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HomeMy WebLinkAboutBUILDING SITE PLANS070�-� � I=Em=NT X HOMES SOUTHEAST FLORIDA DIVISION PROJECT: MORNINGSIDE_ MUNICIPALITY: ST. LUCY COUNTY FLORIDA 1702 ELEVATION RIGHT PROJECT#PBH-0526 FIRST FLOOR A/C: SECOND FLOOR A/C: TOTAL A/G: FRONT ENTRY 5cl S.F. GARAGE 4q0 5.F REAR PORCH 125 S.F. TOTAL NON A/C AREA: TOTAL UNDER ROOF: alai S.F. 9555 S.F. 1,-102 S.F. 65-7 S.F 2,3501 S.F L;)ES O N FAAE7ES CODE EDITION: F.B.G.R. 2004, W/ 2006 SUPPLEMENTS BUILDING DES 16NED: ENCLOSED TYPE OF CONSTRUCTION: TYPE V — B TABLE 601 FIRE RES 157ANCE RAT 1 NG: O OCCUPANCY CLASS I F I CATION: R5 WIND EXPOSURE CLASSIFICATION: B WIND SPEED DESIGN: F.B.G. - 150 MPH MEAN ROOF HEIGHT: <_ ROOF LIVE LOAD: TG LL=20, BC LL=10 TOP CHORD DEAD LOAD: 15 PSF BOTTOM CHORD DEAD LOAD: 10 PSF BASIC VELOCITY PRESSURE: 2514 5F IMPORTANCE/USE FACTOR: 1.0 MIN. 501L BEARING PRESSURE: 2,500 P.S.F. CONTINUOUS LOAD PATH PROVIDED: YE5 COMPONENT AND GLADD I N6 DETAIL PROVIDED- YES C6I COVER SHEET A=1 FOUNDA-ION PLAN A-2.1 FIRST FLOOR PLAN A-2.2 SECOND FLOOR PLAN A=S FLOOR FRAMING PLAN A-3.1 2nd FLOOR CELL PLACEMENT PLAN A-4 ROOF FRAKM5 PLAN A-5 STRUCTURAL SCHEDULES A-&.1 FRONT � REAR ELEVATIONS A-6.2 LEFT $ RIGHT SIDE ELEVATIONS 5-1 STRUCTUAL NOTES S-2 STRUCTURAL DETAILS S-S STRUCTURAL DETAILS 5-4 STRUCTURAL DETAILS E-I.I FIRST FLOOR ELECTRICAL E-1.2 SECOND FLOOR ELECTRI GAL M= I MECHAN I �,AL SHEET(PROV 1 DED BY OTHERS) FILE COPY GENERAL N07E5 I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESFONS I B I L 1 TY OF THE SUB®CONTARCTORS. EACH SUB-CONTRAGTOR SHALL REPORT TO THE FIELD MANAGER ANY DISGREFANGY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPEG I F I GATT ONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2004 F.B.C., WITH 2006 SUPPLEMENTS, A.S.G.E. 7-1:�a (DESIGN OF STRUCTURE) 2005 NEC AND ALL AFFL GABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NEGESSARY, I ND I GATED, REASONABLY INFERRED OR REQUIRED BY ANY -GORE WITH JURISDICTION TO GOMFLETE THEIR SCOPE OF WORK. BT. LUG IE COUNTY 5U I Liz I NG DEf0AR7MEN7 PR0:%C7 APPRO\/AL BUBN1177AL A�=71:7AY1 T OPENING ID PRODUCT MODEL Uo. MANUFACTURER 6LAS5 FLORIDA APPROVAL PRODUCT 1:)E516N ATTACHMENT METHOD PRESSURE WINDOWS: ALUM. AINDOA SINGLE -HUNG SH-4000 P67 INDUSTRIES 5/lb" (5) I/4" TAPGON A/ I-1/4" 1!MMV FL-23q +56.T/-SO.q 56LHUN6 ALUM. WINDOW 1/4" TAPCONS W/ I-I/4" EMEW; PIGT_ RECT. FIXED-6LAS5 F-6000 P6T INDUSTRIES 5/16" 15-9/I6'�I6� ocWSW e FL-243 +/-85.7 aooles: OUT-SAIN6 SMOOTH -STAR THERMA-TRU WA (I6)#Sx2.5" PF- JNOOD SCREWS. FL-11-7O 56L_HIN6ED (EXT) ALUM. DOOR DSL_SLIDIN6 6LAS5 56D-2500 P6T INDUSTRIES " 5/16L-251 (24) 3/Ib" TAPGON AlW/ I-I/4" EN3Ea 56L_0VERHEA1;` 16, X 17, 60C AMARR WA 5/26" X 1-5/5" LA& SCR iN6 ® EACH BRACKET FL-5302.5 +2q."I/-33.8 MUL.LIONS TUBE CLIPPED P6T INDUSTRIES WA MIN. 5/I6" TAPGONS NV I-I/2" WNW. FL-261.2 +/-35 ROOF TIMBERLINE 50 GAF MATERIAL N/A (4) I" 12 6UA6E NAILS ® 12" )Z. FL-183 SCANINED URRIGANE FL 2301 ROSIGO SHUTTERS 24 go. GALVANIZED STEEL PANELS ATTACH TO WALL w/ 1/4" t11AM. x 1/5" FL-51q St. Lucie aunt PANELS CALK -IN ANCHORS Ul X N N M 0 W CO � 'fnJ lL 00 00 U 00 N m O 0 0 c I A 0 m x Woo �o�� Z[NM i U) n w"� W_a; _ 0 - W ii ti y■�,� W Z o CCU �3* 0 g23 H 2 PROJECTM PBH-0526 revisions: drawn by: date: bpi; DATE designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12/05/2005 sheet: C 1 1 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RATON, FL 33432 561-392-3748 E.B./ 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 01- m In In i Q In j1#4 �I L — ln tr F1 d S22 4" GONG. MIL VAP( FE - - - - - - I I 4'-0" BEAM ELEV. 1 GHAN&E cl 1 FIN. FLR. I r 1 ... 4.1 .::...:: :.....I.... 1 .5 1 r 2 -i1 3 -3 2 `t 5 9 I I'-8" FIN FLR. I— — — — — BEAM ELEV. GHAN6E EL.O'-O" I 1'-0" L 5-5 1 m BEAM ELEV.Lu 3 CHANGE F2 I I. I - I Ha - L — — — — — 13 f 2" SLAB EDGE FOR DRYAALL AND BASEBRD. FILL CORNER 50LID A/ 6"H GAP, T. at &-0" T N M WELL ANT 7 I I _ I 1 o I O I $r w w WATER HEATER I PAD o FIN. FLOOR I ELEV. T.J. T.J. O � 1 m I 1 � I I 1 I I I I L--------- --- ---------� TRW W Fl J 4 fn In �r in IF (V 10'-4" s cY BEAM ELEV. CHANGE In i in P� u FOUNI;�A`710N FLAN NOTES: I. DESIGN SOIL BEARING PRE55LRE = 2500 P.S.F. GENERAL CONTRACTOR TO CONFIRM THIS A55UMPTION PRIOR TO GOMMENGIN6 CONSTRUCTION 2. MONOLITHIC CONCRETE SLAB E FOOTIN65 ARE DE5I6NED BY RATIONAL ANALYSIS METHOD. SLAB REINFORGIN6 15 REQ'D ONLY WHERE SHOWN. 3. MA50NRY HALLS HAVE BEEN DE516NED TO MEET THE REQUIREMENTS OF CHAPTER R60b, FOR HVWZ USE CHAPTER 21 (2122.1) OF THE FLORIDA BUILDING CODE. 4. TOP OF EXTERIOR PAD FOOTINGS ARE AT ELEVATION 4-4" 5. U.N.O.. = UNLE55 NOTED OTHERWISE 6. HORIZONTAL TRANSFER BARS NOT RE:Q'D AT PERIMETER FOOTING (U.N.OJ, BASED ON RATIONAL ANALY5I5. T. HORIZONTAL JOINT REINFORCEMENT NOT REQ'D PER AGI 550. 8. SEE SHEET A-5 FOR SPECS. q. PROVIDE DOUBLE LAYER of 6 x 6 - IOAO ".M. TO EXTEND MIN. 30" FROM IN51DE of FOUNDATION FOOTING AROIMD 5LAB PERIMETER FILE COF THESE PLANS AND ALL PROPOSED 'A AND SUBJECT TO ANY CORRECTIC REQUIRED BY FIELD INSPECTORS TF MAY BE NECESSARY IN ORDER TC COMPLY WITH ALL APPLICABLE COE TERMITE TREATMENT REQUIRED SOU Z;)A710N FL.AN IIA � 15II **TOP OP TYP. I5t FLR. TIE BEAM SUPPORTING ROOF TRUSSES TO BE q'—O", BB —I, U.N.O." SCALi: 1/4"=1'-O" **TOP OF TYP. Ist PLR. TIE BEAM SUPPORTING FLOOR TRUSSES TO BE 10'-4'', B5-21 U.N.O." a� PLUMBING RISER 1702 N.T.S. I $T.1.UCI£ CGUNTY BUILDING DIVISION REVIEP FOR R6,VIEWED BY GATE pLANS A P R T KEPT ON JOB OR M116T BE KEP WILL BE MADE PROJECTM PBH-0526 L revisions: I drawn by: date: designed by: S. PEAKE drawn by: 0. LUDY checked by: A.GARON date: 12/05/2005 sheet: A-1 2 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RAR FL 33432 561-39748 E.B. 7686 SCOTT R. BRENNAN P.E. NO. 51311 - m i - (,�ILIN6 TO HE 5TLCG o YV/ IMLATH LATH O In a d3 � LO 0 26"H LO 52"H O Hg � celuNe ro ee sTLrco ry METAL LAn+ a 28'-O" 12'-0" -- N11 26"H ---------------- t LO 52"H 0P cL r COVERED PATIO DINING ROOM r LO 26"H 10'-q" 76 I b'-O" r 1 GREAT ROOM 9'-O" GL6. I I o m [IfI ;p i In M ly KITCHEN m o �I Qp I JI I I a o r D.W. L--- '-0" GL6. �I of 5 ' -T.-O 05 3'-O.. -av m _ � O6 z tiEF p m Ln � 0 REA FAST GL6. ll 1�3'I 1 Ui h _ _ 9'-O" 04 LI I6' N 13'-4�4" 420 O e fi Ul FOYER 9'-O" GL6. 3 " 3'- -- r LO 122x36, 2 1 ATTIC j>1 A-2.1 26 "H 01 HB 2 CAR GARAGE L�_ j�`,��. _ i 1'-0" GL6. HT. NOM. + SARAISE RECESS I 20'-2" -r� 02 LI 50"H -in r Ib'-0" 2'-11" 28'-O" RST L.00R F#-AN IIA l$II LI 52"H +m IN I N 3" ♦ STEEL COLUMN W/ 6" x 6" x 1/4" STL BASE M W/ (4) - W' 0 x 3" EMB. UEDGE ANCHORS to SLAB I" /. N (DHL14.H._6UARP N.T.S. N I M SIDEFOr STD SIDE OF 5TLO 1/2' GYP. HOARD 1/2" GYP. BOARD S-I/2' METAL STUD U.N.O. TYPICAL INTERIOR WALL DIMENSION DETAIL N.T.S. GENEF,AL NOTES -CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. Do NOT SCALE DRAWNGS, GO BY DIMENSION ONLY. -ALL EXTERIOR OPENINGS ARE REQUIRED TO COMPLY u/ FLORIDA BUILDING CODE (FBC.R) 20 SECTION 2413 w/ IMPACT RESISTANCE OR PROTECTION u/ 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 15 BASED ON RATIONAL ANALYSIS. -MASONRY WALL CONSTRUCTION N ACCORDANCE WITH: SECTION FBC 2122.1, R44013 (A) ACI 530/ASCE 5 -ALL BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIALS. -PROVIDE TEMPERED GLASS AT FRONT DOOR ENTRY AS PER FBL 2004 CHAPTER 24 -GLASS t MIRRORSIMMMEDIATELY SURROUNDING A BATHTUB OR SHOVER ENCLOSURE SHALL BE TEMPERED GLASS WHERE THE BOTTOM IS LESS THAN 60" ABOVE FINISH FLOOR -ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. -ALL LUMBER USED FOR FRAMING SHALL 15E STRUCTURAL GRADE NO.2 WITH A MIN. FB = 1250 P.S.I. SOUTHERN PIPE, DOUGLAS FIR OR HEM FIR -GARAGE DOOR AT DEMISING WALL SHALL BE A C-LABEL DOOR WITH AN AUTOMATIC CLOSER AND A 2X4 RABITTED JAMB AS PER FBG. 2004 SECTION 115. -SILL HEIGHT FBG 2004 SECTION 10253 THE EMERGENCY ESCAPE AND RESCUE OPENING, NOTED ON PLANS, SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 NCHES (1108 mm) ABOVE THE FINISH FLOOR - PROVIDE (U - 2 x 4 METAL STUD s SIDES 1 TOP TO FORM CHASE FROM ELECTRIC PANEL to OILING W/ 5/8" TYPE "X" G.WB. (PANEL to CLG ONLY) - FRONT ENTRY DOOR SHALL MEET FBL. 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 50. 11N. (100 CFM) OF VENTILATION PER CAR -FBG.2004 12103 - SHOVERS: SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WAILLS OF SMOOTH, CORROSION RESISTANT AND NONABSORBANT WATER-FPSISTANT MATERIALS TO A HEIGHT NOT LESS THAN 10" ABOVE THE FLOOR AT THE DRAIM -CONTRACTOR SHALL COORDINATE ALL THE WOF"1C OF (HE TRADES NVOLVED. - CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS 1 SPECIFICAICNS FOUND N THESE DRAWINGS PROVIDED NOTIFICATION t APPROVAL OF ARCHITECT/DE5IGNER PRIOR TO EXECUTION. - ALL MATERIALS SHOWN OR CALLED FOR ON THESE PL ANS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS t SPECIFICATIONS. -VERIFY METER t 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 13ATT INSULATION -SEE ROOF and/or SLAB PLAN FOR ALL 5%. HGTS 1 COLUMN SPECS. -SEE FLOOR PLAN FOR ALL BEAM SPECS. -STUDS a WET AREAS TO BE PLACED s 16" oc. u/ CEMENT BACKING BOARD. PER FBL. 2004 SECTION R 3092: ANY GARAGE WHICH HAS HABITABLE ROOMS A50VE IS REQUIRED TO HAVE A MINIMUM OF 1-%" TYPE X GYPSUM BOARD OR EQUAL ON CEILING% EXHAUST FANS MUST V.T.O. FLOOR PLAN WALL LEGEND _ EXTERIOR BEARING WALL s161 ® O.C. (SEE PLANS FOR WIDTH) _ 3-IR" MTL. STUD INTERIOR WALL s 24" OZ. (UNO) 1-1/2" CONCRETE BLOCK ®— WALL. (UXD) _ WOOD NTERIOR BEARING WALL ® STUDS s 16" O.C. (UNA) --><- FLOOR BREAK 1'-4" 11 COUNTER TOP -IN 24" MOLDINS 2x6 WOODEN NAILER a TOP OF KNEE WALL (TOP a 42" A.F.F) w =ty i TOP CHANNEL OF MTL. STUD KALL r O 7 v 2x6 MTL. 5TUD WALL SYP. BD. £A. SIDE TOP e 