A (4) I° 12 6UA6E NAILS ®12° o.G. PL-183 +/-85 ROOF 10ANEL5 ATTACH TO WALL IN/ 1/4" DIAM. x 'T/8" CALK -I N ANCHORS HURRICANE 24 ga. GALVANIZED STEEL FL 2501 ROBIGO SHUTTERS :., PANELS ule- CO ON m U- Nm s : J Rf = C� (UO TMM (� W M C CM p C O m X, cc o0 7_ L 85 T Q e e it Cn � e r I WLu �C.. ul Q s Cl) a LL N 0 V- ;w PROJECTM PBH - revisions: drawn by: I date: designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet: C1 1 of: 121 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 MAR SCOTT R. BRENNAN P.E. NO. 51311 4'-4" 2'-0" 4'-A" 5 WWI 0 O I 1 o IOL FIN. FLR. Ifl EL.0'-0" I PI �{ O II_411 `1_011 21_8 1 1 - IY7I G u w L-- --- ----I I I G5 I TYP. I TYP 4" ONG. SLAB FIBER MESH OVER 6 MIL FOR BAR . ER ON GLEAN WELL GO ACTED TE ITE- RESISTANT TREA D FILL I ! I ::............ . :I ;mow - ---.--- ^'. I RATER HEATER LL > I jU m PAD a FIN. - FLOOR ELEV. I 4= - O O 2" SLAB EDGE low.I TYP. - I FOR DRYWALL AND BASEBRD. ELEV. -4" .I G24 FIN. FLR. .I �I FIN. FIR. Iq TERMITE 1 EATMLNT REQUIRED 1-L.0'- " r — — — — T.J. I IL IL 1 N - 1 8l, w n _ a'-114" BEAM ELEV. L. — CHANGE I FILL CORNER 50L ID W/ 6 "H 5-3 4'-O" I GAP, T. at 10'-0" 10 I PI �� lu FI w 1-Y s-s 2'-0" I6'-O" 2'-0" 4'-6" I'-4" 6'-2" 20'-0" 5'-I O'' 6'-2" FILL CORNER 50L I D 1^V b "H GAP, T. at 5'-0" 1 J 0 1 N 1 m O In I In WAY GOT y 3 SEWER �=OUN=7A71 N LAN NOTES: I. DESIGN 501L BEARIN6 PRES URE = 2500 P.5.F. GENERAL GONTRACTOR TO CONFIRM THI5 ASEUMPTION PRIOR TO GOMMENGIN6 CONSTRUCTION 2. MONOLITHIC GONCRETE5LAB +t FOOTIN65 ARE DESIGNED BY RATIONAL ANALYSIS METHOD. ELAB R INFORGIN6 15 REQ'D ONLY WHERE SHOWN. 3. MASONRY WALL5 HAVE BEEN DE516NED TO MEET THE REQUIREMENTS OF CHAPTER RbOb, FOR HVWZ J5E GHAPTER 21 (2122.1) OF THE FLORIDA BUILDING CODE. 4. TOP OF EXTERIOR P D FO TINGS ARE AT ELEVATION —11-4" 5. U.N.O.. = UNLE55 NOTED OT RWI5E 6. HORIZONTAL TRAN5F ER BA NOT REQ'D AT PERIMETER FOOTING (U.N.O.), BASED ON RA TIONAL ANALYSIS. -7. HORIZONTAL JOINT INFO EMENT NOT REQ'D PER AGI 530. b. SEE SHEET A-5 FOR PEG5. q. PROVIDE DOUBLE LAYER 4 of b x b IOAO NN.M. TO EXTEND MIN. 30" FROM INSIDE of FOUNDATION FOOTING AROUND ELA13 PERIMETER J2" NITR I W� TUB 2: LAN/ 2' K5 AAV 2" PLUMBING RIPE ®UNI®N FLAN A 4 **TOP Oi= 5r=A 1 HT. TO BE 551, U. .O. " 71 k; I:J -AV 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 APPLIOARLI'R CODE& 5CALE 1/411=1'-0I' `N � N mLLA W E.._j cU-U- o t Cl cvo o m O � c 7 m z cc go O (7 e e IJ_ CD L9 L9 +-' e e W `n Lo :3 c 0 � a. - ZN� NKH y ZW �Z� J O .j 'g H PROJECTM PON - revisions: drawn by: date: designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet: A-1 2 of: 12 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40D BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN P.E. NO. 51311 52'—O" 52'-0" SLEEPING ROOMS PROVIDE AID EF RESSNING � WINDOW WITH A NET CLEAR OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SIL LNOT MORETHAN 44'NABOV FLOOR. SILL in I N LI 16"H FL 16"H ,0 F. 22'-0" 10'-0" 1'-4 60 HB 04 1 :e'._..A.v�.A:Zv - •-..yReZ.v��.'�e951 I /® 1 e 14'-5�" L I GOB/. FA710 I o q'-O" 01-6. HT. NOM. COVERED PATIO CEILING O TO BE r.TuccO W/ METAL LATH 4'-4" OO L 28"H 15'-a" m - 5=T ROOM 2 ,�M I LY GL6. HT. NO4. 15 N W-O" GL6. HT. NOM. II �� —Il`L 2'- 2'_0" N i 0 41_4" 12O L.I -Kv 16" M. BAR I 42"H. couwrER roQ A-2 16 "H ���ROOM J II d q'-0" GL6. HT. -IN I _ -------------------- o �I HALL Q 14'-0" GL6. HT. I _ d) v KITCHEN `� m 10 q q'-O" GL6. HT. NOM. Z E o _ I I � BATH 2 04(-- Q j W-O" 0L6. HT. I el 11511 11-I� J m -�v O Q m I71NINC� RM. IN RA.6. l'-0" GL6. HT. NOM. 02 - 06 (� AHU O5 Ib"H q'-0" GL6. 10'-3 . NOM. r 2 = 3" m n N ➢J 0 it �n O II Q 04 � N _ LIMING f o� q'-O" GL6. HT. NOM. 2'-2" 2" 2 72�_x36 ATTIC SARASE o el'-O" 01-6. HT. NOM. IWO --•Q. -� W 0' L6Y�R . HT. NOM. LO 1 � I 01 O �6"H HI COVERED E CEILING TO W/ METAL L 16'-0" 3 " 2'-O" 4'-6" 1'-4" 2'-10' 3 _4 20'-0" 52'-0" 5'-10" 6 1-2" 52'-0" —IN OLDI 2�" 2xb OD N NAILER ®TOP OF KNEE: WALL (TOP ® 42" A.F.F) = z TOP CHANIIIIEL OF MTL. STUD AAL llry - d v 2xb MTL. SrUD WALL 6 P. BD EA. SIDE TOP O _ --TYP. AD. B N SE MOLDING G®UNT�i� S�GTI I SCALE 1/2" = 1'0" THE$E PLAN$ AND ALL PROPOSED WORK ARE UBJEC TO ANY CORRECTIONS REQ ARED B FIELD INSPECTORS THAT MAY BE NECE SSARY IN ORDER TO O CON PLY WIT ALL APPLICABLE GORES. 3" o STEEL COLUMN W/ 6" x 6" x 1/4" STL. BASE lE W/ (4) - 1/2" 4 x 3" EMB. WEDGE ANCHORS to SLAB 1° o® 2 H.W.H. GUWi�D N.Ts. I/2" GYP. HOARD--�;y� I/2" GYP. BOARD YC 5-112" METAL 5TUD U.N.O. 7"fFIGAL INTERIOR WALL D I MEN510N DETAIL N.T.S. —CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS, GO BY DIMENSION ONLY. —LOLL EXTERIOR OPENINGS ARE REQUIRED TO COMPLY w/ FLORIDA BUILDING CODE (FB.C.R) 2 SECTION 2413 w/ IMPACT RESISTANCE OR PROTECTION w/ AN APPROVED SHUTTER OR STORM PANEL. CONTRACTOR TO PROVIDE SPECIFICATIONS AND PRODUCT APPROVALS AS REQUIRED. CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH MANUF. SPECS. —STRUCTURAL DESIGN IS BASED ON RATIONAL ANALYSIS. —MASONRY WALL CONSTRUCTION IN ACCORDANCE WITH: SECTION FBC 2122.1, R44015 (A) ACI 530/ASCE 5 —ALL BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIALS. PROVIDE TEMPERED GLASS AT FRONT DOOR ENTRY AS PER FB.0 2004 CHAPTER 24 —GLASS 4 MIRRORS IMMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE TEMPERED GLASS WHERE THE BOTTOM IS LESS THAN 60' A50VE FINISH FLOOR —ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. —ALL LUMBER USED FOR FRAMING SHALL BE STRUCTURAL GRADE NO.2 WITH A MIN. F5 = 1250 PS.f. SOUTHERN PINE, DOUGLAS FIR OR HEM FIR —GARAGE DOOR AT DEMISNG WALL SHALL BE A C-LABEL DOOR WITH AN AUTOMATIC CLOSER AND A 2X4 RA51TTED JAM5 AS PER F.B.C. 2004 SECTION 715. —SILL HEIGHT FB.0 2004 SECTION 10253 THE EMERGENCY ESCAPE AND RESCUE OPENING, NOTED ON PLANS, SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1188 mm) ABOVE THE FINISH FLOOR PROVIDE (1) - 2 x 4 METAL STUD s SIDES 4 TOP TO FORM CHASE FROM ELECTRIC PANEL to CEILING W/ 50' TYPE III G.W5. (PANEL to CLG ONLY) FRONT ENTRY DOOR SHALL MEET F.B.C. 2004 AND NFPA 101 LIFE SAFETY CODE SEC 21-2-2. FRONT ENTRY DOORS SHALL BE CONSIDERED "EMERGENCY EGRESS" AND BE NON -SHUTTERED. — GARAGE TO HAVE 60 SQ, IN. (100 CFM) OF VENTILATION PER CAR — F.B.C. 2004 12103 - SHOWERS: SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS OF SMOOTH, CORROSfON RESISTANT AND NONABSORBANT WATER-RESISTANT MATERIALS 70 A HEIGHT NOT LESS THAN 10" ABOVE THE FLOOR AT THE DRAIN. —CONTRACTOR SHALL COORDINATE ALL THE WORK OF THE TRADES INVOLVED. CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS 4 SPECIFICAION5 FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION 4 APPROVAL OF ARCHITECT/DESIGNER PRIOR TO EXECUTION. —ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS 4 SPECIFICATIONS. VERIFY METER 4 PANEL LOCATIONS —ALL ANGLED WALLS ARE ASSUMED TO BE 45', UNLESS NOTED OTHERWISE —ALL FRAME WALLS ADJACENT TO EXTERIOR SPACES TO PROVIDE 4" R-11 BATT INSULATION —SEE ROOF and/or SLAB PLAN FOR ALL BRCS. HGTS 4 COLUMN SPECS. —SEE FLOOR PLAN FOR ALL BEAM SPECS. —STUDS a WET AREAS TO BE PLACED a 16" oc. w/ CEMENT SACKING BOARD. PER F.B.C. 2004 SECTION R 3092: ANY GARAGE WHICH HAS HABITABLE ROOMS ABOVE IS BEMIRED TO HAVE A MINIMUM OF 1 %" TYPE X GYPSUM BOARD OR EQUAL ON CEILING. EXHAUST FANS MUST V.T.O. _ EXTERIOR BEARING WALL a16" ® O.G. (SEE PLANS FOR WIDTH) 342" MTL. STUD NTERIOR WALL — a 24" O.C. (UNAJ _ 7-1/2" CONCRETE BLOCK WALL. (UN.OJ WOOD INTERIOR BEARING WALL — STUDS a 16" O.G. (UN.O.) ->(- FLOOR BREAK D00F' SG DUL Tag Location Type Door Size Rougj� Oponinci Design Proseure Remarks Width Height Width Hel ht Poe I Ne OI 6ARA&E 56L_OVERHEAD Ib'-0" '►'-O" 1&'-0" 7-0" 22 24 VENTED 02 ENTRY 56L_HIN6ED(EXT) 5'-0" b'-8" 5'-0" b'-8" 25 27 E6RE55 091 FAMILY 05L_5L I D I N6 6'-0" 6'-8" 6'-0" 6'-8" 25 2-7 1-- 04 6ARA6E 56L_HIN6ED(EXT) 2'-8' _ &'--8" 2'1 6'1 WA WA -- 05 AHU 56L_HI N6ED 2 -61, 6 -8" 2 -b" b -811 WA WA -- 06 UTILITY 56L_HINSED 2'-8' 6'-0" 2-8" 6'-011 WA WA -- 017 LINEN SOL-5IFOLD 2'-0" 61-61, 211 b'-8" WA WA -- 08 BEDROOM 4/DEN 5SL_HIN6ED 2'-6" 6'-8" 2'-6" 6'-8" 1 WA WA -- Oq BATH 2 56L_HIN6ED 2'1 6'-8" 2'-10" 6'-8" WA WA I-- 10 BEDROOM 5 56L_HINSED 21-6" 6'-8" 2145" 6' 8" 4Y, WA WA -- II PANTRY 56L-5IFOLD I1-6" 6.-v 1'4" -- 12 BEDROOM 2 56L_HIN6ED 2'-b" 6'I 2'-b" b' & '~WA WA -- 15 CLOSET DBL-5IFOLD 5'-O" 5'-0° 6'-8" WA WA -- 14 M. BEDROOM 56L_HINGW 2'-6" b'-8" 2'-6" &1 WA WA -- 15 W.I.G. S6L__BIFOLD 21-4" 61-8" 21-4" 6'-8" WA WA -- 16 M. BATH 56L_HIN6BD 21-4" 61-8" 2'-4" 6'-8" WA WA -- 1-7 CLOSET DBL.-BIFOLD 4'-0" 61-8" 4'-0" 6'-8" 1 WA WA I-- 11 CLOSET DBL-5IFOLD 1 4'-0" -0" 61 4'-O" W-8" 1 WA WA -- 16 CLOSET DEL—BIFOL.D 6-0' 1 60-8" 51-0" 6'-8" IWAIWAI-- V�ll NDOY�I SGH+�DUL� Tag Location Type Wln 5lze Dow Proeeur P Remor-ka Aldth Height Poe Ne OI L I V I N6 SOLHUN6 ' 5'-2' 6'-2" 25 52 -- 02 D I N I N6 56LHLIN6 5'-2' 5'-B" 26 28 -- 051 FAMILY S&LHUN6 5'-2 5'-5" 26 28 -- 04 M. BATH S&LHUN6 2'-0' 5'-0' 26 55 FIXED 05 M. BEDROOM S6LHUN6 6'-4" 5'-5" 26 26 MYE6RE55 06 BEDROOM 2 S6LHUN6 5'-2' 511 26 26 E&R,ES5 0-1 BEDROOM 9 1 S&LHUN6 5'1 5'-5" 26 26 E&RES5 08 BED 4/DEN 15&LHUN& 5'1 5'-5" 1 26 261 E&RE55 SCALE 1/41'=1 I-05 0 ca -6 t N mLL� E J rU..LL ca - M M M CG 0 J6 cc 00 0 r M CoM L? L9 co i J 0 LL LOto �4 s �o (L LL [PROJECT0:1111111111,11- evisions: drawn by: I date: designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet: A-2 a 12 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392 -�748 E.B.