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HomeMy WebLinkAbout162 Venetian Bay Cir 04-847 New SFHd d PERMIT ADDRESS q— SUBDIVISION7FZ" cn CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln 4200 Maitland, FL 32751 407-257-6940 CRC 041929- ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUSCONTRACTOF. PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT � j DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE fl, e WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5EAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OM188IONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT d ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. DESIGN REaUIREMENTS 1 DESIGN LIVE LOADS(MINIMUM): A) FLOORS - 40 PSF B) DECKS - 40 PSF C) STAIRS - 40 PSF D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 16 PSF E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBG CHAPTER 16 SECTION 1606.1.1, REF. A5CE -1-98 CHAPTER 6) 1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST) 2, WIND IMPORTANCE FACTOR = 1.00 (AGSE 7-98, TABLE 64 PG.55) BUILDING CATEGORY = E (ASCE -1-90, TABLE 1-1, P(a.4) 3. WIND EXP05URE(ALL SIDES) =8 (A5CE 1-95, SECTION 6.5.6, PG.20) 4. INTERNAL PRESSURE COEFFICIENTS(A5C1= 7-98, TABLE 6-1, P(S;.62) ENCLOSED BUILDINGS = +0.15 PARTIALLY ENCLOSED BUILDINGS = ±0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEM5ER(5) FALLS UNDER ASCE 1-98 DEFINITIONS CLASSIFYING AS SUCH) 5, ALL COMPONENT5 AND CLADDING NOT 5PECIFIED ON PLAN5 SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -45 P5F, +14 PSF (ACSE -9S, TABLE 6-3A, PG.51) 1=OUNDATION5 I. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER 5LA55 AND 95% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1551 (MODIFIED PROCTOR) 2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOU5LY TAPE 5EAM5 3 FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000 PSF CAST IN PLACE CONCRETE I ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5TM A-615 GRADE 40. 3 WI=LDED WIRE FABRIC SHALL CONFORM TO 45TM A-185 FOR 6x6xW1.4xW1.4 WWF $HALL BE LAPPED AT LEAST 6" B CONTAIN AT LEAST ONE GROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. �k .r 4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING .CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 31a LATEST EDITION, AND "5PECIFICAT1ON5 FOR STRUCTURAL CONCRETE FOR 5UILDING5," ACI 301. 5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING ?=SEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL 15E PROVIDED. 6 MINIMUM LAP SPLICES oN ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 5OLTS ANC THREADED RODS I ALL BOLTS 4 THREADED RODS 1-0 BE ASTM 4301 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1 HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 P51 (F'm = 1900 P51) 2 MORTAR SHAI..L BE TYPE M OR S, CONFORMING TO ASTM C2-10. 3 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN P. 4 COARSE GROUT SHALL CONFORM TO A5TM C476 WITH A MAXIMUM AGGREGATE 51ZE OF 3/8" AND A MINIMUM COMPRE551VE STRENGTH OF 3000 PSI. 5 VERTICAL REINFORCEMENT SHALL BE A5 NOTED ON THE DRAWINGS WITH CELL5 FILLED WITH COARSE GROUT. 6 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-O" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7 REINFORCING STEEL SHALL BE LAPPED MINIMUM 30" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5 NOOKS AT TOP 8 BOTTOM OF VERTICAL REINFORCING BARS TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9 EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. swe Model ;979 WOOD CONSTRUCTION I WOOD CONSTRUCTION SHALL CONFORM TO THE NrPA "NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(ND5) 2. ALL EXTERIOR WOOF-) STUD WALLS, BEARING WALLS. SHEAR WALLS AND 1" IISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. TOP AND F30TTOM PLATES OF LOAD BEARING WALLS MUST BE SOUTHERN YELLOW PINE NO, 2 OR EQUIV, PRE1=A15RICATE1D WOOD TRUSSES I ALL PREFABRICATED WOOD TRU55E5 SHALL BE 5ECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2 TRU55E8 5HALL BE DESIGNED BY MWFR5 METHODOLOGY FOR LONG SPAN TRU55E5 TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRU55 ENGINEER OF RECORD 3 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR 5TRE55-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4 TRU55 MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOAD5 GIVEN IN THE NOTES AND TOTAL DEAD LOAD, 5 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLE55 NOTED ON PLANS, P4 % 4 W fa3 �y' f S5 itryi �� REDRA'v"J REVISIONS TO MASTER LAUNDRY TUB ROUGH -IN 6 TRUS5 ELEVATIONS AND SECTION5 ARE FOR GENERAL CONFIGURATION OF TRU55E5 ONLY. WEB MEMBERS ARE NOT 