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HomeMy WebLinkAbout2116, 2120, 2124, 2128 Rookery Ln (plans) (a)DR"AWING INDEX 00 'q - SHEET NO. DESRIPTION tr(°n N °' rn co 0) C-1 COVER, INDEX, REVISIONS, r"" r iv O J ' i� C LL C) � L BC2 BUILDING COMPOSITE FIRST FLOOR PLAN rA 7Y H c� r. CZ BUILDING COMPOSITE SECOND FLOOR PLAN MA F M -ID M S CZ N fl 't O C1 N N BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS }' BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS d0- C=DH BC6 BUILDING COMPOSITE ROOF PLAN LOCH LAK TOWN HOM S 1.1C UNIT TPTH05EC FLOOR PLANS AND DETAILS N d- O 1.2C UNIT TPTH05EC ELEVATIONS AND DETAILS SAN -FORD, F ORIDA 1.3C UNIT TPTH05EC BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER } ©m ca W C M d' O 1.4E UNIT TPTH05EC ELECTRICAL PLANS 0 U 2. 1B UNIT TPTH03B FLOOR PLANS AND DETAILS CL BUI LJ. DING 2.21 UNIT TPTH03B ELEVATIONS AND DETAILS4) r 21 � �� Cl)cn.a OM 2.36 UNIT TPTH03B BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 0" C N N 2.4E UNIT TPTH03B ELECTRICAL PLANS a �? 0 S *109 � _3.1 A UNIT TPTH01A FLOOR PLANS AND DETAILS C Q Ln,� 3.2A UNIT TPTH01 A ELEVATIONS AND DETAILS 3.3A UNIT TPTH01 A BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER r�' >` J O (`OW+- 3.4E UNIT TPTH01 A ELECTRICAL PLANS © "'� �� N Z 4.1A UNIT TPTH03EA FLOOR PLANS AND DETAILS 6:12 g, 4.2A UNIT TPTH03EA ELEVATIONS AND DETAILS e,ry g 6:,z w d 4.3A UNIT TPTH03EA BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER s? 6.z®®®�arrrrii�ii�'' a 4.4E UNIT TPTH03EA ELECTRICAL PLAN ' °•• y/ a wee ee a� ee .® S1 STRUCTURAL NOTES . y z �� ® ®e , nIq{' +: -UJac; S2 BUILDING FOUNDATION PLAN 6:12 !V s: t2 zS3 DOWEL LAYOUT PLAN / N DO . FLOOR FRAMING PLAN S4 O S5 ROOF FRAMING PLANjr S6 LINTEL PLAN ❑©❑❑■�o�� ®0000®❑ �� ❑❑❑��©©❑ SD1 FOUNDATION DETAILS ®��®� ®®®,�®® ❑❑ ®®® ®®® I r SD2 GENERAL DETAILS SD3 GENERAL DETAILS E1 TPTH03 TPTH01 TPTH03E SD4 GENERAL DETAILS TPTH05E 109 108 107 106 SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS ELEV. C ELEV. B (REV) ELEV. � A ELEV. A (REV} SD6 FIRE SEPARATION WALLS AND DETAILS , cze Q w SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS a w ■ rider & Owner go SDg FIRE SEPARATION DETAILS Construction Documents Conceptual Design Structural Engineer ■ �ONwZCU & Project Coordination of Record a �� ooa U) A E- `. w TF Design, Inc. Quadra Design�w��E- Studios Inc. MAAl-%'oCQ 6685 Arroyo Dr. A CONSULTING & DESIGN10172 S DESIGN Melbourne FL, 32940 of WMR AND ASSOCIATES, INC. w 0� 2171 Avenue road, Suite 302 w North York, Ontario M5M 4134 Cert. of Authorization No. 9177 400 park Avenue South _ TEL: (321) 288-6274 TEL:(416 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 EMAIL: tfrost@t-f-design..com info uadradesi nstudiosAltamonte Springs, FL 32714 Winter Park, FL 32789 Coq g .com TEL: (407) 681-1917 TEL: (407) 599-9994/3- �3""2 o PF q REV�S�ONS GENERAL DESIGN CRITERIA 77 7 0 Ld OCCUPANCY CLASSIFICATION - R3 SPRINKLER APPLICABLE CODES: p CONSTRUCTION TYPE - 513 REV # DATE DESCRIPTION FLORIDA BUILDING CODE, 2010 Q 00 09/28/12 ISSUED FOR PERMIT AND FBCR 2010 DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010z I— A) FLOORS 40 PSF FLORIDA MECHANICAL CODE, 2010 W J B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 � � 40 PSF SAFETY CODE NFPA 101 2009 CN LAJ C) DECKS LIFE SAF _ ,� cv D) STAIRS - 40 PSF NEC, 2008 V E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC U J z NFPA 13R 2007 - BC 2010 REF. ASCE 7-10 NFPA 72 2007 0 � U I WIND DESIGN LOAD INFORMATION (PERF ) 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH - � `� 0 = 2NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT a AREA CALCULATIONS n :2 -1 M DESIGN DRAWN BUILDING CATEGORY = II QUAOR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B BUILDING HEIGHT = 2 STORIES CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 DWG.No. 5 ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS BUILDING AREA Jos No. SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: 2010/2 FIRST FLOOR WITH GARAGES . 4,222 SQ. FT. SCALE AS NOTED FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF SECOND FLOOR 3,943 SQ..FT. DATE 09/28/12 FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF TOTAL AREA 8,165 SQ. FT. C.1 SHT 1 OF 20 ._., w ..�„.�,�� .,_.m��, .... ,.� 6:12 M .. M I ~' 6:12 72"x96" PATIO ® o®0000000000Am ✓ DOOR N 0 pcy WV..yyta W Ld c— I®�y/r °O000!°°oo OJ D V� i W i 00 M .. M I ~' 6:12 72"x96" PATIO ® o®0000000000Am ✓ DOOR N ®Ilf�ll�ll ®�I u ®�ulu� ��������,�e■®■�ulul ■,� 1LUELul —� 106 T03E 107 TPTH01 108 T'L- @!E TELH03 IEL- P"- PTH05ELEV. 'A' (REV) ELEV. 'A' 'B' (REV) EV. 'C' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 109TPTH05E tLEV. 'C' L TH03 108 ELEV. 'B' (REV) - =" II_1111�11111"_ �IIIIIIIIIIII'= 1111111111111 ISI 1M�1 �ITI� E1 E2 E3 E4 @LTH01 _ 106 TPTH03E ELEV. 'A' ELEV. 'A' (REV) FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR d' 0 •E TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD o TOP OF WINDOW FIN. SECOND FLOC TOP OF MASONRY TOP OF WINDOW FIN, GROUND FLOOR 4 p I I � 00 z 0 9-- h U LLJ ul Sol ® o®0000000000Am ✓ N 0 pcy WV..yyta W Ld c— I®�y/r °O000!°°oo OJ D ul Sol DRAWN AS NOTED DATE SHT OF BC -4 W J �-- z 0 W Ld c— DRAWN AS NOTED DATE SHT OF BC -4 (•O 0 c— D V� W 00 Z ��F- :2 0 U 0 —I = W I-- �- N U _J LLJ U C) IL :2® m DESIGN CHECKED DWG.No. JOB No. SCALE DRAWN AS NOTED DATE SHT OF BC -4 8:12 \ -1-- 6:12 6:12 109 TPTH05E ELEV. 'C' TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 6:12 -1-,- 8:12 7 72 58 14 7 72 7 72 00 00 FIN. GROUND FLOOR FIN. GRADE FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS106 LP"ALEV. T3EE'' (REV.) 4 UNIT BUILDING LEFT SND RIGHT END ELEVATIONS skis„ = 19_099 6.'\2 6:12 6:12 5:12 �1 6:12 6:12 Z U TOP OF PLATE TOP OF WINDOW SECOND FLOOR TOP OF WINDOW FRONT ENTRANCE 'B' WALKWAY 'A' WALKWAY 'A' E4 E1WALKWAY 'A' 9SHUTTERS E3 SHUTTERS CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 i?NIT BUILDING ENTRE' SIDE WALL ELEVaTIONS 3/16" = 1'-U" FIN. GROUND FLOOR 0 I rl I ®®wotauu!!!j Lu o 0U. 0 • � �� Imo, eZ ►� 0 ®i lowZ .'�®gyp01 e/a 'O®®C., °� a 000a.e.•�0 00 z �o CQ o CQ Q Z E - I I O A 00 � 'm' z =oa z � W O O :ECTRtC METE NIGH, E .: 6:12 6:12 Z U TOP OF PLATE TOP OF WINDOW SECOND FLOOR TOP OF WINDOW FRONT ENTRANCE 'B' WALKWAY 'A' WALKWAY 'A' E4 E1WALKWAY 'A' 9SHUTTERS E3 SHUTTERS CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 i?NIT BUILDING ENTRE' SIDE WALL ELEVaTIONS 3/16" = 1'-U" FIN. GROUND FLOOR 0 I rl I ®®wotauu!!!j Lu o 0U. 0 • � �� Imo, eZ ►� 0 ®i lowZ .'�®gyp01 e/a 'O®®C., °� a 000a.e.•�0 00 CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 z �o CQ o CQ Q Z E - O A 00 � 'm' z =oa z � W O O OP4 N z �-- Ld W-.!4 Lij L,J e 0 T— CD CD O cnD LTJ d p o0 z LiJ ®o U < ) 0 = 0<® CD �:2-jm 1 DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 5/8" PTD. PINE LEDGE W/ 1" PROJECTION 2168 SF PTD. WINDOW CASING w _ .