40" A.F.F. o TYP. AD. BASE MOLDINS GOUNTER SECTION 50ALE 1/2" = 1'0" DOOR SCHEDULE Tag Location Type Door Size Design Pressure Product Approval Remarks Width Height Poo Nag Number Pressure OI POYER HINGED - SIN6LE - EXTERIOR 5'-0" 6'-8" +2q -56 0I-1126.01 +/-67.0 EGRESS 02 6ARAISE DOOR S6L_OVERHEAD 16'-0" i'-0" +26 -26 FL-528R +25.9/-26.6 VENTED 05 6ARA6E ENTRY HIN69D - SIN61LE - EXTERIOR 2'-b" b'-8" WA WA -- -- -- 04 PANTRY BIPOLD - SINGLE 2'-4" b'-0" WA WA -- -- -- 05 POWDER ROOM HINGED - SINGLE 2'-10" 6'-5" WA WA -- -- -- 06 CLOSET SMOLD - SIN6LE 2'-4" 6'-8" WA WA -- -- 011 RE GAT RM. SLIDING - DOUBLE - FULL LITE 6'-0' 6'-0" +2T -30 03-0129.06 +/-60.0 -- IT I BED 3 HINGED - SINGLE 2-6" 6'-8" 1 WA I WA I-- -- -- 18 I WIG 3 BIFOLD - SINGLE 2'-0" 6'-B" I WA I WA I-- -- - WINDOW SCHEDULE Tag Location Typo Win Size Design Pressure Product Approval Remarks Width I Hol ht I Poe I Noq I Number I Pressure OI HALL SINGLE HUNG 5'-0" 5'-O" +50 -33 05-0104.05 +/-43.i -- 02 DINING SINGLE HUNG b'-0" 5'-O" +24 -32 OS-0I04.05 +/-43.1 -- 05 BREAKFAST SINGLE HUNG b'-0" 5'-0" +24 -32 05-0104.05 +/-43.7 -- THESE PLANS AND SUBJEC NDOAALL PROPOSED WORK REQUIRED BY FIELD INSPECTORS NY r0INS MAy BE NECESSARY IN ORDER TOE COMPLY WITH A"- APPLICABLE CODES. to 0 N M N WC') ll 00 00 d1 V m m 0 c 0 c I O m W 00 0 0 L O Ln� y LI LO LO � W U O x (n iL LLL N O Lu o-3 z� J Q j 2 J O N E PROJECTM PBH-0526 W W " u € Rio o 9z gx 8 _ €ee m as8 -s U 1-3 1 nH yIs 8g0 rc g8 © z miz .09 mJP1 '` J m� Ego t i 0 m E. s P W �.2ZF x 0 E=yg 8s A Soso Ss6$ i N�FFf I 1 U a3= �$ li Waw€F 9 g'S tF01 6 �s13 9Hmi �BT revisions: drawn by: date: NAME DATE designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12105112005 sheet:A_ ..1 3 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 NO 2006 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 28'-0" 5CALE 1/4"=1 �1 �M e Iwo ;10 PLAN VIEW SECTION DOOR SCHEDULE Tag Location Type Door Size Do Ign Pressure Product Approval Remarks Wldth Het ht Poe No Number Pressure 06 UTILITY BIFOLD - DOUBLE 5'-O" b'-8" WA WA -- -- -- 09 AHU 511EOLD - 51NSLE 2'-W 6'-8" WA WA -- -- LOUVERED 10 LINEN 51POLD - SINGLE 2'-0" b'-8" WA WA -- — -- 11 BATH RINSED - 51N&LE 2'-4" 6'-8" WA WA -- -- -- 12 M. WIC BIFOLD - SINGLE 2'-0" 6'-6" WA WA -- -- -- 13 M. BED HINGED - SINGLE 2'-W 6'-8" WA WA -- -- -- 14 BED 2 HIN6E0 - SINGLE 2'-6" 6'-8" WA WA -- -- -- 15 CLOSET 2 Bill - DOUBLE 4'-0' b'-W WA WA -- -- -- 16 M. BATH HINGED - 51NOLE 2'-4° 1 1 WA I WA -- -- -- 111 BED 3 HINGED - SINGLE 2'-6° 6'-8" WA WA -- -- -- 16 WIG 9 BIPOLD - SINGLE 2'1 6'1 1 WA I WA — -- -- WINDOW SCHEDULE Tag Location TWOPressure Kin Vil lgn Product Approval Remarks Width Haight POs 1 Npq Number Pressure 04 LOFT 51NSLE HUNG, 3'-0' 4'-W +90 -41 05-0104.05 +/-45.-1 -- 05 ABOVE STAIRS PICTURE 2'-0' Ell +90 -99 04-1104.02 +/-81.0 -- 06 ABOVE STAIRS PICTURE 2'-0' W-2" +50 -55 04-1104.02 +/-61.0 -- 41 WIG PICTURE 2'-0' W-2" +50 -41 04-1104.02 +/-81.0 -- 08 BED 2 SINGLE HUNG W-O" 4'-8" +30 -33 05-0104.05 +/-43.7 E6RE55 09 BED 3 SINGLE HUNG 3'-0" 4'-8" +50 -55 05-0104,05 +/-45.-7 E61111E55 10 M. BATH 51NSLE HUNG V-O" W-8" +50 -59 05-0104.05 +/-43.T -- 11 M. IBM I SINGLE HUNG 3'-0" 4'-W +50 -55 05-0104.05 +/-49.-7 1 E6RE55 i 10 FILE COPY THESE PLANS ND ALL PROPOSED Wor- AND SUBJEi T TO ANY CORRECTIO,Il REQUIRED B FIELD INSPE MAY BE I`�.. CTORS THAT F, Snr2Y PP' ORDl Thy COMPz;' �t/t: C()DES. 1 3/8"XI- SOUTHERN PINE (DENSE SELECT li 5TRUCTURAL) PICKETS STAIR STRINGER (#2 50. PINE OR BETTER) HANDRAIL 1DE`l SGA-5 N.TS. � 0 U WALL RAIL CONNECTION KEYING: OHAND RAIL #1 DENSE So YELLOW PINE O#10 X 2 1/2" LONG STL. LAG, 5GREW ® 16" O.G O3 1 II/I6" X 1 11/16" PIGKET5 5 1/4" O.G. #1 KO SO YELLOW PINE. 0F15=1150 PSI) O# 12 X 2 1/2" LONG 5TL. LAG 5GREW. O3/5" X 3 1/2" LAG K512 ANCHORS. O# 12 X 3" LONG 5TL. LAG 5GREW AT 8" O.G. O# 10 X 2 1/2" L06 5TL. LA6 56REW AT 8" O.G. O2X ND. BLOGKI% O2X2 WD. 6LOGKIN6 NOTE: HANDRAILS SHALL MEET LIFE SAFETY CODE 5EGTION -7.2.2.4.4.7 IIs ALL HANDRAIL5 SHALL COMPLY WITH THE "FLORIDA ACCESSIBILITY CODE FOR BUILDIN6 CONSTRUCTION" ALL PICKETS TO BE SPACED TO REJECT A 4", OBJECT TOP OF HANDRAIL GRIPPING SURFACE SHALL BE MOUNTED BETWEEN 54" AND 56" ABOVE STAIR N051N6 AT STAIRS &RIPPING SURFACE OF THE HANDRAIL SHALL BE 1 1/2" DIAMETER RI5E AND RUN: STAIR RISERS: -7 STAIR TREADS: W TREAD + 1" NOSING = 10" TOTAL STAIR TOTAL T }"+-f �"+10=25" ALL TREADS ♦ RISERS, ARE GLUED TO STRINGER 2XI2 50161HER t YELLOW PINE NI KDA STRINGER ROUTED TO RECEIVE TREADS 6 RISERS . % SOUfi YELLOW PINE n TREADS (ACTUAL THIVOESS 15 Ix SPRUCE MS OR %-cox PLYWOOD RISERS 2X2 BLOCK 6' TO 120 LONG NAILED 1 Gum To TREAD ROUTED OL05ED R15ER DETAIL to X O M N W °J C L o 00 U a) N in O O O C Im x W 00 H�(,28 0 r LL rn WwCoco 0 O O X W i LL N O r o°z O CCU *k z W oo2 � F ON E PROJECTM PBN-0526 revisions: drawn by: date: NAM DATE designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12105/2005 sheet:A_2.2 4 of: 17 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3746 E.B.# 7666 SCOTT R. BRENNAN P. E. NO. 51311 TY1'. CHANGE — /_ / ® �_-----—--�-- --------- — tl1-1------�--------------- — a� ---------------- ----- ---- — 20" D SYSTEM 42 TRUSSES o 24" O.G. S NA Im n — --�-----------_-------mi --- — 1 101 FI d 0� pt 2-BI 2-DI A-5 ® ------- ---- —34 ---- -- : _ � : = e m — — — II x x x x x x x x x x x x x x STAIRx_ x x x z :. z x x x x x x x x �PYi`il)VC�x x x x x ,� 0' 4" I'-8" A-- BB-2 u x x x x x BB4 x x x x x x x x-2 A- BEAM ELEV. x x x GHAN&E HN HN BEAM ELEV. CHANGE FI VALLEY I . I HN ,1. `.. SET N o AH-s I .,11 �11 II EA. HEADER x s I2 ' AAA i I I TYP. PT-4 _ _ 5 9 — — — — _ _ _ _ _ _ --------- USE SI ANCHORS FOR ALL WOOD TRUSSES — — — 11 THAT GROSS OVER ANY WOOD A-5 SEAM, U.N.O. II II II II II II p II II II I r II II II II II II II II Il II II II II II FLOOR FRAM I NCS PLAN 11A � II tl ►III BEAM ELEV. CHANGE TRt USC AI ANCHORS POOR ALL WOOD TRUSSES A-5 THAT GROSS OVER ANY MASONRY WALL, U.N.O. "ALL CEILINGS FLAT U.N.O. SCALE I/4"=1'-0" 0 - CLERESTORY AREA **TOP OF TYP. let FLR. TIE 5E>4M SUPPORTING ROOF TRUSSES TO BE Of'-O", BB -I, U.N.O." **TOP OF TYP. let FLR. TIE BEAM SUPPORTING FLOOR TRUSSES TO BE I0'-4"1 55-21 U.N.O." FLOOR r—RAM I NC5 PLAN NOTES TRUSS I OAD DESIGN, 55 P_F. ROOF PITCH PER PLAN, STD. HEELS, SQMARrE CUT TAILS, W/ OVERHANGS PER ELI V's PROVIDE 2 x 6 SP. " 1 VERTICALS ® INTERMEDIATE BEARING POINTS, UNLESS NOTED OTHERWISE TYP. OVERHANGS ARE 1211. A/B —CONNECTION of STUD/TRUSS/GIRDER/POST PER "TR155 ANCHOR SCHEDULE" A-5 —STRUCTURAL PAGE NUMBER. (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). DT-7 —REFERS TO DETAIL REFERENCE ON "DETAIL SHEETS" S 1 —STRUCTURAL PAGE NUMBER. (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). SC- —REFERS TO "SPECIAL CONNECTION", SPECIFIC to THIS PROJECT A$ DETAILED ON STRUCTURALPAGE. A-5 —STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). ALL ANCHORS NOT LABELED ASSUMED TO BE "TRUSS to TRUSS" CONNECTIONS, BY TRUSS CO. DRAFTSTOPPING NOTES: FLOOR TRUSS / GIRDER F.B.G. R502.12 FLOOR/GEILINGS: -DRAFTSTOPPING REQUIRED IN FLOOR SY-WEM SEPARATING 1000 SF AREAS. -DRAFTSTOPPING SHALL BE PROVIDED PARALLEL TO MAIN FRAMING MEMBERS. F.B.G. 2520.5.2.2 ATTICS: -SINGLE FAMILY DWELLINGS, NOT REQUIRE?, FIREBLOGKING, NOTES: F.B.G. R502.13 FIREBLOGKING REQUIRED: -SHALL BE PROVIDED IN WOOD -FRAME FLOOR DRAFTSTOPPIN6: GONSTRUGTION AND FLOOR-GEILIN6 ASSEMBLIES IN ONE 5112E OF FRAMING MEMBER ACGORDANGE WITH R602.8. -VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. -HORIZONTALLY AT INTERVALS NOT EXGEEDING 10 FT. -BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN. © /� PRAT75TOP �r=7A I L -OPENINGS AROUND VENTS, PIPES AND DUGTS. REFER TO Rb02.5.1 FOR ALLOWABLE MATERIAL AND INSTALLATION. FILE COPY O- 4/12 ROOF PITCH 1211 2 4 BM H6T. _ PER PLAN TR 1 TYP. TRU55 PROS I LE —3.1 SCALE: 3/4"= I1_0ll TYPICAL AROUND ENTIRE ROOF, U.N.O. THESE PLANS AND AND SUBJECT To PROPOSED PROPOSED WORk REQUIRED BY FIELD INSPORRECTIONS MAY BE NECESSARY 1N ORS THAT COMPLY WITH ALL ORDER To APPLfCABLE CODES. � NM U1 N W o�-1 0000 U 00 N m O C O C I O m x W ca �2�w �+,70u4 to W "" O X UU)dIL H WZ w W 0 Zv Z LLI H V G H O H PROJECTM P13H-0526 revisions: drawn bv. I date: designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12105/2005 sheet: A_3 5 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RATOI FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN I.E. NO. 51311 ry m m I 6 It 01 26'-0" FILE COPY I THESE PLANS AND ALL AND SUB,/ECT TO ANY OPOSED WORK REQUIRED BY FIELD 1NSP OR p S THAT MAY BE NECESSARY S ORDER TH COMPLY WITH ALL APPLICABLE CODES. 5 Co®'NFLOOR C L.L FLAB M'EN7 FLAN "A $15II **TOP OF T`(P. let FLR. ilE SEAM SUFFORTING FLOOR TRUSSES TO BE 10'-411, 55-2, U.N.O." SCALE 1/4"=1'-0" � N M to N W mYM � J LL 0) O) U 00 N in 0 C O C I O m W @ 00 C>C> ZLL a° � i W �"" w = C 0 O X U to aLL < N ti r' 0.0 ry0 CCU Z* W 0 o E1� OU) E PROJECT#: PBH-0526 z E J o §� U ffl�g .0 EMU 117s w a y $rcM zaZW w90 0 ZWWC �eTr C �2mE _ G 6 ()' Zmow �3r J j��� ' moF� rs s--- - E 16 J aw�W J E_ Z F1 W 1Ea= E66 ZS jaII•�� J N LL AM IA W0 �v4 " L �sall $� 5 8 a N S�o�o gs�m V. revisions: drawn by: date: AlAi� DATE designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12/05/2005 sheet:A-3. 