5HOWN, BUT 514ALL BE DESIGNED BY TRUS5 MANUFACTURER IN ACCORDANCE WITH THE DE61GSN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR (o:12 5LOPE5 OR GREATER) DL = 10 P5F(SHINGLE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD : DL = 10 P5F WIND LOAD : SEE DESIGN REQUIREMENTS I THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARINGS POINTS, AND SIMILAR CONDITIONS. TRUS5 SHOP DRAWINGS SMALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. ,3 PROVIDE ADDITIONAL BRACING AND BLOCKING PER HI5-91 AND TRUSS MANUFACTURER'S DRAWINGS r- ELD REPAIR NOTES 1, DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE 5IMP50N STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLINGS ARE REMOVED FROM HOLE BY USING COMPRESSED Alit PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE, HO0K5 AT TOP OF BAR TO BE MIN, 12 BAR DIAMETER5(EXCLUDING BEND), 2. MAY SUBSTITUTE 5TRAP5/CONNECTOR5 w/STRAPS/CONNECTORS O� EQUAL OR GREATER UPLIFT d LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3, FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)*5 VERT. IN GONG. FILLED CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTC.) 4. 2X12'5 MAY BE USED ILO TIMBERSTRAND5 FOR STAIR STRINGERS 5. RIM BOARDS MAY BE USED FOR RISERS 4 TREADS ILO 2x12'S 6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS �00 Cq nt V L I I ra co 00 4_4 0 o r � V o a a W � C,\z C) +' z Ole U) coM Q Q ® W O b bb O OO., w a ins U M o Vl c0 O Get -e4 O O a w, a Cs o� Q cn a� W t� aA W� W ROBERT M. MONTA, P.E 3� w � L; 3: � U� �� Zmaw xW AO�k� i o �badSao w �dvFiEE-Z 0 P u0 a m to a 0U 0 a Ix WV rn z 0 a� 2� O �o O� r, Q CJ W pq O U O O2 0 W U1 ���-Lo ��----1111 W xH PA p rn 1--I h Ix z 01 0� m aEn En x h 0 �E- h xz �G a6-4 a. �- A O U4 w pq w a� w� to x W Xcn U0z (n w Qo N Q 0 Q 00 I a I F CO C\2 ; 4 O 0 ^II D m m c•I °p v O o °' N �°t h x O 0 a O U r� 5� 1 I WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN 1=RROR, CONTRACTORS, SUB -CONTRACTORS AND 5UILDER5 ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. 15 NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMI551ON5 OR CUSTOM CHANCES M155Ep ANP NOT REPORTED TO 5EAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION, NO EXCEPTIONS. 0 L0 I 01 24'-a"41 15'- 111 F— — — — — — — — ----------, I II -0-4" — — — — O 04 — D 1 �w. �Loole - - CIL - - -- -- FAD ------------, I _ COVERED I=olzel� SHOWER - GARDENIlz VALV _�_6I/4" TUB FIN.F DI I Iff ool — — '-4 F J I I (L; DI I� a, -ally LAY. I — ---- — ------ �I 1 1/2" RECE55ED 51LL s SLIDING GLASS DOOR 01 5'-311 1 4'-IOII -11-III I 12'-10" I I I. • I I 11 -I I I t n Im FIN. FLOG I • I I -- - I II I I 21-611 21-= 11 2'- II I II 11 151-2le L v. LAV. WC TUE3/ - � I II • 5HwR X> DB SINK W/DI5P I — • O O LINE FOR 01 ICE MAKER OOI W • I O I I 1 \ /ii�REF / 24'-0" 1 1 �h I - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - ---- . -011 1-36"X42"CONc. A/C PAD A.H.U. �4 70, 4" DIA, 5CH. 40 I _� PVC CHASE IN sfI SLA5 FORA/C ® I FIN. FLOOR 36 "X6fl�"X36 "N I � I PLATFORM IL wo I I I 20'-a" 1 3' 4" I `o GARAGE I Dl II � II %I��II I_211 I I• r --- • C- — i • I I IIII — - --- —II D1 -all FIN. FLOOR _r ENTRY 12" RAISED PED. W/ 4x4 P.T. POST W/ ABU44 POST I 3/4" DRIP 5 13 I LJ _411 L — — —_ _ — — _— —— LPFIN. FLOOR I • • • • I � 3/4" SLOPE — — — — — — — — — — — — — — - — L— • I ' — s o --- — — — — — — -- ---- • - —J 24" x 24" x IP" DEEP '-411 GONG. FOOTING w/ 3 05 BARS EA. WAY yytt-- (0'-D11 ID201 21_4II 8-411 21_0II 40 'ILI 12'-811 40' - 0" 1 /411 = 1' _ 011 I � r LD I � O O Wco o ®a o (L W cat W G� � � Q Q ® W a) aA 0 A W a `C d rn U o cn O G��2 P U O O m (L w cz ��:` W as Wmg ROBERT M. MONTA, P.E ap a WV a 0z 0 i z �o ®� W 0u W pq v- o 0 W� U a 0� w � i H O ai E- 1 w rpq IL A 0 U H O z Q F- z O QO W cn tV 0 0 N 1-0 it O WINDOW SCHEDULE -1 LEGiE D AREA(ftZ) DENOTES OPENING SURFACE * R AREA AND DESIGN PRESSURES - P (PSF) TYP. I i r- m WHILE EVERY ATTEMPT HAS BEEN MADE t0 PREvENt HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE UR3ED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5EAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHAWGES MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. II'=511 31�-111 8la�tll 18.8 11.4 V t 11.4 + 25 + 26 O H.B. F 26 -=- O - _ 0-_28- GARD iFjAp cv ' _' TUB I�pTILD SHOA A5TER BATH SEE DTLA-d 9'4" CLG. E THIS SHEEII2 VTRMA5TER 5UITE 9'4" CLG. Z - 12 1 - 4 11 H— P 16.5 - + 26 BEDROOM #4J 28 • 9'4" CLG. U O 15'-4'1 PATIO --�,--------------- 1(3.6 + 26 O _ - 34 0o COV. PORCH CLG. 65 tl_�II - 26 FAMILY RM. GLG. N I _ O 5 - o oI I ARCH- _ PRING FROM 3'-8" I it uZi I I c0 '-o° To a'_S" IDI 16.6 + txI 26 28 • I Al-QI v 21- I -911 r' VTR-1I g'4" CLG. I ' �O Rs5 4SH. BEDROOM #37jr r----- � Al 0 N I N- 5EPROOM #2 9'4" CLG, N I(o pi 13'-01I �LAv. LAv. � O U1C 5ATN 02 V4" CLG. 4 10'-9" 0 TUE3/ SHIURj z D 3 � �- NOOK = 9'41' CLG. 9'-1C/11 " IS/ ARCH- LEI O SPRING FROM -m \3�5'-0" TO V-a° CRPT.