-. U WW � (n U 0 w z c Vn ry W m J u � _ Z z _ z d W J u Z 0 w w W Q Ow.. W lY z 0v op af x 0 Q J I- z Q O n O p J <V) W X I- H- O 0 O N 1- O z_ C1 © D H O z w Oz 0 2'-8" � 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 271" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 26>' 63" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 281" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES 0 W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 13 SF 5/8" PTD. PINE LEDGE W/ 1" PROJECTION 2168 SF PTD. WINDOW CASING w 08/28/12 11 ■ i C U W m zww _Z I- 1- Q J I- W Z O <( U z QO _ o = ca x 0 D mLL C1 O = H z L� m Lj Oz 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 1B 3'-0" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1 D S-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E S-0' 8'-0' 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2� 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. �P 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9CLG. TYP. 0 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. IN d - I 0 N 0" 5'-8" 10' 0" PATIO 10'-0"x 10'-0" CONCRETE LINE OF SYNTHETIC STONE WAINSCOT 6080 PA 10 DOOR W98 HIGH FG. WINDOW 5'-4" A 3 AC W53 W53 GATHERING ROOM 0 I N W98 42" HIGH KNEEWALL W/ 1 PTD. PINE CAPPED 313" HIGH FG 5'-6" 3'-4" 7'-1" WINDOW F. A. - -o PASS THRU_ F. A. r -1 IN N DW 0 FOYER , �, N Y , TILE/ / �b J o Q -116' 0 1- Q m a- 10 - KITCHEN Is w� CtfElf cD 6„ x30„ L �6_J oISLAND D sr• W23N JD C14 �v O A 000 Lu Cn � o Cn SEE DRAWINGS Q BY CABINET f UP 17R �1 MFR FOR ' -I I LPAN. KITCHEN CAB ELEVATIONS I 6 I of 00 SIN W92 I I LO DINING ROOM `n PST '14I MIRROR TI LE I/ II O P W D ^0° DOOR TILE z -I� 7, I -- I � n13 13>, 8 9'-10" w GE I -5" 16 S-1" IL L=7 � LO ED (-)0'-4" III �EOPN� I I � T HWT N 1'-0" PROVIDE III I PROVIDE 5/8"TYPE "X" I - - - I PNDER ARRIER DRYWALL I - - I �ND WALL UNIT ELEC UNDER STAIRS METER ELECTRIC LL _ J 2'-46" LOC. PANEL � B w 3 a w _______ GARAGED LINE OF FLOOR ABOVE��I�r � 2 I I o a I i I I �0 I I I LINEIOF SYNTHETIC STONE WAINSCOT 2'-6" 16'-4" 20'-0" FIRST FLOOR PLAN 1/4 " = 19-099 16'0 7'0" O.H. DOOR L0100 A m TIN LD I in 20'-11" LbJ H- CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE �J BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD w SHEATHING, 2x4 STUDS @ 16" D.C. TO = p 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING J o 60 11 x42"x20 O ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE w SOAKER TU - - - - - - - - - - - - - J INSULATION, 1/2" INTERIOR DRYWALL FINISH. 7 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE N F \\ / / _J w Of Q RATING OF 1 HOUR WHERE LIMITING DISTANCE In _ T_ _ _ _ Q Z IS LESS THAN 3'-0" CONCRETE LOCK M , S I R SUITE � r Ir- O FINISHED TOE TURESH 2 COATINGCP PER BUILDERS 18 GROOUR MASONRY PARTY UND FLOOR PARTY WALLALL u FROM TOP OF 8 CARPET Q = M SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED n I- COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 00 GIBATH rt2Ir 0 a- CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 00 H I STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO OASIS TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT TILE I' tY g' OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. O p CC m STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. Z :D :2 BLOCK. FI -FOIL AA -2 VAPOR SHIELD T C O 0 m REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL w cn INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR icn N _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY r 9 HIGH COFFER \ 11 SHEATHING. SHAT LINER ASSEMBLY PER UL IWBELOW, DFO \ / \ INTERIOR STUD PARTITIONS HEA \L - - _ - - _ _ -U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS x 0"MAX S2 ®IGHT.O C SPEC. FOR2 STORIES TO 10' 0001 p 1 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION ID +� I SD6 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER �� i- DRYWALL BOTH SIDES OF STUDS, MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. rl NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED HIS _ I Z SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS / O MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM - - / Q m O ED O EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. PROVIDE p � FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION !, I AN UNDER bi bi z w UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE > 111111 w W.I. C z WASHER II Q WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF ®, � �1 � q C7 - WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS Q ® 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION `° = r - - - TOPROVIDE R38 BATT/ BLOWN INSULATION AND v °•° °••w HER O - OPT.\rF-�- PERS 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH ®~ $� v �ij w w 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 .. m i Z = L W. I . C. _ TIN - - W D - O R702.4,2 • _® N'ivo ; z 01 ® p 8" DROPPED �� pN INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: �� .�� 0: ZJ� bJR Y \ / 13 R311.7.3 ° •zp BULKHEAD C T TILE X 1.) STRINGERS SHALL. BE 2x12 SPF#2 (P.T. • AT U L Y MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES ®,, °• (/$�m®� m / \ BASE) EQ A L SPACED & ANCHORED 1.) ® m m�� : -,,- 4'-8" 4'-8" 5'-2" 3'-2j., 2 5'-5"L- TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) ,.® ®mmV ••m• ®® W 2 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED s % 4 mmmm a Q _ STRUCTURAL ENGINEERS SPECS. 0 3 PT. TUB & OPT. IN EVERY SLEEPING ROOM 5 " 5" BASE CABINET 2. TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE //�'r 1111111®®®® J O DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. ' LL_ o r� _ -I_1 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE I , w p CL OPT. I 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE Iy1PPERI N DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 0 r Y L = = J MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE BEDROOM TIN - o � 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" I w r2 - c FOLLOWS C) m cn CARPET m w MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING ,II w _ MIN. TREAD = 10" = 44" ABOVE FLOOR w 0 C Q U I MAX. NOSING = 1 1/4" +� I- p0 1 ,1 Z iv MAX. RISER = 7 3/4 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) Z z w MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, U O MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE d, i` - OW97 J 3 1, 2„ FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE Q 0 N MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS11 �N I I 0 00 I Q J O AHU I MIN. CLEAR STAIR WIDTH = 31 1/2 W Z U O 0 FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING s w w W o MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) VjQ Z E+ Z z 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT Y MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE [Wi Z a "I 0 = - AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATERQ,' O .II U_ LINEN RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 0 E'' A TIN p 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR I --I N 44 C3 0 14 7 HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. E"I ~'' ,� �-• 3' „ 3>, 5�" - O MIN. STAIR HANDRAIL HEIGHT = 34° JUNCTURE BETWEEN EXTERIOR PLASTER AND x z 4 , 3 4 2'- 4 o MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT O I COMPLYING WITH FBC2007 R613.8.1 � A ►x O di MIN. INTERIOR GUARD HEIGHT = 36" ~5 .... 