1 6 Of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 USE AI ANCHORS POR ALL WOOD TRUSSES THAT GROSS OVER ANY MASONRY A-5 WALL, U.N.O. 0 r II II II II II � II L II II II II II II II II II II II II II II II II II ' II II II II II II II II II II II r II II II II II II II II II • -- I I I I I I _F-_______ I C ,1 I" 'I 0 r — L TYP. 5-9 I I VALLEY SET 1— — "ALL CEILINGS a I-O" FLAT U.N.O. **TOP OF TYP. 2Nn STORY BEAM HT. TO BE 20'-4111 55-1, U.N.O." :P 7RU55 UP OVER A/G 0 1 r USE AI ANCHORS POR ALL WOOD TRUSSES A-5 THAT CROSS OVER ANY MA50NRY WALL, U.N.O. �� ATTIC VENTILATION VENTILATION OF ATTIC SPACE SHALL COMPLY WITH F.B.C. 232632 RATIO: MIN. I SQ. FT. OF VENT PER 150 SQ. FT. OF CEILING. ROOF AREA CALCS: QUANTITY OF EAVE VENTS: PRIMARY: 1061 SF. / 150 SF 4.91 = 6 VENTS SECONDARY: 621 Sr-. / 150 SF e .91 = 4 VENTS NOTE:.BI = SF IN ONE VENT R®®7— FRAY I NC7 PLAN N07E5 TRUSS LOAD DESIGN, 55 P-P. ROOF PITCH PER PLAN, STD. HEELS, SQUARE CUT TAILS, W/ OVERHANGS PER ELEV'e PROVIDE 2 x 6 S.P. " 1 VERTICALS a INTERMEDIATE BEARING POINTS, UNLESS NOTED OTHERWISE TYP. OVERHANGS ARE 1211 . A/B —CONNECTION of STUD/TRUSS/GIRDER/POST PER "TRUSS ANCHOR SCHEDULE" A-5 —STRUCTURAL PAGE NUMBER (REFER 70 "TRUSS ANCHOR SCHEDULE" FOR SPECS). DT-7 --REFERS TO DETAIL REFERENCE ON "DETAIL SHEETS" 6-7 ---STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). REFERS TO "SPECIAL CONNECTION", SPECIFIC to THIS PROJECT AS DETAILED ON STRUCTURALPAGE. A-5 —STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). ALL ANCHORS NOT LABELED ASSUMED TO BE "TRUSS to TRUSS" CONNECTIONS, BY TRUSS CO. 2 X 4 P.T. W/ 1/4" x 2" ENIB. / TAPGON5 12' O.G. JROOF PER PLAN PLATE to STUD at WALL: 5 - IOD TOE -NAILS TYP. HGT_PER PLAN I I I � I L 2 x 4 STUDS 16" O.G. W/ TOP/BOT PLATES Yy/ U.S.P. "5PT" W/ 4 - 8D NAIL5 W/ 4 - 8D NAIL5 EA. END L------- PLAN I 5EGTI0N FR4 r—RAME SUY10—OUT A-4 SCALE: 5/4"= I'-O" ALL LUMBER TO BE 5.Y.P. a 2, U. N. O. FILE Cop , THESE PLANS AND SUB ECT 10 DALE PROPOSED CO RK UIRED BY FIELD INS� RRECn� O C MAY St VS MPLY wIVL TH ALcCE(� PL N RD R TO T LICABLE CODES N Cl) N W °U)J U. � U a0 N m O C O C I O m Woo Z �M f� W@QV) .0 c 0 O x Uinali W 1 N O r o°z O J a Z t� U) — QJ190 0F OU) 12 PROJECT#: P13H . 0526 1 w w u rz i g�^u U g 9U O�W € nO cOi�rca y a e l 3J n s$� z €g �6€ Q Zma /J Zm=go �+• � z0 WV D e� 8 �a OmD of EFEz I zo O �- 5 a 1 z.DzF� 566 OV�FFOjj SS o € �s Orc�g�s ss� ®i$§ =9 m�(,� O ZIR SB T 'OWE 005 GG�S�a of 6 €Tea revisions: drawn by: date: NAPE DATE designed by: S. PEAKE drawn by: O. LUDY checked by: A.GARON date: 12/05/2005 sheet: A-4 7 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RATON, I 33432 561-392-3748 E.B. 7683 OV 2 Z DOE SCOTT R. BRENNAN P.E. NO. 51311 /_\ POST 5CHEDULE I - 0 1 PI4 1- 2 x 4 S.YP. a 2 NOTE 3 P6 P68 6 x 6 P.T. 6 x 8 P.T. P4 4 x 4 P.T. P45 4 x 6 P.T. P26 2- 2 x 6 S.Y.P. a 2 TYR MIN, U.N.O. P4C 4 x 8 P.T. P36 3- 2 x 6 S.YP. a 2 P24 2- 2 x 4 5.YP. a 2 NOTE 3 P46 4- 2 x 6 S.Y.F. a 2 P34 2- 3 x 4 S.Y.F. 0 2 TYP. MIN, UND. P56 5- 2 x 6 S.Y.F. a 2 P44 4- 2 x 4 S.T.P. ' 2 P66 6- 2 x 6 S.Y.P. a 2 P54 5- 2 x 4 S.Y.P. a 2 P28 2- 2 x 8 S.Y.P. a 2 TYR MIR UND. ;M&A 6_ 9 .. A 0.Y0 a 9 =%A A- 9 v A 4 Y P a 9 GE ANCHORS 24" O.C. (8" FIRM TOP/BOV 4" O.G. and MAX. 6" FROM ENDS. W/ WASHERS a 1611 OL. FOR BUILT-UP LIFT), 2" - MASONRY, 3" - LUMBER) 0 (SEE TRUSS ANCHOR SCHEDULE) /IDE 2 x 6 S.Y.F. a 2 CATS UV 3- 16D S FROM POST to CAT TYPICAL. - ALL POSTS at "COVERED PATIO/LANAP AREAS TO BE WIRE LATHED end STUCCO FINISHED. - ALL OTHER WOOD POSTS TO BE MR 3 - 2 x 4 or 2 - 2 x 6 SP. a 2 (MATCH WALL WIDTH) - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS • 6" Or - STAGGERED EA PLY/EA. PAGE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HGT. TO MATCH 5R5 WALL HGT, UNLESS CALLED OUT OTHERWISE - VERIFY POST WIDTH TO MATCH GIRDER WIDTH PER TRUSS DWG. - PROVIDE SOLID BLKG. BETWEEN FLOOR SYSTEMS, FOR CON'T BRIG. TO MASONRY BEAM, FROM ALL 2ND FLOOR POSTS ABOVE. - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. I 0 HEADER SCHEDULE I ----- I MIN. TO BE BUILT-UP PER WALL WIDTH 4 NAILED PER BELOW MAX 3 3/8"W x Il 3/4"D, BY TRUSS CO. (VERIFY AS I MEMBER) ROOF 4 CIA or BRACING CON'T NAILER or BLKA W/ 16D NAILS 6. O.C. or 3 - 16D NAILS PER EA WE"TUD THAT IT CROSSES NRY W/ 114" x 1 1/4" EMS. TAPCONS a 24" O.C. (MIN. 2 / BLK) BY TRUSS CO. (TO SUPPORT CANT JACKS) 30' O.C. W/ 4 - V4" 0 x 2" EMB. TAPCONS to MASONRY W/ - ALL OTHER WOOD HEADERS TO BE MIN. 2 - 2 x 12, NAILED TOGETHER W/ 2 ROOK OF 16D COMMONS a 6" OC, UNLESS CALLED OUT OTHERWISE. - ALL WINDOW HEADERS TO BE 2 - 2 x 10 S.P. a 2 W/ IR" FLITCH PLATE, NAIL PER ABOVE - ALL 2 x 12 5.U. HORS ARE ASSUMED TO BE CON'T TO Bfira. POINTS a EA SIDE - SEE FOUNDATION PLAN FOR ALL CONCRETE BEAM SPECS. TRU55 ANCHOR 5CHEDULE CONNECTION TYPE MARK 0 ANCHOR TYPE �. � OUANr. SIZE 1a111-eaIDLE TRUSS a WL SCHEME WOOD WALL LATBYL Lob Lem F1 I F-2 UPLFI c wAary MARK 0 TRUSS to MASONRY Al USP "NTAI6" 1 125 W 16 I N/A 590 660 A l !T Y " (2) - 'HTAI6" 2 ' ' II 1320 A2 TRIM to WOOD (TZ)' MRK ANCHOR TYPE iB 1 U 6 'RT24T OR RT24F" O T Y I SIZE 1'W 14 GA. STRAP tD TRIM 5 - I VY STRAP 10 WD WL 5 - 16 F1 (N) Fes! (N) UPLFT MRK 0131 SEE BELOW 82 " " " I T-I6 xII/P 1-16D MD 82 Be 16A' I 18 GAUGE 9 - I x I W" B - WD 600 800 880 LBO Be 87 " I 1 20 4 - 8D 4 - SO M 16V 415 L56 97 PROVID 1' CLIP tW 6 - BD NAIL5 EA M ISM 505 T MS. (5) - 1/4" 0 x 2" E TAPCON6 PER 6RAP tO MA5ONRT N / A 1225 LBS T SRP to WOOD ASY. STEP to WD BaOW WOOD to WOOD CI U 5 M•BTA48' I /4'W 16 GA T- x l 1!U' T- 10D a 5 (TJ 1050 C 1 (WALLorPOST) I " O- x I IR' 10 • I a 8 (i) W35 p C3 N/ A STEP b NOW— T ALT. PROADE TAPCONS to MASONRY WALL BELOW - 1/4' 0 x 2' EMS. TAFGON5 PER STRAP T WD. POST tD BLAB DI U 5 F 1 'MP34" 1 ANCFK)R To POST 4 - 80 NAI S ANCHOR TO SLAB (2) - 114" 0 x I L2'EMB. H TI 4QUIK-CCN II° N / A DI (TZ> D4 m2. 1 2 - 5/8" 0 BOLTS (U - 5/8" 0 x 8" . HILTI 'KWK-BOLT 11' 2660 L55 D4 D5TD5.1 2 - 3/4' 0 5OLT5 (U - 3/4" 0 x V HILT[ "KUK- T II" 3155 L55 D5 DeTD61I 1 3- 3/4' 0 LTS (1) - 1" 4 x a" EME, HI TI %WIK- T 11' 5545 L55 DO D7 " "4TT22" 1 16 - 16D NAILS (U - 5/8" 0 x 8" . HILT[ 'ICWK-BOLT II" 36% L55 D7 De 1 32 - IbD NAILS (U - 5/8' 0 x 10% "J-BOLT' 5310 LBS De WD. BEAM to (TZA F 1 USP `T NMl0' or'THD210-2' or M041V 1 SITE I 14 GA ANM TO WOOD CAM ANCHOR TO MASONRY 20 - 10 NAILS (6J - I/4" X 211. TAPCONS(F NG (12) 20M L55 F 1 - BEND FLANGE OVER AT MA60NRY CORER APPLICATIONS - VERIFY ANCHOR TYPE PER TR1560RDER WIDTH TO APPLY - FILL MASONRY SOLID AROND 4 ABOVE ANCI.IOR PER DETAIL 2C / 5-3 F2A I l8) - TAPCON6 (U - 114" 0 x 2' EMB. 1015 LBS F2A SEE ANCHOR TYPE ( DETAIL " F2A " ) F10 U S T 210.2" H GA 20 - I NAI 5 (6J - I/4" X 2' TAPCONS(RNGE (12) 2000 PIO F13 (3) - ItV x 4" EMS. WEDGE ANCHORS TO MASONRY WALL BEHIND W/ I at TOP MIDDLE 4 BOTTOM 45M L55 P12 TRUSS to TRUSS I T 1 TRW to TRW CONNECTION, TO BE PROVIDED BY TRUSS Ca'1PANY, L NLE86 NOTED OTHERWISE N / A T 1 - HARDWARE SPECIFIED MANUFACTURED BY "U 5 P' LUMBER CONNECTORS"', A GIBRALTOR COMPANY - - IN5TALL ALL HARDWARE N ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS - "TAPCCNS" - SPACE MIK 2" T.O. BEAM "UEIXaE ANCHORS" -SPACE MIN 4" W/ MIN 3" FROM EDGES CAPACITIES SHOWN ARE FOR INSTALLATION N SOUTHERN PINE LUMBER W/ A5TM A446 GRADE A STEEL SIDE PLA W/ NAILS AS INDICATED, UND. - 8D : 0.131" 6 x 2 It'21 10D - 0.148"0 x 3'L 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 "TV MUST TYPICAL A- ANCHOR PER TRUSS ANCHOR SCHEDULE (A, B, C..... ) TR15SKsDR e PAGE REFERENCE FOR SCHEDULE MARK �L `tivs AND ALL PROPOSED WORk AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. E COPY 0 E3E4M SCHE )ALE B O N D 5 E A M NO. TOP (BOND BEAM) I STEEL I BOTTOM (PRECAST 'U") I STEEL NOTES 55-1 (i% - B" x 8" BOND BEAM 1 a 5 BAR "L" TYPE BELOW LABELED on PLAN TYP. BOND -BEAM CON'T AROUND SHELL PERIMETER. UND. (SEE WALL HATCH FOR T. of BEAM HOT.) 1313-2 (2) - B" x B" BOND BEAM 1 a 5 BAR/ 'L" TYPE BELOW LABELED on PLAN ALT. BOND -BEAM COURSE AS NOTED ON PLAN BB-3 (2J - 6" x 8" BOND BEAM 1 11 BAR/ 'L" TYPE BELOW LABELED on PLAN ALT. BOND -BEAM COURSE AS NOTED ON PLAN L0 "BB" or "TB" TYPE ASV. PER PLAN 8" x 8" PRECAST U NO STEEL L 1 B x 8 PRECAST U 1 a 5 BAR LIS 8" x 8" PRECAST "U" 1 a 5 BAR STIES - SEE BELOW L2 S" x 8" PRECAST IV 1 a 1 BAR L25 8" x 8" PRECAST "U" 1 a 1 BAR STIRRUPS - SEE BELOW L3 N / A 8" x 8" PRECAST "U" 2 a 5 BARS I BAR TOP / 1 BAR SOT. L4 N / A 8" x 8" F'WCAST "U" NO STEEL L II VOW x 8"H BEAM BLOCK 12"W x 8"H PRECAST 'U' 1 a 5 BAR L 18 N / A 12"W x 8"14 PRECAST Ul 2 a 5 BARB PLACE STEEL AT TOP "+' SYM50L at BEAM CALL -OUT INDICATES FRAMED ARCH BELOW PER DETAIL T on PAGE "8-3" PLACE 5TIRRUP5 IN EA. CELL IN ALIGNMENT w/ BEAM 5TEEL. (NOT TRANVERSE TO STEEL.) _ #5 CLOSED STIRISIP ' ' ;• 4"N x M"- 5") E.5.IF 'H" = 16' STIRRUP HOT. = II" 5EGTION STEEL PER. PLAN VIEW L 1$ L29 L_" TYPE ABOVE POURED CONCRETE (ME)L. 1551) NO. SIZE TOP STEEL MID STEEL BOT. STEEL I NOTES 525 BILL! x 26'H 2 a 1 0 BARS 2 a 5 0 BARS 2 a 8 0 BARS A5 INDICATED ON FLAN a 3 0 STIRRUPS at 10" Or ­ POURED CONCRETE (MDL. 2656) NO. SIZE TOP STEEL MID STEEL SOT. STEEL I NOTES 525 8"W x 20"14 2 a 1 0 BARS 2" 5 0 BARS 2 a 8 0 BARB UPTURN ' 3 0 STIRRUPS at 10" OL. "+" SYMBOL at BEAM CALL -OUT INDICATES POURED CONCRETE ARCH BELOW NOTE: - FILL ALL MASONRY SOLID fROM PRECAST 'U" LLNM TO BOND BEAM " LINTEL STEEL PER WJ-EDULE - PROVIDE MIN. 30"L x 30% CORER BARS at EACH COURSE of DOABLE LINTEL TIE -BEAM ill PROV. 15 a x 301 CORER - BOND -BEAM TOP COURSE STEEL ASV, B THAT PART OF CONT STEEL BARB at NSIDE and CUTSIDE Ii of LUML at MID -DEPTH AS SPECIFIED PER TYPICAL WALL SECTION (Page's-4') (IF- NO ADDT STEEL IS REGIINED) lli MITER LINTELS - FOR S'H (M-1 TYPE) WA*, USE PRECAST U' In LIEU of BOND -BEAM kt - FOR 16W (55-2a3B-3 TYPE) BEAR, USE PRECAST 'U' IllLEII or .,, .