# 7686 SCOTT R. BRENNAN P.E. NO. 51311 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIB,Ln OF THE CONTRACTOR OF RECORD, TRUSS LOAD ©- 4/12 ROOF PITCH 12" ' ' 12 5 F7 rno. -i � ,--' - _j 4 BM HGT. _ PER PLAN CANT at REAR PER PLAN TYi=. TRUSS FRV= I L- SCALE: 3/4" = 1'-0" TYPICAL AROUND ENTIRE ROOF, U.N.O. ATTIC VENTILATION NTILATION OF ATTIC SPACE SHA COMPLY WITH F.S.C. 23263.2 RATIO: MIN.1 Sa FT. OF VENT PER 150 SQ. ET. OF CEILING. ROOF AREA CALCS: QUANTITY OF EAVE VENTS: 2,613 S.F. / 150 OF t 31 = 16 VENTS NOTE:.Sl = OF IN ONE ',/ENT NOTE: THERE ARE NO ROOF VENTS I I ROOF FRAMING FLAN N07E5 ROV= ��SZA�4NC=­; f=L.AN ''A_'' � I 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. 55 F-F. ROOF PITCH PER PLAN, STD. HEELS, SQUARE CUT TAILS, W/ OVERHANGS PER ELEV's x 6 S.P. * 1 VERTICALS a INTERMEDIATE BEARING POINTS, UNLESS NOTED OTHERWISE TYP. OVERHANGS ARE 12 ". —CONNECTION of STUD/TRUSS/GIRDER/POST PER "TR 55 ANCHOR SCHEDULE" —STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). REFERS TO DETAIL REFERENCE ON "DETAIL SHEETS" STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). REFERS TO "SPECIAL CONNECTION", SPECIFIC to THIS PROJECT AS DETAILED ON STRUCTURALPAGE. STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). NOT LABELED ASSUMED TO BE "TRUSS to TRUSS" CONNECTIONS, BY TRUSS CO. **A.L. CEILINGS Q'—O" FLAT U.N.O. I 5C,AL **TOf0 Or - BEAM H7. TO 5r= cl1—Ole 515—I, U LQ ' gNe� Fn a: W E.,M cU-U- 0 m 0 0 c J cc 8o O .. 'Z N wLO Lei 0 0 a coo Z z iqr o o j0.5 PROJECT#e PBN -PIN It revisions: drawn by: date: NLP. 9 /Ob designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet: A®3 4 of: 12 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 1 SCOTT R. BRENNAN P.E. NO. 51311 W W O O ppa o � ad $ N m � Z W � ppv � Z 2 W 2 N�.� <�0�0 Oy Zd'F �+� V�OF �aoy� c 6�,s>Q � �66 yj � p � O E .GQ. oripxQ �ba� Fa W ONO I�..�. � 8 "W" 5" 2" 3' NWN + 114" I TYP. T PITY + 114" CON'T PLATE BEHIND GDR Neee■'. r Nreee ------ - a ... Hvr UDR ;I - A' 07 VAR_ !: � e B 9 COLUMN: SIDE-A SIDE-B T O P CAP: 151,H x WIDTH AS SHOWN 90° CONFIGURATION W/ ((0) •- 3/4" 0 THRt15OLTS (FIELD VERIFY) 5" "WIN 31,211 211,311, NWN VER- TYP. + 1/4" YP. .:.:::: GDR :....::. o:: :■:: ' ::o:. T P. TY + 1/4" 'a GDR, I 1 B ti:: a a =.a N I 1 COLUMN SIDE -A SIDE -B _ T O P D CAP : 12"H x WIDTH AS SHOWN 90' CONFIGURATION W/ ((o) - 3/4" 0 THR15OLTS (FIELD VERIFY) N N W 5111 TYP. 211,31 W T p TY + I/4 CON'T PLATE BEHIND GDR IL F{VY CDR a■ e N . a �I A 6 VER_ f COLUMN I SIDE -A SIDE-B T O P G CAP : 12"H x ' DTH AS SHOWN 90' CONFIGURATION Wl (4) - 3/4" 0 THRUBOLTS (FIELD VERIFY) 10• ALT.4-BOLTS 1U' ,J/ 2 GIRDERS VER/PLAN) ■■ ■ ,, .......L.. ..i::: ...mammon in # OFFSET vER ----; I COLUMN AS 777 I-- REQUIRED Y 1 : A SIQE A SIDE -B CAP: Ira W x 11III H x W W/ 3/4" p-THRUBOLTS (2 or 4 IF SPLIT GDR) TYPICAL CAP 2" ,TTP. 6' 12N T.S. COLUMN GROUT tL. PLATE 4.31 err�ee 2" T.S. COLUMN r - --� GROUT O n I0:...... 0. I - : I BASE 1E : I - n RN (4) ANCHOR- L---� -J STL PLATE +4' TYP. BASE UN.O.` TYPICAL BASE TYP. COLUMN. 3 1/2" x 3 1/2' x 1/4" , UNOy TUBE STEEL TYP., TYP. SEAT PLATE : In" STEEL FOR ALL GIRDER BEARINGS TYP. TYP. BASE PLATE : SIZE ASV. x 3/4" STEEL TYP. W/ 1/8" 0 HOLES FOR 3/4" WED! E ANCHORS TYP. W/ 4" EMB. at BALC. 5LA55 (NO iE RECESS REQ.) and 6" EMB. TYP. ALL OTHER, UN.O. (PROVIDE RECESS FOR FLAT BRG. SURFACE AS REQUIRED) STEEL COLUMN DETAIL ALL STEEL TO BE GON'T 114" FILLET WELD TYP. 3/4" = 1'-0" ALL STEEL TO BE 1/4", ASTM A36 UNLESS NOTED OTHERWISE - PROVIDE 13/16" 0 HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - CONTRACTOR TO VERIFY FIT ' - ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) 1"H 2111.1 21"H 1 "H \ 1 2 7 \ � N \�VER � ■ N iil ill \\ ALT. OFFSET MASNRY WALL 21"H 1"H ALT. T_of BEAM ALT. OFFSET MASNRY WALL CO3, - PLATE BE�14D GDR SIDE FRONT TOP E HANGER to MASONRY : (4) - WEDGE ANCHORS GIRDER to HANGER: (2) - THRU-BOLTS - VERIFY REVERSE BUCKET APPLICATION AS REQUIRED - GDR 2' + I/4" O:. ■ ■ Nee r.. . r O: ■ O: ■. ■ i:::0:: o: ■ 0: R cn 4" / 5° FRONT SIDE TOP ® HANGER to MASONRY: (io) - WEDGE ANCHORS GIRDER to HANGER: (3) - THRU-BOLTS FRONT SIDE HANGER to MASONRY : (4) - WEDGE ANCHORS GIRDER to HANGER. (2) - THRU-BOLTS TOP WEDGE ANCHOR.`i : 3/4" 0 x 4" EMB. HILT[ `KWIK-BOLT II" THRU-BOLTS : 3/4" 0 W1 NUTS and WASHERS GIRDER to MA.SKONRY - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. - 3/4" = I'-O" ALL STEEL TO BE 1/4" ASTM A36 UNLE55 NOTED OTHERWISE - PROVIDE 13/16" 0 HOLES FOR ALL BOLTS AS REQUIRED - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - O NAILER: 2 x 4 P.T. CON'T W/ .145" 0 x 31 PAR (PINS) at 12" O.C. ALT. - 2 x 12 P.T. (T. at T. of F.T.) W/ 1/2"0 x 4" EMB WEDGE ANCHORS W/ 3" x 3" x 1/4" STL. W5HR5 at 24" O.C. O BLOCKING : 2 x 4 S.Y.P.' 2 at 24" O.C., W/I 15T TRUSS SPACE, ANCHOR W/ 2 - 100 TOE -NAILS at EA. END TYP., ANCHOR to MASONRY U,/ U. S. P. "HTA16" W/ 6 - IOD x 1 1/2" NAILS HORIZONTALLY AS SHOWN O SHEATHING : ANCHOR ALONG "BLKG" and "NAILER" W/ 10D NAILS 3" O.C. %9 3/4 !` "ETE DErX CTYR !' 3/E _ T. of FLR IRS. --- T. of 5M O TEM ' C i N TOP G8H0BRG. :n s �' - 2 TOPCHORD BF FLOOR TRUSS FLOOR TRUSS 42 BY OTHERS 4 ;� BY OTHERS NDDJLAR PARALLEL ® TRUSS to MASONRY : U. S. P. 'HTA16' W/ 6 - IOD NAILS HORIZONTALLY O BLOCKING : 2 x 4 P.T. W/ (2) - .145" 0 x 31 P.A.F. (PINS) TYP. (6" FROM EA. END) A FLOOR TRUSS to MASOMY TR! im *,^ IND WALL to MASONRY FLR ijttu WALL 0 TRW to WALL : SEE ROOF L.O. FOR ANCHOR SPEC T. of WALL _ - _ - - �� HEADER PER 2O TOP E to WALL : —SCHEDULE • • • e 2 - 2 x S.Y.P. 112 W/ ; ; 1 U. S. P. "SPT" W/ 4 - SD • NAILS EA. SIDE TYP. (8 TOT) • 2 O WALL :2 x S.Y.P. *2 STUDS PER PLAN at 16" O.C. TYP. • • 3 ® END STUD to MASONRY : 114" 0 x 2" EMB. TAPCONS 12" O.C. TYP. WALL OVR GDR BOTTOM E to TRUSS : 2 x S.Y.P. » 2 W/ 16D NAILS at 8" O.C. TYP. _ PER PLAN f 3/4' GDX T. / Cs. PLYLLpUAI U6 © BOTTOM IE to WALL: U. S. P. 'SPT" W/71 4 - SD NAIL EA. SIDE TYP. (8 TOT) 7 O7 STUD to FLOOR TRUSS : U. S. P. 'RT24F' W/ 6 - 16D NAILS to STUD and TRUSS 112 TOTAL) or 3 - 16D to EA. TOP/BOT. / CHORD of TRUSS TYP. - - ®HEADER :PROVIDE U. S. P. SPT AT 24 O.G. j 2 I3 m- STUDS BELOIDD T (2) "Bl" STRAPS TO CRIPPLE _ DER ABv. O BLOCKING : AT ALL PLYWOOD SEAMS W/ Q 2 - IOD TOE -NAILS EA. SIDE (4 TOTAL) ® B. PLATE to SLAB : 1/2" 0 x 6" EMB. EXPANSION FF. day 1 --- BOLTS 16" O.C. W/ 3" x 3" x 1/4" WASHERS IN 9/16" 0 CENTERED HOLE, SPACE 12" FROM EA. SLAB or T. of 1 �`� CORNER 8 6" FROM EA. SIDE OF SPLICES MASONRY PER PLAN 1 'OIL.. _ .' (PROVIDE 10" MIN. EMBEDMENT at WALL ADJACENT . ; > to GARAGE RECESS AREA) C FRAME BEARING WALL SEE PLAN FOR WALL SIZE TO APPLY ABOVE WALL SECTION) 11 3/4" -- V-0" 6" SEE "TRUSS ANCHOR SCHEDULE" (P "A-5") FOR ALL OTHER ANCHOR 5PEC5 - - BLOCKING: PROVIDE 2 x 4 S.P. " 2 to 5TUD5/FLOOR W/ 2 - 16D at EA. END at ALL WALL/FLOOR SHEATHING SEAMS TYP. - SHEATHING: NAIL to ALL T/B RIBBONS W/ SD A 3" O.C. TYP. - TIE BEAM : SEE "BEAM 5CHEDULE" (PAGE "A-5") FOR EXACT SPEC - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" - - THIS DETAIL SATISFIES ALL 'SHEARWALL" CONDITIONS - - SEE FLOOR/ROOF FRAMNG PLAN FOR DETAIL REFERENCE - - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - FLAT FLANGE UV GUSSET FOR SUPPORT OVER - - BOTTOM CHORD W/ —RAISED HEEL GIRDER ALT. CORNER APE. STEEL FLANGE : 1/4" AS DRAWN, MATCH ROOF PITCH PER PLN GUSSET : 1/4" W/ (4) 3/16" _CLES FOR 16D NAILS to GDR e EA. SIDE T. of BEAM --_ - N i... Cc,): FLANGE to MASONRY 13/16" HOLES FOR (4) - 3/4" 0 x 4" EMB. WEDGE ANCHORS Q: 77 GIRDER: BY TRUSS CO. 4" GDR 4" + V4' SIDE FRONT GIRDER to MASONRY ALL STEEL TO BE 114", A57'1 A36, W/ 100 % CON'T WE�D5 - GROUT MASONRY SOLID FOR BOLTS - - VERIFY STD. or RAISED HEEL APPLICATION TO FIT - - PAINT FINAL ASSEMBLY - CONTRACTOR TO VERIFY FIT - O FOOTING 5CH DU E NO. SIZE TYPE STEEL I 40TES F I 16"W x I6"D MONO 2 105 Dia. CAN'T MONO I F IB 16% x 16"D MONO 2 05 Dia. CAN'T INTERIOT MONO F2 20"W x I6"D MONO 3 M 5 DIa. CAN'T MONO 2 (USE ALM SGH. CHAIRS) F25 20"W x 12"D MONO 3 05 Dia. CAN'T INTERI MONO W/ PLM BCH. CHAIRS F2C 20"W x 16 "D MONO 3 05 Dia. CAN'T • 4 # ' ' BARS W/ LENGTH and AAN CA11 ON LOL. F4C 36"W x 16"D MONO 4 05 Dia. SOT. CAN'T •0440' YE BARS 24'ED P2 24"W x 241 x 1211D PAD 3 05 pia. ElU$. P25 24"W x 2411 x 16111) PAD 3 05 pia. EiU.B. P3 36"W x 361 x 12110 PAD 3 05 Dia. EJU$. P35 36"W x 361 x 16"D PAD 3 05 Dia. EW$. P4 48"W x 481 x 1211D PAD 4 05 Pla. EIU.B. P45 48"W x 481 x Ib"D PAD 4 05 Pia. E.W.S. P5 60"W x 60'L x 12"D PAD 5 05 Dia. E.W.B. P5B 60"W x 601 x 1611D PAP 5 05 Dia. EJW$. P6 12"W x 12"L x 12110 PAD 6 05 Dia. E1U.B. P65 12"W x 12"L x I6111) PAD 6 05 Dia. EW.S. PS "W" x "L"/Pln x 12"D PAD • 5 e 10" O.C.E.W.B. CENTER ON WAL , or AS INDICATED Fee "W" x 1"/Pln x 16"D PAD • 5 e 10" O.CE.WB. CENTER ON WAL , or AS INDICATED STl 24"11 x 12"D STEM 2 05 Dia. CAN'T CENTER on WL, INDICATED on FILM ST1 30"W x 12"D STEM 305 Dia. CONT( PALM BCH. CHAIRS) ST15 30'W x 16"D INT-MONO 305 Dia. CAN'T " ( PALM BCH. CHAIRS) ST2 36% x 12"D STEM 305 Dia. CONT ( PALM BCH. CHAIRS) ST25 36"W x I6"D INT-MONO 305 Dia. CONT ( PALM BCH. CHAIRS) TE 1 8"W x 8"D MONO 105 Dia. CAN'T OVID 6" HWR RECESS ) TE 2 8"W x 12"D MONO 105 Dia. CAN'T GARAG REGE AREA TE25 12% x +/- 22"D MONO 2 05 BA • 5 T. CAN'T PROP RAGE C. PER DT 38-1/6-2 TE 5 12"W x VD CURB 2 05 Dia. CON'T