3 MIN, EXTERIOR GUARD HEIGHT = 36" Cn Z E-+ BATH FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE Cn W W NO MAXIMUM 4" BETWEEN PICKETS. orf TILE DN 17R �/ca HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR C TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" I...1 O Ih" N I SPECIFICATIONS, HANDRAILS TO TERMINATE IN WIDTH I TO WALL OR NEWEL POST PER FBC O - R311.7.7.2 CONTINUITY I- ['^I F" C"I E" Pr TIN 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS - O Q'i N 4 68 - - - - - SECTION 402 COMPLIANCE g WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL Q OO O N O WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) o ' SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED 2-2068 � w INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM w BI -FOLD Q z < SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE J NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON OLd Li > WALL& CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. m -1 ¢ = O 5/8 TYPE "X" DRYWALL ON CEILING OF BEDROOM 2 a_ 0-M � / GARAGE WITH LIVING SPACE ABOVE & 1/2" J r CARPET J � 0 J SIN DRYWALL ON WALL BETWEEN LIVING SPACE Q TIN 9 CEILING Q � 00 AND GARAGE MIN, R-11 IN WALLS AND _j I FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL o � m T JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC 4 12'-24 0 0= m R302.11 (4) - FOR C.MFR.U. WALLS, ALL DIMENSIONS - - �w N Q ARE MEASURED FROM FACE OF IW - - - - - - - - - -I CONCRETE MASONRY UNIT. (EXCLUDES nn VAULTED DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR U CEILING TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. TO 10' AND WEATHERSTRIPPING. /R(OOF BELOW ( - FOR EXTERIOR STUD WALLS, ALL 11 PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM a EGRESS (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE LLJ sink RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. z W27 36X74 W27 (EXCLUDES 7/8" CEMENTITIOUS FINISH 0 0 ARCH TOP O CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 00 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 3'-1" 3'-32„ 3'-2" 3'-2" 3'-7" 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. z Fj ,. 2.5, & 90BEND = 5Ld 1'-0" 7,_0,. 13'-21 2 '' ' - SQUARE FOOTAGE CALCULATIONS ARE LIJ 0 _ 1 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, 0 ~ S Eu" 0 N FLOOR PLAN STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER EL EVA TION) AS OUTLINED D X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS Lj ATTIC AT HATCH LOCATION. (R-30) RIGID I 0 INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) 1/4 - 1 -0 2'-5" (, HALLWAY ART NICHE OPTIONAL CANNED ELEV. 'C' LIGHT 698 SF PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 13 SF 5/8" PTD. PINE LEDGE W/ 1" PROJECTION 2168 SF PTD. WINDOW CASING PTD, BASE BOARD 2'-6" COUNTERTOP KITCHEN CABINET �p i iv �)PREP. KITCHEN SCALE 2:1 ISLAND AREA CALCULATIONS (ANSI) ELEV. 'C' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1027 SF TOTAL A/C AREA 1725 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2168 SF >- <L LLI U Ln CE <00 - CL :2 ---1 F -- DESIGN DRAWN QUADRA AT/TJF CHECKED SHT 0F TJF DWG.No. JOB No. 9Q5/117 SCALE AS NOTED DATE 08/28/12 11 ■ i C SHT 0F 6:12 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH /Tvo\ .. riIN1orl luruuriU n. I Ir.) PRECAST STUCK ON STONE VENEER [�6"WIDE x18 1/2" HIGH x1 /2" EQ. ��JIT PROD. PTD. POLYURETHANE I Lij BRACKET N0, BL2955 BY I Ld SPECTIS OR EQUAL (TYP.) 6:12 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH /Tvo\ .. riIN1orl luruuriU n. I Ir.) PRECAST STUCK ON STONE VENEER SIDE ELEVATION " C" 1/4 V-099 1'-8" VARIES _f 7" �3"4" SCALE 2:1 A 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 4" A E L Eu" SECTION NICHE METER AT METER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER I RIDGE LINE WHEN PAIRED W/ TH02 6:12 2"x3" RAISED STUCCO PLASTER Z HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ 6.12 SMOOTH FINISH (SEE DETAIL) Q OP OF PLATE U TOP OF WINDOW L) 28 44 o � o CO pry CO N N s o 0 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) r� FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND oo®►� 1 i 111 /r DOOR SURROUND DETAIL WITH o`�`` y UU 'Ile, W d FLAT HEADER (SEE DETAIL) - ® V� I O 0) El �� LL ra eee •°e s� (V eco) Q �-y ® F. `aI°e Q Q '�,�®O®°°epi Q FIN, GROUND FLOOR i®s� e`as`e a r) �®511911 j',1l9��`J,•.� O FIN. GRADE co U_ FRONT ELEVATION "C" 1/4 �!I` = 1 9-0 19 6:12 o 37"x72" 1'-8" K ti o EQ. EQ. -IN I Lij N Qzow� I Ld 4" LID 9 SIN I cV E -m HEl 77 gy� �Ax©a w 3/4" RECESS � �-1 SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION " C" 1/4 V-099 1'-8" VARIES _f 7" �3"4" SCALE 2:1 A 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 4" A E L Eu" SECTION NICHE METER AT METER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER I RIDGE LINE WHEN PAIRED W/ TH02 6:12 2"x3" RAISED STUCCO PLASTER Z HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ 6.12 SMOOTH FINISH (SEE DETAIL) Q OP OF PLATE U TOP OF WINDOW L) 28 44 o � o CO pry CO N N s o 0 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) r� FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND oo®►� 1 i 111 /r DOOR SURROUND DETAIL WITH o`�`` y UU 'Ile, W d FLAT HEADER (SEE DETAIL) - ® V� I O 0) El �� LL ra eee •°e s� (V eco) Q �-y ® F. `aI°e Q Q '�,�®O®°°epi Q FIN, GROUND FLOOR i®s� e`as`e a r) �®511911 j',1l9��`J,•.� O FIN. GRADE co U_ FRONT ELEVATION "C" 1/4 �!I` = 1 9-0 19 6:12 o 37"x72" 1'-8" K ti o EQ. EQ. DOC I Lij Qzow� Ld 4" 9 U °o D E -m HEl 77 gy� �Ax©a w E- x Z F_ L j L.,J [-4 a P4 C12F OUN � ® w VARIES W LL] �I 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER SIDE ELEVATION " C" 1/4 V-099 1'-8" VARIES _f 7" �3"4" SCALE 2:1 A 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 4" A E L Eu" SECTION NICHE METER AT METER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER I RIDGE LINE WHEN PAIRED W/ TH02 6:12 2"x3" RAISED STUCCO PLASTER Z HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ 6.12 SMOOTH FINISH (SEE DETAIL) Q OP OF PLATE U TOP OF WINDOW L) 28 44 o � o CO pry CO N N s o 0 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) r� FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND oo®►� 1 i 111 /r DOOR SURROUND DETAIL WITH o`�`` y UU 'Ile, W d FLAT HEADER (SEE DETAIL) - ® V� I O 0) El �� LL ra eee •°e s� (V eco) Q �-y ® F. `aI°e Q Q '�,�®O®°°epi Q FIN, GROUND FLOOR i®s� e`as`e a r) �®511911 j',1l9��`J,•.