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HomeMy WebLinkAbout154 Venetian Bay Cir 04-844 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR d d e SUBDIVISION cn PERMIT # WO` DATE PERMIT DESCRIPTION AIL" bw- PERMIT VALUATION t 1 SQUARE FOOTAGE VOW MECHANICAL CONTRACTOR o d PLUMBING CONTRACTOR >' MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE a TM EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUIMERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 11 ; 3mi"L n i DESIGN REQUIREMENTS 1. DESIGN LIVE LOADS(MINIMUM): A) FLOORS - 40 PSF B) DECKS - 40 PSF C) STAIRS - 40 PSF 1 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 h'BC CHAPTER 16 SECTION 1606.1.1, REF. ASCE 7-98 CHAPTER 6) 1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 7-98, TABLE 6-1, PG.55) BUILDING CATEGORY = II (ASCE 7-98, TABLE 1-1, PG.4) 3. WIND EXPOSURE(ALL SIDES) =B (ASCE 7-98, SECTION 6.5.6, PG.28) 4. INTERNAL PRESSURE COEFFICIENTS(ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS = ;0.18 PARTIALLY ENCLOSED BUILDINGS = ;0.55 (NOTE: COEFFICIENTS I'OR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-98 DEFINITIONS CLASSIFYING AS SUCH) 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -45 PSF, +14 PSF (ACSE 7-98, TABLE 6-3A, PG.57) FOUNDATIONS 1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) 2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY TAPE SEAMS 3. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000 PSF CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" p:.. PLUS OR MINUS 1", 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 ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BET`1'ER(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 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". Model 1.614 MASONRY WALL CONSTRUCTION (CONT.) 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON TIIE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN TIIE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 30" UNLESS NOTED OTHERWISE ON TIIE DRAWINGS. 8. HOOKS AT TOP & 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. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO TIIE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. 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 BOTTOM PLATES OF LOAD BEARING WALLS MUST BE SOUTHERN YELLOW PINE NO. 2 OR EQUIV. PLANS REDIM.1,11EM CITY OF SMUORD REDRAW REVISIONS TO MASTER LT-R.L PRE -FABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD 'TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN 'TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE 4. "NATTIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY TIIE NATIONAL FOREST PRODUCT'S ASSOCIATION. 5. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN 'TIIE NOTES AND TOTAL DEAD LOAD. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS. 7. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF DL = 10 PSF(SHINGLE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) PRE -FABRICATED WOOD TRUSSES (CONT.) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 9 PROVIDE ADDITIONAL BRACING AND BLOCKING PER HID-91 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF TIIE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN TIIE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING BEND). 2. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOIN'T(BAR DOES NOT HAVE TO BE CONT. TO FTG.) 4. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS 5. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 7. MISSED META-16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED w/ SIMPSON MTSM16 TWIST STRAP(S) w/ (7) IOd @ TRUSS & (4) 1/4 x 2 1/4 TAPCONS © CMU EACH. USE (1) FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) FOR UPLIFTS OF 841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD. L-00 t_�, C\2cq V � � 8 co cD �o oa w 1� �� �_ .... o a Ra W nt Q O Z W :2 N z 0 4-) .� w F, Q e 0 Q ) o (/1 OO+, � P4 U] w " Z O U N � z O ram+ t- U O 0 O a a W t � C-i WP 0 � ac+� a� W wa ROBERT M. MONTA, P.E 3w c� >_cn WO-4 H IXE o F- �a a" ZA U� �o O� Li FA ~ U V 1 I I I LO r 2 Lim u Ua Oa o� W Q up', � v) wIx pm' H No x U� 4 Ixcn x LT L 0 ,� Cam+ F-A x� 0 z a z 0 Q w In 00 N 41 O d 0 U u 35' -011 L-cc -14 mot+ c\j C\l `i N 0 0 5'-41I 5 11 DI 2'-411 51-1011 7'-01' 5'-1011 I g NB --';.