� TILE; pW. DB SINK - H � H W/pISP 5 8 HANSEN — cYl 3 C ID - u Box • nil] KIT C N 3 oz I L INENtt z ARCH - CLG. A O �� — > IIISPRING FROM I — 3'-10" 4 SHcv O O O 2"y R 1 a,_o TO 8,_$ I I TY � REF 9'4" CLG. - 4° CLG. 3 DRYER a 31_81i g11 101-8'I — > - u 22"x48" \ / ATTIC ACCESS / \ DINING RM. 9'4" CLCs. RAISED ° PLATFORM 20'-011 31_ 1 15'-411 r/0 DENOTESCLG. LINEALSOcrl N GARAGE g,41 CLG. 11a p2 + LINE OF GARAGE DOOR IN OPEN POSITION 33.9 GARAGE DOOR TO BE _ RATED FOR 120 MPH + 2� WINE) I — (2) I - 2 � • � 112 • + 2 -24.9 16'-011 Ir 21'-4" )YE IO _ LCx. p 2 LIV- ING RM. 0- x . II'-411 O+826 I(o - ABV — pl m T 0 WIDTH HEIGHT THICKNESS COMMENTS TYPE LIGHTS GLASS HD, HGT. BUCK DIMENSIONS I 5'-0" 6'-8" 1 3/4" V-0" MTL DOOR W/ (2) 12" SL A C-25 SEE 1=LEV CLEAR SEE ELEV. 3-1 3/4"X63" 2 16'-01, 1'-011 ------ OVERHEAD GARAGE DOOR 13 C-1/2-35 SEE ELEV.CLEAR 8'-®il 21 1/4"X63" 3 2'-8" 6'-8" 1 3/4" EXTERIOR W/ 12" S.L. C F.G. SEE ELEV EMP/OBS 8'-0" 49"X49" 4 2'-8" 6'-8" ------ H.C. INTERIOR D C-35 SEE ELEV.CLEAR 8'-0" 54"X63" 2'-6" 6'-8" 1 3/4" H.G. INTERIOR E (2)c-25 SEE ELEV CLEAR SEE ELEV. 14"5 W/ HALF RNDS 6 2'-0" 6'-8" 11/2" H.C. INTERIOR 7 2'-Ia" �'-VI 1 1/21, BI-FOLD - PANEL 8 2'-6" 6'-8" 1 I/2" BI-FOLD - 6 PANEL 9 (2) 21-o" 0'-8" 1 1/21, BI=FOLD - o PANEL 10 8'-0" 8'-0" I" NOM. SLIDING GLASS DOOR TOWER ENCLOSURE .E " TYPE "X" r'PSUM BOARD LOWER ,r 211 LEDGE IN SPOWER AREA TAE3ULATION LIVING UNDER A/C 1979 SQ. FT. GARAGE 451 Sa. FT. COVERED ENTRY 32 SQ. FT. COvEREp PORCH ID"I SQ. FT. O TOTAL SaIJARE FEET 2569 5Q. FT. 3.6 25 27 1%] LINEAfR FT. CALC MAIN HOUSE 216'-0" LINEAR FT. 1 OF 9'-4" FLOCK pl _ PATIO 22'-4" LINEAR FT OF 9' - 4" BLOCK TOTAL 240' -4" LINEAR FT OF 9' - 4" BLOCK r ENTRY = O - 1001 CLG. , r 44.5 24 rn 1'_411 +- 30 I CA p2 I 3 2'-811 31_J�II 2i-011 J 1fYK000/// / I _ o I IJ 40'-011 YJ K/ 6'-411 121-a11 1/4 II C 11_011 I. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR C.M.U. WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED, 5. ALL GLA55 LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 2405.2.1 OF THE FLORIDA BUILDING CODE 2001 EDITION. 6. ALL GARAGE/OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. I. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15 FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.), OR PAPER BACKED MTL LATH FOR 5TUCCO. APPLY WITH A MINIMUM OF 6" VERTICAL LAP (UPPER LEVER OVER LOUDER LEVEL) AT VERTICAL JOINTS. FASTEN PER MAN. SPECS. LEGEND INDICATES 8x8x16 (NON.) G.M.U. (EXTERIOR LOAD BEARING ). 12'-0" TOP OF CMU INDICATES Sx,5xl6 (NOM.) G.M.U. (EXTERIOR LOAD BEARING ). 9'-4" TOP OF GMU INDICATES 8xOx16 (NOM.) C.M.U. (EXTI=RIOR 12= LOAD BEARING ). V-0" TOP OF GMU INDICATES WALLS TO BE UTILIZED FOR TRUSS'`" " BEARING 2x4 WOOD STUDS Q 16" O.C. U.N.O. INDICATES 25 GA. MTL. STUDS 2411 O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS ONLY.) (U.N.O.) INDICATES FILLED CELL WITH (U VERTICAL 0 S GROUTED SOLID, (U.N.O.) BAR TO BE CONT. BOND COARSE TO FOOTING, REFER TO COVER SHEET FOR SPLICE AND BEND RE0. INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). 10'-0" TOP OF GMU 6 4 H 0 ® a a o cq a O w W UI chi c� a) -N h �w Q a ® W Q) W 40 o cr) a ';-4 w �+ v� n 3: M o W o cd U D 4 O a W m low v a chIL s� lw o. a W W ROBERT M. MONTA, P.E �v 0 0 pQ�yi1 w c, r U)® 1 zin pq ® ncQ w WW In �� W o V1 1010 0 a� W Lo v) W I H O o� a W � w zP En H 00 Q� a W 0 00 2 � a� � H W z 0 4H H�I >- aA o U Li >� w� Va W E., a rn U z w 0 Wf a © o 4 p I �- z co C\t o i 0 ®\\ ^II w C\2 c0 cl 0 J F R3 V F r cc Ice m Co L- C) 4 W T m x ry P, o u a CA P4 W Con Q N M4 U � � z W Q ao m +' 0•� O a, w P4 U � o c� o U O O i 0. W t+9 CJ W � •r° Q Vl C14 a W lx W� a ROBERT M. MONTA, P.E xp o�W w un z 0 z a' _ r4 �.' ©® W � ~® U W H � Z r� i P W U o O W uj I E-4 Q uJ v Cn z w mmI CD �cQ Q O� m W o J� E- Z� t9 U, atn tn (L p O U En N W W N � W F, cn UW Z� W Q � U y W Q 0 z co 0 p a I 00 C\t d' \ II O o \\ w m tit CO N O 0 N O o b ti +-1 td � o N N 6 �U v d P, fnn w m WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO (REVIEW ALL. INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15EAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANCES MISSED AND NOT REPORTED TO BEAUMONT t ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. =AC R I -rA ') A t=N1n TO (2)2x4'S FT OR W/MO16TURIz5 VAPOR 5ARRI5R MrTA-16 (2)2x4's TO TIE SEAM PROVipr= L5TA-24 FACE OF BEAM TO KNEE WALL SEE pETAIL ENTR-I- NOTE 1/All O 11-011 DBL. 2x TOP PLT, 2x TOP PLT. W/ (2)1(od NAILS ,a)24" O.C. PLT. HC�T. PER PLAN 1/10" O.S.B.