FORA OF SCREEN ENCL. TE 6 "W" x "D" PER DTL MONO 2 05 Dia. TAB CAN'T "ENTRY USED LAB" PER DTL 12C/5-2 TE 1 OWN x "D" PER DTL STEP 1 05 DIa. 0 EA RSR PER DE AIL 12D -2 ("CONCRETE") STEP 6 •5 Dia. BARS PER DE AIL 120 -2 ("PAVERS') FX I W x L / PLN x I6"D EXTENSION 3 05 DIa. CON'T EXTEND IE 5AF S 24" INTO MAIN FIG. NOTE - PROVIDE MIN.12" SOIL EMBEDMENT MEASURED FROM GI tAIDE TC B. OF FOOTING W/ MIN. 4' EXPOOLIRE MEASURED FROM T. OF SLAB TC PROK BED GRADE - PROVIDE DOUBLE LAYER of 6 x 6 - 10/10 W.W.M. TOE MIN 30" FROM INSIDE INSIDE of FOUNDATION FOOTING: AROUND SLAB PERIME R 0 COLUMN 5CHEDUL E NO. SYM. SIZE TYPE STEEL Nc TES C4 0 1 1/2" x 1 1/2" C. M. U. 1 • 4 BAR TYP. AS I ICATE ON PLAN C5 0 1 1/2" x 1 1/2" C. M. U. 1 • 5 BAR " " " C55 [F] 1 1/2" x 11 1/2" C. M. U. 1 • 5 BAR PLACE AT EVERY OTHER COURSE IN DIRECT ON AS WN C6 [T 1 1/2" x 1 1/2" C. M. U. 1 • 5 BAR TYP. AS I ICATE ON PLAN C1 0 1 1/2" x 1 1/2" C. M. U. 1 • 1 BAR " It It C24 © 1 1/2" x 11 1/2" "O" BLK 2 • 4 BARS TYP. AS III, DICATE ON PLAN C245 Eil 1 1/2" x 15 1/2" "O" 13LK 2 • 4 BARS " " " C25 0 1 1/2" x 11 1/2" "O" BLK 2 • 5 BARS It It " C255 ■ ■ 1 1/2" x 15 1/2" 1'0" BLK 2 • 5 BARS " " " C21 C3 1 1/2" x 111/2" "0" SILK 2 • 1 BARS It " WALL DIRECTION C215 C= 1 1/2" x 15 1/2" "O" IBLKI 2 0 1 BARS AM_ C21E = 1 IR" x 1 1/7" C. M. U. 2 • 1 BARS SEE DIAGIF C21F g 1 1/2" x 11 1/2" "O" BLK 2 • 1 BARS SEE DIAGF AMin C21G H 1 1/2" x 15 1/2" "0" BLK 2 • 1 BARS SEE DIAGF AM C2 E, F, G N C25C •• 1 1/L"/ 1 IR" x 1 1/2" C. M. U. 2 • 5 BARS 45' C21C " " C. M. U. 2 • 1 BARS 45' C250 Q 10 1/2 "/3" x 1 1/2" C. M. U. 2 • 5 BARS 45' C21D " " C. M. U. 2 • 1 BARS 45' C45 7". F 1 1/2" x 11 1/2" 'O" BLK 4 • 5 BARS SEE DI BEL OW a C455 1 1/2" x 15 1/2" -O" BLK 4 • 5 BARS SEE DI BE ow C45C :: 111/2- x 11 112" "0" BLK 4 • 5 BARS FC.45 811W x 12"-161 / PLN CONIC. 4 0 5 BARS • 3 0 TIES t 8" OD. PC46 6% x 12"-23"L / PLN CONIC. 4 • 6 BARS • 3 0 TIES It 8" 0 . PC41 8"W x 12"441 / PLN 8% x 12"-241 / PLN CONIC. CONC. 40 1 BARS 6 • 5 BARS 03 0 TIES • 3 0 TIES t 8" 0. t 8" 0 . F C6 FC6 5% x 14"-34"L / PLN CONIC. 6 • 6 BARS • 3 0 TIES It 8" 0 . 1 8% x 14"-34"L / PLN 8% x 20"-30" L / PLN CONIC. CONC. 6 • 1 BARS 8 • 5 BARS • 3 0 TIES • 3 0 TIES t 8" 0 It 8" 0 . . FM PC86 8% x 20"-301 / PLN CONIC. 8 • 6 BARS • 3 0 TIES t 8" 0 . PC81 I&W x 20"-30"L / PLN CONIC. 8 • 1 BARS • 3 0 TIES t 8" O . FC455 , 8"W x 8"/8"L MINIPLN CONIC. 4 • 5 BARS • 3 0 TIES t 8" OX T. of COLUMN / ABV. PC45D N 8"W x 12"/121 MINJFLN CONC. 4 0 5 BARS 03 0 TIES t 8" OX T. of COLUMN / ASV. FC456 ® 12" 0 CONC. SONO-TU5E 4 • 5 BARS • 3 0 TIES t 8" O . - to BE at S HGT. as J. C TOP of ENTIRE COLUMN AME AD REi'E AM THA TIES INTO IT U.N.O. E - ACTUAL COLUMN WIDTH TO BE DETERMINED IN FIELD AS LAYED T A CORNERS AND WINDOWS, PER MIN. REaIIR'EMENTS STATED ABOVE, URO. - ADD STEEL AS REQUIRED, PER ACTUAL COLUMN SIZE INSTALLED, I IER MN TEEL ABOVE - FOR CAN'T COLUMNS THRU 2ND FLOOR, ADD 2 05 BARS (NOT TO 19 E INCLUE ED IN TIES) FOR EVERY 5" of ADD'T COLUMN WIDTH NOTE: - ALL C.M.U. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 Dia. TYP. THROUGHOUT - SEE ROOF/FLOOR LAYOUT FOR ALL WOOD/STEEL COLUMN SPEqIFICATIOI 16 8" x 12" 11011 BLK 311011M N 8" I6" ry LINTEL SRC:. TYP. '. .; LINTEL W/ 4" BhYs "C2E" TYPE COLUMNS W1 Z Z f Y Y BARS CON'T FLR to CLG `� 12" D 16" 0 1=05T 5C�4D UL • MARK TYPE NOTES MARK TYPE NOTES P14 1- 2 x 4 S.YP. • 2 NOTE 3 P6 P65 6 x 6 P. 6 x 8 P. 104 4 x 4 P.T. P45 4 x 6 P.T. P26 2 - 2 x (p S. P. • 2 TYP. MIN, UND. P4C 4 x 8 P.T. P36 3- 2 x 6 517. • 2 P24 2- 2 x 4 S.Y.P. • 2 NOTE 3 P46 4- 2 x 6 5. P. • 2 P34 3- 2 x 4 S.YP. • 2 TYP. MIN., U.N.O. P56 5- 2 x 6 S.Y.P. • 2 P44 4- 2 x 4 S.Y.P. • 2 P66 1 6- 2 x 6 5: '.P. • 2 P54 5- 2 x 4 S.Y.P. • 2 P28 2- 2 x 8 S. P. • 2 D. 64 6 - 2 x 4 S.Y.P.•2 38 3 - 2 x 8 S. .•2 TO 3 1/2"x3 1/2'xl/4", UND. TUBE STEEL, ANCHOR PER DETAIL AS CIF( D ON PLAN SPECIAL NOTES ONLY AS INDICATED ABOVE : I. ANCHOR to MASONRY WALL W/ 1/2" 0 x 4" EMS. WEDGE ANGHIORS 1411 O.C. 8" FIRM TOP/SOT) 2. ATTACH W/ 1/2" 0 THRU-BOLTS WV 1 1/4" WASHERS a 24" O.C. and M . 6" ENDS. 3. ANCHOR TO MASONRY W/ 1/4" 0 x 2" EMS. TAPCONS W/ WASHERS a 16" O.C.FOR BUILT-UP (MIN. EDGE SPACING FOR FLR IRS SUPPORT (NO UPLIFT), 2" - MA 5ONRY, 3" - LUMBER) 4. ANCHOR TOP W/ (2-51/A-5) and BASE W/ (2-01/A-5) (SEE TRUSS ANCHOI Z SCHEDULE) WHERE T. of POST FALLS BETWEEN TRUSSES, PROVIDE 2 x 6 S.Y.O. • 2 C ATS W/ 3 - 160 TOE -NAILS EA END to TRUSS,11Y 4 - 16D TOE -NAILS FROM POST D CAT ICAL. (2 / SIDE) (FOR DECO -COLUMN SUPPORT TYPJ - ALL POSTS at "COVEREP PATIO/LANAP AREAS TO BE WIRE LATHIV and STUCCO FINISHED. - ALL OTHER WOOD POSTS TO BE MIN. 3 - 2 x 4 or 2 - 2 x 6 OP. • 2 (MATC H WALL WIDTH) - ALL MULTIPLE FLY POSTS SHALL BE NAILED TOGETHER W/ 160 a 6" O.C. STAGGERED EA FLY/EA FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HGT. TO MATCH 5% WALL HGT, UNLESS CALLED 0 IT OTHERWISE - VERIFY POST WIDTH TO MATCH GIRDER WIDTH PER TRUSS DWG. - PROVIDE SOLID BLKG. DETWEEN FLOOR SYSTEMS, FOR CON'T SRI. TO MA 5ONRY BEAM, FROM ALL ZND FLOOR POSTS ABOVE. - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. E] �4EAD R 5GHEEDULIE MARK TYPE NOTES H 1 2 - 2 x 12 S.Y.P. • 2 MR TO BE BUILT-UP PER WALL WIDT 4 NAILED PER BELOW 142 ENGINEERED MAX 3 3/8"W x II 3/4"D, BY TRUSS CO. (VERI AS 1 MEMEIER) H3 3-2x12 S.YP.•2 HN 2 x 4 S.P. • 2 NAILER ROOF 4 CLG. or BRACING CAN'T NAIL or B KG- W/ 160 NAILS 6" O.G. or 3 - 16D NAILS PER EA WE TUD T AT IT CROSSES ALT. ANCHOR to MASONRY W/ 1/4" x 1 1/4" EMB. TAPCONS 9 2 " D.C. ( 11N. 2 / BLK) HX THREADED BE BY TRUSS CO. (TO SUPPORT CANT J ) HC 2 x 6 S.YP. • 2 GATE 30' O C. W/ 4 - I/4" 0 x 2" EMB. TAPCO 46 to Mf6ONRY W/ 3 - 160 NAILS EA END FROM TRUSS - ALL OTHER WOOD HEADERS TO BE MIN. 2 - 2 x 12, NAILED TOGS HER W/ 2 ROWS OF 160 COMMONS a 6" O.G., UNLESS CALLED OUT OTHERWISE. - ALL WINDOW HEADERS TO BE 2 - 2 x 10 S.F. • 2 W/ 1/2" FLITCH PLA NAILPER ABOVE - ALL 2 x 12 811. HDRS ARE ASSUMED TO BE CON'T TO BRG POINT � EA. IDE - SEE FOUNDATION PLAN FOR ALL CONCRETE SEAM SPECS. TRU55 ANCHOR 5CH DUL CONNECTION TYPE MARK O ANCHOR TYPE �. MMEL QUANT. SIZE STRA• to TRUSSTRSTRAP sea to WOODWALL uTeuL Loao O eeU1 F1 F-2 LPLFT CaPACmr MARK o TRUSS to MASONRY Al U S P "HTAI6' I 125"W 16 GA 8 - IOD x 1 I' N/ A 590 660 LB5 Al itt717D (2) - 'HTA16 2 1 8-10DA IAIVSTRPIIIBm 132m 3 m0 LEIS A2 MRK ANCHOR TYPE •B 1 U S "R114T OR 4F" O T Y SIZE gi'AAP to TF STRAP to WD WL F-1 F-2 UFL KFT MRK I 1'W 14 GA 5 - 16 x I IR' 5-16 NR (N) (N) 900 OB 1 SEE 5ELOW B2 " I " 1-16 X114, 1 - 16D 1225 LBO B2 Be 11 1lRTI6A1 I 18 GAUGE 9 - 10D x 1 112" 8 - 10 WO WO 13M L Be B7 111 20 4 - 4 - 8D 255 160 415 LDS B7 - PROVIDE T USE.' AI' CLIP 6 - BD S 680 505 x 2"TAF'CONS PER STRAP to MASONRY N / A - - 1225 LBS TITItT WWU W WOW (WALL� BTRP to WOOD ASV grip to WD. BELOW C 1 U S P 'MSTA48" I I I/4'U1 16 GA 1- x l U' 1- 1 or 5 (T) NR I" C 1 1 " 11 - x 11/2' 10 - I or 8 (t) " 1635 C2 Cal N / A toor STEP to LOW ALT. PROVIDE 7APCONB to MASONRY WALL BELOW - I/4' 0 x 2" EMB TAPCANS PER STRAP T ANCHOR TO POST ANCHOR 70 SLAB WD. POUr to SLAB D1 U S P 1 "MP34" 1 4 - OP NAILS (2) - 1/4" 0 x 1 1/2" HI TI "KWIK-CON II" N / A DI M)' D4 'TD2" 1 2 - 5/8" 0 5OLTS (1) - 5/6" 0 x 8" EMB. HI TI 14QUK- T II" 2660 L08 D4 D5 11TD5" 1 2 - 3/4" 0 OCILTS (U - 3/4" 0 x 8" . HILTI '1QUIK- LT II" 3155 L55 D5 D6 " "TD6" 1 3 - 3/4" 0 5OLTS (U - 1" 0 x V'EMEL HI TI IK WK- T II' 5545 L56 D6 D7 "HTT22" 1 16 - 160 NAILS I (U - 5/8" 0 x 8" . HI TI %UK- T II" 365 L56 D7 DO 1 32 - 160 NAILS 1 (U - 5/8' 0 x 101 "J-BOLT' 5310 LBS DO SIZE I ANCHOR TO WOOD BEAM ANCHOR TO MASONRY WD. BEAM to k8W M)" F 1 U S P 'NID210' or 'TH0210-2' or M0410' 1 14 GA 1 20 - 100 NAILS (b) - 114" X 2'L TA (12) 20M LBS F 1 - BEND FLANGE OVER AT MASONRY COFNER APPLICATIONS - VERIFY ANCHOR TYPE PER TRJSSK:IRDER WIDTH TO APPLY - FILL MASONRY SOLID AROUND / ABOVE ANCHOR PER DETAIL 2C / 6-3 F2A CUSTOM PLATE 1 ' (5) - TAPCONS (I) - 114" 0 x 2" EMB. 1815 LBS F2A SEE ANCHOR TYPE ( DETAIL " F2A ' ) FIO U S P I "THP210-2" 1 14 GA 20 - 100 NAILS (6) - 1/4" X 21 TAPCONS/F (12) 20W LSS F110 F13 (3) -1/2" x 4" EMB. WEDGE ANCHORS t0 MASONRY WALL BEHIND W/ 1 at TOP MIDDLE 4 BOTTOM 4500 LBS FI2 TRIM to TRUSS T 1 TRUSS to TRUSS CONNECTION, TO BE PROVIDED BY TRUSS COMPANY, UNLESS NOTED OTHERWISE N / A T 1 - HARDWARE SPECIFIED MANUFACTURED BY "U S P" LUMBER CONNECTORS'", A GIBRALTOR COMPANY - - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS - "TAPCONS" - SPACE MIN. 2" TD. BEAM "WEDGE ANCHORS" - SPACE MIN. 4" W/ MIN. 3" FROM EDGES - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN PINE LUMBER W/ ASTM A446 GRADE A STEEL SIDE PLATE W/ NAILS AS INDICATED, U.N.C. - SD = 0.131" 0 x 2 1/21 10D = 0.148" 0 x 31 16D = 0.162" 0 x 3 1/2"L • (TZ): ALL CONNECTORS AND FASTENERS IN DIRECT CONTACT WITH P.T. LUMBER SHALL BE TRIPLE ZINC COATED FOR CORROSION PROTECTION. WHEN ORDERING PRODUCT WITH TRIPLE ZINC COATING, THE DESIGNATION "TZ" MUST BE ADDED TO THE STOCK NUMBER 0a, MSTAS-IL) TYPICAL TRUSS/GDR MARK ­'NiA_ ANCHOR PER TRUsB ANCHOR SCHEDULE (A, S, C..... ) PAGE REFERENCE FOR SCHEDULE 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, E-1 M SCDUL= 5 O N D S E A M NO. TOP (BOND BEAM) I STEEL BOTTOM (PRECAST "U'9 STEEL NOTES B5-1 (1) - S' x 8" BOND BEAM I 1 05 BAR 1" TYPE BELOW LABELED on PLANI TYP. BOND -BEAM CAN'T AROUND SHELL PERIMETER U.N.O. (SEE WALL HATCH FOR T. of BEAM