--- —----------- ----/-- r —— — — — — — — — — — — — )� \ I I 1 - FIN. r-LR I = la I I 1 r-------- ' =--=-- — -----21-111 3/4' RECESSED SILL 1 SLID NC-s CzLASS DOOR � I I I • 1 II I = \3HWR - II II -0- 1,111 - TUB UJ.C. TILE c�( L V. SHOIUER- 1 r I II TUB II - I I II 1 I Ev 11 1 0 I I / I_.I 0'-0" i AHu I a I FIN. FLOOR ( r LINE IN SLAB FOR ICE MAKER LINE__ I- \ 11W1 REF. 1 I R�L Dw— w 4 DIA. SCH 40 x'10 VCH 15 - PC ASE IN 1 cil SLAB FOR A/CFIT" C21 _ _ _ Ftl _ ' AIµ w T L\� — ---�----- — — 1 /G — _ — DI I I Q m I (_ I -0-411 � I IN. FLOG I I I I I r I 36 "X42 "X4' CONC. A/C I 21_811 _Q11 21 811 PAD 14 1 1 1 1 -T I D1 — I FIN. FLOOR I 1 I I I 1'-411ol I 24" x 24" x 12" DEEP I I CONC. FOOTIN(s w/ 1 3 #5 BARS EA. WAY 0 I N 18 r I I I/8 11 PER PT. � II I• I I 16 I 1 D2 1 I I FIN. FLOOR �I) I I 1 N g o _IF• I —/r WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND 5UILDER5 ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5EAUMONT 4 ASSOCIATES, INC. 15 NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSI=D AND NOT REPORTED TO REAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. V (2) #5 2'-K/11 51 - 011 35' -O" FOUNDATION PLAN 'Al 13 20'-0" 2'-0" (2) 15 E5.T. 3/4 "GW,HW BATH I 'LAV. 6A Y. I, " Sz GW,NW NWR W.G. 1/2 "GW,HW BATH eT �AV. W.G. r-, � I/z "CW,NW L.T. LAUNDRY KITCHEN 3/4 AHW WASHER K.S. 3/41 CW,HW 3/4 "C;W,HW -� NOTE: DIAGRAMS FOR EA. UNIT ARE SIMILAR EXCEPT WHERE NOTED 2 u 3/41 G;W,NW "CW WATER NEATER PLUMBING RISER DIAGRAM NO SCALE II • 3/4 'GW TO METER E30X TO CITY SEWER I I W Ct •V ?� _ P, w o a v1 a W nt Z W co Q Q ®r o o� W a U O U1 �' Co o r� � U O x a w ob W lLcfj wa ROBERT M. MONTA, P.E 3� 0 0 F U �o JE QA ZW 2,-q (to 00 cm WW ~ 0 U ICI 00 � W S O O D� Ua Oo a144 W -,zt }� W E-4 F-W Fc W-4 � w r , Fy-i 02 O 4 �cn N O Jd E-4 F- A 3:Z Op a. a OW Us-.4 WW W � U W (10 W Q:cn E ro 0 0 0 DENOTES OF=ENINGx SURFACE WINDOW SQ. FT. AREA AND DESI(-;N PRESSURES +PSF A (PSF) TiP. -PSF 1'-411 I9 D3 DI 35'-0" r. I H.B._�. IaI -all 12' - /_ 11 33.. 7 +27 E OE-2 (ol-211 �— --- P.C. - -�jCOV.' I = \� i� —�� I I V-4" CLG. I = I� -� — 64 MASTER BDRM. 22 +23 22 2'_Q" - 9'-4" CLG. -26 _ I If � U � = c0 — = FAMILY RM. _ = V -4" CLG. ARCH 0 1— 1 I R8S -------1� _ I C 13'-41l CLG. I N — = 12 u I4 e� '�' O 16 _ — 8 — 10II - - 2l_Q11 _ DOOR 1-1, BAH = - PH N. KNEEWALL 9'-4" CLG. D- TEL�ASS� DINING RM. - III q �09 -5 L4 TILE 9'-4" CLC�. TUS 1 19.6 +25 -28 I SHOWER o MIR. o TUB W/ LEDCzE a � 2 SHOWER 4211 A.F.F. VTR — 33.7 +25 E -27 ° N 5'-O'l — — CV 1 N BA. #2 11 I - 9 -4 2 -011 4 8 w.c. 9� 4" cLIG5. m BEDROOM , = — f — — = 42" COUNTERTOP' 39 1/2" H. PN HALF WALL _ 2" VTR,,Oj O _ 00 0W+26 16.6 -28 C = = I N DB SINK W/DISP X 1 W I _ 0ILI z �- cti p BAN j --iv 3 ��t ARCH cl 2_ g 4 X ---- 6� r — — O _I <( SPRING FROM ITCHEN � S' m///To S' 8° V-4" CLG. cil — TILEGP7` F \ 2 2'- 6' cv 3 ol r 12 — — = I — IREF. - 8 Z g'-4" CLG. r U 11 Z O lo�O-> - ' �6 4.86 16.6 - =1' - = 2 " `, H +26 - -J 3 o c I +26 C -28 -29 m�� _ -011 2 -411 4'-8" -' S'-10" II'-411 w _ -4" CLG. 203°� EL253 27 A15 DR tR VE -10 BEDROOMS#3 - 10 [)2 D �LG - =0 - - — 2 X 2 /- '�z" UPSET N - IT pr KNEE WALL 22 "x48" 1210„ A.F.F. ATTIC ACCESS = IA 2 O N 1 ENT �' �__,@ ' 12.7 III `t +26 - 35 — C2r1 - L — 12 0 16.6 +26 C I411 -34 l0 IS D2 GARAGE I DI 2 � 8_011 CLG. l,, I a� LINE OF C:A1P_4GE DOOR IN OPEN POSITION I , GARAGE DOOR TO BE RATED FOR 120 MPH WIND j 112 +22 1 -24.4 2 ,- / ' 16 D2 \ (2) #5 P2 1'-411ro'-4" 2'-011 1G'-O" 21-011 ol 20' -0" FLOOR PLAN 'A' UJHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, 5U15-CONTRACTOR5 AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 351-011 1/4" 0 V-0" #5 O DOOM' 5GI7-DUL. O kNIN D O !' l &:,,HEI�)ULE WIDTH HE16HT THICKNESS COMMENTS 1 5'-0" 6'-8" 1 5/4" 6 PANEL DOUBLE METAL ENTR 2 16'-011 �'-O" ------ OVERHEAD GARAGE DOOR TYPE LIGHTS GLASS HD. H(ST. BUCK DIMENSIONS 5 4'-011 6'-S" 5/411 EXTERIOR W/ 12" 5.L. A C-1/2-35 SEE ELE\/. CLEAR SEE ELEV. 21 1/4"XQ3" 4 g'-O" ------ TRIPLE SLIDING GLASS DOOR 5 C-1/2-35 SEE ELEV. CLEAR SEE ELEV. UJ W/ F )O 0LUTT0 5 2'-P " (2 1 5/4" FIRE DOOR C C-25 SEE ELEV. CLEAR SEE ELEV. 3-1 3/4"Xro3" 1 1/2" H.G. INTERIOR D C-25 EE ELEV. CLEAR SEE ELEV. 31 3/4,Ixro3 1 1/2" H.G. INTERIOR E (2)C-25 SEE ELEV. CLEAR 8'=0" 143/4"Xro3" g 2'-0" 6'-8" 1 1/2" H.G. INTERIOR F C-34 SEE ELEV. BSC/TEM g'_0ll 531i8"X50% q 2'-g" 4'-0" 1 1/2" FIRE DOOR G TRANS FIXED CLEAR 9'-211 50" X 16" 10 5'-0.1 1 NOM. BI-FOLD H C=25 PEE ELEV. CLEAR SEE ELEV. 3-1 