— FASTEN PER PLAN CRICKET AS RE at) 2x BOT. PLT. W/ (2)16d NAILS o24" O.G. PRE - ENG. TiRUSSESS24" O.G. METAa16toEA. TRU55(U.N.O.) HIO a EA. —TRUSS CEILINCa 5HEATING ASTEN PER PLAN. 1/10 O.S.B. EXT. SHEATHING CONT. FROM TOP OF TOP PLT. TO BOT. OF BOT. PLT. — FASTEN PER PLAN 2x4's 'al(o" O.C. 1/4"x4" TAPCONS w/ WASHERS Q S" O.G. PER PLAN PT 2x BOT. PLT. lO 0VERFRAMINCx a ENTRY DBL. TOF 2X4'S Q Ik 2X4 PLT I LAC, SCR ROOF S1_1� PRE - ENC ROOF TF 24" O.C. OSECTION 6 R,416ED ENTRY OVERF_RfiMINCx LSTA-24 TO 2) 2XI LSTA 24 BM. TO (: (2) 2X4 f " APPROti BARRIEF META 16 O SECT(ON a ENTRY 1/2" NOM. STRUCT. RATED SHEATHING ASPHALT SHINGLES H2.5A Q EA TRUSS PER EXT. ELEV. A..,,' NAIL SHEATHING PER SCHEDULE TEXT. STUCCO FIN. OVER OVER MT[_ LATH (3) 16d NAILS EA. END BLOCKING TO TRUSS 'z024" O.C. MAX. 1/2" GYP. BRD. 0 CLG. 1/ 11=1'-011 3/4II Z 11-®II GONNEGTOR SGHEE�)ULF LE1. No. PART. No. PART. NO, PART. NO. REMARKS O 51 MP50N HUCvME5 5. EA5TERN METALS I META 20 (12)IOd xl.5 GENERAL NOTE5: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES AND HEIGHTS ONLY, 2, TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME BUILDER FOR FINAL APPROVAL BEFORE FABRICATION. 3. ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. 4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS. 5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.G. MAX. OR AS OTHERWISE NOTED. 6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 1. ALIGN TRUS5E5 AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. a. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A: ALL CEILING HUNG SOFFITS AND SOFFITS W/ CABINETS AS SHOWN ON PLANS. B: ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. 10. PROVIDE f5RACING AND BLOCKING PER NI5-91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS 11. ALL ROOF PITCHES 6:12 U.N.O RO O AM INS FA5TENERNOTE5: USE SIMP50N LSTA 24 TO TIE UPPER ENDS OF COMMON FRAMING MEMBERS U.N.O. NAILING; 6CHEF.)ULE ROOFS/CEILINGS: ROOF/CEILING SHEATHING TO BE 7/16" O.S.B. OR'12" PLYWOOD, FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.G. AT ALL SUPPORTED EDGES AND S" O.G. IN FIELD. FOR ALL OTHER AREAS NAIL'@6" O.G. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO 5UPPORT5(TRU55E5). PROVIDE PLY CLIPS AT ALL UNSUPPORTED Roar SHEATHING JOINTS. PLY CLIPS TO BE SPAGFD NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE 1/16" O.S.B. OR 11/2" PLYWOOD AND SHALL BE NAILED W/(2)ROW5fD3" O.C. AT TOP AND BOTTOM OF WALL, 6" ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. CONNECTION N0TE5:(51MP60N) ALL TRUSS/BEAM TO MASONRY TO BE SIMPSON META-16 U.N.O. ALL FRAME TO TRUSS CONNECTORS TO BE SIMPSON NO. H-10 U.N.O. SIMP50N 1­12.5A MAY BE USED WHERE TRU55 UPLIFT DOES NOT EXCEED 350 L55. ALL TRUSS TO TRUSS CONNECTORS TO BE PROVIDED BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. FROOFVENTS I. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DIC`iA`iE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBG 2001 EDITION SECTION 2309.7 4. ROOF VENTAREA FORMULA: 50. FCLG. AREA OF FR 150, EE VENTILATION REQ'D. 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE -I/16" OS JOINT --- NAILING PEI SCHEDULE NOTE: STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS EACH END (NOT REQUIRED AT HEADERS) 1/Iko" O.S.B. TO BE USED AS UPLIFT RESISTANCE, NO OTHER FA5TENER5 REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. _2) SPEATPING UPLIFTWALL SPLICE V � � I I CO 00 4 H aw O ~ U a Q; W cat C) w w v� cat � 4-J �4w Q a ® d o to o � w U Q � 91 _ v o � � +d o p D � 0 a c VIP) a U W Vj CL W a. 3 ROBERT M. MONTA, P.E irp oar w c� LLe- in z 0 z� -w Ix 00 W � w U F� w v� W 00 f —i LO (1) FE_ o z �' H Fx o x -� o ix— w W s O °V -4-H I� O Z X } w O U W W V U) x �1 v� E1 z rn w � o V Q B CO " O a o 1 z O °° C r' � O -II 2 w 0o cl d N P, b m v n 1 �- 00 C\j C\2 .1, 12 6 SHINGLE ROOF AK 9'-4" AFF. TOP OF TIE 5M. ARCHITECTURAL FINISH - r- 0'-011 Y F1 T FL—P. ARCHITECTURAL Q FINISH 7c0 - 21-011 ® EGRE55 EGRESS EGRESS U11NDOl.0 WINDOW WINDOW ~ LEFT SIDE ELEVATION 'B' 1 1 12 12 15'-0" AFF. AK TRUSS SRC. r= —CRICKET — — c0 6" RAISED R= 3'� STUCCO r 1I SCORED STUCCO ❑❑❑❑❑❑�❑ (Tl'PIGAL) FRONT ELEVATION '51 OFF RIDGE VENT SHINGLE ROOF ®—TOP OF TIE 5M. 9' RETURN TYP. FIN. FLR. • � T T � • � O RAISED STUCCO 12 6 OFF RIDGE VENT SHINGLE ROOF 91_4" AFF. A FOP OF TIE F. �}' ARCHITECTURAL FIN15H FIN. FL 9'-4" AFF. roP of TIE OM. SHINGLE — ROOF -0"Z RETURN lllico TYP. ECsRE55 EGRESS WINDOW WINDOW D. 0 ~ ARGHTITECTURAL FINISH EGRESS U1INDOUJ r4l;:11G�4T ELEVATION 15 Crj CO I c Q 14 w m • 4� x Li �,, ii P, o a � a -4 W � Q O h � W C\ CYJ 2 w Q CO W Q) ao f~ 0 t/j W Q' -, (9 U O N (Z +j 0 Chi Q H U 0 C] o lz a w C=) 0 _ < a. as w9 3 ROBERT M. MONTA, P.E ixp 0$ wv h �z 0 z 0 oN w W aa h p U rT'j �-{ Fvl D U, 0 w U 0 w Lo N ul h to 12 H� o� CD W F 20 } GSA ILp 0 Ucn u w >� ix w� wC4 W EA Ucn Z(� W h W Q 0O O 4 �- CJ c0 O W m CO 0 N�r`� o b b a3 S3� T1 V ul w C s U ti h U t' 1 1/2" GYP. BD. ON 2x4'5 • - I/2" G.W.B. OVER VAPOR O.C. BARRIER W/ R-3 INSUL. TEXT. FINISH ON 1/1611 PRE-ENGINEERED WD TRUSS, 24" O.C. BETWLEN 3/4" P.T. VERTICAL OR 15/32" O.S.B. 12 R=3® INSULATION FURRING R 24" O.C. 2x BRG. EXT. WALL '.,II, (TYP) � all CMU BL.00K HURRICANE ANCHOR AT EACH TRUSS 3-1/2 CONC. SLAB(2500P,S,I. _ 3'iz" CONC, 5LA5(2500P.5,1,) , " I l W/�x� 1®/10 W.W.M. OR _ al (U #5 FROM FTG. TO W/(ox6 10/10 W1W.M. OIR LEA. END OF WALL FROM — — REFER i0 ROOF PLAN Nc. FIBER REINF, CONC. TIE BEAM SPLICE t0 FIBER REINF. cF SPACE 32° O.C. ON 6 MI YA O (6" MIN. EMBED) ..� — —• ON 6 MIL. VAPOR ,I BE MIN. 25" GROUT L. P R� 111= I I 1=(I 1=1 I I -_ _" �i SHINGLES ON BA1�RfEi� .,I I. CELL SOLID BAiRR11= PT BOT, PLT. I IM — _ =III=1 I 1=I I (= —1 11= ' :�' (APPLIED ACCORDING TO MANUF. SPEC) _ �\ 150 ROOF FELT ON ROOF ..: -,— _ ; _ Ti_ _ I j_I i SHEATHING ON ROOF TRUSSES, rl I I-1 I I=I I I=III—III— V. ��F _ GRADE x :.. :,.. _ - x I I (- ' .' , , : ; I I-1 — — I- OIL ICI I I=1I I=1I I=1I _ =1I II III—1I1--1I1-1I I - GLADE A/c CHA5 I_I : r d•' _ I I_ :�.f•:� - I I I - TOP OFIMAs MASONRY __ Y_ 4 PVC SLEEVE I III- I: - I _ _ _ _ _ __)) _ -I 1= '�� __ ' ;-- 1 A/C CHASE I= .. }°i,•..:.. , - 1 CLEAN �I I 1-III—III-- 1 I I—III—III-1 CLEAN I -I I hI I I— �; -_I I ICI I I- I I 1 - THRU STEM W,4_ I - I I� y ALUM. DRIP >=D�� COMPACTED FILL ' I -III--I I ! I 11-1 I I=1 I !_ I i I' I — _ =1 t. l 11 I I1� I I I I - 4 PVC SLEEVE + :. 1/2 DRYu�ALL COMPACTED FILL I —I I hI I I I hI I I— I. III' 1 ^ III�- '_ _ I :: , 95% STANDARD I —I } . -_ I-- - v 95io STANDARD I �� Tk{RU STEM WALL Ix2 PT NAILER 2x6 R.S.C, FASCIA DENSITY AND I :;� , •- ; F i 11 DENSITY AND- ' ` ° ' a I _ TERMITE TREATED I � •4?`' • ,. •�',:.. I - - TERMITE TREATED •'''.. •.•;••., VENTED ALUM. SOFFIT 'III-�•' I _•_•• - -1 WHERE 2ND STORY OCCURS G REAM 5"xl�" CONC, FTC, 5"xl�" CONC, FTC, ETCH SHALL BE 10" x 20" WHERE 2ND STORY OCCURS TYP. SINGLE TIE- W/(3)"5 BAR " CONT. GROUT I - SOLID W/ (2) � S CONT. FTG SHALL BE 10" x 20 WHERE 2ND STORY OCCURS . W/ (2) S'S CONT, WHERE 2ND STORY OCCURS FTG SHALL BE 10" x 20" ON CHAIRSFTG SHALL BE ]oilx 20" ON CHAIRS. W/(3/'5 BAR 1 W/(3)wo BAR WK3)wo" BAR 1/2" DRYWALL PER PRECAST LINTEL I STEM WALL W1 I, CV-0 I, 2 STEM WALL W1 ,I _ , _ ,I 3 STEM WALL A/C CHA,5E � STEM WALL A/C CHASE CMU 5LOC�G 3�� WOOD FRAME 3�4 -I >a CMU eLOCK WOOD FRAME 3/4II=V-0 w lY ALUM. FRAMED WINDOW } - - ❑ FILLED CELL MARBLE STOOL W/ SCREEN W/ 115 TIED WHILE EVERY ATTEMPT HAS DEER MADE TO PREVENT HUMAN ERROR, 1x2 PT FUR STRIP PRECAST GONG SILL CONT. ROD CONTRACTORS, 6U5-CONTRActoR5 AND BUILDERS ARE URGED to REVIEUJ - � 1/2" GYP EB® EA SIDE IN FooTER ALL R�ORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I I AT I(o" O,C, 0xbxl(o GONG BLOCK CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTA CONSULTINCx AND OF 2x4'S c) 16" O.C. SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, I I NON -LOAD GARAGE INSULATION ON _ VERT REINF. BEYOND II PER FT, AWAY ERRORS, OMISSIONS OR CUSTOM CHANCxES MISSED AND NOT REPORTED TO I BRG• WALL INTERIOR OF BLOCK WALL FROM HOUSE EXCEPTNT t ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO I EXTERIOR FINISH (SEE ELEVATIONS) -4 I ( >=xcEPtIoNS. I I �-BOLT a 32 O.C. (MIN II 4" CONC. SLAB GARAGE I I INTERIOR �" EMBED) io" 2 1/4" I INTERIOR � � I I, FROM EA. END SP-4 EA. STUD ix4 PT BASE NAILE II PT BOT. PLT. tap4BO-1', WOOD BAS II FIN, GRADE7 4- III I�� _ _ a •• '. '. .• �. '. . M ; — MAIN FLOOR QI a a d} , , '" — ELEV m'-m" •I .� I. � •, '?y •p, ••�, '.a" } •� ••P a •.�. .y.• I�: L , . "ti °' G.M.U. FOUNDATION c (3) #5'6 CONT. all 8" W/ 3" MIN. CLEAR lolllollI 110 (� fL� <i LLI 2-" 24" X 24" X12" d GONG 24n 77771 5 CONT, c0 FOOTER W/3 "5 I ROD EACH WAY CLEAN CLEAN, COMP., TERMITE 1 -4 P015ON TREATEDED TREATED FILL FILL 5 COLUMN FOOTER DETAIL NOT USED � OFFSET FOOTING 8 OFFSET FOOTING WALL SECTION W1 3/III _ I'_�II NON 5EARING 3/4 eEARING CMU / STEM WALL COMP. SHINGLES OVER 15" FELT ON 7/1(oo" 0.5.8. MIN. PRE-ENGINEERED TRU55 a 24" OF F GYP. 2x4'S a 16" O.C. EA. SIDE 1/2" GYP. BD. EA, SIDE O.C. W1 HURRICANE ANCHOR OOF 2x4'S os O.C. 6F-40EA. STUD ON EA. TRUSS 1/2"XI" EXPANSION 5P-4vEA. STUD TOP450T, U,N•O, P ANGHORS�32" O.G. TO450T. U.N.O, 1/2"XI" EXPANSION PT BOt, PLT, PT, BOT, PLT, ANCHOR5,032" O.C. a �' °.d: .yi • '}}�-�-•�' y .1 . q .. 