- - .. .!. w= .., . . BOND -BEAM at BOTTOM COJOE - - FOR 14"4 BEAMS, USE B"H RECESSED PRECAST LINTELS - LAP ALL STEEL ML 40 Bar 01a. of LAMEST STEEL of LAP TYPICAL - PRECAST SEMI STEEL TO EXTEND MIN 4' PAST EA SIDE OF OPENNG PLAN TYP. BEGfION - PRECAST LWEL.B BY "CAST-CIRETE". FOR DBL BE", MITER NIERIOR BRrs or LNIMB at CORRRB Or MITER FILL FOR 129U LNTELB T. of BEAM T. or BEAM -T•;I. r--T TOP STEEL _ I is Z Q +--+ ALT. T. of am lUPTUISN) 1. ' , .t� 71 MID STEEL y�.l .I STIRRUPS (-I -- ` SOT. STEEL - B. or BEAM --_'Tl STEEL PER - _ _ _ YERFT IEKACT SIMATEEL awc EDUCE 5.0 BEMs PER BGIEDIYE ASV. TYP. TYP. VERIFY'DBL.' STEEL PER TYp. © PER PLAN SCHEDULE A N C, M to O N O W 5M COW J LL 0 U 00 W � m O � 0 c I o m W� 6 0 L o (D L.L N co U) 'n Ww"" 0 0 x U (O d LLL W c 19 W W� mj W 0� 10M Y O QLu yam W _— j V 0 D J � H Z to Z 19 2 PROJECT#: PBH - o E UJ = @$' x J U 0 r 0 Ism 8a �Ig(C O U LL W ,1t3 N W� € o8 Isu§N 0 Ups xrc2 � as aa. WNZ �-, J�Z SF�yr 0go� /� �Uis Z. 'a'a $� �1FaJWiAZF Eo , I1ir y9 a F.6� N e �� ra: �NJ U n) oyg '0 Rs FELL=�Bg S F moo M rc U) i 13mB€. 821d e 3ya6 revisions: drawn by: date: NAME DATE designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: A_5 8 Of: 16 1600 S. DIXIE HWY, STE. 409 BOCA RATON, FL 33432 561-392-3748 E.B.1 7686 NOV . n 206 SCOTT R. BRENNAN P.E. NO. 51311 r= �1 SIDE 6" FRONT RACKET LUITH CAVETTO I (PIREFABRIGATED FOAM) N.Tb 12" RAISED STUCCO SAND DETAIL N.T.s 6" INWARD T" INWARD CURVED CURVED FOAM SILL FOAM SILL FOAM WINDOW SILL DT 6" INWARD CURVED FOAM SILL NT_S \L. r-y FASCIA MOULDING *&ABLE END FOR HIP SOFFIT 70=- B 1 I •GUT FLUSH W/ WALL FOR GABLE END &(PFR;EFA5RICATED ORNICE i IOULDING FOAM) N.T.5 vA 5/8" ro" RAISED STUCCO BAND DETAIL 3 v.Ts FOAM CORBEL DT 5" x S" x 4" STUCCO CORBEL. TERRA GOTTA ATTIC VENTS (FOAM) N.T.s N.T.S — - - — - 26'-5 1/2" TOTAL BLD6. HT. - — - — - - — 23'_2" MEAN ROOF HEIGHT -- iivv�■� j�I� '�=i�iiwi� NMI � =on ONE .. RONT EX7F.RICR ELEVATION 11511 4'-O" A.2NDF.F., T. OF P �----------�r8'rA.F.F - 7Tr. T. OF WINDOW5 TYP. 11� T. OF DOORS TYP. - - 26-5 1/2" TOTAL 5LD6. HT. - 25'-2" MEAN ROOF HEIGHT ----------- - -- - - - ---------- - — - 9 -O A.2NDF.F., T. OF P -- -------- - — --------------------- 19-8'7A.F.F. -------- ----- - - — - - - - — - - T. OF WINDOW5 TYP. REAR EXTERIOR ].X A710N II 10'-8" 2ND F.F. W-O" A.F.F., T. OF BEAM " IN ? -8 A.F.F., T. OF W DOWS TYP. 6-5" A.F.F., T. OF DOOR5 TYP. - �—------ SCALE 1/4"=1 TNESE p ANo/RZ NS,4REQFEYAlo ACCrTC p'yo S"AN FCOM`�WNQ'y® q(j 'R pR�C N qpp`AepDlp T QRk Otis. to o M N W °U)LL J 0) W U co00 N in D 0 O C I O 0 W to o H�7 �r Z�� CD LL cO M WW"' un y 7 O X uU)aLL -IMF 1 N O C-D Z� LU o o 0 PROJECT#:PBH-0526 ~ ' g `9C o x ~z ig�u O o B o J V�$ U ¢W WI= € a 5 o � 'o z G..R!-1 t O! Z�Qp8�y= 1 10 9H f— a� sip ' nz <. Sa oyi �Ee', wawa wK5 a �W y gii� J �2610 s til F-;UO� a,1:1a 15 r )U2 t OKi s< 9 T 0 OR $ C4 revisns: io drawn by: date: designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12/05/2005 sheet: A6. 1 9 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 r30 2 12006 SCOTT R. BRENNAN P. E. NO. 51 31 1 26 -3 I/2 TOTAL BLD6. HT. ------- ---------------- 25'-2" MEAN ROOF HE16HT LEFT EX7ERICR ELEVATION Im q'-O" A.2NDF.F., T. OF P -V-8" A.21NDF.F., TYP-------------------------- T. OF WINDOWS TYP. 10'-8" 2ND F.F. - - — - q'-O" A.F.F., T. OF BEAM - - — - - 7'-8" A.F.F., T. OF WINDOWS TYP. TYR 11,1 FILE COPY TOTAL 5LD6. HT. - - — - - — - - — - - — - - 25'-2" MEAN ROOF HEIGHT - - — - - V-O" A.2NDF.F., T. OF P — -- V-------------------- ----- ----------- ---------------------- t IgTB � A.�.� --------------------------- 7 A.2NDF.F., �.� T. OF WINDOWS TYP. ImM 10'-8" 2ND F.F. q'-O" A.F.F., T. OF BEAM '7'-8" A.F.F., T. OF WINDOW5 7YP. ---------------------------------------------------------------------- 0'-0" F.F. I rSPHfi EX7ERICR E:L.EVA71VN II 5GALE 1/4"=1'-O" II/ESE p RQ� RU �E�r ro ill �R®P BY qNY ®SE'yjcD C MPBWIN AfSSARY/� O ROBS � Q k. �lPPllo,4BR0E Do rV. a) tA W U7 M W ° LL J T 01) 00 Q C O C I O m W @ 00 O 0 � r LL M � w u? W � "" L c O X U ai<3N W N O O�z CCU W o oj PBH - 0526 ww 1gE0 W 0 E o vEss z we 8 m R a9 I J ul E 81 U € 0 g��a� ^19 -a Z 3 c�a CIO = s 0 j�=oo zmo� jig I AN �- w$P >s = a s o,n i - E o� >u_ONE W Ei zZZ oi =e6= W *8� WgAIi9 61. CEZ 0 ORDB T revisions: drawn by: I date: designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12/05/2005 sheet: A6.2 10 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.1 7686 i 2006 SCOTT R. BRENNAN P. E. NO. 51 31 1 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT 5HOWN ON STRUCTURAL DRAWIN55. AS A MINIMUM, GON5TRUCTION SHALL COMPLY WITH THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL: A0I-318-02, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: AI51 SPECIFICATION FOR THE DESIGN Of LIGHT GAUGE, GOLD -FORMED STAINLESS STRUCTURAL MEMBERS: AND AISG SPECIFICATIONS: ND5-01, NATIONAL DESIGN 5PECI7ICATION5 FOR WOOD CONSTRUCTION, W/ 2001 SUPPLEMENTS. ALL DETAILS AND SECTIONS SHOWN ON THE DRANINGS 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. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIE5 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-SUPPORTING AND STABLE AFTER THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTOR'S R 55PON51BILITY TO DETERMINE ERECTION PROCEDURES AND 5EQUENGE5 TO INSURE SAFETY OF THE GUIDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWN5. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 517E PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DE516N LOADS: ROOF: TOP CHORD LIVE LOAD (TOLL) = 20 p5f MI50. DEAD LOAD: SEE ARCHITECTURAL DRAWIN65, BY OTHERS, TOP CHORD DEAD LOAD (TGLL) = 15 psf FOR ALL FLOOR COVERING SPEGIFICATION5 BOTTOM CHORD DEAD LOAD (BCLL) = 10 psf BOTTOM CHORD DEAD LOAD (BGDL) = 10 p5f 15 A CONTINUOUS LOAD PATH PROVIDED : - YES TOTAL ROOF LOAD = 55 p5f ARE COMPONENTS and CLADDING DETAILS PROVIDED : - YES RIND: OM16N WIND SPEED - 150 mph DESIGN IN AGGORDANCE W/ 2004 F.B.G., RESIDENTIAL: A5CE 7-02 FLOOR: LIVE LOAD 40 psf DEAD LOAD 15 psf SHOP DRAWING REVIEW: ENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENT5 ONLY. IT SHALL BE TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITAL TO THE ARGHITEGT/EN&INEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL 60VERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION/SITE PREPARATION: FOUNDATION SHALL MEET, AS A MINIMUM, FBG-2004, TABLE R401.4.1 PRESUMPTIVE -LOAD -BEARING VALUES of FOUNDATION MATERIALS. FOOTINGS WERE DES16NED FOR AN ALLOWABLE 501L BEARING CAPACITY OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB 5UB6RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 615% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN AGGORDANCE WITH ASTM D-1551. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDi PREPARATION EFFORTS. LOCATIONS FAILING TO ME RETESTED AT THE CONTRACTORS EXPENSE, AND AS BEARING CAPACITY, AND THAT THE COMPACTION RE CONCRETE SHALL MEET. A5 A MINIMUM. FBG-2004, T MINIMUM SPECIFIED COMPRESSIVE 5TREN&TH OF CONCRETE. 5TH5 A5 FOLLOWS: SITE CONTRACTOR SHALL SUBMIT PROPOSED MIX DE516N5 WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5l' +/- P PRIOR TO THE ADDITION OF PLASTICIZER. eTH OR WEATHER: REINFORCEMENT, TIES, AND STIRRUPS FORM•yQRK,: FORMCONS Rud-tb IN�IAG��OAND RDDANG WI TTH NG AI 333�i "REGOMMENCONRETE NDDED f'RASU T1TIGEFOR C6&6fi Eff FORMWORMNS INALLS AND KS SHALL DESIGNED AND REINFORCING STEEL: REBAR SHALL BE A5TM A615 GRADE 60 DE BENDITI6 DIASKAM AND PLACING DETAILS C HORIZONTAL AND VERTICAL BARS SHALL L, UN50FEDULED FIELD LAPS ARE SUBJECT TO PLACED IN ACCORDANCE WITH THE TYPICAL 57EFL TYP., UNLESS NOTED OTHERWISE. PROVIDE S' X V CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE The SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. WELDED WIRE MESH: WELDED WIRE MESH 696 SHALL BE ASTM A-185, GRADE 55 FREE FROM OIL SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE AGI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. TYPE "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-210. HORIZONTAL AND VERTICAL MORTAR JOINT5 SHALL BE 5/8" THICK UNLESS OTHMN15E NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM T2 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELL5. LAP VERTICAL REBAR 48 X BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (AGI 530/A5CE 5/TM5 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES and SPECIFICATIONS FOR MASONRY STRUGTURE5 and COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ANCHOR BOLTS AT COLUMN BASES SHALL BE A51'M A50-7 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A525-N BOLTS WITH WA5HE-R5 UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. WOOD: WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE OR HEWER (UNLESS NOTED OTHERWI5E) WITH AN ALLOWABLE BENDING 5TRE55 Fb = 1250 P51 AND A MODULUS OF ELASTICITY = 1,600,000 P51 (DOE5 NOT INCLUDE INTERIOR NON LOAD 5EARIN6 STUD WALL5). DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, "DES 5N NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRU55 CONSTRUCTION% AND "HIB ql" COMMENTARY and RECOMMENDATIONS FOR HANDLING, INSTALLATION and BRAGIN6 METAL -PLATE - CONNECTED WOOD TRUSSES. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. ROOF SHEATHING: Iq/32" GDX GRADE PLYWOOD, UNLESS NOTED OTHERWI5E. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE GALLED TO THE ARCHITECT'S ATTENTI ION AND NECESSARY ADJUSTMENTS MADE PER HIS/HER INSTRUCTIONS. PROVIDE 2 X 4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH Bid NAILS AT 4" ON CENTERS. NOTE: TABLE 2504A.1 NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. TABLE 2504A.1 FASTENING SCHEDULE CONNECTION FASTENERS NUMBER OR SPACING JOIST TO BAND J015T, FACE NAIL Ibd COMMON 5 JOIST TO SILL OR GIRDER TOE NAIL Bid COMMON 5 BRIDGING TO JOIST, TO NAIL EACH END Sd COMMON 2 LEDGER STRIP, FACE NAIL Ibd COMMON 5 IXb 5UBFLOOR OR LE55 TO EACH JOIST, FACE NAIL Sd COMMON 2 OVER IXb SUBFLOOR TO EACH JOIST, FACE NAIL Bid COMMON 5 2" 5UBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL Ibd COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd COMMON Ib" O.G. TOP OR SOLE PLATE TO STUD, END NAILED Ibd COMMON 2 STUD TO 50LE PLATE, TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL IOd COMMON 24" O.G. DOUBLED TOP PLATES, FACE NAIL IOd COMMON 161, O.G. TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL Ibd COMMON 2 CONTINUOUS HEADER, TWO PEIGES Ibd COMMON 16" O.G. ALONG EDGE CEILING, JOIST TO PLATE, TOE NAIL 8d COMMON 5 CONTINUOUS HEADER TO STUD, TOE NAIL 6d COMMON 4 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL Ibd COMMON 5 CEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL Ibd COMMON 5 RAFTER TO PLATE, TOE NAIL 8d COMMON 5 I" DIAGONAL BRACE TO EA. STUD AND PLATE, FACE NAIL Sd COMMON 2 IX8 SHEATHING TO EACH BEARING WALL, FACE NAIL 8d COMMON 2 OVER IX8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 5 BUILT-UP CORNER STUDS Ibd COMMON 24" O.G. BUILT-UP GIRDER AND BEAMS, FACE NAIL 20d COMMON 52" O.G. AT TOP 4 BOTTOM STAGGERED ON OPPOSITE 51DE5 W/ 2 cit ENDS AND EA. SPLICE 2" PLANKS Ibd COMMON AT EACH BEARING STUDS TO SOLE PLATE, END NAIL Ibd COMMON 2 1/2" GYPSUM SHEATHING II GA. 1-1/2" 4" O.G. AT EDGES 1UI6" HEAD 8" D.G. AT OTHER BEARING 5/8" GYPSUM SHEATHING II GA 1-5/4" 4" O.G. AT EDGES ' -7/16" HEAD 8" O.G. AT OTHER BEARING GYPSUM WALLBOARD 1/2" 1-5/0" DRYWALL 7' O.G. ON CEILINGS 8" O.G. ON WALLS 5/8" 1-1/2" DRYWALL -T" O.G. ON CEILINGS ROOF TRUSS NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALL5. 2. TRUSSES, GIRDERS, AND BEAM TIE D0104145 TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY GUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. S. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 61-0" HEADER STUDS (EACH SIDE) b'-D" TO 12'-O" 4 r 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-O" FILE 4. BEARING WALL NAIL PATTERN - BLOCK Copy AND NAIL ALL PLYWOOD ® EXT. WALLS I. PLYWOOD: (FIELD) USE 8D NAILS ® b" O/C (EDGE) USE SD NAILS 0 4" O/C 2. GYPSUM: (FIELD) USE 5D NAILS ® 10" O/G (EDGE) USE 5D NAILS ® 1" O/C 5. ROOF NAILING PATTERN I ZONE I - USE 8D COMMON NAILS ® b" O/C ZONE 2 - USE 8D COMMON NAILS ® b" 0/0 3 THESE p(ql ZONE 5 - USE 8D COMMON NAILS 0 4" O/C AND USE 8d RING -SHANK NAILS FOR ALL FASTENINGS IN '�D SUBJECT ToANYPROPOSED NAILING ZONE 5 IN 150 MPH WIND SPEEDS. REQUIRED By FIELD INSCORRECTION WORK 6. I/2" GYPSUM CEILING: USE 5D NAILS ® -V O/C CO BE NECE PECTORS -T. SEMCO 2 1/4" X .151 4 PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU PLy w�ALL LIARY C ORDER TO T OF 8D COMMON NAILS ABLE CODES. 6. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. cl. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS. A = 10% OF MIN. WIDTH OR A X HEIGHT, WHICH EVER 15 GREATER BUT 15 LESS ^ THAN B. A 0 � 0 '-6' 0 A —� ROOF ZONES 0 A N C)M Y� ONV- C') N W ° LL J 00 U Q) m O C C c I m 0 x W 00 0 0 0 _ U- co u7 co CD N , N Wu L UQ " c 0 O X U) LL W Mj W H W W� Q se H 3 O yam W Lu U "' a J ZN arg z 2 PSH - E 6 §0 o = :a �/'� 10 'a co te J gwV 8a W gem a O MZW2 NZ WTo z Z, 1 J EI. < Qmz��ic� L.L a a o eE_SZ SW z Sb-z U Z=80 Z ME EEE � € F Eggs „6s g�ir U) IB ga $ S ON0 N E c revisions: drawn by: date: NAME RA designed by: ARCH drawn by: ARCH checked by: ARCH date: 9-5-06 sheet: S. 1 11 of: 16 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 BOCA RATON, FL 33432 561-392-3-) E.B.T 7686 NO 2 7 2006 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 1 I'-O" SEE FT6. SCHEDULE ON ALT. FOOTINS FLOOR FINISH (SEE RES117ENGE GARAGE T3 CD'� MIN. A-5 FOR SIZE AND REINF. SEE FOUNDATION PLAN EDGE OF WALL BEYOND 5PEGIFIGATIONS) N 0 oN co M ° - 1y -_ -III ENTRY DOOR 4" CONCRETE SLAB INSULATION R-13 GARAGE DOOR TRIM of CO W o _ o z III -III -III -I III III -III -III-. III. III III 1 _ ° ° SEE FOOTING SCHEDULE W.W.M. WALL (SEE PLAN) wRLL OFFSET U -I I_I I -III -I I -III -III III=1-III III -I ° ° °cc, a ON A-5 FOR SIZE RND ,p 4 CONCRETE SLAB w/ ALT. 2 SEE FOOTING SCHEDULE ON A-5 ao m -_- - - (V - - ; .. '•e _ - III III- I REINFORCEMENT VAPOR BARRIER RAISED W/ R�DT FOR SIZE AND REINFORCEMENT m a e a -` -d-° - �• ° ° - III -II III -_I 111,,11, °d• a -III -III -III. _ III -III ° III -III -I PRIES OR CONCRETE 30-II=1 BARSAB 4' CONCRETE SLAB rF O o 1=III III -III -I=III - _ ADD'T vWNMTOW.W.M. -- -- -- C IF BEARING) (SEE PLAN)° �-----°DRIVEWAY -ExTeN� �EYONv PoorlN� IRECESS I__ _41-I-III-III-III-III-III ' -III- -III III -III -III -III III- =III— _ III —II III -III III - j I_=1Ti-ITi=1-I 1=1TI-,-III_ _ II— ° �� d ° -111-III -I III -ICI -III -III \�<�- -I W -III,; ;,III SEE FTZ SCHEDULE ON 5 SIDE 1=1 I I-1 II ! �= I j-I 1=1 e-1 I-1Ti--I 0 0 FOR SIZE AND REINF. TERMITE ESSTCLEAN ANT TRELL ATEDFILL _- _ 1= SEE PLAN FOR AGNALI VAPOR BARRIER =I I�tt�� 1-�11-1 II -III-III O _ .. _ _ I I OHE I I III I II I I. —III-.I =1 11-1 -I I I= M M z CLEAN COMPACTEDITERMITE IO EXTERIOR PAi7 nETAIL (SUB-GR,417E) RECE R3104.3 III 1- I II ES5TANT TREATED LL F.B.G. RESIDENTIAL CODE GLEAN WELL COMPACTED TERMITE LJ LO LO S-2 SCALE: 3/4" = I'-0" GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL W Y a 12 5TEYWALL CON'T FOOTING RESISTANT TREATED FILL 3 G�4R�4GE STEP DOWN FOOTING o X U co 0- LL LOAD BEARING POST A.A.M. I,�I �J EXTERIOR 5W 1 NG DOORS S-2 SCALE: 5/4" = 1'-0" " - " 5-2 SCALE: 3/4 - I -0 CONNECTION FROM POST TO SEE FOOTING SCHEDULE ON A-5 FOR S-2 SCALE: 3/4" = 1'-0" CONCRETE AND TO TRUSS ABV, SEE ROOF FRAMING PLAN SIZE AND REINFORCEMENT CONCRETE SLAB b p, 4" CONCRETE SLAB D 4 BAR. SEE FOOTING SCHEDULE ON PAVERS THIN SET to MASONRY h' A-5 FOR SIZE AND TREAD a and SAND -SET IN BETWEEN TYP. �' GRRA6E DOOR N CURB TYP. A.A.M. REINFORCEMENT Pf:R PLAN S" MIN. VAPOR BARRIER 4" CONCRETE SLAB VAPOR BARRIER SEE FOOTING SCHEDULE 3p" w € ° < TREAD 9 N �� • N O °, ED6E OF WALL BEYOND SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND ADD'T WWM to EXTEND REINFORCEMENT ° • - _ - T _ ° _ ° - - - �t ° d MK PLAN _ tVIL ° ° ON A-5 FOR SIZE AND Q BEYOND FOOTING I/2" . ° 1 I I- + ° ° 1 I 1 - -1 I- = -I d 6RRR6E DOOR TRIM EINFORGEMENT ° _ _ GRADE d = - _ .- -� a - - - �i W =� • u .° - a -FOR ° • , d • ° • uINISH 6 H x 10 'L RECESS A.A.M.WwM _ d �1111111 PAVERS DRIVEVAPOR BARRIER or II == I I/2"H x to"L RECESS sp"I °rIy 7,wi GLEAN WELL COMPACTED =III III— —_—_— w FOR CONCRETE DRIVE 4flo'r VVYiH1 ro exTenm BEYOND PooTINb 1=111-I 11 1- W >. W TERMITE TREATED FILL - I- - _ _ _ _—III=1I�=111—I 1=1 I I I I 1=1 1=1 N' "W"=12" I= - - GLEAN WELL COMPACTED TERMITE _ __ -% x x-�` % : X�x ox _ 't _ I III I I = i1I I I -III -I " Y CONCRETE PAVERS RESISTANT TREATED FILL _ -___ + ___- - 10" =1 I' III III-111-1 11-III-111- GLEAN WELL COMPACTED TERMITE 'i a# V Q y Q ENTRY 5TEPS � SEE FOOTING SCHEDULE ON A-5 9 INTERIOR PAD DET?� I L—I I - i + o ,� I ' III-1 I _ - - III- TREATED FILL __ VERIFY TYPE PER PLAN FOR SIZE AND REINFORCEMENT .% . .� I=I= ° = = III 2 TYPICAL FOOTING A/ CURS _W J W V SEE FOOTING SCHEDULE FOR SEE DETAIL I'D" PAVERS THIN SET to MASONRY 5-2 SCALE: 3/4" = I'-O" =1 I Jill =_ -_ - -III-III IO D - SCALE: 5/4"= I -0 SIZE AND REINFORCEMENT ABV. FOR STEP and SAND -SET IN BETWEEN TYP. - -III III -I -III I -III- ; J 4" CONCRETE SLAB WALL (SEE PLAN), FRAME _ -III .III— _ III=III- H ° - 2 STEEL COLUMN _ • • _ 1/2" m ALT. LOCATION n °N _ _ • <, ° • X I I or MASONRY PER PLAN W.W.M. (IF SEARING) GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL PATIO or PRIVACY WRLLIIIIIIIII (NO RECESS REQUIRED - AK - - - � Z b) z W/ BASE I or 2 ° -1- d <�} AS REQUIRED + I—= I m SEE DTL "SC. -I" ° Z e I -I i0 mu III- SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND REINFORCEMENT I 4 6ARAGE DOOR RECESS at PRIVACY WALL) _ =I= I = 1= = I = 1= 11= =III=I= III=1 1=1 1=1I1=1 1-11 11 1=111-11-1 - g a Z- I_ W,=12" 1-_� 11 n "� (PR6E A-5) - - °•. - n �Iu VAPOR BARRIER -=11 S-2 SCALE: 3/4 - I-O cn.1— —-111— III 1I1 III- o ° S = �x—x—"—x—x x " x—. x—x x x—x x x +� 7CLE N AELL COMPACTED I -III— - ?- - - - - - - _ - °- e Q = I I TERMITE TREATED -_ II °- _ d —� ° ° ° 1 n I- - _/° _ ° — PROJECT#:PBH- IIIII CONCRETE PAVERS AB SEE IN& SCHEDULE `. ENTRY IPER I -111-I ° �44 - -III=1 �. 9' —III- a ° =, I °I ° '° I III= EXTERIOR I INTERIOR FILEC®� - = IS SCHEDULE ON1 —x,x—x_It ° e III -I _ ° ° _- ALT. LOCATION at PATIO I 1 5 and I -III - STEEL » , 5 o P ESL SIZE AND EINFORGEMENTOR _ • • —III —I 1 1 PROVIDE WATER R 5 FOR 5 ZE AND EINF.1-1 1IIII i II - PER PLAN w - wIDTH1=l I— - o nZ 9�!_ _ I I a§s v GLEAN WELL COMPACTED =1 1=1 I 1=1 -III III= TERMITE RESISTANT PROOFING WHERE GRADE AGAINST I TYP I CAL CANT FOOT 1 NG PAVERS SAND BED PER PAVER -I I-III-III=III-III- TREATED FILL „w„ -I" MASONRY, BY ALT. CONCRETE OTHERS STEPS W/ I # 5 BAR J $Y � 5-2 SCALE: WWI= 1'-0" SPECIFICATIONS at EA. N051NG TYP. � rc as 2 ... ,. GONGRETEEBY OTHER5RE to°-IIIPj .—-ALT. �_IrNii INTERIOR BE,4R1NG W,4LL FOOTING PLAN FLOOR or PAVERS_ - TO LOOK STEEL RAISED SL AS, at FRONT E= to 28 ,_• ADRD 2 5E TA � n n 5� � ICI $ 6RTINPEDE A DOTING # TERMITE T EATED FILCLEAN AELL LED 111- 1 I- I -I1=1 - I -I I I -PER - -FINISHED . .... - - - • - - } ? Via.� ot P TYP. of MAY TRADE SEE DETAIL $FLOW FOR ALL OTHER ® Z, 4 oE� �d zoo c 5 2 SCALE. 3/4 I O _• _ _ _ _ _ _ - I -III INFORMATION _ —I TO REMAIN THE SAME INHERE RECESS ALONG 6" RECESS INTO SEE FT6. SCHEDULE ON A-5 STEEL SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND REINFORCEMENT 511-12" = _ -- `� • j > ICI 1�--= Gt s� FOR REINFORGINT = vER. ALT. cum - — aw _- PAVER EDGE::::X B " Tyr. 4" GONG. SLAB 4 GONG. 5LRB ALT. STEM WALL FT6.