HGTJ 55-2 (2) - 8" x 8" BOND BEAM 1 05 BAR/ "L" TYPE BELOW LABELED on PLAN ALT. BOND -BEAM COURSE AS NOTED ON PLAN SB-3 N ,� - 8 x 8 BOND BEAM I � BAR/ �� L TYPE BELOW LABELED on PLAN ALT. BOND -BEAM COURSE AS NOTED ON PLAN L0 " II t' II BB or TB TYPE ASV. PER PLAN 8" x 8" PRECAST "U" NO STEEL - L 1 " " 8" x 8" PRECAST "U" 105 BAR - LIS it 8" x 8" PRECAST "U" 105 BAR STIRRUPS - SEE BELOW L2 " " 8" x 8" PRECAST "U" 101 BAR - L26 8" x 8" PRECAST "U" 101 BAR STIRRUPS - SEE BELOW L3 N / A 8" x 8" PRECAST "U" 2 05 BARS 1 BAR TOP / 1 BAR SOT. L4 N / A 8" x 8" PRECAST "U" NO STEEL - L II 12U x 8"H BEAM BLOCK 12% x 8"14 PRECAST "U" lob BAR L 115 1 N / A 12"W x 8"H PRECAST "U' 2 05 IBARBI PLACE STEEL AT TOP " 4- SYMBOL at BEAM CALL -OUT INDICATES FRAMED ARCH BELOW PER DETAIL 1 on PACE "8-3" PLACE STIRRUP'S IN EA. CELL IN AL I &NMENT w/ BEAM STEEL. (NO` TRANVERSE TO STEEL.)03 CLOSED STIRRUP 4'W x ('H"- 5")E.6.IF WTION5EC 'H" = 16''STIRRUP H6T. STEEL PER PLAN VIFJN 1_1S L25 'L--" TYPE ABOVE POURRD CONCRETE (MDL. 18F) NO. SIZE TOP STEEL MID STEEL SOT. STEEL N 0 T E S 528 VW x 28'H 2 01 0 BARS 2 05 0 SARIS, 2 08 0 BARS JAS INDICATED ON PLAN • 3 0 STIRRUPS at 10" O.G. POURED CONCRETE (MDL. 2656) NO. SIZE TOP STEEL MID STEEL SOT. STEEL N O T E S 525 8'W x 20"H 2 • l 0 BARS 2 •5 0 BARS 2 •8 0 BARS UPTURN • 3 0 STIRRUPS at 10" OL. "+" SYMBOL at BEAM CALL -OUT INDICATES POURED CONCRETE ARCH BELOW NOTE: - FILL ALL MA80NF't' SOLID FROM.I°RECAST V" LNTEL TO BOND BEAM - FRL7ViDE MX 30'L x 30'L CORNER BARS at EACH COURSE r LINTEL STEEL PER SCHEDULE of DCLOLE LINTEL TIE -SEAM jfj PROP. • 5 0 x 301 CORNER - BOND -BEAM TOP COURSE STEEL A5v, IS THAT PART OF CON? STEEL BARS at NSIDE and OUTSIDE LNTEL MID AS SPECFED PER TYPICAL I IALL SECTION (Page'8-4') of at -DEPTH TIE, NO ADD'T STEEL IS RE=IR€D) tail MITER LINTELS - FOR 8'44 (80-1 TYPE) BEAMS, USE F'RECAST'U' IA LIEU of BM -BEAM. - FOR 1641 (55-2A5-3 TYPE) CEAMB, USE PRECAST 'U' In LIEU or 500-BEAM at BOTTOM COURSE -FOR 14'H BEAM, USE 8'H RECESSED PRECAST LINTELS, - LAP ALL STEEL MR 48 Bar Dia. or LAR3EST STEEL of LAP TYPICAL - PRECAST BEAM STEEL TO EXTEND MR 4' PAST EA SIDE OF OFENNG PLAN TYP. SECTION - PRECAST LNTELB BY "CAST-CRETE". FOR DSL. 5EAM8, MITER NTERIOR BRG. of LNTELS at Cow or MITER FULL FOR 121w LNTELB T. of BEAM T. or BEAM — rT--7 *1 TOP STEEL � Z 4 � I I 0 Q 1• :I: � ALT. T. of BM !UM1144) .., '• I. ' ■ e f1 MID STEEL 1' fi I.:. I: !L I I I �. STIRFaJPS d IL r 1 1 ' ` �- = r BEAM B. of •S: Bor. arEEL- — STEEL PER - - - VERIFY EXACT SI2E/51EEL SCI$PULE B. of BEAM PER SCHEDULE ABV. T1 P.Wi TYP• " ERA TYI-- w-2 1 E&31 ©STEEL PLAN DJLEE LI PROJECT#: PBH - F W ' 0 0 G o 6�_ UJ <z $Ssx W 8 12 N $ Y CI, �W s� W z�g z§ ez -F� b O cBc�f T -C U : % zro i$ zm H'v' BNBJ� A��€ z 'n o z7 pQ Cps �zz "' V [7 o 13Z o.o o V Z o,� �� 60M r� X i z Z !3 01 : o B S� 000 _ E C4 t e a revisions: drawn by: date: NAME DATE designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: A-5 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 +� r SCOTT R. BRENNAN P. E. N0. 51 31 1 ■■■■■■■■■■■�� --- �_ BEE ME�_emMENEM MENOMONEE T. OF AiNbNG TYF. Elm mimimim T. OF-- OR INUMINI m- SZO I 7iEEX7ERIOR LmX A 11 O N ''All IAII - - - - O -0' F.F. SCALE 1/4"=1'-O'1 15'-1 5/4" A.P.P. TOTAL BL60. 1`E1614T - - - - - - - - - - - - - - 12'-5" A.F.F. MEAN ROOF HEIGHT REAR EX7ERICR L \/AXON "A $ 15 11 9'-0" A.F.P., T.O.B. T-b" A.F.F. - - - - - T. OF WINDOWS TYP. A.F.F. T. O CNTRY DOOR SCALE 1/4"=1'-O 11 0'-0" F.F. 4" RAISED STUCCO 5r4ND D A .T.S 4" CURVED FOAL' I O R ( " fi�'4I51D STUCCO ,4 D N.T.5 2'' ROUNDED FO 1 � STUCCO 5AND V.T.5 5/all /aII 8" RA I5ED STUCCO E3AND DETAIL N.T.5 TERRA COTTA ATTIC VENTS (F-0,41"i) 4" CRUVED F041"l R,4I5ED STUCCO BAND N.T.5 4" OUTLUARD CURVED FOAL l CORN I CI= 1" IOULD INCH LEGN7�4 MAY VARY PER SOFFIT 51?E N75 N.T.5 THESE PLANS Hive ALL HHOPOStu WUNK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, "CD LO > 0O N mLL WE �M -0I,LLJL t0 � Ci T- o CO M M p C y; 0 co 4; cc 0 0 O .O � r Z }, 1 C6 WW � lfi M 0 0 Cl) a LL W coo *kZ�W Zu 0 WO JOJ gF PROJECT#: PBH - LI9 0 me= 0. r y �gy U QD W 8 zW o 05 Z WIZ zmW .�.. +• �m Z Mom m F Qg W ca oyz _ �i n EI W �U)Oa Z1H s ��nn Eify 8oZ CVO I 66 5 t 0 �m06 g. F .s LL c aT CUW S2 On a o" revisions: drawn by: date: 8 O6 designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet: A--4 5 of: 12 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN P.E. NO. 51311 ------- ---------------- 30 i 2 3'-O" 3'—O" H7 X7 CR L.X A7 ®I . ''All ------ ------ LEF7 EXTERIOR EL-F-VA-TION ''All 15'-1 3/4" A.F.F. -- -- -- -- -- -- -- - TOTAL BLGD. HEIGHT 12'-5" A.F.F. MEAN ROOF HEIGHT II'-O" A.F.F., T.O.B. q'-O" A.F.F., T.O.B. T'-S" A.F.F. T. OF WINDOWS TY'P. -- -- -- -- - -- -- -- SCALE 1/4"=1'-0 _O'-O" F.F. 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, A. 15-1 3/4" A.F.F. --- -- -- -- -- -- — -- TOTAL BL60. HEIGHT - - - - - - - - - - - - MEAN ROOF HEIGHT q'-O" A.F.F., T.O.S. '-O" - 7'-8" A.F.F. -- -- -- -- - -- - -- -- - -- T1171p T. OF ININDOA5 TYP. 1360 SCALE Typ. 3'-oil 3r✓— -_' O'-O" F.F. L-Co > ON LA m LL s c E++M GY p CO a M C M p _ C m ca p CD-o g `4 u2 r Ij LO U) cn 0. W ® Z 'too W z v j0J H PROJECT#: PBH - Lu is19 0 Ez= Z w sx 8 31 alo toot U zgg F$ C 8 $ le� Ir -go o Wd. NZ w�ZCZ �... Z mW,4 �' m Vogt Z ZW �°ZC 1x Zrxp v °°W � of ® 0 O IX »' rp �a oyZ ro E1 L! V% lu§g Fn W a� }'6 o J 2 Am0 a W § jE .�. 0�E5 1 o 3 ��Z 6 m ° a �^ � $ to µ� �i'f 0It 9 im 1� 8� ou"s-- N revisions: drawn by: I date: designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 nee A-4.1 6 of: 12 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 LSCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 6 PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2005) NEC SCALE 1/4"=1'-O I ALL BEDROOM RECEPTACLES TO BE PROTECTED BY ARC I NTERRUPTI NS CIRCUIT BREAKER. 2. ALL 5MOKE DETECTOR5 TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 3. ALL LIGHTING FIXTURES AND FAN5 TO BE 5ELECTED BY OWNER/ARCHITECT. 4. ARCHITECT TO 5ET MOUNTING HE I GHT5 FOR ALL F I XTURE5. fLEC.TRICAL RI SFER r;) I ARAM 3 # 1 CU THAN 1 # 6 GROUND IN 2" CONDUIT 150 AMP METER 150 M AMP PANEL MAIN DISC. 120/240V SINGLE PHASE SERVICE BY FPL #4 CU GROUND TO DRIVEN ROD, G.W.P. E FOUNDATION STEEL. A.I.C. CALCULATIONS 10,662 SYMMETRICAL AMPERES 4/0 AL HM/ HD 600 VOLT TRIPLEX CABL" 100 FT. DISTANCE - TRANSFORMER TO SERVICE X 100 X 10,662 2,152,400 469 9,1-10 X 240 2,200000 = M = 1 = 501'1� I + Ab4 .50b X 10062 = 54I6 AMPS PROVIDE MIN. 10,000 AMPS RATED EQUIPMENT. .o &11�17 -IL #� REC=:�55ED CAN LIGHT RECESSED CAN - EYEBALL CEILING SURFACE MOUNT LIGHT 1+ WALL SURFACE MOUNT LIGHT LIGHT w/PULL CHAIN SWITCH ® WALL SCONCE ED OUTLETS DUPLEX OUTLET PEGIAL .. W.P. - G.F.1 PURPTE OUTLET SWITCHED DUPLEX OUTLET Eft, RANOWDRYER 220V OUTLET At�LI POKER DIRECT WIRE CONNECTION TELEPHONE OUTLET MEDIA OUTLET (CATV) �T THERMOSTAT T = t UNDER -COUNTER OR CONGEALED OUTLETS CEILING MOUNTED IMP. OUTLET SWITCHES SINGLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY 5WIT014 USER DEFINED SWITCH ED [E M I SG PI XTURES AR EXHAUST FAN EXHAUST FAN/1-I6HT I=MA05T FAWLI64T/ eAT SMOKE DETECTOR ELECTRIC WALL HEATER ELECTRICAL PANEL EMERGENCY LIGHTING E:lex EXIT SIGN 55ASE ARD ELECTRICAL HEATEIR 4 SECURITY KEYPAD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALJ, APPI-ICABL,E CODES. I50 AMP PANEL LOAD SCHEDULE L AD WIRE TRIP POLE DESCRIPTION CIR CIR DESCRIPTIDN POLE TRIP WIRE LOAD 10 6 60 2 AHU #1 1 L5 2 4- DRYER 2 50 10 5,000 6poal 6 50 2 A/C CONDENSER #I 5 6 9 6 WASHER 1 20 12 1,500 BATH GFI 1 20 12 11500 bpoo 6 50 2 RANGE 4 II 10 EXTERIOR GFI 1 20 12 1,500 12 KIT/DINING LIGHTS I 15 14 4PI500 11 10 50 2 E.W.H. #1 15 15 14 LIVING ROOM 1 15 14 16 FAMILY ROOM I 15 14 I 12 20 1 DISHWA5HER li 16 MASTER BEDROOM (AR6I-AULT) I 15 14 I 12 20 1 MICROWAVE 14 20 'r1A5TER BEDROOM (AIRG FAMiT 1 15 14 19 12 20 1 REFRIGERATOR 21 3EDROOM 2 (ARC PAULT) 1 15 14 +IE I 12 20 1 SMALL APPLIANCE 29 24 3EDROOM 3 (ARC IAULT) 1 15 14 +le I 12 20 1 SMALL APPLIANCE 25 26 BEDROOM 4 (ARC INAULT) I 15 14 6100 12 20 1 DI5P05AL 27 26 BATH LIGHTS I I$ 14 6 q00 12 20 1 GARAGE DR. OPENER 24 50 POYER/HALL I 15 14 51 52 EXTERIOR LIGHT/ GARAGE I 15 14 55 54 55 56 9-7 SPRIN<LER PUMP 2 20 12 2AW 59 21 00 - SMOKE DETECTORS TO BE WIRED ON LINE SIDE or MASTER BEDROOM CIRCUIT - 12,100 + I C LUC STOT NOT X6ENERAL LIGHTING LOAD 1051 S.F. X 5 = 5,55i5 IN COLUMN LOAD LEFT COLUMN = 21,500 LOAD RIGHT COLUMN = 12,100 TOTAL LOAD (WATTAGE) = 55,'455 FIRST 10 KA ® 10096 = 10,000 BALANCE ® 4096 = 11,581 A/C LOAD ®10094 OR HEAT a 65% = 61500 TOTAL LOAD = 25,OBI/ 240V = Ili AMPS 00 NA F5 u- W E'M �Y om 000 C M p C m I O x Wccoo oo� CD LQ z CO)- CO WCO tO W� O O c0 (L LL W Iiiqtm C4 40 0 OV' a Z ,s Z v JOJ y PROJECT#: PBH - w W C'^ y� u Yi 8 E o p�z a:S'g x j W V Z65WE Z $Ir Ir IL W � O 0Z WCLEZ J m 6 = z � m zm�� � 'EN ULpEa.��.c oW Tay E16 F- U,oa �_ gig g 1 z oZZ U ZZ ME -55 �In �� o a o J &=: F W �� oo fs G nej i t$S 8Ll--o revisions: drawn by: date: Ap. CM 06 designed by: CENTEX drawn by: W.P. checked by: A.G. date: 9/28/06 sheet:F-1 12 of: BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 65ENERAL MOTES: 57RU07URAL DRAWING5 SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND 5ITE DRAWIN65. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON 57RUGTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL: AGI-3I8-02, BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE: A151 SPECIFICATION FOR THE DE5ICPN of LIGHT GAUGE, GOLD -FORMED 57AINLE55 STRUCTURAL MEMBERS: AND AISO SPECIFICATIONS: ND5-01, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, W/ 2001 SUPPLEMENTS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLON WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE 15 DESIGNED TO BE SELF-54JPPORTING AND STABLE AFTER THE BUILDING 15 COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 5EQUENCE5 TO MURE SAFETY OF THE 5UIDIN6 AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOANS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 5ITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN LOADS: ROOF: TOP CHORD LIVE LOAD (TOLL) = 20 psf MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, TOP CHORD DEAD LOAD (TOLL) = 15 psf FOR ALL FLOOR GOVERIN6 SPEGIFICATIONS BOTTOM CHORD DEAD LOAD (BOLL) = 10 psf BOTTOM CHORD DEAD LOAD (BODL) = 10 psf 15 A CONTINUOUS LOAD PATH PROVIDED - YE5 TOTAL ROOF LOAD = 55 psf ARE COMPONENTS and GLADDIN6 DETAILS PROVIDED -YE5 WIND: DESIGN RIND SPEED - 130 mph DE515N IN ACCORDANCE A/ 2004 F.B.G., RESIDENTIAL: A5GE 7-02 FLOOR: LIVE LOAD 40 psf DEAD LOAD 15 psf SHOP DRAWING REVIEA: SHOP DRAWING5 WILL BE REVIEAED FOR GENERAL COMPLIANCE WITH THE M516N INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RE5PON515ILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEA. ALL TI HOUTOREVIF_W IWLL BE RETALL URNED IUNNCHED G BY THE TRACTOGNdNTS ARE PROHIBITED WITHOUT THEEXPRESSWRITRT'EH PPERRM15�5ION FROM ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS RILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION/511E PREPARATION: FOUNDATION SHALL MEET, AS A MINIMUM, FBG-2004, TABLE R40I.4.1 PRE5UMPTIVE-LOAD-BEARIN6 VALUES of FOUNDATION MATERIALS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB 51JB6RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 015% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1551. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT 6EOTEGHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTEGHNICAL ENGINEER'S REQUIREMENTS SHALL BE REAORKED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS, DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE OBTAINED FROM A CERTIFIED AGENCY. CONCRETE: GONGRETE SHALL MEET, AS A MINIMUM, F5G-2004, TABLE R402.2 MINIMUM SPECIFIED COMFRF-551VE STRENGTH of CONCRETE. CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 P51 REGULAR WEIGHT FOR FOOTINGS AND 5LA5-ON-GRADE 5,000 P51 REGULAR WEIGHT FOR BEAMS, XkiI COLUMNS CONTRACTOR SHALL SUBMIT PROP05ED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- I" PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AGI 501 AND ASTM C-414 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 15 BATCHED. THE MAXIMUM TIME ALLOWED FROM AHEM WATER IS ADDED TO THE MIX UNTIL IT 15 DEP051TEIP IN ITS FINAL P051TION SHALL NOT EXCEED a10 MINUTES. IF FOR ANY REASON THERE 15 A DELAY SUCH THAT A BATCH 15 HELD FOR LONGER THAN 40 MINUTES THE CONRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS, FOLLOWS: A. 3" FOR CONRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXP05ED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 5/4" FOR SLABS, AALL5 AND J015T5 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS FORMWORK: GO T�KGT DPIN�AGORDDANCND E WITH ACI s44-1, ALL ,RREGO TE EDShRA TITICCOLUMNS FOR �NCREINALLTt AND FOOTINGS SHALL BE DESIGNED AND REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL SCALE, AND RUST PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AGI STANDARDS AND 0iiE FICATIONS. 'ORIZONTAL AND VERTIGA_ 5ARS S--A__ _AP 48D BARS FOR FOOTER, VERTICAL and BEAM STEEL TYP., UNLESS NOTED OTHERWISE. DU UNSCHELED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. PROVIDE 3' X 3' CORNER BARS LAPPi=D AND TIED TO E.AGH BEA`�' �BA4, TY� GAL AT ALL CORNERS. THESE CORNER BARS SHALL BE The SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DF-,AILS FOR ADDITIONAL INFORMATION. WELDED WIRE MESH: WELDED WIRE MESH bxb SHALL BE ASTM A-185, GRADE 55 FREE FROM OIL SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE AV TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACt PLUS TYVO INGHS. MASONRY: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MA50NRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM G-90, GRADE N f'm = 1500 P51. BLOCK SHALL BE PLACED U51NG RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MA50NRY WALL5 TO BOTTOM OF TIF BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CE1 1 5 SHALL COMPLY WITH A5TM 0-416 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" GOAkM A66RE&ATE, AND SHALL BE PLACED WITH A SLUMP OF 6" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "5" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS, OUTLINED UNDER ASTM C-2-10. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 5/6" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CE1 1 5 TO BE FILLED. ALLOA A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. LAP VERTICAL REBAR 46 X BAR NO., U.O.N. MA50NRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (AGI 530/A5GE 5/TM5 402, BUILDING CODE REQUIREMENTS FOR MASONRY 5TRUGTURE5 and 5PEGIFIGATION5 FOR MASONRY STRUCTURES and COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. MASONRY CON511RUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED 5TRUGTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA GONCREI AND PRODUCTS ASSOCIATION (FG4PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK 19 ACCOMPLI5HED IN ACCORDANCE AITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE F04PA TO THE ENGINEER FOR REVIEA AND APPROVAL PRIOR TO BIDDING. 5TRUGTURAL 5 THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERBOTioR OF T�URAL UGEPIATEDYV15H�5RRALILrTNSBy4kEL SHALL BEA5TM A836 kal FOR ANLS LATS ANA5T"TU1�N6TUTE AL BE STEEL MA-50 GRADE F6al. STRUCTURAL PIPE SHALL BE ASTM A-53, 6R713E B, TYPt E OR 5, Fy = 55 kel. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM ASO-1 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A525-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE AITH THE TURN -OF -THE -NUT METHOD. WOOD: WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE OR HEMFER 04LE55 NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb = 1250 P51 AND A MODULUS OF ELASTICITY - 1,600,000 P51 (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALL5). DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH 7PI-02, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-GONNEGTED ROOD TRU55 CONSTRUCTION", AND "HIB 91" COMMENTARY and RECOMMENDATIONS FOR HANDLING, INSTALLATION and 5RAGIN6 METAL-P_ATE- CONNECTED ROOD TRUSSES. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. ROOF SHEA7HIN6: Iq/32" GDX GRADE PLYWOOD, UNLESS NOTED OTHERWISE. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS A DIMENSION5 RELATIVE TO SAME, WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDII IONS AND DATA PRESENTED IN THE DRAWIN65, SUCH CONDITIONS SHALL BE GALLED TO THE ARGHITE '5 ATTENTHON AND NECE55ARY ADJUSTMENTS MADE PER HIS/HER INSTRUCTIONS. PROVIDE 2 X 4 BLOCKING ON ALL SIDES OF THE NOTE: TABLE 2304A.1 NAILING REQUIREMENTS ARE IN ADD17 TABLE 2304. 1�1 Fl CONNECTION JOIST TO BAND JOIST, FAGS NAIL JOIST TO SILL OR GIRDER, TOE NAIL 5RID61N6 TO JOIST, TO NAIL EACH END LEDGER STRIP, FACE NAIL IX6 5U5FLOOR OR LE55 TO EACH JOIST, FACE NAIL OVER IX6 5U5FLOOR TO EACH JOIST, FACE NAIL 2" 5UBFLOOR TO JOIST OR 61RDER, BLIND AND FACE 50LE PLATE TO JOIST OR BLOCKING, FACE NAIL TOP OR SOLE PLATE TO STUD, END NAILED STUD TO 50LE PLATE, TOE NAIL DOUBLED STUDS, FACE NAIL DOUBLED TOP PLATES, FACE NAIL TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PEIGE5 CEILING JOIST TO PLATE, TOE NAIL CONTINUOUS HEADER TO STUD, TOE NAIL GEILIN6 JOISTS, LAPS OVER PARTITIONS, FAGS NAIL GEILTIN6 JOISTS, TO PARALLEL RAFTERS, FACE 14AIL RAFTER TO PLATE, TOE NAIL I" D I A60NAL BRACE TO EA. STUD AND PLATE, F GE P IX8 5HEATHING TO EACH BEARING WALL, FAGS RNIL OVER IX8 5HEATHIN6 TO EACH BEARING, FACE NAIL BUILT-UP CORNER STUDS BUILT-UP 61RDER AND BEAMS, FACE NAIL 2" PLANKS STUDS TO SOLE PLATE, END NAIL 1/2" GYPSUM SHEATHING 5/8" GYPSUM SHEATHING GYPSUM WALLBOARD 1/2" 5/8" ROOF TRU55 NOTES: VENT5 WITH 8d NAILS AT 4" ON CENTERS. iN TO STRAPPING REQUIREMENT'S. rENIN6 SCHEDULE FASTENER5 NUMBER OR SPACING I6d COMMON 3 8d COMMON 5 8d COMMON 2 I6d COMMON 3 8d COMMON 2 8d COMMON 3 NIL I6d COMMON 2 I6d COMMON 16,10.0. I6d COMMON 2 8d COMMON 4 IOd COMMON 24" O.G. IOd COMMON 16,10.0. I6d COMMON 2 I6d COMMON 16" O.G. ALONG EDGE ad COMMON 3 8d COMMON 4 I6d COMMON 3 I6d COMMON 3 8d COMMON 3 IL 8d COMMON 2 8d COMMON 2 8d COMMON 3 I6d COMMON 24" O.G. 20d COMMON 52" O.G. AT TOP 4 BOTTOM 5TAG6ERED ON OPPOSITE SIDES A/ 2 at ENDS AND EA. SPL I GE I6d COMMON AT EACH BEARING Ibd COMMON 2 II GA. 1-1/2" 4" O.G. AT EDGES -1/16" HEAD 8" O.G. AT OTHER BEARING II 6A 1-5/4" 4" O.G. AT EDGES 7/16" HEAD 6" O.G. AT OTHER BEARING 1-5/5" DRYWALL 7" O.G. ON GE I L I N65 8" O.G. ON WALLS 1-1/2" DRYWALL 7" O.G. ON CEILINGS I. TRUSSES MUST BE CAPABLE OF TRAN5FERRINO LA RAL LOAD5 TO BEARING AALL5. 