3/4"X63" 11 4'-0" 6 _g III NOM. BI-FOLD I TRANS FIXED CLEAR 9'-211 50'' X 14" 2 2'-0" 6'-P" 1" NOM. BI-FOLD U TRANS FIXED CLEAR 9'-211 " �jII OUJ14II TOF 13 2'-6" 6'-g" ------ POGKET 14 2'-611 6'-g" III NOM. 151-170LD 15 (2) 2'-6" V-8" 1 5/4" DBL. FRENGH DOORS 16 2'-g" 6'-8" 1 5/4" EXTERIOR MTL. W/ WINDOW 1-7 2'-4" 6'-8" 1 1/211 H.G. INTERIOR 18 1'-611 " 6'-5 1 1/5" H.G. INTERIOR 1Q 6'-0" 6'-g" 1" NOM. B1-FOLD 20 12'-0" V-0" ------ TRIPLE SLIDING GLASS DOOR 21 q'-0" al-O" ------ 3-PANEL FRENCH DOOR 22 8'-O" 8'-O" ------ SLIDING GLASS DOOR 23 61_011 g _011 ------ PAIR FRENGH DOOR5 24 31-01, 8'-O" ------ FRENGH DOOR 25 6'-0" g'-O" ------ SLIDING GLASS DOOR 26 5'-01, 8'-O" ------ SLIDING GLASS DOOR AREA TA5ULATION GENERAL NOTES UNDER A/C 16 14 SQ. FT. 1. ALL EXTERIOR WALL SHALL ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN GARAGE 422 SQ. FT. AND FOUNDATION PLAN FOR C.NLU. WALL REINFORCEMENT LOCATIONS. COVERED ENTRY 52 SQ. FT, 2. WINDOW AND DOOR SUPPLIERS SHALL COVERED PORCH 114 SQ. FT. CURRENT ROUGH OPENING INFORMATION WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SHEDULES ON TOTAL SQUARE FEET 2202 SQ. FT. PLANS. 3. CABINET MANUFACTURER SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON PLANS. 4. DO NOT SCALE PLANS, DIMENSIONS ARE TO BE FOLLOWED AS NOTED. LINEAR FT G A L L, 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SIIALL COMPLY WITH SECTION 2405.2.1 OF' THE FLORIDA MAIN HOUSE 62'-5' LINEAR FT. OF V-011 BLOCK BUILDING CODE 2001 EDITION. 6. ALL GARAGE/OVER HEAD DOORS SIIALL BE MAIN HOUSE 152'-211 LINEAR FT. OF 9'-4' BLOCK LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 PATIO 23'-4" LINEAR FT. OF 9'-4'I BLOCK TIMES THE DESIGN PRESSURE. 7. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15 TOTALS 115'-6IL LINEAR FT. OF 9'-411 BLOCK FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.), OR PAPER BACKED MTL LATH FOR STUCCO. APPLY WITH A MINIMUM OF 6" VERTICAL LAP (UPPER LEVER OVER LOWER LEVEL) AT VERTICAL JOINTS. FASTEN PER MAN. SPECS. 1)5L, 2x12 r7HEADEIR ABOVE (2)16d NAILS LEGENDCOLUMN T022x4 FRAMING INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR I LOAD BEARING ). 12'-0" TOP OF CMU 9,-�„ TOP Or- C.M.U. INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). 10'-0" TOP OF CMU - INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR f7Ti7TTT� (2)1/4"x3" TAPCONSTO LOAD BEARING ). 9 -4 POP OF CMU LL G.M.U. INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR NOTE: LOAD BEARING ). 8'-0" TOP OF CMU RUN -1/I6" OSB SHEATHING INDICATES WALLS TO BE UTILIZED FOR TRUSS FROM EXT. TOP Or- BEAM TOBOTTOM BEARING 2x4 WOOD STUDS C� 16" O.C. U.N.O. OF FRAMING CONT. NAILED PER SCHEDULE. INDICATES 25 GA. MTL. STUDS O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS 1 ENTRY SECT I O� ONLY.) (U.N.O.) INDICATES FILLED CELL WITH (1) VERTICAL #5 GROUTED SOLID, (U.N.O.) BAR TO BE CONTI 0 BOND COURSE TO FOOTING, REFER TO COVER SHEET FOR SPLICE AND BEND REQ. DENOTES OPENING SURFACE WINDOW TYPE AREA AND DESIGN PRESSURES A +PSF (PSF) TYP. -PSF PAD OUT OPENINGS WITH 2X45 — EA. SIDE. FASTEN TO MASONRY .�..._,.._.__ ._....__. ____ ___..._.._. _...__....�. �,.—.....W/ pia "X3" TAPCONS EVERY ro" O.G. _ ,: �• , ,. JA +fir �\ `� � , \ -,�„.• ELEVATION `1~ AEUIEP FROM EXTERIOR PLAN VIEW 2 BAYFRONT WINDOW DTL 1/411 I 1 00 � iL vy o W c\t 4 O U z w fI] C\2 2 �' a� 'mow E4 Q Q 0 W rn O (n O � Q) z = M 0 i� z O 70 c\2 i IM w U 4� fir. W4 ix ra a. w RORERT M. MONTA, P.E 3U _ cnLd o CZh0FC7� _� �, z Uao wz .w Ao 3n vig OU Foza: w � � IN W z4' in 0a Zx D ^' o aw N w IX C-1 O�W H 0 4A Z_w �o 00 cq ww =o C 1 ~U 00 I— In � w z O Q D Ua 00 o� W w Z W �-{ hw C�D O a V) r-1 F- w w � 0 (2) �0 H O a�f CAE aA Orb Lr(n dA O U� Nw w MU wp VIM w mW a Um z 2 O U �co c\l I I c� c co co o0 o 48 �. ®� a a V1 04uj o W c� a � U z w cf) rQ o 4- J w H Q Q ® W � vi O �0 0 V) Q i Un W Pr U O Vj ) Z O 0) H U D a O W l W U a� W .,I a. aq w w� ROBERT M. MONTA, P.E 3w U >-cn W" x�h I U p _0 3� aw OU a� ww to Ow a °" am n w 0:E4 OW h 0 J� aA Z_w O" � O O� ww Io hU V 1 OU h4 W Z,� 0 Ua Oo oa ww w hW O co U � h- w r � a� �0 0 a a(n W I h O 0 F- A 2� vo IxEn >- w aA O U� mw w �U wp w W ixco rn Zm E-� to W h _a U O N a a z a O O 1~ � U N O + Q> N crd h I O a O A 1 B OPT ml 9'- TOP OF: ARCHITE LEFT SIDE ELEVATION 1/011.1-01 WHILE EVERY ATTEMPT HAS BEEN MADE To PREVENT HUMAN ERROR, CONTRACTORS, 5U5-CONTRACTORS AND