� O FIN. GRADE co U_ FRONT ELEVATION "C" 1/4 �!I` = 1 9-0 19 6:12 o 37"x72" 37"x72" ti 72"x96 PATI DOC Lij TOP OF PLATE TOP OF WINDOW 7/8" STUCCO — PLASTER FINISH (2nd FI. TYP.) — 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.(TWCOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) FIN. GROUND FLOOR FIN. GRADE REAR ELES'ATION "C" 1/4 99 = 19-099 io 0 co ell, SHT OF 1.2C ti o U Lij Qzow� Ld 9 U °o D E -m HEl 77 gy� �Ax©a CL E- x Z F_ L j L.,J [-4 a P4 C12F OUN � ® w W LL] �I LLJ SHT OF 1.2C U Ld z ®4 00 77 Z L j L.,J � ® w 0 I_J Iry < d a- n `l (---- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 1.2C 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 0 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 TH N ALUMINUM 0 METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDI G AND BONDING UDERGROUND ELE'U".- RISER FIRST FLOOR. 1/4 9� = 19 -C E L E u` T R I u" A L 1) u 0 w(ml fraloo \III 0 I , 3" MAX. BETWEEN TRIM AND SWITCH C /E- — TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 13 PROVIDE ATTIC 3HT W/ SWITCH ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION L,U I— COMBO CONNECTION MOUNT AT OREFRIGERATOR 60 " A.F.F. SMOKE DETECTOR O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. LIGHT FIXTURE MOUNT AT 76" A.F.F 1211111111 -al V O DISHWASHER CONNECTION, OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION, MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER GENERAL. ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR. TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED, NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE, SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT, CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10, VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1.SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3, ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4.ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5, ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SCALE A5kSNflUMD SMOKE DETECTOR 07/16/12 EXAUST FAN L,U I— COMBO SMOKE DETECTOR WALL MOUNTED - LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $J LIGHT FIXTURE RECESSED CAN 4 -WAY SWITCH $4 LIGHT FIXTURE DIMMER SWITCH $d RECESSED VAPORQ PROOF FIXTURE ry 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLET =m__ FLOURESCENT GFI OUTLET� LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRFCT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FT -V] FUTURE FAN TV LL PHONE JACK ELEC. SERVICE I F-- LL] PANEL SPEAKER PREWIRE SPra- C) c Li CODE SIZED J BOX Q WITH BLANK COVER DWG.No. JOB No. 905/117 SCALE A5kSNflUMD DATE 07/16/12 L,U I— B— ry LbJ LL �J F— U F-- LL] LLJ L,J =V_V LL U) C) c Li Z 00 z cn � w � LTJ 0 i- < L,J Ln LY_ <0o - n :2JI— DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE A5kSNflUMD DATE 07/16/12 SHT OF 1.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 2668 CHAS STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, OPT. BASE 4 w U BFC CABINET II 26668 L N D R Y 1'-0i" 7 DN R O 40" HIGH KNEE aCDLdw LLJW FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH WALL. W/ PTD. o X N C) U aCl)J C7 w z 0 .. GALV, METAL LATH w/ WATER RESISTANT p Wp BARRIER PER ASTM C 1063 & APPROVED of z HOUSE WRAP, 7/16" OSB EXTERIOR S _ z z 2 d w 10'-0" MAX. HEIGHT (SEE STRUCTURAL m a < Z cn w w a I I Of z ~ = w J � U� Of D" U C7 Q CD z L� p U J d WI- w LL- - _ U CD 3:: U I - TIED TO CONTINUOUS BOND BEAM AT TOP z z J p W 2'-8" � D � 0 a z W FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R-4.1), 1/2" 1 A 2'-8" Ir -O � R4 21 W.I.C. 1 � g 1B E7- 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 26�" 508" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 634" 11.59 NO YES W23 1 H6 SH BLOCK SINGLE HUNG 261" 72" 27j" 72" 13.25 NO WRAP, FINISHED SOFFIT W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES W m O W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES F. W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.001 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W91 48x50 SH BLOCK SINGLE HUNG 48" 50R" 48j" 508" 16.88 NO SCALE AS NOTED W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAXIMUM 4" BETWEEN PICKETS. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES IN WIDTH W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON & CEILING BETWEEN GARAGE AND LIVING SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) OWALL 9 SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER C 2668 CHAS STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, OPT. BASE 4 w U BFC CABINET II 26668 L N D R Y 1'-0i" 7 DN R T PROVIDE - - 40" HIGH KNEE P UNDER 1 13 1 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH WALL. W/ PTD. o X w m x II SPECIFICATION OVER 7/8" THICK PRIMED 3 PINE CAP MANUFACTURER. (SEE STRUCTURAL ENGINEERS 1�11QL l 0o GALV, METAL LATH w/ WATER RESISTANT p EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED � Z LU HOUSE WRAP, 7/16" OSB EXTERIOR __ OPT. _ HERS _ �1C� - (.D �14R 7 10'-0" MAX. HEIGHT (SEE STRUCTURAL W m uJ - ENGINEERS SPECIFICATIONS) R13 BATT cn z O a w V) o I I Q RATING OF 1 HOUR WHERE LIMITING DISTANCE w J Q U 2 HOUR MASONRY PARTY WALL z d 0_ O :E= CD Y U � W � W 00 a 0 _ Iz- L z TIED TO CONTINUOUS BOND BEAM AT TOP w0 0 z OF WALL. 1x2 PRESSURE TREATED 0 2'-8" 6'-8" 1" R4 B LABEL YES FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R-4.1), 1/2" 1 A 2'-8" 8'-0" 1 R4 21 W.I.C. 1 � 1B 3'-0" 6'-8" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. 1C 3'-0" 6'-8" 1" R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ADD TRANSOM / ELEVATION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1 D 3'-0" 8'-0" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 TEMP GLASS FRENCH 18 LT SPF#2 OR 2x6 SPF#2 0 24" O.C. 1E 3'-0" 8'-D" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 6'-8" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLG. TYP. WRAP, FINISHED SOFFIT o iLu ® ® ® z N kJJ e 2'-8" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS DATTIC OVER LIVING SPACE INTERIOR DOOR 9' CLG. TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND 0 2'-6" 6'-8" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 INTERIOR DOOR 8' CLG. TYP. 6 2'-6" 8'-0" 1 R311.7.3 WINDOW INTERIOR DOOR 9' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. 2'-4" 6'-8" 1 (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 8' CLG. TYP. STRUCTURAL ENGINEERS SPECS. ® 2'-4" 8'-0" 1" MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED JV) 2'-0" 6'-8" 1" WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. W m O 2'-0" 8'-D" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS V, D LL - INTERIOR DOOR 9' CLG. TYP. FOLLOWS © 2'-2" 6'-8" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 8' CLG. TYP. MAX. RISER = 7 3/4" 6� 2'-2" 8'-0" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 9' CLG. TYP. FLIGHT OF STAIRS 0 1'-6" 6'-8" 1 g�" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 8' CLG TYP. FOR WINDER STAIRS A) 1'-6" 8'-0" 1 (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 9' CLG. TYP. F. ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 20'-0" 8'-4" 4'-11" 0 PATIO n 10'-0"x 10'-0" CONCRETE (-)0'-4" OA 1 0100 6080 PATIO DOOR W53 W 110100 F _ L0100 5'-g4,> 4'_6„ T C x7100 9'-1„ 3q„ SEE DRAWINGS 3q" BY CABINET KITCHEN CAB MFR FORL 54"x3o" PDREP. DINING ELEVATIONS 1100 _ ISLAN I CARPET N , a I ) KITCHEN L - J N TILE T C a1 1 1 DW SD6 -1 I I PNTR �r 1 S D 6,) I RAISED SNACK BAR r i / N J 313,. 2,_ „--------- 1'-10" - - - - 1» 11-91 " AUG < ao �' 6'-1" 7 -42 1 < m a F O W w l- N -BOJ 2d ALO N dm� GATHERING ROOM Q CARPET �p U __j o dUo �W waw o C) m 12" DROPPED U J COFFERED CEILING TO 1 a D m W o a COVER DROPPED STEP 40" HIGH �, o V) � Q J KNEEWALL = d 00c m PROVIDE W/ PTD. PINE O w 5 8"TYPE "X" -CAP - - - - J -7�UNDER -- _- 0 0 Cn DRYWALL 1 0 = d - - STAIRS U rU-) B STgRAIGE Irrl' 6,-0 - - 3 _8� 1,_411" s 3 8'-3,1" OWI 1 6 UP FOYER HEARCDOMI7R TILE PROVIDE 45 - -� -� 51" MINUTE FIRE RATED x- 12" DROP 2'-1" DOOR w/ RATED J BULKHEAD JAMB, SILL AND P W CLOSER TILE 1 Lo IR OR STOP & 0 1E O I TWH DROP /P R C yah PROVIDE 1 LAYER 5/8" PROVIDE (-)0 -4" TYPE "X" EXTERIOR ;5 PAN (-)0'--4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 3q,. SH WT11„ 2 -5 6'-62„ 2,_6�„ 2 D ELECTRIC 7$„ PANEL LOC. SEE SHT E1.1 1a I O N ELE( F i� AF M E ER 2 NI GARAGED F ------ I 1 -24' WIDE SHUTTERS W SILL ELOW LIN I � o I I II 2 I L 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC STONE WAINSCOT 111 2'-0" FIRST FLOOR PLAN It J J � W d U z� � J � of d -IN 0 _ r m� J 14- ow - J � �d J a of m OCK w U D 0 LjO¢ 20'-0" CENTERED OVER PATIO DOOR BELOW W57 W57 N�ASTER SU I TIE CARPET I .1 9' HIGH COFFER] CEILING �I I I I I I I I I I � I I I / I)----- - // - -,s 4'-L 54 2y 9>, - - T-3>-1,> DN13R 3 TEMP \ GLASS W55 1- 60X42X2D SOAKER TUb _ TEMP GLASS ENCL. MASTE BATH TILE ® MIRROR M X N 2" IN LIN O �N FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP r 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & C 2668 CHAS STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, OPT. BASE 4 BFC CABINET II 26668 L N D R Y 1'-0i" 7 DN R T PROVIDE - - 40" HIGH KNEE P UNDER 1 13 1 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH WALL. W/ PTD. o X m x II SPECIFICATION OVER 7/8" THICK PRIMED 3 PINE CAP MANUFACTURER. (SEE STRUCTURAL ENGINEERS 1�11QL l 0o GALV, METAL LATH w/ WATER RESISTANT DIN EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED � Z LU HOUSE WRAP, 7/16" OSB EXTERIOR __ OPT. _ HERS _ �1C� - �14R 7 10'-0" MAX. HEIGHT (SEE STRUCTURAL � uJ - ENGINEERS SPECIFICATIONS) R13 BATT J o I EXPOSED BUILDING FACE DN13R 3 TEMP \ GLASS W55 1- 60X42X2D SOAKER TUb _ TEMP GLASS ENCL. MASTE BATH TILE ® MIRROR M X N 2" IN LIN O 3'-4j" in O N BEDROOM 3 I CARPET I a 2-2668 BI -FOLD I 51„ 3,_43„ 2'11" 1 I D6 8' CEILING Ll --J EGRESS 9' CEILING Q W57 biI d J w -aj 2'-2� 2'-1 2" BEDROOM 2: � CARPET d 9' CEILING m 0) , 54 12'-14,> 4" EGRESS EGRESS 36"X62" 36'X62' 1 ARC TOP ARCH TOP 3'-54„ 5,-8„ 3'-9" 12'-104" SE'U"OND FLOOR 1/4 1 0 2'-101" 2'-0" 4j" 4" m 00 I V) J J d CD � W U z z� Q Q fir. _ ° _ P� Li J Of0�I m aa� O p d J p O✓ m of w 0V) =d 2'-04" r, -,' HALLWAY STOP & DROP TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) AHU FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 2668 CHAS STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF 4 BFC ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING II 26668 L N D R Y Ali T PROVIDE - - MICROWAVES LOCATED ABOVE A COOKING TILE W. 1, C. II P UNDER 1 13 1 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH x CARPET II WASHER o X m x II SPECIFICATION OVER 7/8" THICK PRIMED 3 LT MANUFACTURER. (SEE STRUCTURAL ENGINEERS 1�11QL l o I GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED � Z LU HOUSE WRAP, 7/16" OSB EXTERIOR __ OPT. _ HERS _ �1C� - FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL uJ - ENGINEERS SPECIFICATIONS) R13 BATT J o I EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. � � II I I RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" DCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 18 O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) 1 ITEM #3-1.3 ALSO APPLY WITH 721,3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO 6'-04" 77 9' 11 REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL - - - - -" 9 � 21 W.I.C. 1 � SIN FIRE WALL BELOW, TO UNDERSIDE OF ROOF i/ BATH O TILE SHEATHING. SHAFT LINER ASSEMBLY PER UL ° O4 3'-4j" in O N BEDROOM 3 I CARPET I a 2-2668 BI -FOLD I 51„ 3,_43„ 2'11" 1 I D6 8' CEILING Ll --J EGRESS 9' CEILING Q W57 biI d J w -aj 2'-2� 2'-1 2" BEDROOM 2: � CARPET d 9' CEILING m 0) , 54 12'-14,> 4" EGRESS EGRESS 36"X62" 36'X62' 1 ARC TOP ARCH TOP 3'-54„ 5,-8„ 3'-9" 12'-104" SE'U"OND FLOOR 1/4 1 0 2'-101" 2'-0" 4j" 4" m 00 I V) J J d CD � W U z z� Q Q fir. _ ° _ P� Li J Of0�I m aa� O p d J p O✓ m of w 0V) =d 2'-04" r, -,' HALLWAY STOP & DROP TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO SECOND FLOOR AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS ANDO RANGE HOOD VENT (FBC-101503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" DCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 18 O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721,3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR � FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT o iLu ® ® ® z N kJJ e HALF OF REQUIRED VENTILATION AT EAVE AND HALF O z u _ WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS DATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND a e ®®j® ,°eOe°oo a°°e �C- Q 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: �,�.._... 