1'• ••�• i , • q' _ \ �J4..E EL Ey G� --1 I I--^-1 { I ----I (I— `, `+ ,d. •� �•'•y IXI1—I' I�r I� _ _ — 4'! 1• '•.yam. �t . I g•, y.• '• f.. —1'•f • y � •• • _ -I I 1-1 I i_I _.• •• ' .• _ � -1 I I_I I I_I I _ • •..f.� �°• , + _ 11=1 I •�. •"� _ y �' _=1 I I__I I I- Q _ _� '.• .., .,.•..: •. �'... 'A-_I�T� I— ,; 1 _ b : , :. • P • � I � i—I I �I I I----III--I ," , � } ` i- ;.. � �• ~�' R-30 BATT INSULATION I tt I � tf t+ 1 •I •I I I � I I L I 1 � I —1 I.1-- I-- 1T( �T( � :. ' ;. ' �� :• ••,• • _ _ ' CONT. (2J #5 S �I I II i 1/2" GYP. BOARD W/ 3 MIN. CLEAR 8 8 -I i I FILLED LINTEL 5LOCK W/ 105 WW1 #5 S CONT. CONT. HORIz. W/ 3a" SPLICE MIN. / 3" MIN, CLEAR REFER TO CASTCRETE SPECS FOR LINTEL REQUIREMENT5 19 T'**ri=. SECT I ON - OPENING g INTERIOR 5EARING INTERIOR TWO 15 0 ROD IN FILLED CELL 3/4" RECE55 A5 PEP, FLOOD (CLAN PER MFG. a SLIDING TIED TO CONT. ROD IN sPEc'S. LASS DR,� _ 8� POOTER 4 LINTEL ROD WALL BEYOND AE3OVE 4" CONC, 6LAE3 W1 FIBERME5H SLOPE - - 4" CONC, 5LA5 W1 FIBERMESN (OR W/6x(o 10/10) FIN15H GRADE(OR W/bx(c 10/10) OVER 6M VISQ. = OVER &M V15Q, 3-1/2" GONG, SLAB — = j - 411 �N GRADE SLIDfNC CL�4�5 - r� IN, 44 -� — — a III-11 h I ' TMT� =1 I a _III 4 1/2" CA51NG a • L_I 4 M9 THICKENED HICKENED x �" THICKENED ALUMINUM THRESHOLD SLOPE " _ EDGE W/ 1 m5 SLAB W/ (1) #2 CONT. 3/4" RECESS 3-1/2 CONC. 5LAB(2500P.S.1. d 4 d1 c� c� I I coco M""I i` to co o0 w o C� a c) a a m W c� a z w c*7 2 4-J � '� w Q Q ®w rn 0: 0 0 W a 4 �1I Ucn O o C\271 F_ U O a 0. X ain a a aka w� W a ROBERT M. MONTA, P.E V O w0� H in z z� _PQ O °cQ w W =A �/ V ) F- O U F-1-I W 0 U O 0 o� w Lo z o w m a' Irk, w A, 1 T I vi x I Q 20 Q a� E.4 a Wcn h 0 _ t7 acn �W ap O 04 w wp �a W El XIn U z (I W a ° U V) 0 a o0 o I F- z co o e �� c\2 c m 0 N 0 U O o + m a 'd m w ro H x O GONT. W/roxro 10/10 W.W.M. OR -------____-- SLOPE I/4" I }- � a ®RIVEUJ41' SLAB FIBER REINF. CONC. _ a" X I(o" CONC. O PER F OT ON ro MIL. VAPOR Tt-r-) ills I& J. -I r- A k I .•, S_A} U �l DBL TOP PL r. '*--HURRICANE CLIPS OR TRU55 ANCHORS - 5EE --TRUSS ABOYE li ANCHOR SCHEDULE GYP. 504RD (4) Sdx2" MIN. TOE NAILS EDGE FLOCKING EA. JOIST TO TOP PLT. D13L. TOP PLATE NAIL RIM BOARD a 6" O.C. STRCRIAP TOPPLATE, TOGETHER HEAE)ER a 2x4 STUDS 16 O.C. CMU WALL 12 (OR BETTER) SYP OR SPF TOP FLN E6 To SP4 LT5A IS MIN. U.N.O. TOP PLATES To STUD PER PLAN CONNECTION AT I(o" O.C. %" GYP. BOARD 2x DBL. . TOP PLT. 2x4 SCUDS a 16" O.C. 12 (OR BETTER) SYP w PRE -ENG: ; ; ; -+- 2x STUDS Ul FLOOR SYSTEM 5PF STUD 16" O.C. MID SPAN FLO�KINCx_�, BETWEEN EA. STUD d NSTC-40 MID SPAN EA. STUD BLOCKING PLYWOOD OR O.5.5 FOR UPLIFT ANCHOR BOLTS (4) EQ. SPACED 2x PT 50T. PER PLAN �2 GYP. BOARD 3/16"x 3 1/4" SIMPSON PLATE. SIMP50N 5P1 OR 5P4 - PT SOTTO TITENS w/ WASHERS, 6" MAX FROM TOP 2x4 P.T. PLATE **5HEAiR WALLS TO BE 1/2" GYPSUM 1/2" J BOLTS 032" 2x4 P.T. PLATE — LATE HURRICANE CLIPS a 16" O.C. PLATE � AND BOTTOM J" BOLT 32" O.G. WALL BOARD STAGGERED, BLOCK O.C. MAX 6 EMBED. ALL EDGES, STUDS lo" O.G. Nc.o 6" MAX FROM E.A. END rFh 2 " GYP, BD. REFER t0 FOUNDATION 1'/4" SCREUIS TYPE UJ OR S. FASTEN PLAN FOR FOOTING SIZE 4" O.C. PANEL EDGE5 AND FIELD.- AND LOCATION , a EXT. FRAME WALL (/�VONN• INT. LOAD 15 TO 5LOC< WALL DETAIL STRAP TOP PLATE, HEADER a 51MP5oN SPl OR 5P4 CRIPPLES TOGETHER W/ �� I I I IALL u �- n TOP PLATES TO STUD LT54 12 MIN. U.N.O. 5EARWA LL CONNECTION AT 16 O.C. 2x4 STUDS a 16" O.G. #2 (OR BETTER) 5YP OR SPF 3 CJ�� D'I-L V MID SPAN BLOCKING BETWEEN EA. STUD ll)'S IN TIE BEAM / B J� WALL f ' I -9- d fGNI= UJ L L ON I O� -- - 5 AR IN PRECAST LINTEL ANCHOR BOLTS ALL LAPS 4a RAR DIAMETER MIN. �u }�,�I I WALL GO I Cz)�'a VERTICAL PER PLAN ��2" GYP. BOARD OF CMU WAL J0.. - II2 �� = I � -��� (x IMPSON SPl OR SP4 NOM, 5" KNOCK -OUT On IN C1ROU-fi FILLED HURRICANE CLIPS a l6" O.G. RUNNING BAR BLOCK �� 5E CO IN TIE CELL 2x4 P.T. PLATE BEAM COARSE CU#5 VERTICAL IN LAPPED GROUT FILLED CELL DOWEL DO ALL PFIN) GROUT TIE BEAM PROVIDE HANGERS TO HOLD WITREFER TO FOUNDATION COARSE 50LID BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR. PLAN FOR FOOTING SIZE as AND LOCATION SPAGINC� 1REQUIREMEN rS �t NOM. 8" CMU - - - - -- - -- INT. LOAD 5RG. WALL, L.� - - - PROVIDE SCREEN WHEN 2 STORY, WALL A V BLOCK BELOW 15 NOT 05 CORNER BAR REQUIRED TO BE FILLED NOTES: LZ GROUTED CELL NOTE: ALL NOOKS AND SPLICES TO BE WINDOW AND DOOR ASSEMBLIES TO CONFORM CONSTRUCTED AND SIZED PER NOTES TO 11 1101.4 \ , NOTE: TIE BEAM COURSE MAY EE USED ILO OF KNOCK -OUT ALL BCONNEG ONS BYROTHERS I HALL BE g TYf=. CORN Y RT. BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN CAPABLE OF RESISTING THE DESIGNATED WALLINOC INCH WIND FORCES SHOWN ON SHT. 2 (FLOOfiR PLAN). 