BUILDER5 ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAU" IONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 5" RAISED 5TUCC0 — BAND - L— 12 SHINGLE ROOF SCORED — STUCCO 12'-0" AFF. DETAIL — ENTRI' 1' - 0 CRICKET 2x6 5U5-FA5GIA W/ ALUM. LRAP AND DRIP EDGE (TYPICAL) Y TOP OF TIE BM. +I' - TOP OF TIE BM. Ll 11-41 El❑❑❑�D DTYP� (TYPJ SCORED BANDING SCORED BANDING J ARGHITECTURAL EE- FINISH v I I 1 1 0-0" FIN. FLR it-, FRONT ELEVATION 'Al OFF -RIDGE VENT ROOF V-4" AFF. 4FF. TOP OF T T o TIE BM. REAR ELEVATION 12 6 1/411 = 11_011 W-0" AFF. TOP OF TIE BM. ARGHITEGTURAL FINISH 0'-0" FIN, FLR�_ FRIG;NT SIDE ELEVATION ve• - v-m" )FF-RIDGE VENT SHINGLE ROOF 9'-4" AFF. TOP OF TIE E3M. I I o� 00 4-4 d �+ W a� O a t/] o W c� Q Z W co rQ ryD i co 4-J w Q Q ® W vi o A &O 0 w Z z Q � Q) v _ U PW � O cn z c- -J O F- U a O m a W fi.':F ' U cn Q W aA !?_j w W a ROBERT M. MONTA, P.E 3w c� } w� HF-z aH o�W t- 6Q J� QA Z_W O� �o 00 W_ W O V 1 O� � W Z� � Q Ua Oo oa G*, Ww w F-p 0 w rI H to I —I m W m w� r , a0. H too I FE �u) W F- 0 0 .� EE F- A _� Oo mcn >- w aA O" U Vw W rY U wp to w acn cn U pd Z to W F- Q U O to Q �I O Q) O V V O ° c 0 F- O } a U w I v m C"jCQ co cl� �o o o 00 W m • �1 ?� a V P, 0 m ® W cat Ix p +� FN- Z W cq 2 O Zh rrTT� Q ® W Q, O V l . H O����--''-----'''111111111 V/ rrrt^^-1 � Vl w 0 ^�\ W 2 U � O fA �. cd Z c� 0 y H U D Q 0 m a w.. a t �j pvU� eta a(n Q a En W Du LL A (L w (� wa ROBERT M. MONTA, P.E 3W U aU O� w w1�4 0� a.ti- a(O DV-1 as w a aO w(� t z 0 QA Z_W 0" FX 0 O0 CQ WW 00 u w Zp O D� ()a Ua 0 O� wT WE �04 r}{ mil W 0134 rC a W w a� 0 Q �0 2 C9 p aU) 2 NW F- O O q1� E F- A 2� 00 }W aA O UW U1 W w aU w� W W au) Z C-� UG vi w a U 0 V) V) Q 0 Z Q F- Z 0 Q W m 2 (9 } IL 0 U m �00 c\t cat V � � I c� �o 00 W a4-4 o U d a o Ld W cat O H z w co C\l i H '� w Q ® WQ o va O o+, w pq 14 U1 Jj 0 cid U] =0 U 0 Z -)� O F- wa ROBERT M. MONTA, P.E 3W U 0: E-F 3 I— �O Qp Z_w U� �o Oo CQ ww OC � W zR O O ue Ua Oa o4 W wW � �a W Oa z � w� O V)C Mcn WW I— O O f... A 2� 00 rxCZ }- W n.A O 0: wr �U W' D V) a m ZE-� V1 w a U O v? Q w �f t� g� 1/2" GYP. BD. ON 2x4'3 � � /2' G. .B. OVER VAPOR � 10" O G - PRE-ENGINEERED WD TRUSS, 24" O.C. ARRIER W/ R-3 IN5UL, TEXT. FINISH ON 1/I(o" _ ETWEEN 3/4" P.T. VERTICAL OR 15/32" O.S.B12 R-30 INSULATION . V I URRING e 24" O.G. 8 � L- i---1 � co 2x BRCx. EXT. WALL HURRICANE ANCHOR AT EACH TRUSS -1 II 8" (--MU BLoGK 31,211 GONG. SLAP(2500P.5.IJ - ITYP) 6 REFER TO ROOF PLAN -1/2 CONC. SLAB(200P.5.f. - '/2" J-50LT5 e," FROM W/(ox& 10/10 W.W.M. OR \ o 0 EA. END OF WALL /�oxro 10/10 W.W.M. OR (I) 5 FROM FTCx. TO & SPACE � 32" O.C. _ _ _ _ - t \\\ w 4-'� IBER REINF. GONG. FIBER REINF. GONG. (eQ MIN. 1=MBED) :' I r' ." Cd TIE BEAM SPLICE To \ BE MIN. 3®" GROUT ON /o MIL. VAPOR =III --I I IT=� I=1 I I —III-" _ _ _ _ - SHINGLES ON m_ •.-� N ro MIL, VAPOR a CELL SOLID BAIRRIE -- i — _ Z ARRIEfR - PT BOT. PLT. - - = _ - r -I I (— I I (� I (I -I ((-III- - `' 1�_411 (APPLIED ACCORDING TO MANUR SPEGJ O U " ---III--• z -=��' - - -_ -- -_- ���, 15# ROOF FELL ON ROOF � SHEATHING ON ROOF TRUSSES. a' ' 6 •�'+ ' Z' — ' ° '• ,�•. � �'• { — I I�i '•�• Y 'a' — I i III � .� w _ _ _ t_ _ _ � -III- ,.'� ..• ul.-I � I ;_ - I�- �� ��, ,� � � o � � r r r; ELEVATION VARIES a I I I=1 I 1=1 I III 1= _ GRADE .i I_1=1 I 1=1 I I =I I I=1 11= GRADE A/C CHASE11= �' ' 'iTII: e I I�I I-1 I i III —I I - _ _ El TOP OF MASONRY N 1 i I� I ' - 1 I I 4 PVG SLEEVE :III . A/G CHASE °....: I I- _ o LEAN I (I=1 1 -) I I-"111= I I I=1 z GLEAN III--III=_=III = .I I Iz. (-- TI-IiRU STEM WALL( I (=11 �_ ICI) 4" PVG SLEEVE = '`+ `'''_ • • `� -I I/2" DRYIUALL <� ALUM. DRIP EDGE oMPACTED FILL I I=III-III- I I -( =I I I� I I I COMPACTED FILL I I�11(=I I i .:' I I=1 I I=�: III I :I I h ��� Imo. O� - 1 — < N TNRU STEM WALL -III=I II�I1=I I - 2x6 R.S.G. FASCIA z �5 o STANDARD I I i ; ° 1= �`+ �Eio STANDARD 11= I I= ' °, I I_ _� Ix2 Pt NAILER o +-� EN51TY AND �- ' L _� DENSITY AND(- : - I N ERMITE TREATED I=) :� } ' '� p, : '.; t ',,'•• :. I I I= TERMITE TREATED '=I + ::d' `.,''•� :+: =�1 I I VENTED ALUM. SOFFIT rn Z Q I -1 -1 I I- , ...I ; I ®W Qtw 0 o o 8'xlo' GONG. FTC. 8"xlro" GONC. FTC. TYP. SINGLE TIE -BEAM m W W/ (1) #r5 CONT. GROUT w r� P' '' to WHERE 2ND STORY OCCURS W/ C2) #5 5 CONT. WHERE 2ND STORY OCCURS W/ C2) #�a'S GONT, WHERE 2ND STORY OCCURS WHERE 2ND STORY OCCURS - - SOLID z FTG SHALL 5E 10" x 2011 ON CHAIRS. FTC