2. TRUSSES, 61RDE95, AND BEAM TIE DOAN5 TO BE 51 ED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS T THE IZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED B THE TRUGTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH 51 DE) 1'-6" TO 6'-0" 3 HEADER STUDS (EACH SIDE) 6-0" TO 12'-0" 4 HEADER STUD5 (EACH SIDE) 12'-0" TO 18'-0" 4. BEARING WALL NAIL PATTERN - BLOCK AND NAIL ALL PLYWOOD a EXT. AALL5 I. PLYWOOD: (FIELD) USE 8D NAIL5 a 6" O/C (EDGE) USE 8D NAILS 0 4" O/G 2. 6YP5UM: (FIELD) USE 5D NAILS a 10" 0/0 (EDGE) USE 5D NAILS ® 7" 0/0 5. ROOF NAILING PATTERN I ZONE I - USE 80 COMMON NAILS 0 6" O/C ZONE 2 - USE 8D COMMON NAILS a 6" 0/0 3 ZONE 3 - USE 8D COMMON NAILS 0 4" 0/0 U5E 8d RING -SHANK NAIL5 FOR ALL FASTENIN65 IN NAILING ZONE 3 IN 150 MPH RIND SPEEDS. 6. 1/2" GYPSUM CEILIN6: USE 5D NAILS ® 7" 0/0 7. SEMCO 2 1/4" X .151 4 PA5ELODE 2 1/4" X OdI41 PNEU ATIG NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS 8. SEE STRUCTURAL NOTES FOR 5HEATH I N6 5PE I F I GA IONS. cl. END JOINTS OF THE ROOF 5HEATHIN6 SHALL BE 5Tjr6ERED AND OCCUR OVER FRAMING MEMBER5. A = 1096 OF MIN. WIDTH OR .4 X HE16HT, WHICH EVER IS 6REATER BUT 15 LE55 A THAN B. A Q O O _I A —� or ROOF ZONES O 0 -6 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OFIDIA TO COMPLY WITH ALL APPLIOARLE (3OrMS. x W ca 00 L r _0 LL Ln M N m w WLLJ u) U') t X u 0 co U) 0- u- LLI W W tip �0 yam ®`W V Jp� N j low- H Z H Z � O 2 PROJECT#: PBH - W W �•` y 0 N 6-g .:S O N v / US J z v,B S to ui $ c :5 N K W uzZ -&a (ti. o = ON Z W12 I2 m -K Zm' o pW y�'g IC o Its ?g zoo --� Qm FS�_ 6� $�� 25 ZoZ i W < Z W !Ella 161Z U zZ amp � �8 H M v Wy Z � Y O ��$ ?. F µµ1�oaMi �a p IN $ G� Ot5AO fro, m revisions: drawn by: date: VINE designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: S®1 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 51 31 1 MIN. ____= 11 __ 1111=1 11=1 o �=III=III=1I1=1 q 1I1=1I1-III-III-, -III III _III -III -III -III 11=1 I I=1 I I-1 I IEE 1=1 11=1 11=1 - - - - - -III=1I1- -III -III-I I ° I•a ° a I=I I II 1 El I o d___ II -III ° ° III III- III m =III=1 a °a I 105 _° ___11I I=1 11111 11=111=1 11-� I I-IIII 11-I 1 I-1 I-1111=1 I=1 I I=1 I I=1 I I=11-iI-I I -- III , ;,ISEE FT6. SCHEDULE S I i%EFOR SIZE AND REINGLEAN WELL COMPACTED TERM RE51 STANT TREATED FILL r2 ST=1�AALL CON IT r—OOT 1 N6 SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND REINFORCEMENT cV � OC GLEAN WELL GOMPAG R - TERMITE TREATED FILL CONCRETE SEE FOOTING SCHEDULE i=OR SIZE AND REINFORCEMENT STEEL COLUMN - ALT. LOCATION N W/ BASE I or 2 AS REQUIRED _ SEE DTL "SC —I" _ 77= (PAGE A-5) p T I=III GLEAN WELL COMPACTED7, , TERMITE TREATED FILL CONCRETE TREAD SCALE: 3/4" = 1'-0" PAVERS THIN SET to MASONRY and SAND -SET IN BETWEEN TYP. all MIN. z TREAD ,,4PER PLAN = El II-_ 1 y IIUUII— +/— 1 GII' II � III e-�a -III= _I II 11- I I=1 I I=1 11= PAVERS ® ENTRY 5TE105 Zsm FOOTING SCHEDULE ON A-5 VERIFY TYE PER PLAN poR SIZE AND REINFORCEMENT SEE DETAIL I'D" PAVERS THIN SET to MASONRY ASV. FOR STEP and SAND -SET IN BETWEEN TYP. °,° a • • I/2 a � X a- d Q m � _� III- - - I I (III I- ILII-I I a 11=' _ = =1► _ FAVER5 C ENTRY RAISED SLA5 SEE FOOTING SCHEDULE FOR VERIFY TYPED ER PLAN SIZE AND REINFORCEMENT PAVERS \ SAND BED PER PAVER SPECIFICATIONS OPT. SCREEN ENCLOSURE to CONCRETE, BY OTHERS I . GLEAN WELL COMPACTED LLI I=1 I I=1 I 11= TERMITE TREATED =11 III= ,�, I III III�II SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND REINFORCEMENT B FAVER =)&r= SEE FOOTING SCHEDULE ON A-5 W.W.M. 4" CONCRETE SLAB FOR SIZE AND REINFORCEMENT VAPOR BARRIER ALT. INTERIOR STEP - - - - - /• ° - - -I --=-��I �1111111=1i1 IIIIIIII I ,,,II GLEAN WELL COMPACTED TERMITE RE5ISITANT TREATED FILL A THIGKENEl7 5L,4S E06E 12 r-LATAORfK OF.TA I LS 5-2 SCALE: 3/4" OA ALT. A/C UNIT at F.F. B ALT. GENERATOR PAP SEE FLOOR PLAN SIZE and LOCATION PER FOR LOCATION-. MANUFACTURERS SPECS L - - - - d d. Q Z d i i 1111=1 111-I I I-1 I III 11 I I I I 1' SEE FOOTING SCHEDULE ON I— A-5 FOR SIZE AND MIN. 12" THICK PAPW/ REINFORCEMENT # 5 DIa. BARS at 10 O.G.E.W.B. GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL XT RI OR PA:;) OETA I L (A50\/r=-6RAOr=) 2 SCALE: 3/4" = 1'-0" SEE FTC. SCHEDULE ON ALT. FOOTING A-5 FOR SIZE AND REINF. SEE IF PLAN a =1 I I=1 I I=1 I I=1 I I=1 11= - I -III -III -I d ° I -III -III -III= :III=1=1 I I -1 =1 11=1 11=1 I 1=1 - - - a ° aIII-III-II III -II ° d=1 -III III III -° -�°- a� III III; I -III, 11111=111=1 11=1 I I-1 11=1 I I-1 I I I- CLEAN WELL COMPACTED TERMITE i RESISTANT TREATED FILL �EXTER I OR FAI:) OETA I L (SUB -GRADE) SCALE: 5/4" = 1'-0" LOAD BEARING POST W.W.M. CONNECTION FROM POST TO SEE FOOTING SCHEDULE ON A-5 FOR CONCRETE AND TO TRUSS ABV, SIZE AND REINFORCEMENT SEE ROOF FRAMING PLAN 4" CONCRETE SLAB VAPOR BARRIER c d °.. ° e d =1 I d a ° - ° ..d -ill�l .d °d• o .�.a =1 - - �- - ° III, ,I I II � 11, ,III; ,III=1 I I 111= W GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL INTERIOR FAO DETAIL 4" CONCRETE SLAB SCALE: 5/4" = 1'-0II - WALL (SEE PLAN), FRAME or MASONRY PER PLAN W.W.M. ( IF BEARING) I SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND REINFORCEMENT I I VAPOR BARRIER I I as 44 I — _ -I I I • ' I =1 11- C GLEAN WELL COMPACTED ' -1 I I I I I=1 I I -I 11=JJ I I 11= TERMITE RESISTANT -I I ; - ; 1= -i � 11(- TREATED FILL II1 1II (7� I NTER I OR SEAR I N6 WALL SOOT 1 N6 SCALE: 5/4" = 1'-0" WHERE RECESS ALONG 6" RECESS INTO SEE FT6. SCHEDULE ON 4 FOR REINFORGIN6 STEEL T.P 4 GONG. SLAB T�,P 411 GONG. SLAB PERIMETER INTERIOR �} Qaz III- -III = I -III -III -III i o z I°/ I I I -I I I -III- I I -1 11-I I I= I I I p°o� =1I a IIIIII� I - IL =1 III =1 111 I =I GLEAN, WELL COMPACTED -III-i i I -I I TERMITE -RESISTANT TREATED FILL S ° 'ER STAI—L. RECESS 5-2 5CALE: 5/4" = 1'-0" EDGE OF WALL BEYOND 4" CONCRETE SLAB 1 1/2" RECESS AT SEE FOOTIN6 SCHEDULE ON A-5 5L I D I N6 6LA5S DOOR FOR SIZE AND REINFORCEMENT PAVES OR A.A.M. CONCRETE VAPOR CARRIER 5011 Ll -KV ADD'T WWM TO EXTEND BEYOND FOOTING ° /+ Ei I_ _ IE:W-III ,I I- II III —I _ d II=III II III -I ��� I I II III III III I I lil I I; I I 1=-1 -III -1 I I-1 I- =111, I (- GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL 6 SL I O I N6 GLASS DOOR 5-2 SCALE: 3/4" = I'-O" FLOOR FINISH (SEE EDGE OF WALL BEYOND SPECIFICATIONS) ENTRY DOOR 4" CONCRETE SLAB SEE FOOTING SCHEDULE W.W.M. ON A-5 FOR SIZE AND REINFORCEMENT VAPOR BARRIER PAVES OR CONCRETE 5011 DRIVEWAY Afla'T WWM TO exTEND BEYOND 1000 INS W ° _ < A. a d I 1=1 11=1 I I -I I I -III -III ° ° • I I -III 11- -IA 4I I -III -I SEE PLAN FOR ACTUALI I- I I = _ --_- I I -III -I R511.4, R3111..4 5 of THE IIIIIIII ( I I I I I I I I III I l ; FOLI l l Il l 1 F.B.G. RESIDENTIAL GORE I I _ GLEAN WELL COMPACTED TERMITE RES 15TANT TREATED FILL EXTERIOR l5iN I N6 DOORS l EDGE OF WALL BEYOND 6ARA6E DOOR TRIM - 6"H x 10"L RECESS FOR PAVERS DRIVE or I 1/2"H x 10"L RECESS - FOR CONCRETE DRIVE EXTERIOR PROVIDE WATER PROOF I N& WHERE 6RAPF AGAINST P SCALE: 3/4" = 1'-0" 6ARA6E DOOR 4" CONCRETE SLAB SEE FOOTING SCHEt ON A-5 FOR SIZE A REINFORCEMENT W.W.M. VAPOR BARRIER 50" o , =1 I I=1 .10" I I=1 11=I 111=1 .III -III •% d � •� I I -III I - =I I-1=1 I I 1-1 I I_= 11=1 - I-1I-I I I -I I I -III -I I III I �- GLEAN WELL COMPACTED TERMITE RES I STANT TREATED FILL 6ARA6F. ODOR RECESS I NTERI OR ADD'T K4M EXTEND EBLKo TO P INS x-=� 0 SCALE: 3/4" = 1'-0" MASONRY, BY ALT. CONCRETE OTHERS STEPS W/ I # 5 BAR at EA. NOS I N& TYP. VER. ALT. SLAB PER PLAN FINI5HEn FLOOR or PAVERS - - - - - - ALT. TOP 5 EL ---- vlm­ - ICI VER. ALT. CURB ALT. STEM I I _ - - WALL F76. 1 °� — _ ° I — —ALT. TOP 5— — PER PLAN I 1 a � 11= 311 -d I Pm °=1' 41 T- - - Irt= MIN. 56" FT 5 LA GLEAN, WELL COMPACTED I SEE FT6. SCHEDULE ON A-5 TERMITE -RESISTANT FOR SIZE AND REINF. TREATED FILL TYP. 6ARA6E to EXTERIOR T` FICAL STEP 00 IN6 3 SEE "STEP FOOTING" WHERE "6ARASE" TRANSITIONS to MAIN HOUSE SLAB RSIOENGE 6ARA6E BREEZE 6 R 6 WAY ° A D'7 GONG. PER PLAN PER PLN SIMP W/ I # 5 BAR at NOSING I III -I ° • I III _ _ =III. • a � ° � d 1I rl- _ = VERIFY BLAB I=1 - : =1II or PAVERS I6" PER PLAN = _• d °• It GLEAN, WELL COMPACTED ' I III ALT. CONCRETE TERMITE -RESISTANT - III III - I STEPS W/ I # 5 BARL TREATED FILL TYP. at EA. NOSING TYP. - ' SEE FOOTING SCHEDULE ON A-5 20" TYP. FOR SIZE AND REINFORCEMENT 71 1 GR?�GE to HOUSE 2 6,AR,46E to SR EZ WAY 3 6ARA6E STEP' OO�NN 100T I 6 �-2 SCALE: 3/4" = I'—oll REED11:)ENG 67ARA6E INSULATION R-II GARAGE DOOR TRIM WALL (SEE PLAN) WALL OFFSET 4 CONCRETE SLAB W/ ALT. 2 SEE FOOTING SCHEDULE ON A-5 RAISED SLAB W/ ADD'T II FOR S1ZE AND REINFORCEMENT # 5 BAR IF H67. > 12" 4" CONCRETE SLAB W.W.M. ( IF BEARING) I RECESS (SEE PLAN) - ° d d d 111 I 1=1 I 1=1 11=T I - °�- �I 11=1 11= I I- = I - III-III- sl I FA III -I 15 _ �- III -III -I I I VAPOR BARRIER -1 I I, i I II I1 -��= IIII- I11-111 1l, GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL ('E3_'�6ARA6E STEP OOiNN OOTIN6 all ADD 1 # 4 BAR IN CURB 7"'P. SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND RE 1 NFORCEMENT SCALE: 5/4" = 11_0" 4" CONCRETE SLAB W.W.M. VAPOR BARRIER 30" ADD'T WWM to EXTEND d Q BEYOND FOOTIN6 FINISH GRADE- r a 1 7 11 0 4° a Y—V 11=1 1 1El I I ir —I � I -1�11111111111111111i�111,�11�1-111- M AV GLEAN WELL COMPACTED TERMITE mma TREATED FILL FILE C01— T 2 TYF I GAL r-OOT 1 N6 A/ CURB 5-2 SCALE: WWI= P—O" PATIO or PRIVACY WALL AA AA AA No RECESS REQUIRED -I _ _ _ _ _ _ _ _ _ at PRIVACY WALL) _ =III=1 III=III=III=I I MI 11=I I IE 1I I MI I IM 11=11 -I -III I I 1-I I I -I I I -III =- I I I -I I I -I I MI I 2 = _-x—x=x—x °x x—x—x—x—x x—x a =1 I I -III `+*. I=1 ( I I —" o =1 I F 1 ��° %max- - xac x. •x x x. p -III-III d . III -I 1 -___ _ a ALT. LOCATION at PATIO A-5 FOR SIZE AND REINF. 