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1') (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM CLin MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED JV) MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE a WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. W m O OPENING = 24" W p �I MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS V, D LL - OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" u0 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" 0 w FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" o (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR DRAWN AT/TJF CHECKED TJF 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 DWG.No. AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. O7 MIN, STAIR HANDRAIL HEIGHT = 34" JOB No. 905/117 JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" SCALE AS NOTED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN, EXTERIOR GUARD HEIGHT = 36" SHT OF FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL 9 SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTI RODS FINISH, AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NA TIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF ry W h � �`®!!11`11111/1 Lj 110 ti .9°e d' 1,1. d w 'e - d o iLu ® ® ® z N kJJ e P : ? ®•,-ry �• r O z u _ e U a e ®®j® ,°eOe°oo a°°e �C- Q LL - wiz � z E- O' A u ~ v) w z 0oa �zNE- CLin Q 44 0 JV) a O W CQ N � U W m O W p �I V, D LL - nn m LLLLJ ® Z u0 o z ~ LLIJ >" O J ~ 0 w = LbJ o U J M <Om DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/28/12 2,1 B SHT OF ELEVATION 'B' /�\� BUILDING -T1/4 SE'U"TION AT PORC'��. ABUILDING SECTION 99 9 9� 1/4 = 1 -0 12 INLAUS U IU LAUrl STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 10" EACH TOP OF PLATE I 00 FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB TOTAL Fl -R. TO Fl -R. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS rA Nal mi Fail I all 0� �, 0 0 %1 ill 1/4 11 - 19-V VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR I I i I I I, I VENT THROUGH ROOF, 1� ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL2" r VTR i ROOF, r Sc AS 2 TE FRT J 4'-0„ TYWALL LAS TUB/SHWF CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING 00 I "rte NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING 1DIAGRAM N.T.S. z In U u. Lill W "qt s° Ci LL C=):= Z °• ° . s ® Z tV X9.8cce° d • 4), < 0 JZ 60 C-1 ® C o' �iz ® J_ O LL- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE Q7/20/12 SHT OF 2.36 V) z wi T Oz U z CL LLJ LLJ V) J z I— bi L,J z z In DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE Q7/20/12 SHT OF 2.36 V) wi Oz z O '- z O J ® Ljj zw �- <r x < o o- n J F- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE Q7/20/12 SHT OF 2.36 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 7El 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM 0 METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGXROUND ELEC. RISER - 31 KITCHEN s I R I- / \. o \ ITC DINING 4 MICROWAVE 1(3--1 S1 ABOVE I ti L D 6 1L PNTR ----------- s PROVIDE SWITCHED OUTLET UNDER COUNTER — --------- \---------- FOR FUTURE DISPOSER O7 GATHERINIGI ROOM I I / 14 �\ 0 J -BOX FOR COLLECTION I _ OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN—--�J3T--_-----�-- — 11 UNIT — ` STO%ER I UP17R \ 1 O W -- FOYER I\ FIELD LOCATE PO CH ELECTRIC / PANEL C 1 / ELECTRIC GARAGE METER IN NICHE F- - - - - - - - OUTLET FOR GARAGE DOOR 15 1 OPENER I I \ I I I I I I I I I FIRST FLOOR ELECTKICAL 1/4 9 = 1 9-0 9 GENERAL ELECTRICAL N OTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY C/L F001 REQUIREMENTS, 2. ELECTRIC AND GAS METERS SHALL BE IN a NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM a v FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48 A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SECOND FLOOR ELECTRICAL 1/4 19-099 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE, 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE AGRAMS, THIS SHEET DI . 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL F"XTFRI(1R I IC;HTINC; CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2, DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES, 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co LLJ SMOKE DETECTOR EXAUST FAN O z COMBO �C O ~ SMOKE DETECTOR Z WALL MOUNTED > ~J LIGHT FIXTURE J SWITCH 0 LLJ CEILING MOUNTED {7}- 3 -WAY SWITCH $3 LIGHT FIXTURE < RECESSED CAN { 4 -WAY SWITCH $4 LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR DESIGN PROOF FIXTURE QUADRA 110 V OUTLET CHECKED TJF DWG.No. Q SCALE AS NOTED DATE 07/16/12 FLOODLIGHT \ SWITCHED OUTLET =m__ FLOURESCENT CFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK 0 FUTURE FAN T. PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SP[& CODE SIZED J BOX (� WITH BLANK COVER Y SHT OF 2.4E LLJ O z �C O ~ Z LLI > ~J �1� 1 J 0 LLJ LL] W u CL V) < SHT OF 2.4E LLJ O z �C O ~ Z > L,J ® J 0 LLJ = LTJ < ry < ® I DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 2.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. TIGHT: SEAL ALL PENETRATIONS PER 2010 FBC SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 8'-0" W98 4050 ARCH FRAME SINGLE HUNG � z 48j" 644" 21.0 YES w O DIMENSIONS ARE MEASURED FROM INTERIOR DOOR 8' CLG. TYP. r -W o = w 6 w CLOTHES DRYER VENT (FBCM1502)OR SIDING) W U 00 0 w U z_ z - SQUARE FOOTAGE CALCULATIONS ARE w MEASURED TO EXTERIOR SURFACE OF m J Imo- a Z W W Z Z ¢ < r Q v z� 0 Q Q o 0 ¢ z 5/8" PTD. PINE SHELF w o oQ LL of Z 0f = Q p Zz 0 J ¢ W w I z F- z O O m Z W W O w co § -3: F- o :D m D� Of B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 50R" 274" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 53j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 44j" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" 6'-8" 450 SH FRAME SINGLE HUNG 28" 60" 284" 60j" 11.67 NO 1 24 SH r BLOCK SINGLE HUNG 37" 509" 37j" 50R" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG, TYP, W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48�" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60�" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES _rt__T_T___r_FFT_F_j_ NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER DIMENSION & AREA NOTES TIGHT: SEAL ALL PENETRATIONS PER 2010 FBC SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 8'-0" W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 644" 21.0 YES - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM INTERIOR DOOR 8' CLG. TYP. r -W RISE 7 3/4" MINIMUM TREAD 10" 1'-6" 8'-0" 1 CLOTHES DRYER VENT (FBCM1502)OR SIDING) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER DIMENSION & AREA NOTES TIGHT: SEAL ALL PENETRATIONS PER 2010 FBC 2'-2" 8'-0" 1 CONCRETE MASONRY UNIT. (EXCLUDES W U INTERIOR DOOR 9' CLG, TYP. 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR 0 1'-6" 6'-8" 1 - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM INTERIOR DOOR 8' CLG. TYP. r -W RISE 7 3/4" MINIMUM TREAD 10" 1'-6" 8'-0" 1 CLOTHES DRYER VENT (FBCM1502)OR SIDING) W INTERIOR DOOR 9' CLG. TYP. ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90° BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-8807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVA TION AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSTITUTE INC. ANSI 2765-2003 C� < r � m TYPICAL FOR ALL SHELVES V) O & LEDGES z 0 F- J 5/8" PTD. PINE SHELF w F- Q ¢ U Z 0f = Y J (- m w W O D 0 o w = cn CHECKED TJF w co z 5/8"x2" FRONT VALENCE 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS PROVIDE 1/4"x1" PTD. 1 A 2'-8" 8'-0" 1 R4 DOOR STOP PERIMETER 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1" R4 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8,' 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. 