=I y �� _� — —ALT. TOP STEEL_ _ PER PLANT -� -° 4 W • e° d nz X—X%—X—r 4JA y _ y� 3 2 �$ S, " SEE FOOTING SCHEDULE ON A-5 W.W.M. 4" CONCRETE SLAB PERIMETER INTERIOR _ —I ° 3°_-2-0 -III xmir w ;4 e X— / °VAPOR I_aIIIIII a SIZE AND REINFORCEMENT BARRIER * �/ ° _ _ _ °- -I-I 11_ '° d .., - _ — — — O d / =PLANSANL? m °° ° r •—X-XX X %-XT _ _ ALL P III 1 D SUBJECT RGPC%SFD ��"FOR O — ALT. INTERIOR STEP ----- �• " "_ x da %_ — a — Qw °/ ° a _— _ _ _ 111 111- Q - ` /+ — L -111- �1�---_ ---- �-_ - MIN. 56' FT6 LAP - -I — = I T 1 d 4 e _ _ _ ° ° .. ° I _ REQUIRED CANYC -I 11= I= BY FIELD CRRFCn AYBE NECESS fNSPECTpRS n III—� I I- W = g €3 F� g P 6 "�$ ° F ° / ° ° III -III = III III ,III I 1 I GLEAN, WELL GOMP4GTED SEE FT6. 5GHEDULE ON A-5 — = _=�111-11-ll_ C� T - - -_=III MPLY�/IrF� ARYJNORD ALL `^ 9' 00 0 -1 • - a-°.�_ TREATEDTERMITE_REF FILL TYPT FOR SIZE AND REINF. = I I EXTENSION - 1=1 I I_ -' APPLI�LE C®� �/J zg� a§ GLEAN WELL COMPACTED TERMITE RESISTANT TREATED FILL IL -111-111 1I 1 111-111-I GLEAN, WELL COMPACTED 6ARA6E to EXTERIOR TYPICAL STEP FOOTING 3 PER PLAN SEE FT6. SCHEDULE ON SEo�a =B' .9a] THICKENED SLAB EDGE 1=1 11 11 I III III=1 I I —I TERMITE -RESISTANT TREATED FILL SEE "STEP FOOTIN&" MEIM 4AIIIII TRANSITIONS to MAIN HOUSE SLAB A-5 FOR SIZE AND REINF. a Ja1� A SHOWER 57ALL RECESS I TYP I CAL FOUNPA-710N EXTENSION revisions: 5-2 SCALE: 3/4"= 1'-0" 12 FL/4TWORK DET,hILS „ RESIDENCE GARAGE BREEZE GARAGE drawn by: date: _ 5-2 SCALE: 5/4 = I -0 WAY o NAME DATE S-2 SCALE: 5/4" I . RDD'T GONG. PER PAN VERIFY FOOTING DEPTH INCREASE W/ RAISED SLAB at FRONT ELEVATION FOR ADD'T STEEL AS EOUIED PER FINISH GRADE. FOR FOOTING DEPTHS 20" to 28", EDGE OF HALL BEYOND 4 CONCRETE SLAB I I/2" RECESS AT SEE FOOTING SCHEDULE ON A-5 PER PLN STEP W/ F.F. BAR at NOSING ------- - ° ADD 2 # 5 Dia. BARS at TOP TYP. B. of FOOTING MAY SLOPE W/ TRADE '12" to 96"L PER PLAN by: ARCH ALT. A/C UNIT at F.F. ALT. GENERATOR PAD O SEE FLOOR PLAN B SIZE and LOCATION PER SLIDIN6 GLASS DOOR FOR SIZE AND REINFORCEMENT • F DECKdesigned JL_ - ° -_-_- - °•d ° •. -- ° -- 0l ° TRANSFER BAR TO EXTEND IF USED (SEE PLAN) � drawn by, ARCH FOR LOCATION MANUFACTURERS SPECS L PAVES OR W.W.M. CONCRETE VAPOR BARRIER 3O" ° - - d ° I _ _ 1 \ ° ° - -, \ • °� L-- ��q - \ I -II - 30„ ADD'T WWM TO EXTEND BEYOND checked by: ARCH date: 9-5-06 Yz - d ° °. -? m - pe.. ° - �y z �Iv - exTGND BEYVT OND TO s° I ° ° III �°\d ° — -I I • 4 ° -< e-°_ - - � \ _� - _ FOOTING w FINISH GRADE �-" �x � _x =X °=- _--_a=x-X �s _X _x w • + ��/'x-x sheet: S_2 —_ — VERIFY SLAB ° _ I _ _ -I ° ° - -I PAVERS Q e+i -III-III III III-III-111- 11= i I i=III- ar III-1 PER PLAN _ 12 16 p z + 4- I I-III=1 i III III=1 I I -I I_ I I- ° 2 of: 16 -1 — __ d e-I I -III 1' ° ° . _III_ o III -III •� d III-III=1 -III_ I I I -I -III-I I_I III _ __ _ = / ' lll --- ° d .I -) —III-III-III SEE FOOTING SCHEDULE ON A-5 FOR SIZE AND MIN. 12" THICK PAD W/ REINFORGEMENT - —1 = - =I °• ° I - III - -I- °_ °_ -III-I I -III III- --_-_-_- - -III Ell GLEAN, WELL COMPACTED - _ 7 - - ALT. CONCRETE TERMITE -RESISTANT - STEPS Al I #5 BAR TREATED FILL TYP. _ I I III- at EA. NOSIN6 TYP. - _ - - __ -I III 4" GONG. SLAB - _-_- O = -I - - - I _-III-_ _ }��} -_ III -I- - I BRENNAN ENGINEERING, INC. 1600 S. OIXIE HWY, STE. 40 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 # 5 Did. BARS at 10" O.G.E.W.B. - I_ ' - -III- I SEE FOOTING SCHEDULE ON A-5 20" TYP. - I- - - 1 ,I FOR SIZE AND EINFORGEMENT- _ (- GLEAN WELL COMPACTED TERMITE RESISTANT TREATED PILL =111-I 1 6ARA6E to HOUSE 6AR,46E to BREEZEWAY GLEAN, WELL COMPACTED SEE FT6. SCHEDULE ON CLEAN WELL COMPACTED TERMITE �2J A-5 FOR SIZE AND REINF.®� RESISTANT TREATED FILL TREATED FTERMITE-RESISTANT p® EXTERIOR PAD DETAIL (ASO`✓E-GRAIDE) 6 SLID NG GL�455 DOOR GARAGE STEP DOWN FOOTING I TYPICAL FOUNPATION SECTION s-2 SCALE: 5/4" = 1'-O" 5-2 SCALE: 3/4" =1'-0" S-2 SCALE: 3/4„ _ - I_ O SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 S-2 SGAI-E° 5/4"= 1'-0" O 1/4" x 2" EMB. TAPCONS 12" ® I&D NAILS at 6" O.G. _ _ _ OUTLOOKER 4 S.Y.P. MIN. L N O M NIT Oc 1RAME HALL to MABONRY O.G. STA&6ERED STAGGERED :2 x yr/ 3 - TOE -NAILS to 2x OUTLOOKER PER SECTION "RT5" (um 0 = (APPLIES TO ALL BEARING WALLS TYP) HILT' IDS" x I I/2" EMB. 8D NAILS at 10" O.G. BUCK to FRAME MEMBER TYR. 2 O STA6&ERED 2 X BUCK - IOD NAILS at 10" O.C. SPECIFIED INSULATION OVER 5/8 GYPSUM WA{-L BOARD US 2ND TRUSS 1N, W/ U. S. P. yr/ 4 - 6D NAILS to LL P.A.S.F. or EQ. ® 24" O.C., W/ 6" FROM TOP/SOTTOM ALL LIVING AREAS TYPICAL WITH SPECIFIED "R" "OUTLOOKER and S.E. TRUSS 12" to 24' r p T IwI p T II I'U L I- O NON-11 UI- L " O „ I X BUCK - 8V NAILS at 10" O.G. OIOD NAILS at b O.G. 3 STAGGERED FACTOR INSULATION ABOVE. ENGINEERED TRUSSES AT 24" O.G. Q DROP TRUSS for OUTLOOKER b m m I Ir \/ I CONTINUOUS 25 &AUSE METALIL o O BOT. OF DEL. PL. TO STUD : ROOF TRUSS TO DEL. TOP PL. /STUD : SILL PLATE TO STUD SEE "TRUSS ANCHORAGE SCHEDULE" END -NAIL SOT. OF DEL. PL. 3 FOR ALL ANCHOR SPECS GENERAL NOTE: W TOP TRACK - SECTION SHOWN WITH WALLS 25 &AUSE CHANNEL SHAPED ROOF SHEATHING. PROVIDE 2 x 4 EDGEWISE BLOGKIN& AT ALL HORIZONTAL PANEL (NAIL TO BLOCKING .JOINTS (MIN W FROM FACE OF &ABLE) W/ bd NAILS • 4" ox.) o � m SILL TO STUD W/ 2 - I&V NAILS PERPENDICULAR TO TRUSSES. ttl STUDS WITH 1/2" GYPSUM FLR. TRUSS TO DBL. TOP FL: " 5 5 5 PARALLEL CONDITION SIMILAR. w WALLBOARD. EACH SIDE TYR. a VALLEY TRUSSES (24" oz. U.O.NJ 6ABLE END NAIL SPACING5EE R 4 - I1641��� NAIL."a END NAILS ®END OR 2 - 16D NAILS THRU TOP _ 3 1 Q 4 2 x 8 P.T. 2 x 8 P.T. 2 - 2 x S P.T. 2 - 2 x 8 P.T. j 25 GAUGE CONTINUOUS METAL CONCRETE FLOOR SLAB BOTTOM TRACK PONE CHART — — — — — — — — W OF BOT. CHORD W/ 1/2" G.D.X. W/ 1/2" G.D.X. o 0 2 tk� BUILT-UP JAMB DETAIL o x BRACE ® 4'-6" O.G. MAX. ADD PLYS AS REG. A/ 1/2" G.D.X. 2" MAX. LL BETWEEN 2 x LUMBER LArmm DEL. 2 x TOP DEL. TOP > TO STUD : 1 "U.S.P.'TP"W/ 6 - IOD NAILS FILLED CELL BY OTHERS LL h W PLATE �� VERIFY V' BRACE s= at EA. STUD TYP., W/ ADV'T SILL PLATE TO SLAB (5) MIN. or 24" O.G. at HEADER AT JAMB (TYP) GYPSUM BV. FINISH 6 IN HALL I7ETA1 L ROOF TRU55E5 PER TRU55 Co. (24" oa. UA.NJ ��\ p t : - x 1 1/2 EMB. LOG., W/ (2) "BI" STRAPS to STUCCO FINISH =- I" X 4" PT AD. BLOCKING „ ,- „ d .145 HILTI "DX" P.A.F.S. CRIPPLE STUDS BELOW ALL (4) SIDES CONT. - S-3 SCALE: 3/4 - I OSHEAT� NG C.ONNEGTION \\ 192" GDX PLYWOOD �� ANCHOR ® Ib O.G., TYR, (MAX. W SPAN) TYP., A/ MIN. b" FROM SEALANT E BLOCKING A5 REQT7. BACKER ROD f BY TRUSS (TYPICAL) \ EA. 51PF OF SPLICES X 3 PT (I X 4 FOR 5.&.D.), ANCHOR TO MASONRY PER DETAIL 2 or 5/9-4 5/6" -� ANCHOR WINDOW PER 11 e PRODUCT APPROVAL 48 Via. TYP. $ LOW SILL PLATE TO SLAB : 1/2" 4" EMB. EXP. BOLTS 16" GMU WINDOW JAMB iiETAIL C PROVIDE I # 5 via. N.T.S. = IIIIIIIIIIIM - x O.G. 50" x 50" CORNER .. d ALT. CANT TRUSS 2 x STUDS 16" O.G. A" YV/ 3"x3"xl/4" WASHERS IN 9/Ib" GYPSUM BOARD .' .' .. BAR TO TIE FROM d J BOND BEAM rYP. PER ELEVATIONS WALL SIZE PER PLAN CENTERED HOLE (EMBED 6"). - SOLID MASONRY TOP COURSE — .' 0. • <° SPACE 12" FROM EA. CORNER D SPACE STUDS ; b FROM EA. 51vE OF SPLICES at 12" O.G. TYP.` SLOPE STUCCO AWAY AROUND OPENING • :. FROM OPENING WOOD DOOR TRIM DT- �7ET)41 L V?�LLEY SET - M�4BONRY STUD TO BILL PLATE "U.S.P.'TP"W/ b - IOD ,T..... � ..-.._._. ... � � HIGH LOW > 5-3 SCALE N.T.S.=NTS SILL PLATE 2 x P.T. PLATE NAILS, EACH STUD TYP. CAULK GROOVE JAMB EXTENSION ... . .. O U) W EXTERIOR WOOD TRIM 2 X b P.T. WOOD BUCK, ANCHORED TO MASONRY WITH I�. j to AA INTERIOR BEARING WY:LL N.T.S. ANCHOR JAMB TAPCONS W/ 2 EMB. 12 %n1 TYP BEAM TIE PRECAST LINTEL o VER. EXACT STEEL ROOF SHT6. to NAILER: W s. F. DOOR PER PRODUCT O.G. AND 6" FROM ENDS. r•oR BEAM r1E To PLAN VIEW MIDDLE of WALL PER SCHEDULE 8D NAILS a 4" O.G. TRUSS to LEDGER tA Z 5-3 - ALL LOAD BR6. WALL LUMBER TO BE MIN S.Y.P. # 2 GRADE - - THIS SATISFIES ALL SHEARWALL CONDITIONS - APPROVAL SHIMS AS REQ'D U.S.P. "RT24T" A/ NAILER to MASONRY : 6 - 16D NAILS EA. END. � 0 k Y 0 GMU DOOR JAMB DETAIL B STUCCO PROVIDE (1) # 5 Via. "Z"-BAR MIN. SOIL TO 45 DIa. TYR. TIE INTO EA. TOP COURSE BEAM STEEL 2 x 4 P.T. W/ 2 - .145" via. x (USE 2 AT &IRVERS) 3 L P.A.F. (PINS) PER EA. I ELK. BETWEEN TRUSSES TYP. ii A LEVISER to MASONRY : ' O O Z W P.T. JAMB PLATE FILLED CELL (5x 12 ANCHORED ANCHORED N.T.S. # 5 Via. BAR(5) CONTINUOUS SEE DETAIL 45 FOR ALT. 2 - 2 x 8 P.T. W/ 3/4" DIa. x 4" RAKE BM NAILER SPEC % i EMB. WEDGE ANCHORS at I6" O.G. J W V C T W/ 2- # 5 BARS TO MASONRY W/ I/2" Via. P x 3 I/2" EMB. WEDGE ANCHORS N CONCRETE FILLED "FOND BEAM" "LINTEL BLOCK" CENTERED on LEv6ER, / ADD (2) BOLTS 6" APART j J REDHEAD PER DATA BELOW ANCHOR b" ABOVE FF.. MAX. - - / CENTERED AT ANY 6DR5, U.N.O. SPACING BETWEEN ANCHORS 24" . ;` — # 5 Via. EAR IN CONCRETE CAVITY GAP : / Z N P.T. WOOD DOOR TRIM or PER PRODUCT APPROVAL. FILLED CELL CONTINUOUS + SEE SPEC BELOW / T. OF BEAM FROM BEAM TO FOOTING — - — M _ n LEDGER to MASONRY : SEE ASV. Z a 0' A GARAGE DOOR JAMB DETAIL ::: • TRUSS to LEDGER : U. S. P. "THD26" W/ _ 30" TYP. a ` NAILS B t 8 GMU DOOR Alli W I Ni70W JAMB Mr:7A I LB � I:::: N.T.S. ,� 12-10D 1/2" NAILS oRTR5 (b/FLN6E) SEE NAILER/ROOF 5HTG/CAVITY SCALE: 5/4" - 1'-0" TIE -SEAM STEP DOWN I - o B LED 6 E R GAP SPEC ASV. (HOLD TRU55 SCK) \L{..- .. ... .- le d PROJECT#:PBH - ENGINEERED WOOD TRUSSES • MAX. 24" O.G. : .' .. ..a ALT. WINDOW SNUB TRS./GDR, FILE CO py w W d r{- OPENING �' I.'...... E .. .. .... ROOF SHT6. to NAILER : ` ` W o g I NAILER to MASONRY : SIDE ANCHOR - .145" x VL TOP ANCHOR - 1/4".Via. x I pA.F. (PINS) at 9" O.G. PL 3"L Sat 12" O.G. PER PLAN .. .... G.B.S. WALL .I. I SEE SPEC ABOVE / �-������- C'/�l J F < j �+¢ ZW S m a MAX. STAS&ERED TYP. . TYP. MAX.TYR. I '.'.'.'