111-1 1 1I 1111 IE ON II„,I I I I H III -III l I I 5TE LAB, and PER PLAND T W W,IDTH =1 I I- T`I'F I GAL CANT r-OOT 1 N6 5-2 SCALE: 3/4"= 1'-0" VERIFY FOOTING DEPTH INCREASE W/ RAISED SLAB at FRONT ELEVATION FOR ADD'T STEEL AS REQUIRED PER F49H &RAPE. FOR FOOTING DEPTHS 20" to 28" ADD 2 # 5 Dia. BARS at TOP TYP. B. of FOOTING MAY SLOPE W/ 6RADE SEE DETAIL BELOW FOR ALL OTHER INFORMATION TO REMAIN THE SAME W Id ° ° d° d W °max—x�x x�xs%—xT �° d p III -III ��-x—x— o4 a° m -II-III a ° ° d -III-III-I 0 111= I o -x-°x "4x-X x x a ° d -I I =III _ I I I I I I III —III THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS n T jj REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO I I=III —III 111= COMPLY WITH ALL APPLICABLE CODES. EXTENSION PER PLAN SEE FT6. SCHEDULE ON A-5 FOR SIZE AND REINF. TYP I GAL �=OUNOAT 1 ON EXTENS 1 ON 5-2 SCALE: 3/4"= 1'-0" VERIFY SOOT I N6 DEPTH INCREASE W/" RAISED SLAB at FRONT ELEVATION FOR APD'T STEEL AS REQUIRED PER FI�ISH &RAPE. FOR FOOTING DEPTHS 20" to 28", ADD 2 # 5 Dlo. BARS at TOP TYP, B. of FOOTING MAY SLOPE W/ GRAPE '72" to 116"L PER PLAN TRANSFER BAR TO EXTEND, IF USED (SEE PLAN) 50" ADMIT WWM TO EXTEND BEYOND I FOOTING w FIN'S-�1 GRADE �n �x = =x °=-::°- �= —7-x- x �. x f-x x--x x—x— lu Q_ -1 1=1 I I +� ° d -III-III-III III -I 11=1 I I- d _ -I I I -III -III -I I - o - -I I FE1 I I .8 d III III -III- -I I I- �' _ -III-III-I I 4" GONG. SLAB =11 I=1 i l-III=1 I I „III I I I I I=1 111 � II 11= mil � 11-I�_11 �I11111,� -11�-,III II �II��III1�, I - CLEAN, WELL COMPACTED SEE FT6. SCHEDULE ON TERMITE -RESISTANT A-5 FOR SIZE AND REINF. TREATED FILL TYF I GAL �OUNOAT I ON SECT 1 ON SCALE: 3/4"= 1'-0" °041- rM CO W O J rn 0 m 0 0 Iom x W� O � IM8, o ,CL � z (1) — �� I W� W T '0 Ti O s x c/)0-LL W W N � .± �0Lu ya v J 0 J � H Z U) a� Z 0 2 LPROJECT#: PSH - jE 8 o X oo8� $��L) J Z �U � 118 w Z ; n2 mW< �:1 ui Elg g� y�f2 z o 3 a�e IC i cr_EL2 8912 1E� SaMr ZW � OFu a = o�Z 0 sm U 11U in o=Q mi owg Z86 $ 9 im SIR wo =� a L 1-: cV revisions: drawn by: I date: designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: S-2 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392 ; 4 E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 i0C FRAME WALL to MASONR,%r (APPLIES TO ALL BEARING WALLS TYR) HILTI "PS" x 1 1/2" EMB. P.A.5.F. or EQ. @ 24" O.G., W/ 6" FROM TOF/BOTTOM (�)N0N-"UFLlf=T" )A/ 11Ui�LI�TII SOT. OF DBL. PL. TO STUD ROOF TRUSS TO DBL. TOP PL. /STUD SILL PLATE TO STUD : SEE "TRUSS ANGHORA6E SCHEDULE" END -NAIL BOT. OF DBL. PL. 4 FOR ALL ANCHOR SPECS. SILL TO STUD W/ 2 - 16D NAILS FLR. TRUSS TO DBL. TOP PL: "U.S.P.""MPAIF" W/ 4 - IOD NAILS ® END OR 2 - 16M NAILS THRU TOP OF BOT. CHORD 2 x BRACE LOL 4'-6" O.G. MAX, ; DBL. 2 x TOP DBL. TOP > TO STUD "U.S.P.'TP"W/ 6 - IOD NAILS PLATE at EA. STUD TYR., W/ ADP'T (5) MIN. or 24" O.G. at HEADER BILL PLATE TO SLAB: 145" x I I/2" EMB. LOG., W/ (2) "BI" STRAPS to HILTI "DX" P A F 5 CRIPPLE STUDS BELOW TYP. (MAX. 4' SPAN) ANCHOR a 19,11 O C11, TYR, W/ MIN. 6" FROM�0 EA. SIDE OF SPLICES \ -�SILL PLATE TO 5LA5: I/2" ^• x 4" EMB. EXP. BOLTS 16" O.G. 2 x STUDS I6" O-G. a° " Al V*5"xl/4" WASHERS IN 61/I6" WALL 51ZE PER PLAN. CENTERED HOLE (EMBED 6"). OSPAGE STUDS SPACE 12" FROM EA. CORNER 6" FROM EA. SIDE OF SPLICES at 12" O.G. TYP.° STUD TO 51LL PLATE "U_S.P.'TP"W/ 6 - 100 SI LL PLATE : - E -� NAILS, EACH STUD TYR. 2 P.T. T I NTRI OR 3EARI NO WALL N.T.S. - ALL LOAD BIR6. WALL LUMBER TO BE MIN S.Y.P. # 2 GRADE - - THIS SATISFIES ALL SHEARWALL CONDITIONS - O1/4" x 2" EMB. TAPGONS 12" O.G. STA66ERED 2 6D NAILS at 10" O.G. STA&SERED 3 IOD NAILS at 6" O.G. STA66ERED 160 NAILS at b" O.G. 4 STA66ERED OBUCK to FRAME MEMBER TYR. 2 X BUCK - IOD NAILS at 10" O.G. I X BUCK - W NAILS at 10" O.G. 5 d7 2 1 31 2 � 5 2 x 8 P.T. 2 x 8 P.T. 2- 2 x 8 P.T. 2- 2 x W/ 1/2" G.D.X. W/ 1/2" G.D.X. BU I �T-f JAMB PrTA I L ADDS AS REQ. W/ 1/2" G.D.X. BETWEEN 2 x LUMBER FILLED CELL AT JAMB (TYR) GYPSUM BD. FINISH STUCCO FINISH I X 4 PT AD. BLOCKING ALL (4) SIDES CONT. SEALANT 8 5LOGKIN6 AS REQ'D. BACKER ROD ��� I X 5 PT (I X 4 FOR S.6.D.), ANCHOR ANCHOR WINDOW PER TO MASONRY PER DETAIL 2 or 5/9-4 PRODUCT APPROVAL C C. WINDOW JAMB PETAL GYPSUM BOARD 50L I D MASONRY SLOPE 5TUG00 AWAY AROUND OPENING FROM OPENING WOOD DOOR TRIM CAULK GROOVE JAMB EXTENSION EXTERIOR WOOD TRIM 2 X 6 P.T. WOOD BUCK, ANCHORED TO MASONRY WITH ANCHOR DOOR JAMB 4" TAPGON5 W/ 2" EMB. 12" PER PRODUCT O.G. AND 6" FROM ENDS. APPROVAL SHIM'S A5 REQ'D B GMU 9200R JAMB DETA I L STUCCO FILLED CELL (5x 12 2"Xb" P.T. WD. JAMB PLATE W/ 2- # 5 BARS ANCHORED TO MASONRY W/ 1/2" Vla. x 3 1/2" EMB. WEDGE ANCHORS REDHEAD PER DATA BELOW _ _ ANCHOR 6" ABOVE FF.. MAX. 5PAC I N6 BETWEEN ANCHORS 24" P.T. WOOD DOOR TRIM or PER PRODUCT APPROVAL. A 6�R?�GE 170c�R J?�MB 17ETA I L D.(SMU I%OOR ANO W I N=)0^ JAM 3 =�.r=TA I L5 SCALE: 3/4" = 1'-0" EN&INEEREb WOOD TRUSSES ® MAX. 24" O.G. I 151DE ANCHOR - .145" x 5"L TOP ANCHOR - 1/4" DIa. x I P.A.F. (PINS) at a" D.G. PER P AN 5"L APCON5 at 12" O.G. i i MAX. STA66ERED TYP.MA ME M r r ME r w 2 m w mu ME i IN E• E low 4 d NILS2 4\ 5/8" STUCCO ON &ALV. PAPER BACKED MTL. LATH OVER -•.. 11 •: • O.C.. OF --- NAILS at EA. END _ - ... • w ► .•. won MM ME m m E r . r . . m . m r . U.S.P. "RT24" a" FLAT STRAP NAILED It to BLOCKING W/6 IOd NAILS GONG. FILLED CELLS W/ I #5 VERT. TYP. r- R A M rz A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. to 6" MAX. FROM ARCH EDGE TYP. FOR 15"-20"W BEAM, USE 5 BARS, FOR 21 "-24"W BEAM, USE 4 BARS B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HST. TYP. G : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE "G" EXCEEDS 16" D : EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. E : 4" MIN. to VERIFY W/ WINDOW MAUNFAGTURER F : FOR MULTIPLE WINDOWS (2 or MORE) DIASONAL STEEL REG. A5 5HOWN CROSS W/.a• m . CROSS W/ 4 MULT. ARCHES . a lir I II I II I MULTIPLE ARGHE5 51 N&LE ,ARCH STL. COL. MSNRY WALL MSNRY WALL STL. COL. MA90NR*' r-RAME/MASONRY ARCH Iar=TAIL - VERIFY ALL CONDITIONS IN FIELD - SCALE: 5/4" = 1'-0" SPECIFIED INSULATION OVER ' ALL LIVING AREAS ENGINEERED TRUSSES AT 24" D.G. d J GENERAL NOTE: w N - SECTION SHOWN WITH WALLS �., PERPENDICULAR TO TRUSSES. 0 PARALLEL CONDITION SIMILAR. lu lu CONCRETE FLOOR SLAB �- 5/6" 6 rPSUIIII, WALL BDARD TYPICAL AIIH SPECIFIED "R" FACT R INSILATION ABOVE. —CONTINUOUS 5 6AU6E METAL TOP GK 6AdJCpE G 4ANNEL SHAPED ��25 STUDS WITH /2" GYPSUM AALLBOARZ. EACH 51DE TYP. 25 6A' 6E CONTINUOUS METAL SOTTO GK 6 NON-3EAR I NIS WALL =7E A14 5-3 j SCAL 1411 = P-Oil 4.46 Pia. TYR. # 5 171a. N.T.S. 50" x SD" CORNER BAR TO TIE FROM I Q TOP COURSE.—. — OL TYR. BEAM TIE 'I PRECAST LINTEL B FOii BEAM TIE To VER• EXACT STEEL MIPPLE of WALL PER SCHEDULE 0 LOW I6H 7 LOW PROVIDE (1) # 5 Dla. "Z"-BAR MIN. 3 "L TO 46 Dia• TYP. TIE INTO EA. TOP COURSE BEAM 5TSEL N.T.S. 0 5 Dia. 5AR(5) CONTINUOUS 1 N CONCRETE F 1 LIED OUTLOOKER :2 x 4 S.Y.P. MIN. Al 5 - 120 TOE -NAILS to 2ND TRUSS IN, Al U. 5. P. "RT5" A/ 4 - 8D NAILS to OUTLOOKER and &E. TRUSS — DROP TRU55 for OUTLOOKER - ROOF SHEATHING. (NAIL TO BLOCKING A/ 8d NAILS a 4" o.o) VALLEY TRUSSES (24" o.c. U.O.NJ — ROOF TRUSSES (24" o.c. U.O.N) PLYWOOD SHEATHING — 5/8" S.W.B. — CONNECTION BY TRUSS GO. (TYPICAL) '7 Pea sr-rTinfv PROVIDE 2 x 4 EDGEWISE BLOCKING AT ALL HORIZONTAL PANEL JOINTS (MIN 4' FROM FADE OF SABLE) BOND BEAM TYP. GABLE END NAIL SPAGINS SEE ZONE CHART 12" MAX. LADDER BY OTHERS \ VERIFY "L" BRACE PER TRUSS CO. ® M/52" GDX PLYWOOD N1 1 �I j ALT. CANT TRUSS PER ELEVATIONS I7r=TA I L C) \/ALLrzY 5r=T - MASONRY VIEW I ROOF SHT6. to NAILER OD NAILS a 4" O.G. NAILER to MASONRY: 2 x 4 P.T. A/ 2 -.145" Via.x 3"L P.A.F. (PINS) PER EA. BLK. BETWEEN TRUSSES TYR SEE DETAIL 45 FOR ALT. RAKE BM NAILER SPEC "LINTEL BLOCK" "BOND BEAM" • ..... • .. .. I # 5 Dia. BAR IN CONCRETE CAVITY GAP FILLED CELL CONTINUOUS SEE SPEC BELOW T. OF BEAM .:.:.:.:.:.:............................................FROM BEAM TO FOOTING — — — — ..: n ...... '.•.....'.'.'.....•.'.. • .. 50" TYR. a . N.T.5. ..{ . . . TIE -BEAM STEP DOWN a I :: `�:- _' :: ::-:':: Ia a • _ . a. ALT. WINDOW � OPENING .. ... .... ......... .•.•.'.•.•.•.•.'.'.' I.................. .... '......'..'. . .... c G.B.S. WALL -- TYP. STEP BEAM # 5 Pilo. BARS) CONTINUOUS IN 5 G T 1 O N A CONCRETE FILLED "LINTEL BLOCK" (SEE BEAM 5GHEPULE) TYP. 5 EL LOCATION 30N17-3EAM 57F.F-270WN r;r= „ 1. 