SHALL BE 10" x 2011 ON CHAIRS. FTG SHALL BE 10" x 2011 FTG 5HAL11- 51= 10" x 2011 U �n W/(3�'5 [3AR / 3 BAR W/l3� BAR W/l3�'5 RARpq 1 /2 DRYWA PRECAST LINTEL vi �. S`r EM WALL W1 STEM WALL W1 6TEM WALL A/C CHASE S"1 EM WALL A/C CHASE LL PER PLAN o CMU SL.00K 3/4"=�'-�" 2 WOOD FRAME 3/�11=�'-ID" 3 C~'IU SLOCK 3/411=1.011 � WOOID FRAME 3/4"=V-0 tu t ALUM. FRAMED WINDOW } X W/ SCREEN w - ❑ FILLED DELL MARBLE STOOL r W/ I# 5 TIED CONT. ROD WWILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, PRECAST CONC SILL o� CONTRACTORS, SUS -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW „ Ix2 FIT FUR STRIP wu tr:3 -' IN FOOTER ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF 1/2 GYP. BD. EA. SIDE OF 2x41S e IG II ®C AT 16 O.G. 8x8x16 GONG BLOCK ate, CONSTRUCTION. BEAUMONT 1 ASSOCIATES, INC. AND MONTH CON6UL'I'INCx AND NON LOAD w� �`� SLAB SLOPES AT pESIC�N, INC.(MCp) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, I;t1 PER FT AWAY ERRORS, OMISSIONS OR CUSTOM CHANCES MISSED AND NOT REPORTED TO BRe. WALL C�ARACcE INSULATION ON VERT REINF. BEYOND om.A FROM HOUSE BEAUMONT 4 ASSOCIATES, INC. OR MCC) PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL II EXCEPTIONS. w I =4 J-BOLT v 32" O.G. (MIN EXTERIOR FIN15H (SEE ELEVATIONS) m ROBERT M. MONTA, FIX 4" CONC. SLAB GARAGE INTERIOR N �" EMBED) 6" 2 1/411 INTERIOR 3� Ill to FROM EA. END Ix4 PT BASE NAILE [ IK SP-4 EA. STUD w`~ z� 4 Pfi BOT. PLT. TOP4BOT. _ to } WOOD BASE ~ z H Sr FIN. GRADE �; �, 2w Qz I A- MAIN FLOOR 3P_ aN WIZ 4 4a _ ,I.--,_ _ ' . •�' —1 i (—III- t ^`. n•i �. t'i. _ (I ELEv o'-o" Q'W zai izo • • a I —•a a —I 1 (—! ;I I'— _'-1 I II 111 I I •a i •" ° +�' •a • 1 �.,7 F WV _ E 11 _ I I 1=1 I-rrl=rr�rn=rr>=rrr G.M.U. FOUNDATION d F w ,I I' I IF =I - . _— I:^I I Lam{ I i —1 I I^III `I _ w - z (3) #S S CONT. — _ I I 1=1 I I, oW pox W/ 3" MIN. CLEAN I I IVI11; 1 1—I I I— -1 I I=1 11=1 I i�l I=1 11= 11= 11-1 I IIF�= w_ �— - _ _ _ _ _ 1011 = '--III--III III --I _ z 24„ _ No REINFORCEMENT REQUIIRED ' I 1 ; ,III, ; ,I 1 I, ; ,III(, ; ' '' ; 111= I I (i I — _I I ( - 2-#5 CONT. _ } �H 4 X 24 XI2 d GONG _ . r- - 0 p OOTER W/3 _ _ 1=_' OD EACH WAY F_ -111i1I�I-III �,��I1�1111 I{ III No GLEAN COMP, TERMITE 1,_�„ i �I CLEAN COMPACTED �0 TREATED FILL POISON TREATED z W FILL COLUMN FOOD' � NOT U5ED OFFSET' FOOTING OFFSET' FOOTING o� �R DETAIL � ONON a � UJ�1LL S�CtION UJ/ CMIJ / StE1,°f' WALL � _ 1 11 11_ 1_ 11 3/� -1 0 3/4" = i'-,a" RINC 3/4 -I ->� SfNC 3/� _> >a ��_ �_ �� ho W h� OC (n COMP. SNINC-sLES OVER 15# FELT� � O ON 1/I6" O-S.B. MIN. (zn Ill Ua Oo - PRE-ENC•sINEERED TRUSS � 24" pa /2 GYP. TBD. EA. SIDE I/2" C�YP. BDO.G. W/ HURRICANE ANCHOR w . EA. SIDE � SP-4�EA. STU� O 2x S ') I&" O.C. �OF 2x4'S � 16 ON EA. TRUSS O.G. D woz TOP4E30T. U.N.O. Fa 5P-4�EA.5TUD craw, Q0 112 "X 1" EXPANSION To D450T. U.N.O. Z� I--1 (� GHoR5o32" O.C-1" EXPANSION PT BOT, PLT. U PT. BOT. PLT. ANCHORS�32" O.C. -„ - a .°. .t ..,b.a ''�� �,. .•; `•1. ,4 : . �..:•,SEE ELEv a•a :1\i III —III= -III -I I 'd. �'�'' ,` ° , I (=11 !' _ '', y• "° y°'i i • pv ,�' =1 ! I""—'' = 4 ' ; _ 0 -III=1 11=III=1 :• 11=1 I-- I I -1 I=1 I I=� I i; ..' . J'' I=1 I i O -I=1 I h1 1 I � -, ► - � �,' •�•'` ::�t.•'s<, —I i I� V� R-3D GATT INSULATION ___.-2) #5'S CONT. _j IIIIIIII ((II(-- I 1- ;ii::.•..•*` 1/2'' CKYP. BOARD I-III_mcn W/ 3" MIN. CLEAR ' "-" #-! i 1- 1 R811 8" C3) 5'S GONT. 10 10 FILLED LINTEL BLOCK W/ 1115Ile eO W/ 3" MIN. CLEAR " coNT. HORIZ. W/ 30" SPLICE MIN. 0 REFER TO CASTGRETE SPECS 46 E- FOR LINTEL REQUIREMENTS I-W 00 aA OW NW INTERIOR ; tUJO �'�R. SECS'ION - OPENING >E, g INTERIOR 8E�4RINC� 3/4"=1'-0" I,a 11_ 1_ 11 Ig w� STORY SEARING 3/� -1 ,a 3/�"=1'-�" WN x� Um Z Ey 3/4'' RECESS #5 4 ROD IN FILLED CELL - PER MFG. �i) SLIDING- I_ AS PER FLOOR PLAN vi SPEC' GLA55 DR. TIED TO GONT. ROD IN w o Q WALL BEYOND FOOTER $LINTEL ROD U � ABOVE O V _ _ a 31i2" GONG. SLAB W/ FIBSLOPE ERMESH _ _ = 3'i2" CONC. SLAB W/ FIBERMESH (OR W/(ox(o 10/10) FINISH GRADE - - (OR W/6xro 10/10) OVER �M riSa. - - OVER (OM VISO. Q p �11 3-I/2" CONC. SLAE3 - � p -4 . Z I II O r1 •I I n - GRADE ...{:. ;.. .. 5IIp� INCb.�V55 DR. _ - - - a w m _I N 41/2" GASIN a , 'y _ _ b dill �I111= N"14-R II,;,I- Ia�ISLOPE I_ aQ roALUMINUM fiNRESHOL w 8x8 THICKENED " x 8" THICKENED - I I--- I I --I ( I - EDGE W/ I -#5 5LAB W/ (1) #2 CONT. CONC. SLAB(2500P.S.1. 