..".... ^ m / TRUSS HANGER / W / SEE I'M" ANCHOR SPEC IN � W a 8 TRUSS ANCHOR SCHEDULE" I' CAVITY GAP N PAGE A-5 FOR TYPE B V/ 19 m. ��� 5 Via. BARS) CONTINUOUS IN TYP. STEP BEAM S E G T I O N A CONCRETE FILLED LINTEL BLOCK : SI: MIN. 12' BELOW BOTTOM 8 PER TRU55/GDR WIDTH q ALL, �, hem. he 2 W6 § = I TYP. STEEL LOCATION (SEE BEAM SCHEDULE) of HANGER, FILL ALL OD,( MASONRY MASONRY SOLID AEV. Ax4ikj� ftElIaL PROPOSEDw0 ui m g T ToANY Rk REQU r BOND -BEAM BTEP-DOWN nr=7A 1 L H A N G E R COEC By C MAY INSPECTO DONS o o a Hia 8E ry SSA TliAr J mb S-3 -UE SEE SLAP ALL STELAB PLAN OERL ALL MIN. 48 STEPS AIN METERS TIE -BEAMS - SCALE: 3/4" = I'-o" COMP(Y WITH At(SARY IN ORDEE O Q a10 � $ � 65 APPLICABLE CODES. s Haa fi �� DT-Z TRUSS to MASONRY B 1 ME -WALL e • ' 5RAGIN6 OVER WALL BRACING IN CL6 AREA S-3 5/4" = I'-O° b 3, = 6 6 RRANCHOR NV4 8d .- _5 5/6" STUCCO ON GALV. PAPER —DIAGONAL BRACE: 2 x 4 5.Y.P. 11 2 24" O.G. at ENTIRE PATIO AREA, - SEE ROOF LAYOUT FOR DETAIL REFERENCE - - SEE FASTENINS SCHEDULE (RASE "54') FOR ALL OTHER NAILING - H2 _= 0.1 11 BACKED MTL. LATH OVER ' TRU55 STRADDLES WALL EXTEND PAST WALL to 2ND TRUSS 3cai E APA 40/20, 1ei/32" EXT. GRADE PLYWOOD 5HEATIN6, ADD 2 x 6 P.T. CATS at 50" O.G. A5 SHOWN, ANC. to EA. TRUE THEY W/ 4 - 1/4" x 2" EMB. TAPGONS GROSS A/ 5 - 100 NAILS TYP. /1/ L.I� W z w 6{ o � P E 1 5 2X8 BLOCKING 2X4 BLOCKING • 8" O.G. FULL WIDTH to MASONRY W/ 5 - 160 NAILS TYP Trziie�Fa — FROM EA. TRUSS TYP. ALONG TOP of GOV. PATIO WALL THREADED BEAM TD TRUSS 5 o N � � �6$A a s OF ARCH W/ (2) 16d NAILS at EA. END 2 x b H.F. # 2 THREADED BEAM, ANCHOR "H" V J CONNECTION t0 WALL TO KING or GIRVER TRUSS BOT. CHORDS W/U. "RT" 5 r=8 z9 i 1 W FACE THRU PLYWOOD. 2 TRU55 ALONG TOP of WALL : REOUFED S. P. (HIP ROOF ONLY) �! o 00a 2 r APA 40/D2 19/32" EXT. GRADE PLYWOOD SHEATIN6, "AI" ANCHOR 24" O.G. PER TRUSS ANCHOR SCHEDULE SEE or 2 FOR ALT. CONDITION OR EQUAL STRAP, W/ 2 - IOD NAILS ® EA. SIDE OF BEAM (4 TOTAL). EXTEND a g.Bg2 c U.5.P. "RT24" 9" FLAT STRAP NAILED �'_ ON PACE A-5 BEAM FROM HIP KIN& TO 1ST TRUSS to BLOCKING W/6 IOd NAILS WHERE "X" EXCEEDS "Y" LENGTH revisions: GONG. FILLED CELL5 w/ 1 #5 VERT. TYP. WALL I drawn by: date: -- /I -1 PROVIDE US.P. "RTS" CLIP KI 4 - 8D F R A M E BOTTOM CHORD of LATERAL BRACE : I x 4 S.P. * 2 � k TRU55E5 FASTEN TO TOP I_ i��5 NAILS ® TRUSS to PLATE 8 PLATE to Nnh¢ DATE PRE-FAB • of EACH I I • 24" O.G. TYP. TRUSS BOTTOM CHORD W/ PRE-FAB STUD CONNECTIONS BOTH TOP E A : 2 5 BARS DIAGONAL SPACED 2" MIN. to b" MAX. FROM ARCH EDGE TYP. (SHOWN IN PLAN VIEW) 5 - 100 NAILS TYP. I TRUSSES BOTTOM FOR TRUSSES NON - SUPPORTED a BR6. WALL FOR 13"-20"W BEAM, USE 5 BARS, FOR 21"-24"W BEAM, USE 4 BARS B EXTEND BARS MIN. to MIDDLE OVERALL BEAM HST. TYP. jam, V 45� : of G : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE "G" EXCEEDS Ib" D EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. L / LATERAL BRAGS z I ' ,Y 1 I to STOP at TRUSS I WHERE PATIO "Y" °X° TRUSS TO TOP PLATE designed by: ARCH : Q /I BRACE ENDS CANT drawn by: ARCH E : 4" MIN. to VERIFY W/ WINDOW MAUNFACTURER -I TYP. aI , r 1 I - I61P NAIL EA. SIDE OF TRS. F : FOR MULTIPLE WINDOWS (2 or MORE) DIAGONAL STEEL REQ. A5 5HOYW ar 1 V-0" TYP. �rcu TYP. I (NOT REQUIRED W/ CLIP ARP) ALT. WALL LOG. / / checked by: ARCH date: M-06 I I a ` Q c <2O'-O"I�I ATIO/kNTR STUD TO PLATES : W/ TRS.I BELOW GROSS W/ V ` �. ~ I , ; CROSS W/ MOLT. ARCHES '' MULT. ARCHES �` : . �. > rYP J PA5r WALL 2ND TRUSS _ 2 x 4 H.F. # 2 STUDS 24" O.G. I W/ 2 - IbD END -NAILED s TOP I _ BR6. WALL ANCHOR PER sheet: S'-3 - u ZI 1 PLATE W/ I - IbV NAIL EA. SIDE C — TRS. ANC. DWG. OF STUD ® BOTTOM PLATE LL JJ BRAG : 2 x 4 S.P. 2 aC i I 1 'I I I NOT REQUIRED A/ CLIP APR) I� 1 3 Of: 1 6 „F„ �'E�, �� „A,: �� = FASTEN TO TOP of EA. TRUSS BOT. f �, I i _ O CHORD W/ 3 - IOD NAILS TYP.� p �w I I/I BOT. PLATE D / ' (PROVIDE AT 20' INTERVALS 2 T�55 TO ROOF TYPICAL BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40 "D' ° 1 ALONG TOP I 2 x 4 S.F. # 2 PLATE W/ 16D NAILS b" O.G. TO ROOF TRUSS BELOW LOWER ROOF 4 i of YALL I ALT. BOCA 32 76 oe'a+ are 15011C v. ea•oxe 2 x 4 S.P. # 2 BLOCKIN& 24" O.G. W/ 2 - 16D NAILS 561-392A30748 E.B.# 6 MULTIPLE ARCHES SINGLE ARCH 711117777 _ (1Ti5. to $LK6), Al 3 IbD NAILS (BOT. PLATE to BLK6.) STL. COL. MSNRY WALL MSNRY WALL STL. CAL. — — M A S O N R Y INTERIOR ROOP AREA r.�GOVERED PATIO AREA DT-I ''ENTRY" ROO= ^ALL OVER -FRAME THREADED BEAM or ALT. CLIP NOT REQUIRED 5/4" = 1'-0., NOV 2006 7 r-RAME/MA50NRY ARCH 1DETAIL /� T-4 7N/i I-p . ROO= BRAG I NG FOR GABLE -END APPLICATIONS - - TYR. OCCURS OVER "ENTRY" ROOF AREA WHERE TRUSSES VERIFY ALL CONDITIONS IN FIELD - SCALE: 3/4" = I'-0" - SEE ROOF LAYOUT FOR TYP. LOCATIONS - 3/4" = I'-0" CANTILEVER OVER MASONRY WALL - R. BRENNAN RCNO. 5 1 31 1 * TRUSS TO TIE -BEAM : SEE FLOOR/ROOF FRAMING PLAN FOR OVERHANG CONFIG. "CANT" or "STANDARD" HEEL "PLUMB" or "SQUARE" CUT TAIL 12" SLOPE S / PER ELEV. S ' PRE-FAB ROOF TRUSSES 6 24" O.G. (SEE ROOF PLAN) LATERAL/DIAGONAL/"W" BRACING PER 17-4/5-3" (SEE ROOF/FLOOR FRAMING PLANS FOR LOCATIONS) T. of BEAM, B. of TRUSS II I FASCIA :SEE ARCH. PLANS- .1 "55-1" : TYP. at TOP of I5T or 2ND FLOOR -----, II MASONRY WALLS SUPPORTING ROOF TRUSS to O.H. PER ii BE APP. 8" x IV' LINTEL BLK COURSE/S W/ 1'-8" AIND FF. T. of WINDOW TYP. ELEv'S 1 - II 5TL. IN POURED CONCRETE. (SEE BEAM 5CHED. — — — — — — — — — — — — — - U. N. O., SEE ARGHITEGTUR4LS I (PAGE "A-5") FOR EXACT BEAM SPEC) O; z 1 ;^ z LINTELS :HIGH STRENGTH BY "CAST CRETE" 7 T7 T T 7 T7 r T T OVER ALL WALL OPENINGS W/ STEEL CL } and/or CONCRETE PER BEAM SCHEDULE T II 2ND FLOOR SEE DETAIL IA ON A-5 FOR TRUSS II °' TO WALL CONNECTION j j FLOOR: 3/4" C.D.X. PLYWOOD TYP. i O I G MAy r. CID u I Z 0 IL 04" AFF.,T. of INTERMEDIATE BEAM, U.N.O. "55-2" : TYP. at TOP of IST FLR MASONRY I I 1 WALLS SUPPORTING FLOOR TRUSSES. 1 •° O"� a5 I CFLOOR TRU55 I BYOTHERs I `�' 1 ^ 1 OC1 LL a w to BE (2) - APP. 8" x IV' LINTEL BLK I 1 I OBI �, ca M COURSES W/ STL. IN POURED CONCRETE I ;i°' BOTTOM of TRUSS — — (SEE BEAM SCHEDULE (PAGE "A-511) _ FOR EXACT BEAM SPEC) 1 a� PAD -OUT : 2 x 12 S.Y.P. 2 W/ I/1 G.D.X.0 I PLYWD AS REQ., ANC. 1S7 PLY to TRUS51 0 co 1 W/ 3 - I&D NAILS at EA. WEB E 3" O.G. to o, °' TOP CHORD, and EA. ADD'T PLY W/ 16D NAILS at b" O.C. STAGGERED al = _ 1'-8" AFF. T. of WINDOW TYP. GIRDER PAD -OUT B tv a w tu U. N. 0., SEE ARCHITEGTURALS ,SDI p Q Z =3 p O 1 5 T FLOOR „ C� �1111�1_�1111�1�� - e FOOTINGS SEE FOOTING SCHEDULE' SLAB 4" GONG SLAB W/ 6 x 6 - (PAGE "A-59 FOR 51ZE t 5% REQ. EXT. WALL : MIN. 5/8" STUCCO FIN. OVR 8" x 16" C.M.U. W/ 0 5 � BARS IN FILLED CELLS PER COLUMN SCHEDULE (P. "A-5' �n 1 1/2" RECESS TYP. AROUND EXTERIOR PERIMETER WALL FIN. GRADE a" MIN. 11l111111111� 1 OUTLOOKER : 2 x PER ARCHI- TECTURALS W/ 3 - 120 TOE-NLS to 2ND TRUSS IN, W/ U. S. P. 'RT5' W/ 4 - BD NAILS to CUTLOOKER and G.E. TRUSS DROP TRUSS ror CUTLOOKER- 10 / 10 W.W.M. OVER APP. VAPOR BARRIER OVER WELL COMPACTED POISONED SOIL ( SEE FOUNDATION PLAN For ANY ADD7 STL.) PROVIDE ADD'T WIN. AROUND ENTIRE SLAB PERIMETER AS SHOWN BELOW T. of SLAB IIII.— —I 1I- 1 o or 2 - 570R1' HALL SECTION 5/4" = P-ox 5-4 - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" - - SEE DETAIL 111" (PAGE 11A-511) FOR ALL 2-STORY ANCHOR SPECIFICATIONS - - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - - SEE FLOOR/ROOF FRAMING PLAN FOR ANCHOR SPECIFICATION - OUTLOOKER : MIN 2 x 4 24" O.G. W/ 3 - 100 TOE-" to IST TRS IN, W/ U.S.P. "RT5' W/ 4 - SD NAILS to "OUTLOOKER and TRJSS-----\ "OUTLOOKER" to BEAM : USE "A" ANCHOR 24" O.C. MR TRi. ANCHOR SCFED. (SEE ROOF LDJ (DROP BM) - BLOCKING : 2 x 4 SP. " 2 s ROOF 514TG. PANEL JOINTS (IST 2 TRUSSES), FASTEN TO TRUSS TOP CHORD/ NAILER W/ 3 - ISONAILS 2" - 24" ro UP to 12" LADDER PER TF408 00. - — —ALT. 2 &.E. O.H. f1Rt 2 x 4 R > 12" ALT. 1 62. O.H. FASCIA: SEE ARCHITEGTURALS— LADDER to NAILER: U.S.P. "",, or Ea W/ 3 - BD NAILS (b TOTAL) 2 x 6 P.T. or FASCIA to MASONRY : 114' x 2" M. TAPCONS at 16" OC., ANC. SHEATHING to NAILER W/ 160 NAILS at _ 4" O.C_ "FASCIA" ANCHOR APPLIES W/ "0" OR (IE, LADDERNAILER NOT REQ) (VER MOISTURE BARRIER W/ MATERIAL) LATERAL BRACE: SEE 'DT-4/5-3" (SEE ROOF L.O. FOR LOCATIONS) 8% x PH MR PCLRED CONCRETE RAKE BEAM W/ 1 "5 0 BAR CONT, TIE DOWEL STEEL to ONE SIDE FILL ALL MASONRY SOLID to RAKE BEAU ABv.OPENMG 17P. " 5 DOWELS :1 30' x 30" CORNER BAR PRECAST to RAKE BEAM - TIE TO RAKE BEAM and TIE -BEAM STEEL TYP. 1" CI(?' ALLOW ./- 2' BELOW R' TRUSS TOP CHORD, VER lt� STD. or RSO.FEEL / 1 .::::::. , TOP o_f TIE -BM- ........ ::: TOP or STD. STD. FEEL TR.°i TIE -BEAM r� TOP r CANT TRUSS MAX 4'-8" OVER OFWA I I LINTEL or POURED CONC. BEAM PER PLAN TYP. FILLED CELLS FROM FOUNDATION TO RACE BEAM PER PLAN RAKE BEAM WALL OPENING SEE SECTION NO STEEL REEL OVER OPENINGS LESS THAN 6' 2 x 4 SP."2 NAILER : RUN CON'T ALONG AT RIGHT :: (OTHERWISE IF GRTRTHAN EEL cROV. I APEAK LOVER WALL PEA BOT. CHORD LINE, ANCHOR TO MA80NR7 W/ 3/16" x 2" EMB. TAPCONB • 24" O.C. ROOF BRACE 3/4"=1'-0" RAKE BEAM I/2"=11_0" - PROVIDE MR 2" CLEARANCE Rom MASONRY EDGES FOR - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. ALL ANCHORS SPECIFIED ABOVE - - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED ALONG RAKE WALL. MABCNRY SABLE - END s-5 �• �MIN7x4 LADDER 12" MAX WA W/ '0' OH I vERIFY/FLEV. - WITH 0' OJ-I, LADDER and NAILER SPEC WA - SEE "FASTENING SCHEDULE" (P. "8-19 FOR ALL NAILING SPECS - * - SEE ARCHITECTURALS FOR ALL OTHER INFOAir'fATION �lr 2-1" MIN. LAP - — ------------------ CONCRETE or BOND = — — — — — — — -7 — BEAM & PRECAST LINTEL PER PLAN E: BLOCK WALL (SEE PLAN) __�_l L &ROUTED REINFORCED BLOCK CELL EACH SIR E OF OPENING (SEE PLAN POR CELL SPEC I P I CATI ONS) r 5/4" X 3" P.T. WD. BUCK AROUND OPENINb L PERIMETERf oOPENING 11 ENIN PRE CAST SILL 1 C GENERAL NOTES: - BUCK ANCHORS: ATTACH TO MASONRY WITH .049" Did. x 2 1/4"L PNEEMATIGALLY FASTENED CASE HARDENED COIL NAILS, SPACED 2" FROM THE ENDS AND 4" O.G. STAB&EKED. W NDOW BUCK SCALE: 5/4" = 11-O" 2'-I" MIN. LAP GENERAL NOTES: - BUCK ANCHORS: ATTACH TO MASONRY WITH .06161" Did. x 2 1/4"L PNEEMATIGALLY FASTENED CASE HARDENED COIL NAILS, SPACED 2" PROM THE ENDS AND 4" O.G. STAbbERED. 