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND N75 12 TIE AM DTL. 11%11111'-011 REE3AR DETAIL NTT INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/1/4"X3" TAPCONS 6" FROM EDGES AND 16" O.C. MAX. BUCKS LE55 THAN 2X TO BE FAS-tENED - - -- - -- -- W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE 2 X 6 X 12 P.T. OF OPENING BY OTHERS IN THIS CASE. CENTER BUCK P EDGE 1 1/2" EDGE 2 1/2" EDGE � JfjV�IIIJ' WINDOW/DOOR 2x4 STUDS a 16" O.G. �- 2x4 SCUDS a 16" O.C. UCK NOTE Ni'S ® �— ( .�� COMMON X t7 X #2 (OR BETTER) 5YP OR SPF #2 (OR BETTER) 3/S" D IA. ANCHOR w w- 5YP OR SPF = 1 1/2" N N N LTS-16 GYP. BOARD 'ii" GYP. BOARD PRE -ENG. PRE -ENG. FLOOR SYSTEM FLOOR SYSTEM I L MSTC -40 EA. STUD 1 2 GYP. BD. i 2 GYP. BD. STRAP TOP PLATE, HEADER a STRAP TOP PLATE, HEADER a 51MP50N 5P1 OR SP4 CRIPPLES TOGETHER W/ SIMPSON 5P1 OR SP4 C RIAP2 MSN.OGETHER W/ TOP PLATES TO STUD LtSA 12 MIN, U.N.O. TOP PLATES TO STUD CONNECTION AT IK" OG CONNECTION AT 16" O.G. 2 X 4 P.T. TOP BUCK N 1/2" 1/4" CCOMMOMMON 1 • -� 2 X 6 P.T. BUCK EACH 100IX3" X X ~ FASTEN SYP OR SPF JP�v SIDE OF OPENING COMMON z z 2X6 (MIN. WIDTH) PLATE OFF. SIDE U U THRU 'V16" O.S.B. 6HEATHI U a TO PRE-ENGINEERED TRU66 3/5" DIA. J-BOLT W/ 5-1/2" EMBEDMENT 0 [-AT EACH DOOR BRACKET, EACH SIDE OF � - � BELOW WITH pia"x4��° 81MPSON NOTE: DOOR. PROVIDE 1-1/2" X 3/16" THICK I0dX3" �_ SIPS SCREWS 2X6 PLATE TO THIS DETAIL DEPICTS A WASHER W/ EACH ANCHOR. COMMON TOP CHORD OF EA. TRUSS BELOW TYPICAL VALLEY X OPP, SIDE CONDITION AND 16 NOT FASTEN CONVENTIONAL 2X VALLE SPECIFIC WITH REGARD RAFTER FRAMING (OR PRE-ENGINEERED TO 81ZE OF FRAMIN* (2)2x4's (2)2X&'s (2)2XVs VALLEY tRUSSEB) TO 2X PLATE WITH MEMBERS I II II BIMPSON H2.5 CONNECrORs (5-$� NA1L8) 2 X 5 U I L T- U F STIED AT EACH RAFTER TO PLATE CONNECTION START GARAGE CURB FTER SCOLUMN DETAILS �li���+��-��� i-t TYf=. VALLEY CONNECTION Nr5 g 5UCK DETAIL NT5 4" BACKSPLASH BUCK SPECIFIED BY OUN7ERTOP 2x4 STUDS a 16" O.C. 2x4 STUDS a 16" O.G. WINDOW/DOOR 5 1/2" 02 (OR BETTER) SYP OR SPF #2 (OR BETTER) SYP OR SPF MANUFACTURER EXTE D TO MID SPAN BLOCKING # PAST BASE MID SPAN FLOCKING NOt1=: ARGNLESS WINDOWS SIMILAR 15 BAR CONt. 7/16 O,S.g, BEiUJEEN EA. STUD --��' BETUIEEN E,4. STU� ARCH WINDOW ---------- -- 2x8'5/,)12" O.C. o'c 1TL. STUDS � lollI6—\ FRAMING DETAIL NT BUILDING WRAP i M5TAM-24 EA. SIDE 1/2" M.R. GYP. BD. OF EA. STUD TO CEMENTITUOUS FINISH ANCHOR BOLTS TIE BEAM BELOW CERAMIC TILE .- ANCHOR BOLTS i �� i� "GYP. BOARD TIE -BEAM iz GYP. BOARD PER PLAN 2 i CEMENTITUOUS1.1_WATERPROOF PER PLAN _ IMPSON 5PI OR 517=14 HURRICANE CLIPS a 16" O.G. IMP5ON SPI OR SP4 ---- -- HOLD O.S.B. BACK 3/16" FINISH STOP SEALANT - HURRICANE CLIPS m 16" O.C. r 2x4 P.T. PLATE 2x4 P.T. PLATE PRHCA T I FLASHING I I BASE CABINET I-{EEDER I 2X8 PT SOT. PLT. I I N REFER TO FOUNDATION - REFER TO FOUNDATION i PT NAILERS AS REQ D. �i2 J- 0LT W/51MPSON PLAN FOR FOOTING 51ZE PLAN FOR FOOTING 51ZE LBPS�Z WASNER�32" O.G. TUB AND LOCATION AND LOCATION CMU WALL MAX.(MIN. 7" EMBED.) pp//�� n WALL I /� 112 " GYP. BOARD-� INT. LOAD 5RG. WALL, 2 INT. LOAD ���. Wf-'tLL, POURED DELL lU/i #3 BAR CEMENTITUOU5 FINISH g WALL 2 S T O RY CONT. FROM BEAM TO 2 STORE', WALL A5V FOOTING, 14 PUCK SPECIFIED BY WINDOW/DOOR MANUFACTURECOU tEIR/TU5 RR I Z I 1�. *WALL DETAIL �, ,_ ,1 DOOR f5UCK DTL. Nts I,a STEP DOWN TIE � EAM NTS UJ�4LL SPLICE D�T�IL 1%11=1 -0" 1 �1 mJill -T I E - BEAM �- PR C H A PT 2x4 NAILER '2x4 ELKS. EXT. SHEATHING PER PLAN PREGA5T SILL Gu �—CO �c\2 I I 81 �co i•-1 [-- coo 00 w O V 4 1-1 0 U CD a IY, W cat a V) o z W �co 2 40 w a ®wQ � u� s A g W O m `w�Vd U O ^ 0 U d 0 x a W o� W sip: qch vq a! W a A W� w a ROBERT M. MONTA, P.E 3w a 0 WU a to z J ZA z� �o pe cq wP s U o� w o OR o W Vi F� ff���--III O za H U� a W W� W Ix� o W i� a aF W cn s� F- 0 �H s rx a(L w A 0 U4 (A W a W ,A wa W It U z vi W 4 v) � 0 O y Q 0 0 0 a o I z 0 � ' CC\2 co 04 0 b O 1 U 2 H s 0 a 0 U COMP. SHINGLES OVER 150 FELT ON 1/16" O.S.B. MIN. PRE-ENGINEERED TRUSS m 24" O.C. W/ HURRICANE ANCHOR ON EA. TRUSS w Ill R-30 5ATT INSULATION 1/2" GYP. BOARD FILLED LINTEL BLOCK W/ 205 CONT. HORIZ. W/ 30" 5PLICE MIN. SLAB SLOPES AT 1'/8" PER FT, AWAY FROM HOUSE 4" CONC. 51-45 FIN. GRADE - ° 1 J° 4 a° - 2411 - 24" X 24" XI2" d GONG _ _— FOOTER W/3 #5 I (I I ROD EACH WAY _ 'I III CLEAN, COMP., TERMITE TREATED FILL 2X4 BLOCKING@EA. OUTLOOKER 2X4 BLOCKINC;VEA. OUTLOOKER (ROOF SHEATHING SPAN TO BE (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)16cl 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END (2)16d NAILS PLT. TO NAILS EA. END (2)1(od NAILS PLT. TO 2X4 OUTLOOKER S STUD TOP4BOTTOM(TYPJ 2X4 OUTLOOKER S STUD TOf 4BOTTOM(TYPL. .) @24" O.C. MAX. „ (END NAIL PLTS. TO STUD) '@24" O.C. MAX. 2,_O„ MAX (END NAIL PLTS. TO STUD) -f/16" O.S.B., NAIL 2 -O MAX. 1/16" O.S.B., NAIL PAR NAILING SCHEDULE -7 /-SIMPSON 1-1-10(TYP.) PER NAILING SCHEDULE 7 rSIMPSON N-IO(TYP.) END NAIL EA. OUTLOOKI=R W/(2)16d NAILS TO TRUSS /2X END NAIL A. OUTLOOKER W/(2)16d MILS to TRUSS - 4xFACIA, DBL. 2X6 m FACIA, END NAIL ®BL. 2X� END NAIL TOP PLT.