3/4" RECESS I� 1 CONT. W/rox(o 10/10 W.W.M. OR - DRIVEWAY SLAB FIBER REINF. CONC. = PER FF14 E OT II II I I I- -III --) I ( ( a. 8 X I io CONC, _ , , 0 ON (o MIL. VAPOR - EXP JOINT FOOTER W/ 2 "5 41 CLEAN, COMP., U BARRIER - = ROD CONT. AGE TERMITE TREATED N PER MFCx. = - FILL SPEG'S. - /� WHERE 2ND 5TORY OCCURS EXTERIOR DOOR FTG 5HALL 5E loll x 201, 13 THICKENED EDGE 11_ 1_ 11 1� THICKENED EDGE 3/4"=�'-�" I5 NTS GARAGE CURS W/(3,'S BAR GARAGE DOOR 3/4 -1 ,a �'OUR�J� SILLS I� DETAIL 3/4"=1'-0" � D15L TOP PLT, ---HURRICANE CLIPS OR _ TRUSS ANCHORS - SEE _. ANCHOR SCHEDULE GYP. BOARD (4) Pdx2" MIN. TOE NAILS EDGE BLOCKING EA, JOIST TO TOP PLT. NAIL RIM BOARD 'a)6" O.C. STRAP TOP PLATE, kIEALDE 2x4 STUDS I(o" O.C, CRIPPLES TO�ETH� !R W1 02 (OR r�ETtER) 5YP OR 5PF SIMPSON SP1 OR SP4 LT5A 10 MIN. U.N.O. GMU WALL PLATES TO STUD PER PLAN CONNECTION AT 16" O.C. . 2x DBL. GYP. BOARD —TRUSS TOP PLT• 2x4 STUDS 16" O.C. I F #2 (OR BETTER) SYP ABOVE PRE=ENG-�. 2x STUDS u1 FLOOR SYSTEM /@ 16" O.G. MID SPAN BLOCKING-_' 5ETWEEN EA. STUD IL STG-40 DBL. TOP PLATE MID SPAN EA. STUD E�LOCKING ANCHOR BOLTS (4) ECG. SPACED ...... 2x PT BOT. PER PLAN /z GYP. BOARD PLATE. 3/16"x 3 1/4" SIMPSON . fMPSON SPl OR SP4 PT BOfiTO TITENS w/ WASHERS, z" J BOLTS �32" HURRICANE CLIPS � 16" O.G. PLATE � 6" MAX FROM TOP SPF STUD **SHEAR WALLS TO BE ��z" GYPSUM � 2x4 P.T. PLATE AND BOTTOM WALL BOARD STAGGERED, BLOCK O.C. MAX 6" EMBED. ALL EDGES, STUDS e 16" O.G. No.6 6" MAX FROM E.A. END FFfi z" GYP. BD. 11/4" SCREWS TYPE W OR 5. FASTEN REFER TO FOUNDATION FDLAN FOR PLYWOOD OR O.S.P. 4" O.G. PANEL EDGES AND FIELD.- AND LOCAF IONNG SIZE STRAP TOP PLATE, HEADER FOR UPLIFT INT. LOAD IMPSON SPl OR SP4 CRIPPLES TOGETHER W/ 3 ii�-��i �� �-fiEXT. FRAME WALL CONN. P PLATES TO STUD LT5A 12 MIN. U.N.O. 2x4 P.T. PLATE 6HEiRWALLDTL, I��_,ISEARING ULL 1-1/2ITO 5LOCi< WALL DET,4I� ONNECTION AT 16" O.C. �� _ �� 2x4 STUDS a 16" O.G. J" BOLT a 32" O.G. #2 (OR BETTER) 5YP OR 5PF ID SPAN ELOCKING_�- _ (lam IN TIE BEAM ETWEEN EA. STUD '' C1)#5 BAR IN PRECAST LINTEL ANCHOR 15OLT5 NOTES: ALL LAPS 48 BAR DIAMETER MIN. Qu PER PLAN 11/z" GYP, BOARD 00 (2)#5'5 VERTICAL WINDOW AND DOOR ASSEMBLIES TO CONFORM (Lq IN GROUT FILLED IMPSON SPI OR SP4 TO FBC 2001 CHAPTER 11 SECTION 1-10�1.4 RUNNING BAR NOM. 8" KNOCK=OUT xOm (1�5 CONT. IN TIE CELL HURRICANE CLIPS ,@ Is° O.C. ALL CONNECTIONS BY OTHERS SHALL BE BLOCK ��� BEAM COARSE (1 VERTICAL IN 2x4 P.T. PLATE CAPABLE OF RESISTING THE DESIGNATED GROUT FILLED CELL WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN). DOWEL LAPPED PROVIDE HANGERS TO HOLD ifhREFER TO FOUNDATION AM WITH WALL REINF. GROUT OARSETIE SOLEID -� BAR IN PLACE DURING POUR, PLAN FOR FOOTING 51ZE 2X PT 5UCKS/NAILERS SHALL EXTEND BEYOND L REFER TO MAN. SPECS. FOR AND LOCATION INTERIOR FACE OF WINDOW, FASTEN a SPACING REQUIREMENTS H. BUCK TO MASONRY W/l/4"X3" TAPCONS NOM. 5" CMU 6" FROM EDGES AND 16" O.C. MAX. PROVIDE SCREEN WHEN BUCKS LESS THAN 2X TO BE FASTENED BLOCK BELOW IS NOT W/GUT NAILS OR EQUIVALENT, STRUCTURAL REQUIRED TO BE FILLED CONNECTION OF WINDOW TO STRUCTURE #5 CORNER BAR INS". LOAD I5RG. WALL/ KNEE WALL ON TOP E5Y OTHERS IN THIS CASE, GROUTED CELL NOTE: ALL HOO<S I 2 STORY/ WALL ASV � OF Cl" U WALL 1-1/2" = V-0" UT GONSTRUG. ED AND SIZED PIER NOTESCES TO BE 5 WINDOW/DOOR 8 I YP. CORNER uE RT. NOTE: TIE BE 4M COURSE MAY BE USED ILO OF R MUST RE BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN E3UCK NOTES NTS WALL REINFORCING NTS 12 TIE I EAM DTL. �,%1,�-�,� I� fi�E5Ai�' DETAIL NTS 2x4 STUDS e I(O" O.G. 2x4 STUDS 1@ 16" O.C. r *2 (OR BETTER) 5YP OR SPF 12 (OR BETTER) SYP OR SPF LTS-16 1/2" GYP. BOARD'/z" GYP. BOARD PRE - ENG. PRE - ENG. FLOOR SYSTEM FLOOR SYSTEM M5TC-40 EA. STUD 2 X (o X 12 P.T. OF OPENING CENTER BUCK � MIN. L5TA-12 RAFTER TO RAFTER OVER RIDGE ®� I 1" EDGE 1 1/2" EDGE-) 2 1/2" EDGE- 2XO RIDGEB Aid 3/8" DIA. ANCHOR t �f Z- 2 X 4 P.T. 7 T � TOP BUCK 10dX3" 1- Q COMMON Q X Q X �{ L � ��� — 2 X 6 P.T. BUCK EACH �� �� FASTEN SYP OR SF' SIDE OF OPENING �' `~ I/2 IodX3"`' - I/¢ P 2X6 (MIN. WIDTH) PLATE COMMON— THRU -I/16" 0.5.5. SHEATHIN 3/8" DIA. J-BOLT W/ 5-I/2" EMBEDMENT 10dX3" X X TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON • FAT EACH DOOR BRACKET, EACH SIDE OF COMMON Z Z 2X6'5 2 24" O.G. MAX. DOOR. PROVIDE I=1/2" X 3/16" T�41CK Z OFF. SIDE u SDS SCREWS 2X6 PLATE TO u TOP CI�ORD OF EA. TRUSS BELOW WASHER W/ EACH ANCHOR. 