5-3 - SEE SLAB PLAN FOR ALL STEPS IN TIE -BEAMS - SCALE: 3/ - I Oif - LAP ALL STEEL MIN. 48 DIAMETERS - 5R44IN6 OVER WALL 5R,i4CIN6 IN GL6 AREA O0 DIA GE : 2 x 4 S.Y.P. # 2 / /24" TRU55 STRADDLES WALL : EXTEND G. at PA ENTIRE PATIO AREA, 5T WALL to 2ND TRU55 Ir. AN ADD 2 x 6 P.T. CATS at 50" O.G. W/ 4 - 1/4" x 2" EMB. TAPCON5 AS G AN, YV okNC. to EA. TRU55 THEY - IOD NAILS TYR. to MASONRY YV/ 5 - 16D NAILS — FROM EA. TIQU55 TYR. of c, of v V.. PA 5 ALONG TOP no WALL CNN Cn0N to WALL 2 TRUSS ALONG TOP of WALL : "AI" ANCHOR 24" O.G. PER TRUSS ANCHOR SCHEDULE SEE I or 21 OUI�� FOR ALT. CONDITION ON PAGE "A-5" VVAL BOTTOM CHORD of LATERAL BRACE : I x 4 S.P. # 2 — — — — 1 TRUSS PRE-FAB TRUSSES ® FASTEN TO TOP of EACH I I I STRADDLES a 24" O.G. TYP. (SHOWN IN PLAN VIEYV TRU55 BOTTOM CHORD W/ 5 - IOD NAILS TYP. I WALL _ �q�,• 45 / \ I I LATERAL BRACE ° I I P44ERE PAat 55 Q I TIO BRACE ENDS TYR. qo� TYP. I - o <20'-O" Q OWN TYR. / 2ND TRU55 PAST WALL V V "A" BRACE : 2 x 4 S.P. # 2 O • Q FASTEN TO TOP of EA. TRU55 p CHORD W/ 5 - IOD NAILS TYR. e / 1 tV (PROVIDE AT 20' INTERVALS) 46� : 2 _ 1_ u • i- �� �11 I �IIIIILIIIIIIWIIIIIIIIIIIIIII - -.. - O7ATIO ARIEA A B LEa6E1� SNUB Ties./6PR. ROOF SHT6. to NAILER NAILER to MASONRY SEE SPEC. ABOVE CAVITY GAP MIN. 12" BELOW BOTTOM _ of HANGER, FILL ALL -� MASONRY SOLID ABV. C HANGER SCALE = N.T.S. TRUSS to LEPSER U.S.P. "RT24T" W/ 6 - I&V NAILS EA. END. a (USE 2 AT 61 RDERS) i/ A LEDGER to MASONRY / 2 2x0P.T.W/3/4 Dim x4 EMB. WEDGE ANCHORS at 16" O.G CENTERED on LEDGER, ADD (2) BOLTS 6" APART • CENTERED AT ANY 617R5, U.N.O. LEDGER to MASONRY : SEE ASV. TRUSS to LEDGER : U. S. P. "THD26" W/ 15-16D NAILS to LEDGER (Q/PLN&E) 4 12-IOD x 1 1/2" NAILS to TRS (6/FLN6E) SEE NA I LER/ROOF SHT6/GAV I TY GAP SPEC ASV. (HOLD TRUSS BCK) 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. TRUSS HANGER : SEE "FI" ANCHOR SPEC IN "TRUSS ANCHOR SCHEDULE" C ON PAGE "A-5" FOR TYPE s SIZE PER TRUSS/6VR WIDTH AND ALL WOOD / MASONRY ANCHORS REQU I RED DT-2 7RU55 to MA50NRY 51nr=-WALL 5-3 CE - 3/4" = 1'-0" - SEE ROOF LAYOUT FOR DETAIL REFEREN - SEE FASTENING SCHEDULE (PAGE "B-I") FOR ALL OTHER NAILING, - THREADED BEAM TO TRUSS 2 x 6 H.F. # 2 THREADED BE ANGHO T or R TRUSS SOT. CHORDS W/U. S. P. "RT" (HIP ROOF ONLY) OR EQUAL 5TRAP, W/ 2 - IOD NAILS EA. SIDE OF BEAM (4 TOTAL). EXTEND BEAM FROM HIP KING TD IST TRUSS WHERE "X" EXCEEDS "Y" LENGTH PROVIDE U.S.P. "RT5" CLIP W✓ 4 - DD NAILS a TRUSS to PLATE $ PLATE to PRE-FAB STUD CONNECTIONS BOTH TOP 4 TRUSSES BOTTOM FOR TRUSSES NON - SUPPORTED ® BRS. WALL I I nyu "xu TRUSS TO TOP PLATE \/ - IbD NAIL EA. SIDE OF TRS. CANT NOT REQUIRED W/ CLIP APP.) ALT. WALL LOG. NOT ALI6NE17 STUD TO PLATES : W/ 7R5. BELOW 2 x 4 H.F. # 2 SUDS 24" O.G. I I I W/ 2 - I6D END -NAILED ®TOP I 1 _ I 15". WALL PLATE W/ I - I6D NAIL EA. 5117E -' r _ ANCHOR PER OF STUD ® BOTTOM PLATE L JC TR5. ANC. DWG. (NOT REQUIRED W/ CLIP ARP.) 12SI SOT. PLATE TO ROOF 2 x 4 S.P. # 2 PLATE W/ I&D NAILS-TYPICAL TYP I GAL 6" O.G. TO ROOF TRUSS BELOW LOWER ROOF ALT. 2 x 4 5.11. # 2 BLOCKING 24" O.G. W/ 2 - 161P NAILS (TRS. to BLK6.), W/ 3 - I&D NAILS (BOT. PLATE to BILKS) 11ENTRY11 ROOF= WALL oYr=R-r-RAME 5-3 - THREADED BEAM or ALT. CLIP NOT REQUIRED 5/4" = 1'-0" FOR SABLE -END APPLICATIONS - - T°'P. OCG.JRS OVER "ENTRY" ROOF AREA WHERE TRU55E5 .. ANTI LEVER OVER MASONRY WALL - o�� mM M W BUJ co 00 U o co m 0 0 m M o0 o 0 r o L? u) W = o X w (� 0- Li Lu { LN LLI OJ X 0 +V W J Z U) 2 LPROJECTM PBH - T W y F o _ ) W Si' H Z g fin. 9 W 0 iF @ V� W llgn j� 0 .oz s� � tn:- zdpW itEo � J 0 y a.� 2 a.- ac $Z of8 z�yoa �K Ez oN F'— 961. A�g� Z �2000 i EB15 .5 Q F�g 6� �0%,, Tto U) ZU)x 8e I. _29 r 1 [V revisions: drawn by: I date: designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: S.3 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-�8 E.B.# 7686 SCOTT R. BRENNAN P.E. NO. 51311 TRUSS TO TIE -BEAM: 12" PRE-FAB ROOF TRUSSES t1 //S SLOPE 24" O.C. (SEE ROOF PLAN) PER ELEV. SEE FLUOR/ROOF FRAMING - , S� LATERAL/DIAGONAL/"W" BRACING PLAN FOR OVERHANG CONFIG. � � � � PER "DT-4/5-3" (SEE ROOF/FLOOR "CANT" or "STANDARD" HEEL ' � - S � � � FRAMING PLANS FOR LOCATIONS) 1757-71 "PLUMB" or "SQUARE" CUT TAIL S T. of BEAM, B. of TRUSS FASCIA :SEE ARCH. PLANS 1155-1" : TYP at TOP of 15T or 2ND FLOOR MASONRY WALLS SUPPORTING ROOF TRUSS to O.H. PER I ii BE APP. 8" x 16" LINTEL BLK COURSE/5 W/ 1'4' AN) FF. T. of WINDOW TYP. _ ELEV'S I II STL. IN POURED CONCRETE. (SEE BEAM SCHED. U. N. 0., SEE ARCHITECTURALS 1 . � �F I (PAGE "A-5") FOR EXACT BEAM SPEC) LINTELS : NIGH STRENGTH BY "CAST CRETE" 7 / / / / 7/ 7-// 7 / 77 1 OVER ALL WALL OPENINGS W/ STEEL >_ Lu Lu and/or CONCRETE PER BEAM SCHEDULE- u 11 2ND FLOOR Lu SEE DETAIL 1A ON A-5 FOR TRUSS II TO WALL CONNECTION i ii -FLOOR: 3/4" C.D.X. PLYWOOD TYP. ,° i o O; I MA1 ">. U1 z IV-5" AFF—,t. of INTERMEDIATE BEAM, U.N.O. i �I LL"BB-2" : TYP at TOP of 15T FLR MASONRY 1 NTo-'C°�BRa I ,. \FLOOR TRJ55 WALLS SUPPORTING FLOOR TRUSSES. i 5Y OTµER5IQ 1 W to BE (2) - APP. 8 x 16 LINTEL BLK I u- I N cQ al COURSES WJ STL. IN POURED CONCRETE I ° BOTTOM of TRUSS — I (SEE BEAM SCHEDULE (PAGE 11A-511) FOR EXACT BEAM SPEC) i'_ - - PAD -OUT : 2 x 12 S.Y.P. 0 2 W/ 1/2" CD.X. I I PLYWD AS REQ., ANC. IST PLY to TRUSS e " II W/ 3 - 16D NAILS at EA. WEB 4 3" O.C. to'01 I TOP CHORD, and EA. ApD'T PLY W/ / D 'I � II 16D NAILS at 6" O.C. STAGGERED -8 AFF. T. of WINDOW TYP. 61RDER PAD -OUT � � L U4 U. N. 0., SEE ARCHITECTURALS o n z 1 5 T FLOOR / CL I � FOOTINGS :SEE FOOTING SCHEDULE SLAB : 4" GONG. SLAB W/ 6 x 6 - (PAGE "A-5") FOR SIZE 4 STL REQ. I '' . 1 10 / 10 W.W.M. OVER APP. VAPOR BARRIER OVER WELL COMPACTED 1 II POISONED SOIL ( SEE FOUNDATION EXT. WALL : MIN. 5/8" STUCCO FIN. OVR 1 II PLAN For ANY ADD'T STL.) 8" x 16" C.M.U. W/ 0 5 0 BARS IN FILLED i ii PROVIDE ADD'T W.W.M. AROUND ENTIRE CELLS PER COLUMN SCHEDULE (P. "A-5") I II SLAB PERIMETER AS SHOWN BELOW II 3O„ �v I II T. of SLAB 1 1/2" RECESS TYP. AROUND EXTERIOR PERIMETER WALL FIN. GRADE 8" MIN. I=1 I is I 1=1 11=1 -11 1—IT=1 � I —I � I— I I• 10 I or 2 -STORY HALL SC-CTi ON 3/4,, _ 17O" S-4 - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" - - SEE DETAIL `7 (PAGE "A-519 FOR ALL 2-5TORY ANCHOR SPECIFICATIONS - - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - - SEE FLOOR/ROOF FRAMING PLAN FOR ANCHOR SPECIFICATION - OUTLOOKER: 2 x PER ARCHI- TECTURALS W/ 3 - IZD TOE-NLS to 2ND TRUSS IN, W/ U. S. P. "RT5" W/ 4 - 80 NAILS to "OUTLOOKER and G.E. TRUSS DROP TRUSS for OUTLOOKER - OUTLOOKER: MIN. Z x 4 24" Q.C. W/ 3 - IOD TOE-NL5 to IST TR6 IN, W/ LSP. "RT5" W/ 4 - 8D NAILS to "OUTLOOKER and TRUSS--� "OUTLOOKER" to BEAM : USE "A" ANCHOR 24" O.C. PER TRS. ANCHOR SCNED. (SEE ROOF L,O) (DROP BM) - BLOCKING : 2 x 4 S.P. " 2 a ROOF SHTG. PANEL JOINTS (IST 2 TRUSSES), FASTEN TO TRUSS TOP CHORD/ NAILER W/ 3 - 16D NAILS -2 x OU?LooICEF iZ" - 2411 to 12" LADDER PER TRUSS CO. ALT. 2 &E. O.H. MINI 2 x 4 OUTLOOKER > 12" ALT. I G.E. D.H. FASCIA: SEE ARCHITECTURALS— LADDER to NAILER: U SP. 11RT5" or ECG. W/ 3 - 80 NAILS (6 TOTAL) 2 x 6 P.T. or FASCIA to MASONRY: 1/4" x 2" EMB. TAPCONS at 16" O.C., ANC. SHEATHING to NAILER W/ 160 NAILS at _ 4" O.C_ "FASCIA" ANCHOR APPLIES W/ "O" O.N. (I.E., LADDER/NAILER NOT REQ) (vER MOISTURE BARRIER W/ MATERIAL) LATERAL BRACE : SEE 110T-4/8-3" (SEE ROOF L.O. FOR LOCATIONS) 2 x 4 OP. 0 2 NAILER: RUN CON'T ALONG SOT. CHORD LINE, ANCHOR TO MASONRY W/ 3/I6" x Z" EMS. TAPCONS 0 24" O,C. IK2x4 LADDER IZ MAX 'WA W/ '01 OJd. 1 VERFY/ELEv. RAKE BEAM SEE SECTION AT RIGHT ROOF 5 R A 0 E 3/4"=1'-0" - PROVIDE MIN. Z" CLEARANCE from MASONRY EDGES FOR ALL ANCHORS SPECIFIED ABOVE - TOP of STD. V TIE -BEAM LINTEL or POURED CONC. BEAM PER PLAN TYP. FILLED CELLS FROM FOUNDATION TO RAKE BEAM PER PLAN WALL OPENING RUN STEEL CON'T FROM LOWER WALL PER PLAN) RAKE 5 E A M 1/21'=1'-0" - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED ALONG RAKE WALL. MA50NRY 6ASLE — EN::) - WITH "tall op, LADDER and NAILER SPEC N/A - - SEE "FASTENING SC+EDULE" (P. 116-19 FOR ALL NAILING SPECS - * - SEE ARCHITzCTURALS FOR ALL OTHER INFORMATION 21-111 MIN. LAP BLOCK WALL (SEE PLAN) SPROUTED REINFORCED BLOCK CELL EACH SID E OF OPENING (SEE PLAN FOR CELL SPEC, IF I CATIONS) 5/4" X 3" P.T. AD. BUCK AROUND � � ROUGH PERIMETER OF OPENING OPENING PRE CAST BILL / \ IF GENERAL NOTES: - BUCK ANCHORS: ATTACH TO MASONRY WITH .0911" Dia. x 2 1/4"L PNUEMATIGALLY FASTENED CASE HARDENED COIL NAILS, SPACED 2" FROM THE ENDS AND 4" O.G. STAG6ERED. V�) N170W �3UGfG SCALE: 5/4" = P—O" 21-111 MIN. LAP GENERAL NOTES: - BUCK ANCHORS: ATTACH TO MASONRY WITH .00iq" Via. x 2 1/4"L PNUEMATIGALLY FASTENED CASE HARDENED COIL NAILS, 5PAGED 2" FROM THE ENDS AND 4" O.G. STA66eRED. SL.1=�N6 6L ASS 1700R BUCK SCALE: 5/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT COMPLY WITH ALL APPLICARU CODE$. 2'— 1 11 MIN. LAP 6ENERAL NOTES: - BUCK ANCHORS: ATTACH TO MASONRY WITH .045" Via. x 3"L PNEUMATICALLY FA57ENED "HILTI" PINS (P.A.F.), SPACED W FROM THE ENDS AND 12" O.G. STA6GERED. 1700R SUCK SCALE: 5/4" = P-O" oN-q M a� o =_j az' -5U)LL 00 � U a0 cu c o 00 co +� 0 •L 1211 0 1 Q i LL co M 41m cn T T w `L0 LO :3 o x c/) a LL 2mip "��Xffi ` Lu W W �C O HQu O =W V J J ZU) a� z O 2 IPROJECT#: PBH - I revisions: drawn by: date: NAME DATE designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: S-4 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-39273Z48 E.B.# 7686 I Z0 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 1 i 1 i }L a �I CONDENSING UNIT V.T.R. t 6X6 I 6 f 39 . 6X6 50 4" I 1oX10 4" I 19s 12" 14 X 14 RIA 16X16 RIA 10 X 10 [7kR!A A.H.U. I �1 0 0M 1oX10 150 A 1ox10 211 12 X 12 267 t i `V I I .! (.., a EQUIPMENT SHCEDULE A/C 1 MFG LENNOX C.U. R 13HPD-042-230 A.H. CB26UH-42-R HEA 5 K.W. S.E. .R 13.0 SEN P. 31,150 TOT L CAP. 44,500 ELE TRI 208 / 230 / 1 PH BRK C.U. 45 A.H.U. 30 REF LINE 3/4" & 3/8" H.S.P.F. 8.5 PF CENTEX HOMES M00RNINGSIDE MODEL - 1851 LEFT EFERRED AIR CONDITIONING & IVECHANICAL, Inc. 1643 DONNA RD. W.P B., FL, 679 SW SEA HOLLY TERRACE: P.S.L., FL. SCALE: %4" = 1' - 0" DATE, 01-15-07 (561) 689 - 1093 CAC032382 (772) 878 - 7577 REVISED 03-05-07 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.