4� 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP, 0 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 20' 0" PATIO 3 I 0 10'-0"x 10'-0" CONCRETE 2 (-)0'-4" OA 6080 PA 10 DOOR 111100 r -tom I- --1 I Till I 4 �6 DINING ROOM KITCHENr__1 CARPET TILE1 2 I 0 SIN "PPX"S� I C)HAJ21 L - - Cv I N B I 0AI/12 H21_11H 1 9A8 I 1 I 1 1 C T i SD6 SD6 2'-9"1 1'-1111' WALK-IN I PANTRY PROVIDE 5/8"TYPE "X" C14GATHERIN ROOM Ia 14 DRYWALL N O CARPET I - LOW �JNDER STAB) rn ' N � a HEAD 0M O U C0 ' n 11» N Y J J Q 1 0 = - ¢ ¢ m 0_ U F w m I- Qn �� u WZ Q) W c .. ry0 J �p 00 ¢U C O � I wz m Dom. co I)fa ¢ 5 O 7 _j Q o � 6'-6 ., 2,_4j„ � w QD cW/7 L7� m CSO D 2 Q 3 D C✓ w - -- 0o (n U O WD. TILEIL¢I oI �\ 9� �� N Ln FOYER u� MIRROR A TILE 1 .80 1 T H o� 1D In PWD cn a O .3oo VENT N 2'- 4' 2, 5 -5" 3'-8$>, 8„ 5,_44„ 4„ 01 78, PROVIDE ELECTRIC Q R C H =1d PAN PANEL p UNDER LOC. SEE HWT SHT E1.1 I A N .2 co ELECTRIC METER - - 0 I CV N LINE OF SYNTHETIC STONE WAINSCOT OG RAGE SIN I C7 N LNE OR 2ND, RLR. ABOVE - 8'0"x7'0" •4,pool 2'-0" 1, 8'-0" I FIRST FL 1/4" = 1'-V e LINEI OF SY THETIC S ONE WAINSCOT 2'-0" MF' SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 0 io I 00 F 20'-0" 5'-1" 10'-3" h 4,_8„ CENTERI OVER W97 DOOR qELOW O EGRESS 4 BEDROOM CARPET 511, 9, _ D�" N 514" 5,_04„ L L 3._9„ CENTER OVER W97 WINDO BELOW EGRESS BEDROOM 3 CARPET 54„ O S-11" / / -& 'o\ice°►� °�_j 0" HIGH LEDGE -1 ------- oo NI PTD. PINE CAP KY I 3'-9" 1'-7"[ ,4'-2 5'-6j" 51„ 4 `d 'd - 5-0111 MI R 3 T C 14 BETH ^I LO AHU N 7 SIN G 2 L UND Y TILE SI - - - -I r- -' 48"X36" / W II (] ZI 21 C5 1� -- AUND OX ---FT- - ,,� ¢ II W. I ` C C. DRYE BOX - - - - - = II13 PAN NDER �I 11 - W S 3'-9" 5'-5" 4 4, c T MASTER jll - BAT 00 TI LE - "aa - - - - 8'-0" FAT CEILING OR I W25 6" 2'-7" 3,_9„ 4>_0>' 6„ TEMPERED GLASS I 1 MAST R SUITE IIS I0 SIN O bi __j - ROO BELOW I¢ I I I I I EGRESS 1 48"X63" 1 ARCHED I I 12'-10" 2'-102" - - - - - - - - - - - - - - - - - - TEMPERED GLASS SHOWER ENCL. 0 co .SECOND FLOOR PLAN 3'-8" 2'- 1 0 i N OB��KITCHEN FLUSH 44" BREAKFAST BAR SECTION Ld CONSTRUCTION NOTES (Unless Otherwise Noted) B --I UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR B' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER, REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (20) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 7' HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 0 10'-0" MAX. HEIGHT (SEE STRUCTURAL F__ ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE_ a INSULATION, 1/2" INTERIOR DRYWALL FINISH, EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE ry IS LESS THAN 3'-0" CEMENETE BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL Cn O �MENT TEXTURE FINISH FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF � SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O,C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING, SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT, PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 20 GRADE ROOF SHEATHING W/ "H CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION W d UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE O WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF I� '1111111 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND ®O ®�/ ,o®®®oosa�ea Olir ��e-- W_ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH o®® e®` gis-o �Z Z 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 •� ', ® LL. �� 6 R702.4.2 N CC*. � INTERIOR STAIRS -SITE BUILT FBC 2010 s Z � J R311.7. WINDOW GENERAL NOTE5: � ®: 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES �1- `'o Ir t.�fre . O AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) �� `•o TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED b°o®'00%10 ®oo�®®��•�®•�r`� WI O STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM WINDOW A b.0 SqEA . Ft. {ROUND FLOOR EMERGENCY ESCAPE ®O/'® �+��� �y W DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE ®®IlJlllll�® WINDOW = 5.7 5q. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, �_ t` MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE U O 4 MIN, STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" Q p W CrJ FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) o� a 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT Z „ w MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE O AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER �4 i� ~' Hco co RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH O p Q MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR yCn N W C3 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E-0 r- E NAND RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. a eG P-' 4 Q MIN. STAIR HANDRAIL HEIGHT = 34" O JUNCTURE BETWEEN EXTERIOR PLASTER AND p O G -i FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = MAX. STAIR HANDRAIL HEIGHT 38" 36" COMPLYING WITH FBC2007 R613.8.1 Z E MIN. EXTERIOR GUARD HEIGHT = 36" 0- FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O a Z Z MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR LilryO, a TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH E-4 Pc -i E C�2 H TO WALL OR NEWEL POST PER FBC - O V. L'2 a R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I-- U C\2SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL gym, WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) I0��11 SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED W INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM sI<YI IrHT RAISFD COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE f n --N 0 GARAGE WITH LIVING SHAUL AbUVt & /Z ® 2'-2" 6'-8" 1 798 SF FLOORS w/ CONDITIONED SPACE ABOVE. TAPE 1461 SF INTERIOR DOOR 8' CLG. TYP. DIMENSION & AREA NOTES TIGHT: SEAL ALL PENETRATIONS PER 2010 FBC 2'-2" 8'-0" 1 CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INTERIOR DOOR 9' CLG, TYP. 