2 SL I Z7 I NG &LASS 1700R BUCK s-4 SCALE: 5/4" = 1'-0" THESE P AIVD DNS AND R QU R -1 al, Tp ANY R r,. _SED WO AY BE NECrjj:LINSPECT ONS COMPLY W'TH THAAt/, APPtlCABRDSA IN LE COTo D T MIN. LAP ES° CONCRETE or BOND BEAM W/ PRECAST LINTEL PER PLAN BLOCK WALL (SEE PLAN) &ROUTED REINFORCED BLOCK CELL EACH SIR E OF OPENINb �F_ (SEE PLAN FOR CELL SPECIPIGATIONS) 2 x 6" P.T. AD. BUCK AROUND I PERIMETER OF OPENING ROUGH OPENIN& TI L I I ur &ENERAL NOTES: - BUCK ANCHORS: ATTACH TO MA5ONRY WITH .045" Md. x 5"L PNEUMATICALLY PASTENED "HILTI" PINS (P.A.P), SPACED 6" FROM THE ENDS AND 12" O.G. 5TA(S&ERED. DOOR BUCK SCALE: 514" = 1'-0" U100OM O N V_ � O M Wa u) J LL 00 00 U m M m O 0 0 I ° m x W�cc _ O o m� LL I? M WWL0Lr) 7 C O X (/) a LL Nxii W J to W Q N Z �C Q _- W V .J � J N ZH E Q O 2 (PROJECTM FISH - I revisions: I drawn bv: date: designed by: ARCH drawn by: ARCH checked by: ARCH date: 95-06 sheet: S-4 14 of: 1 6 MEMEN BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.19.# 7686 ®U 2[,'D SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 - '�� co�EREa PATIO /1-0 9'-0" GL6. / II I \\\ — I / I / I ' GREAT I // ROOM / 9'-0' \ I � X i 1 / DN0,019P OUi I Bm.0A <-0LM1 k / LC,7 I CAL LAN \ \ L 1 N, I BATH 9'-O" GL6. DINING I / I I� I GOOKTOP W/ 1 9: \ ABOVE �I p1'V / -- K(TGHEN \i�o° GL6. M \ 1 \� NOOK IF I>I I�I I 0.i I i% 1 5br�l (Ih i KEY ESS� / KEYLESS OH&D 2 CAR GARAGE 9'-O" GL6. HT. NOM. + 6ARA&E RECE55 OUfLEr tmov) W z of ,■ if MAIN DISC. SCALE 11411=11-011 NOTE5: I. ALL BEDROOM RECEPTACLES TO BE PROTECTED BY ARC INTERRUPTING CIRCUIT BREAKER. 2. ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND 516NAL 51 MULTANEOU5LY A/ TEMPORAL SOUND. 3. ALL LI6HTIN6 FIXTURES AND FANS TO BE SELECTED BY OANER/ARCHITECT. 4. ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES. ELEGTRIGAL RISER DIAGRAM 5 n I GU THWN I * 6 GROUND IN 2" CONDUIT 150 AMP METER ISO FFAMP PANEL MAIN a15G. 120/240V 5IN&LE PHASE SERVICE BY FPL #4 GU 6ROUND TO DRIVEN ROD, 6.W.P. d FOUNDATION STEEL. A.I.C. CALCULATIONS 10,662 SYMMETRICAL AMPERES 4/0 AL HM/ HD 600 VOLT TRIPLEX GABLE 100 FT. 015TAWE - TRANSFORMER TO SERVICE 2 X 100 X 10,662 2,132AOO 121,170 X 240 2200,500 M I = Sob I + Abq 505 X 1OA62 5416 AMPS PROVIDE MIN. 10,000 AMPS RATED EQUIPMENT. v • ■ 11— LJ�� • NMI FIRM .:J . F—IM 1� I� _ - 11 - 'yFSF R �� She ftqN��°�� C,04 9Y/RFD BCTTO `C pR0 p/�NFCF F�o'9io�posFo T�'gl1 SgRy/rN FCTo cnc �dppXIC,q FOCOTO OFS '100 AMP PANEL LOAD 50HEDULE LOAD WIRE TRIP POLE DESCRIPTION CIR CIR DESCRIPTION POLE TRIP WIRE LOAD 10PO& 6 60 2 AHU 01 1 5 2 4 DRYER 2 5p 10 1,200 6,000 6 50 2 A/C CONDEN5ER #1 5 T 6 AASHER 1 20 12 2AOO 6 BATH 6FI 1 20 12 1,500 9b00 6 50 2 RAN6E 9 II 10 EXTERIOR 6FI 1 20 12 1,500 12 KIT/DININ LL16HT5 1 15 1 14 MF 4,500 10 5o 2 E.W.H. •I 15 15 14 FAMILY ROOM I 15 14 4 Ib MASTER BEDROOM Gam rwLT) 1 15 14 4! 2,400 12 20 1 DISHWASHER 11 16 MASTER BEDROOM (Aem rvuS) I 15 14 ■ 11000 12 20 1 MICROWAVE 14 20 BEDROOM 2 (ARC SALT) 1 15 14 4E 21000 112 20 1 REFRIGERATOR 21 22 BEDROOM 3 (Au FAILT) I 15 14 Mt 1,500 12 20 1 SMALL APPLIANCE 25 24 BEDROOM 4 (AM FA1LT) I 15 14 +r I5• 12 20 1 SMALL APPLIANCE 25 26 LIVING ROOM 1 15 14 4i 2,400 12 20 1 DISPOSAL 2T 26 BATH LI&HT5 1 15 14 IE 900 12 20 1 6ARA6,E DR. OPENER 29 1 50 FOYEWHALL I 1 15 14 51 52 EXTERIOR LIGHT/ GARAGE 1 15 14 33 54 55 56 57 SPRINKLER PUMP 2 20 12 2,600 59 24,b15 - SMOKE DETECTORS TO BE NURED ON LIME SIDE o1 MASTER BEDROOM CIRCUIT - 15200 +"A'/C LOAD NOT X6ENERAL LI&HTING LOAD 1,902 S.F. X 5 = 5,106 INCLUDED IN COLUMN SUBTOTAL LOAD LEFT COLUMN = 24b15 LOAD RIGHT COLUMN = 15,200 TOTAL LOAD (AATTA&E) = 44,921 FIRST 10 KA ® 100% = 10,000 BALANCE ® 40% = 19,965 A/C LOAD ® 100% OR HEAT ® 65% = 6S00 TOTAL LOAD = 30,466 / 240V - 126 AMPS N C Lu ) 0 ztj J Fzu W g92 3 O N E PROJECTM PBH-0526 F no K 3$� O a E� =mw = Zm Aor s Q 'ME o Uca O i v E,s go ry E=l 1 y1 T L u g 4 1 11� J W 09w $ESP LJJ P3 sp. Sag wonWl1.2 '$S $- 600 8 .p 4 N 8 c5$ revisions: drawn by: date: NAME DATF designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12l05/2005 sheet:E_ 1 . 1 15 Of: 17 Krim 1600 S. DIXIE HWY, STE. 400 BOCA RATON, FL 33432 561-392-3748 E.B.1 7686 / N NOV 7 DDF SCOTT R. BRENNAN P. E. NO. 51 31 MSTR BATH\ 6 M57R Bi=DRM 4'-O" GL6 BSDRM 2 9'-O" GL6 h OS D • BSDRM 5 0 D 4'-O" GL6— i 5 C,®NI—::� L�®®R 1=1�I N IIA $ 5II ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2005) NEC SCALE 1/4"=1'-O" g�crr°q! ey ® !A FC,FSFIO�c ��S 0. eF��r�S U1 EOM N W oU)J LL co � U N m O C O C T I m Woo O T Zfn " W U "" w =6 0 C Q O .. cz to a. L.L N O op0 coo W o19D 0 j 20 PROJECT#: PBH-0526 w w o 5x-a x � N U Z � z w € aau J6 �-2-5 f$o z W A e m��y� Q omZ a _Wsog um gEo 3 a IO GL w I a " 0 4 `h b W 912.E 0 6L a $ I ¢p Te o g�Ov'i5s,$E�a ci � gTia revisions: drawn by: date: NAt•E DATE designed by: S. PEAKE drawn by: Q. LUDY checked by: A.GARON date: 12/05/2005 sheet: E-1 .2 16 of: 17 BRENNAN ENGINEERING, INC. 1600 S. DIXIE HWY, STE. 40C BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 (:: 10V 7 2 LIp` SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 CONDENSING UNIT FIRST FLOOR PLAN SCALE:1/4' = V - 0' SECOND FLOOR PLAN SCALE:1/4' = T • 0' EQUIPMENT SHCEDULE MFG LENNOX C.U. 13HPD-042-230 A.H.U. CB26UH-42-R HEAT 5 K.W. S.E.E.R. 13.0 SENS. CAP. 31150 TOTAL CAP. 44,500 ELECTRIC 208 / 230 / 1 PH BRKR C.U. 45 A.H.U. 30 REF LINES 3/4" & 3/8" H.S.P.F. 8.5 FILE COPY tyFss � R CT vb £ coM 'Y` W �SCF�q �� P't6r RFC�01 ®k yA�� Appl." �RD R TO ocis. CENTEX HOMES MOORNINGSIDE MODEL - 1702 RIGHT PREFERRED AIR CONDITIONING & MECHANICAL, Inc. 1643 DONNA RD. W.P.B., FL. 679 SW SEA HOLLY TERRACE P.S.L., FL. SCALE: Y4' = 1' - 0" DATE: 01-15-07 (561) 689 -1093 CAC032382 (772) 878 - 7577 REVISED 03-05-07 LU V Z 111 0 to U1 IV 25 :ems m RESIDENCE CA 0 LLI 7 O F V 55'-6" -l'-10" II'-4"110'-0' 26-0" 2ND FLOOR OA - FLOOR LOADING TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF LIVE LOAD DEF: L/480 STRESS INCREASE 0% '"Os C NO AC( p QU/REp 8ycr ro A RO COMpIVk4yewlryAEs R N EO�OR T �01Q Appuc"Jazt FP to FILE COPY SengChai Tan, FL.Lie #16765 345 Alhambra PL West Palm Beach, FL 3,405 M10 IRdustdes Inc. FL Cert.#6634 This document is solely for the purpose of truss locations. Not a bracing plan. Contractor to install bracing to prevent collapEe of trusses. Refer to TPI 4 WTCA publication " Building Component Safety Information" for handling 4 bracing of trusses. Apply plywood sheathing as trusses are being installed. Before the plywood installation, workers should not be on any part of roof/floor system, 4 the rooF/Floor system can not support any loadings. REVISIONS DATE DESCRIPTION I BY ROOF LOADING ROOFING MATERIAL: CEMENT TILE TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 15 PSF BOTTOM CHORD LIVE LOAD: * 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL LOAD: 55 PSF LIVE LOAD DEF: L/360 WIND LOAD: (3 SEC.GUST) 130 M.P.H. EXPOSURE CATEGORY: B BUILDING CATEGORY: ENCLOSED JOB LOCATION: SL COUNTY 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. USE APPROVED 12 HURRICANE 5PlIll ANCHOR /. 1/i6- V 2 X 4 HEEL T—� 1 , OBI I F-8 Block Wall Cut Cantilever TYPICAL END DETAIL Scdc 3le-l'O' WALL LEGEND T.O.B. @ 9' 0" T.O.B. @ 10' 4" ® T.O.B. ® 19' 8" UPTURNED BEAM ® 2X6 INT. BRG. 0 9' 0„ HANGER NAILING SCHEDULE �INAFP�nN U�P /NAITEI HANGER TYPE CARRYING MEMBER MEMBER CARRIED HANGER TYPE ARRTIN MEMBER MEMBER GAP.RIED HUN& 14-16d -Ib EQ. 5g2BL 14-6d 6-Ibd 22-bd 2HUS20 -16d 8-16d .__ HGUS26-2 20-I6d 8-Ibd EQ. THDI-126-2 22-Ibd I 8-Ibd HG1.1528-3 36-I6d 12-16d 1 EQ. 1 THDH28-3 20-I6d 8-I6d___ US24 4-I0d 2-10cl EQ. JUS24 4-10d 2-I60d_. ID ALL TRUSSES REQUIRING HANGERS TO RECEIVE A HUS 26 UNLESS OTHERMSE NOTED. ® ALL JACKS REQUIRING HANGERS TO RECEIVE A LUS24 UNLESS OTHERIMSE NOTED. O OTHER HANGERS TO BE DETERMINED O TIME OF ENGINEERING O ORDER PUES TO BE DETERMINED O TIME OF ENGINEERING I HANGER I Girder truss to girder truss connections which exceed I the capacity of a standard hanger and truss to i"aIl BY BUILDER connections are the responsiblllty of the bullder. Truss Layout Approved As Noted Signed: Date: Revise As Noted And Resubmit: 0 Signed: Date: Approval of this layout le necessary before Fabrication can begin. verify spans, pltches, overhangs, elevations, and bearing condition^, Acceptance of this layout assumes total responslbillty. The trusses will be built In accordance with this layout. Do not cut or alter the trusses. No bade charges or claims will be honored unless approved in writing by a representative of UFPI within 10 working days OF delivery. The number of girder truss piles may deviate From this layout. The builder Is to always refer to final engineering sheets For actual number of piles and design. All headers and beams are by the builder unless noted otherwise. All drop telling and plant shelves are by the builder except where provided by truss company. All knee walls are bg builder. Universal Forest Products ` PLANT # 359 Telephone (772) 466-7219 Fax (772) 466-7246 3101 Industrial Ave. Ft. Pierce, FL 34946 WWW.UFPI.COM Scale: %4" = 1'-0" Customer: CENTEX HOMES Date: 09/ 12/06 Model: 1702 ' B' GR MITEK By: Project: MODEL 1702 ' B' CARD By: Drawing Number: X06-010 Reviewed By: Page 1 of 1 �;`< ,T71