4 N N FASTEN CONVENTIONAL 2X VALLE 0) x I0dX3" c0 -X RAFTER FRAMING (OR PRE-ENGINEERED COF. VALLEY TRU55E5) TO 2X PLATE WITH BUCK SPECIFIED BY � OPP. SIDE) WINDOW/POOR X SIMPSON H2.5 CONNECTORS (5-5d NAILS) MANUFACTURER AT EACH RAFTER TO PLATE CONNECTION START BOLTS AFTER NOTE: ARCHLE55 WINDOW5 SIMILAR GARAGE CURB (2)2X4's (2)2X(o's C2r1X8'8 N-r5 �l�C� DETAIL NTS 1/2"GYP. BD. � ARCH WINDOW 9 2X 5I�ILi'-UP STUD GYP. BD. FRAMING ��i�fL 13 COLUMN DETAILS�1'2"=�1-�11 sT'TP. VALLEYCONNECTION STRAP TOP PLATE, HEADER � STRAP TOP PLATE, HEADER � CRIPPLES TOGETHER W/ SIrIPSON SPI OR 5P4 CRIPPLES TOGETHER W/ IMP50N 5P1 OR SP4 LTSA 12 MIN. U.N.O. TOP PLATES TO STUD LT5A 12 MIN. U.N.O. 4" BACKSPLASH ONNECTION AT 16" O.G. O PLATES TO STUD CONNECTION AT 16" O.C. OUNTERTOP 2x4 STUDS a lb" O.G. 2x4 STUDS a I(o" O.G. 5 1/2" r #2 (OR BETTER) 5YP OR SPF 02 (OR BETTER) 5YP OR SPF EXTE1,1D To PAST E3A5E 1# 5 BAR GONT. 7/16 O.S.B. 1.. F 11D SPAN BLOCKING-� MID SPAN BLOCKING ETWEEN EA. STUD --�'� BETWEEN EA. STU 2x&'5012" O.C. 4" MTL. STUDS � Iro" O.G. BUILDING WRAP 17 MSTAM=24 EA. SIDE 1/2" M.R. GYP. BD. tl1 -BEAM OF EA. STUD TO CEMENTITUOUS FINISH TIE BEAM BELOW ANCHOR BOLTS ANCHOR BOLTS CERAMIC TILE - i 1 GYP' BOAR® CEMENTITUOUS WATERPROOF / PER PLAN �z GYP. BOARD PER PLAN z REGESSE IMP50N SPI OR SP4 PREC,4ST HOLD O_S.E. B4GK 3/16" FIN15H STOP SEALANT IMPSON SPl OR SP4 HURRICANE CLIPS 1�" O.C. HEADER HURRICANE CLIPS a 16" O.G. FLASHING BASE CABINET 2x4 P.T. PLATE 2x4 P.T. PLATE i: 2Xa PT BOT. FL-T. REFER TO FOUNDATION REFER TO FOUNDATION FT HAILERS A5 REQ'D. viz" J-BOLT W/SIMPSON PLAN FOR FOOTING SIZE PLAN FOR FOOTING SIZE 8" GMU WALL z TUB AND LOCATION AND LOCATION MBAPX(MIN. 7 EME3EDI)O.C. POURED CELL W/1 #5 BAR 11/2" GYP. BOARD--�" CEMENTITUOUS FINISH CONT. FROM BEAM TO FOOTING. BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER 19 INS'. LOAD 5f RG- WALL / 2 INS". LOAD 5f RG. WALL, � COUNTER/TU5 2 6TORY, WALL A5u 2 STORY DOOR 5UC< DTL• NTS I� STEP DOWN TIE 5EAM 14 WALL SPLICE DETAIL 1%11211-011 WALL DETAIL —TIE-BEAM PRECA HEADER �� I L PT 2x4 NAILER rx4LKS.EATHING LAN PREGAaT SILL iU �I co n2 n2 V � � I I 00 w _ O U a co!) W nt Q Z W nt i �G) 4-J �� w H Q a ® W co 0 A4-5 V) 0.i to O _ AWA O UPL4 Zd O H U 0 O a w t3 cA U W a w W ROBERT M. MONTA, P.E 3W U W cn U(v 2� 3� au O� w ww N Pa a s am D� af4 W ah O w V) z 0 a� zW �o 00 cq WW =O ''U W 00 � W o wm Ua 00 o� wW L' WN Fz- W U N W M� O (2) No o a acn W F- O �H =wz U0 rw aA O U� V! W w wU W,:) (1 W M� U z 0 Z Q F- z O Q w m .y a� 0 L d' I CD o co II C\2 C\2 o C b N U o G2+ + ) 'd vU1 w Q) co U 'd 2X4 BLOCKINGoEA. OUTLOOKER 2X4 BLOCKINC-��i)EA. OUTLOOKER COMIDMITIOhl614WLE50VERIVFELT (ROOF SHEATHING SPAN TO BE (ROOF SHEATHING SPAN TO BE ON la" OAD,MR 2'-0" MAX.) END NAIL W/(2)Irod 2'-0'' MAX.) ENE) NAIL W/(2)Irod NAILS EA. END r 2X4 OUTLOOKERS NAILS €A. END 2X4 OUTLOOKERS (2)I�od NAILS PLT. TO (2)I(od NAILS PLT. TO PRE-ENGINEERED TRJ$$ * 24' e24" O.G. MAX. STUD TOP450TTOM(TYP.) Q24" O.G. MAX. STUD TOP 4BOTTOM(TYP.) T(ENE) NAIL PLTS. TO STUD) (ENE) NAIL PLTS. TO STUD) NEACH ORICANEANGHOR 2'-0" MAX. 1/1G " O.S.B., NAIL 2'-0" MAX. ��+ 7/lro" O.S.B., NAIL -' PER NAILING SCHEDULE F/7SIMPSON H1=I0(TYP.) PER NAILING SCHEDULE SIMPSON H1=10(TYP.) —� 2X FACIA, END NAIL _ _ _ W/(2)lod NAILS,@€A. END NAIL EA. OUTLOOKER END NAILA. OUTLOOKER - OUTLOOKER W/(2)lrod NAILS TO TRUSS W/C2)lrod N fLS TO TRUSS toPOFMAsaTRr DBL. 2Xro� 2X FACIA, END NAIL DBL. 2Xa TOP PLT. W/(2)1(od NAILSOEA. TOP PLT. m BMGLE TIE -REAM W ER TO ELEVATIOM OUT L OOKE R wuprILcNTlNuous HOLD WALL DOWN 31i2" HOLD WALL DOWN 31/2" R-VBITT FOR OUTLOOKERS PRE-ENC-4. ROOF TRUSS 2X8's1@IG " O.G. FOR OUTLOOKERS ' R-3raBAT7M9lLATION PRE-ENG. ROOF TRUSS (TYP) l\ 1/1G" O.S.B., NAIL O.S.B., NAIL I/1° G7P. BOARD a I'-9" MAX. PER NAILING SCHEDULE 1'-9" MAX. PER NAILING SCHEDULE ' FILLED LMiEL BLOCK W/ 25 - ?kl COW. HORIZ. W/ 30" SPLICE MIN. 2"xb" WOOD PASCIA WITH CGNTMUCU$ ALUMU M DRIP EDGE COWINM FEMRATED ALUMINLM SOFFIT X X X X X 1/2" J-BOLT W/SIMPSON 1-51`5Ii2 WA51-4ER032" O.C. MAX. I/2" GYP. BOARD 1/2" GYP. BOARD CMIN. �" EMBED.) CEILING NAILER CEILING NAILER 2XG'sal6" O.G. W/FULL AS REQ'D. DEPTH{ BLOGKINGa AS REG2'D. - r 8' -:a" O.C. MAX. CMU WALL B€LOW 1/2" GYP. BOARD 1/2" GYP. BOARD ON PT. FURRING LSTA-24 W/(ro)3/1("XI-I/4" SIMPSON TITENS TO CMU (TYP. EA. STUD)(EA, SIDE) REFER TO FLASHING DETAIL FOR FLASHING REQUIREMENTS VERTICAL KNORCEMENT J7L NOTE: PROVIDE