—A NAIL5aEA. TOP PLT. W/(2)16d NAILSeEA. OUTLOOKER OUTLOOGER HOLD WALL DOWN 31i2" FOLD WALL DOWN 31i2" PRE -ENE. ROOF TRUSS FOR OUTLOOKERS PRE-ENG. ROOF TRUSS 2X�'s�16" O.C. (TYP.) FOR OUTLOOKERS i -9 MAX.PER 1/16" O.S.B., NAIL NAILING SCHEDULE i'-91, MqX \ [1/16"O.S.B., NAIL PER NAILING SCHEDULE " GYP. BOARD CEILING NAILER AS REQ'D. 1/2" GTP, BOARD--/� 2X6'5,@16" O.G. W/FULL DEPTH PLOGKINGa S'-O" O.C. MAX. NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 4 TRUSS MAN. DRAWINGS CEILING GYP. BOARD IS NOT A DIAPHRAGM GABLE END6VAULTED CEILING (5ALLOON FRAMED WALL) WALL PLANE APPROVED MOISTURE BARRIER NOT LE55 "CHAN NO. 15 FELT OR KRAFT WATER PROOF COVERING MIN. 20 GA. GALV. STEEL CONT. FLASHING SHINGLES TO HAVE 5ELF-SEAL STRIPS OR BE INTERLOCKING AND CONFORM WITH A5TM D 255 OR A5TM D 34o2 SHEATHING PER PLAN BEAUTY SHINGLE GLUED- W/ MA5TIG OVER FLASHIN NOTES: I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP (UPPER LEVER OVER LOWER LEVEL) d o" LAP AT VERTICAL JOINTS FASTEN PER MAN. SPECS. 2. UNDERLAYMENT APPLICATION - FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER. START AT EAVE ( PARALLEL) PROVIDE MIN. 2" LAP W1 SUCCESSIVE LAYERS. FASTEN PER MAN. SPECS. NOTE: ALL FA5TENER5 FOR UNDERLAYMENT TO BE MIN. 12 GA.xI'/4" CORROSION RESISTANT ANNULAR RING SHANK OR COIL ROOFING NAILS THROUGH 32 GA.xl5i8" DIAMETER TIN CAP. 3. SHINGLES - FASTENING - (4) NAILS FOR EVERY FULL SHINGLE, I" FROM EA. EDGE w 12" O.C., NAIL ROW TO BE LOCATED APPROX. 55i8" FROM LOWER PORTION. ALL FASTENERS FOR 5HINGLE5 TO BE MIN, 12 GA.xl" CORROSION RESISTANT ROOFING NAILS W1 3i8" HEAD. USE ROOFING CEMENT FOR MAN. SPECS. 4. DRIP EDGE - MIN. 20 GA. GALV. STEEL AND OVERLAP A MIN. OF 2" DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES AND EXTEND BACK TO THE ROOF MIN. 2" DRIP EDGE TO BE FASTENED W1 MIN. 12 GA. CORRO5ION RESISTANT ANNULAR RING SHANK NAILS w 12" O.C. MAX. 5. FLASHING - MIN. 20 GA GALV. STEEL FASTENED PER MAN. SPECS. o. VALLEY LINING(CLOSED VALLEY) - PROVIDE (I)LAYER OF 3o" WIDE A5TM D 1910 COMPLIANT UNDERLAYMENT 5 SHINGLE / FL,48NINCx DETAIL UNDERLAYMENT TO CONFORM WITH A5TM D 221o, TYPE I, OR A5TM D 45/a9 TYPE I. PROVIDE MIN. 20 GA. GALV. STEEL DRIP EDGE " GYP. BOARD CEILING NAILER AS REQ'D. 1/2" GYP. BOARD ON PT. FURRING - 112" J-BOLT W/SIMPSON LBP5Ii2 WA5HEiRe32" O.C. MAX. (MIN. 6" EMBED.) CMU WALL BELOW LSTA-24 W/((o)3/16"X1-I/4" SIMP50N TITENS TO CMU (TY1 . EA. STUDXEA. SIDE) REFER TO FLASHING DETAIL FOR FLASHING REQUIREMENTS NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 4 TRUSS MAN. DRAWINGS CEILING GYP. BOARD IS NOT A DIAPHRAGM GABLE ENDeVAULTED CEILING(CMU WALL) 2x4 5LOGK5, (2) lod NAIL5 w EA. END. BLOCK ADJACENT BAYS w EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/5d NAILS fo 611 O.C. (5) lod NAILS BRACE TO BLOCKING, CONT. 2X4 - 2X4'5 w 24" O.G. REFER TO PLANS FOR EXACT SIZE OF O.N. \ PRE-ENGINEERED GABLE END TRU55 GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO 5PLIC{= AS REaT;). EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) lod NAILS. SIMPSON A23wEA. '%," NoL BRACE TO PLT. m 1/2" J-BOLT5 W/IWASHER5(MIN. o" EMBED) MIN. o" FROM EA. END AND Q 32" O.C. MAX. GABLE BRACING m 48° O.C. L5TA-12w24" O.C. BOT. OF PLT. TO MAX. 45° FROM HORIZONTAL GABLE TRU55, ATTACH STRAP TO PLT. lo') BRACING NOT REa.'D BEFORE PLT. 15 IN5TALLED WITHIN o'-0" OF EAVES Z\—TIE BEAM COURSE PT 2X5 PLT., CANT. FOR CLG. U1/(I)05 CONT. NAILING SURFACE CMU WALL 5EI-aW PROVIDE lod NAILS GABLE END TRUSS TO PLT.wl2" O.C. MAX. 2 CMU WALL GA5LE END IL L AT CLG. NT-5 2x4 5LOCK5, (2) lod NAILS d EA. END. BLOCK ADJACENT BAYS w EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING, TO 5LOCK5 w/Sd NAILS 3 Cx45LE ENDQFLAT CEILING (5,4LLOON FRAMED WALL) 2X4 OUTLOOKERS w 24" O.0 H-10 to EA. TRU55 PROVIDE 2x4 BLOCKING ABV. GABLE TRUSS w EA OUTLOOKER. GABLE TRUSS HELD DOWN 31i2" FOR OUTLOOKER5. GABLE END SHEATHING FASTEN PER PLAN. 511-1P50N HGA-10 w 45" O.G. 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