ADDITIONAL 51 OCKING AS RFO'D. PER HI5=91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD IS NOT A DIAPHRAGM NOTE: PROVIDE ADDITIONAL BLOCKING AS REO'D. PER 1-1I5=91 4 TRUSS MAN. DRAWINGS %� �I /� \ / %� t �I CEILING GYP. BOARD IS NOT A DIAPHRAGM 4' CONCRETE BLAB GA5LE E1 `ADO �l AUL I ED CEILING � GA5LE EI `1DOVAULTED (5ALLOON FRAMED WALL) CEILING(CMU WALL) 3/4"=V-0 II 9dOPE SLAB VB" PER 1'•0" 2x4 BLOCKS, (2) Irod NAILS a EA. 6TARTMG AT REAR WALL OF HOUSE END. BLOCK ADJACENT BAY5 a EA. DIAGONAL AS SHOWN. FASTEN ROOF d ° SHEATHING TO BLOCKS w/8d NAILS I'-"" M FMISH GRADE d a roll O.G. ° ® j WALL PLANE CONT. 2X4 '/ 2x4'52411oC. Ihd NAILS 14'x24'xYl" GOtJGRETE \ / \/\\\��// \\ \\ FOOTER W/ 3-5 APPROVED f2 APPROVED MOISTURE BARRIEBRACE TO REFER TO PLANS FO RE6AREACHWAr NOT LESS THAN NO. 18 FELT BLOCKING EXACT SIZE OF O.H. OR KRAFT WATER PROOF COVERING GLEAN COMPACTED FILL WITH TERMITE PROTECTION MIN. 2G GA. GALV. STEEL CONT. FLASHING PRE-ENGINEERED GABLE 6 SECTION T H R U LANAI END TRU55 D3 3/44"=1'-0" FASTEN PER PLAN. HING SHINGLES TO HAVE SELF -SEAL STRIPS OR BE INTERLOCKING AND CONFORM WITH ASTM D 255 OR ASTM D 3402 PROVIDE 2x4 BRACE TO SPLICE AS REO'D. EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) Irod UNDERLAYMENT TO CONFORM WITH NAILS. SIMPSON A231@EA. \. ASTM D 22ro, TYPE I, OR ASTM D 48/09 44° HOLD- BRACE TO PLT. TYPE I. SHEATHING PER c PLAN m 1/2" J-BOLTS W/WASHERS(MIN. 6" EMBED) MIN. ro" FROM EA, END AND PROVIDE MIN. 2ro GA. n,„ 32" O.C. MAX. GALV. STEEL DRIP EDGE` GABLE BRACING a 48" O.C. L5TA-12a24" O.G. SOT. OF PLT. TO ROOF PLANE MAX. 45' FROM HORIZONTAL GABLE TRUSS, ATTACH STRAP TO PLT. BEAUTY SHINGLE GLUED (+/- to*) BRACING NOT REC-V BEFORE PLT. IS INSTALLED W/ MASTIC OVER FLASHING WITHIN 6'-O" OF EAVES TIE BEAM COURSE PT 2X8 PLT., CANT. FOR GLG. W/(l)"5 CONT. NAILING SURFACE CMU WALL BELOW PROVIDE 16d NAILS GABLE END TRUSS TO PLT.al2" O.G. MAX. CMU WALL GAE3L E END W/FL AT CL r-3. NT, 2x4 BLOCKS, (2) Irod NAILS a EA. END. BLOCK ADJACENT BAYS a EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS NOTES: a IG " O.C. I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP (UPPER LEVER OVER LOWER LEVEL) 4 0" 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 2X4 W/ SUCCESSIVE LAYERS. OUTLOOKERS a 24" O.G. FASTEN PER MAN. SPECS. NOTE: ALL FASTENERS FOR UNDERLAYMENT TO 4) Irod NAILS (2) IGd NAILS H-10 a EA. TRUSS BE MIN. 12 GA.xIl/4" CORROSION RESISTANT ANNULAR RING SHANK OR COIL ROOFING NAILS THROUGH 32 GA.x15/a" OUTLOOKERS OUTLOOKERS DIAMETER TIN GAP. TO TRUSS. TO TRUSS. PROVIDE 2x4 BLOCKING ASV. GABLE TRUSS a EA. 3. SHINGLES - OUTI=00KER. FASTENING - (4) NAILS FOR EVERY FULL SHINGLE, I" FROM EA. EDGE a 12" O.G., NAIL ROW TO BE GABLE TRUSS HELD DOWN LOCATED APPROX. 55/e" FROM LOWER PORTION. 31/2" FOR OUTLOOKERS. ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GA.xl" GABLE END SHEATHING CORROSION RESISTANT ROOFING NAILS W/ 3/8" HEAD. FASTEN PER PLAN. USE ROOFING CEMENT FOR MAN. SPECS. 4. DRIP EDGE - MIN. 20 GA. GALV. STEEL AND OVERLAP A MIN. OF 2" PROVIDE 2x4 BRACE To DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES EA. ADJ. DIAGONAL FASTEN AND EXTEND BACK TO THE ROOF MIN. 2" TO DIAGONAL w/(2) trod DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION NAILS. SIMPSON HGA-10 a RESISTANT ANNULAR RING SHANK NAILS a 12" O.C. MAX. 45'' O.C. 5. FLA5HING- MIN. 2ro GA GALV. STEEL FASTENED PER MAN. SPECS. ro. VALLEY LINING(CLOSED VALLEY) - PROVIDE 0)LAYER OF 36" WIDE ASTM D 19-10 COMPLIANT DBL. 2x4 T0P PLT. UNDERLAYMENT GABLE BRACING a 48" O.G. MAX. 45° FROM HORIZONTAL (+/- to') SIMPSON HI-IO DIAGONAL TO TOP PLT. SIMPSON H-10 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, p I AGON.4I-TOTOP PLT. FASTEN SIDE WALL CONTRACTORS, INFORMATION AND �l"IIN ERSPRIOR ARE UR3ECOMM TO �T"t IN 1 / ���i�T IN SHEATHING PER PLAN. REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. REAUMONT i ASSOCIATES, INC. IS NOT CUSTOM CHANGES 5 �y I � �� � � � CEILING FOR ANY MISINTERPRETATIONS, ERRORv, OMISSIONS OR CUSTOM CNANCaES j, J 3 M155ED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO C 5 A L L ®®N � �AM E j""�� � WALL) 3/4 n _� � _ 0 u CONSTRUCTION. NO EXCEPTIONS. ++'-' I I co c� o0 m • tad ,.� �; o ®a U o a W rat O Z W co r\2 rr") H ' w Q Q ®w Ul O 0 W co r o U ui L z O C"2 1-- 0 0 0 0 a a W i= a Ld aA a w w� ROBERT M. 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