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR 0 1'-6" 6'-8" 1 - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM INTERIOR DOOR 8' CLG. TYP. r -W RISE 7 3/4" MINIMUM TREAD 10" 1'-6" 8'-0" 1 CLOTHES DRYER VENT (FBCM1502)OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM INTERIOR DOOR 9' CLG. TYP. 20' 0" PATIO 3 I 0 10'-0"x 10'-0" CONCRETE 2 (-)0'-4" OA 6080 PA 10 DOOR 111100 r -tom I- --1 I Till I 4 �6 DINING ROOM KITCHENr__1 CARPET TILE1 2 I 0 SIN "PPX"S� I C)HAJ21 L - - Cv I N B I 0AI/12 H21_11H 1 9A8 I 1 I 1 1 C T i SD6 SD6 2'-9"1 1'-1111' WALK-IN I PANTRY PROVIDE 5/8"TYPE "X" C14GATHERIN ROOM Ia 14 DRYWALL N O CARPET I - LOW �JNDER STAB) rn ' N � a HEAD 0M O U C0 ' n 11» N Y J J Q 1 0 = - ¢ ¢ m 0_ U F w m I- Qn �� u WZ Q) W c .. ry0 J �p 00 ¢U C O � I wz m Dom. co I)fa ¢ 5 O 7 _j Q o � 6'-6 ., 2,_4j„ � w QD cW/7 L7� m CSO D 2 Q 3 D C✓ w - -- 0o (n U O WD. TILEIL¢I oI �\ 9� �� N Ln FOYER u� MIRROR A TILE 1 .80 1 T H o� 1D In PWD cn a O .3oo VENT N 2'- 4' 2, 5 -5" 3'-8$>, 8„ 5,_44„ 4„ 01 78, PROVIDE ELECTRIC Q R C H =1d PAN PANEL p UNDER LOC. SEE HWT SHT E1.1 I A N .2 co ELECTRIC METER - - 0 I CV N LINE OF SYNTHETIC STONE WAINSCOT OG RAGE SIN I C7 N LNE OR 2ND, RLR. ABOVE - 8'0"x7'0" •4,pool 2'-0" 1, 8'-0" I FIRST FL 1/4" = 1'-V e LINEI OF SY THETIC S ONE WAINSCOT 2'-0" MF' SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 0 io I 00 F 20'-0" 5'-1" 10'-3" h 4,_8„ CENTERI OVER W97 DOOR qELOW O EGRESS 4 BEDROOM CARPET 511, 9, _ D�" N 514" 5,_04„ L L 3._9„ CENTER OVER W97 WINDO BELOW EGRESS BEDROOM 3 CARPET 54„ O S-11" / / -& 'o\ice°►� °�_j 0" HIGH LEDGE -1 ------- oo NI PTD. PINE CAP KY I 3'-9" 1'-7"[ ,4'-2 5'-6j" 51„ 4 `d 'd - 5-0111 MI R 3 T C 14 BETH ^I LO AHU N 7 SIN G 2 L UND Y TILE SI - - - -I r- -' 48"X36" / W II (] ZI 21 C5 1� -- AUND OX ---FT- - ,,� ¢ II W. I ` C C. DRYE BOX - - - - - = II13 PAN NDER �I 11 - W S 3'-9" 5'-5" 4 4, c T MASTER jll - BAT 00 TI LE - "aa - - - - 8'-0" FAT CEILING OR I W25 6" 2'-7" 3,_9„ 4>_0>' 6„ TEMPERED GLASS I 1 MAST R SUITE IIS I0 SIN O bi __j - ROO BELOW I¢ I I I I I EGRESS 1 48"X63" 1 ARCHED I I 12'-10" 2'-102" - - - - - - - - - - - - - - - - - - TEMPERED GLASS SHOWER ENCL. 0 co .SECOND FLOOR PLAN 3'-8" 2'- 1 0 i N OB��KITCHEN FLUSH 44" BREAKFAST BAR SECTION Ld CONSTRUCTION NOTES (Unless Otherwise Noted) B --I UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR B' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER, REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (20) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 7' HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 0 10'-0" MAX. HEIGHT (SEE STRUCTURAL F__ ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE_ a INSULATION, 1/2" INTERIOR DRYWALL FINISH, EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE ry IS LESS THAN 3'-0" CEMENETE BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL Cn O �MENT TEXTURE FINISH FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF � SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O,C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING, SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT, PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 20 GRADE ROOF SHEATHING W/ "H CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION W d UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE O WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF I� '1111111 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND ®O ®�/ ,o®®®oosa�ea Olir ��e-- W_ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH o®® e®` gis-o �Z Z 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 •� ', ® LL. �� 6 R702.4.2 N CC*. � INTERIOR STAIRS -SITE BUILT FBC 2010 s Z � J R311.7. WINDOW GENERAL NOTE5: � ®: 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES �1- `'o Ir t.�fre . O AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) �� `•o TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED b°o®'00%10 ®oo�®®��•�®•�r`� WI O STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM WINDOW A b.0 SqEA . Ft. {ROUND FLOOR EMERGENCY ESCAPE ®O/'® �+��� �y W DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE ®®IlJlllll�® WINDOW = 5.7 5q. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, �_ t` MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE U O 4 MIN, STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" Q p W CrJ FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) o� a 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT Z „ w MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE O AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER �4 i� ~' Hco co RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH O p Q MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR yCn N W C3 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E-0 r- E NAND RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. a eG P-' 4 Q MIN. STAIR HANDRAIL HEIGHT = 34" O JUNCTURE BETWEEN EXTERIOR PLASTER AND p O G -i FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = MAX. STAIR HANDRAIL HEIGHT 38" 36" COMPLYING WITH FBC2007 R613.8.1 Z E MIN. EXTERIOR GUARD HEIGHT = 36" 0- FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O a Z Z MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR LilryO, a TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH E-4 Pc -i E C�2 H TO WALL OR NEWEL POST PER FBC - O V. L'2 a R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I-- U C\2SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL gym, WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) I0��11 SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED W INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM sI<YI IrHT RAISFD COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE f n --N 0 GARAGE WITH LIVING SHAUL AbUVt & /Z ELEV. 'A' DRYWALL ON WALL BETWEEN LIVING SPACE 663 SF AND GARAGE MIN. R-11 IN WALLS AND 798 SF FLOORS w/ CONDITIONED SPACE ABOVE. TAPE 1461 SF AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT: SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTIT/OUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENRT/OUS FINISH CLOTHES DRYER VENT (FBCM1502)OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM -FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90° BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-8807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVA TION AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSTITUTE INC. ANSI 2765-2003 INSULATION BACKING. < TYPICAL FOR ALL SHELVES & LEDGES D 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" 0 ®- n J (- DESIGN PTD. PINE CLEATS & DRAWN QUADR AT/TJF CHECKED TJF DWG.No. 5/8"x2" FRONT VALENCE JOB No. 905/117 I AS NOTED DATE PROVIDE 1/4"x1" PTD. 13-1A DOOR STOP PERIMETER d I TRIM BIDS. OVER ALL PTD. I o, PINE SHELVES 48" RECEPTACLE FOR ° CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. FOYER STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF SHT OF "n Ld 0 <( Z w 0 Lj :2 F-- -..1 0 L uJ � 0 < <�o D rz < 0 ®- n J (- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/03/12 13-1A SHT OF 1'-8,> Z oc VARIES T 7" 6:12 - PORCH VAULTED CEILING TOP OR PLATE 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER L 2'— 0 ------------ L r7 I N PO I Ln I N r� 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" rn SIN I CV 0 pry Ln -IN i N 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS ,L 1 4 T I loll 3 N i� I N 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS A ELEC' METER SECTION AT METER NICHE 1/2" NOM. STUCCO 'LASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT @ PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO n A -n M A I l C` L-1 1/2" STUCCO _ PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE — DETAIL) 1"W' RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR EA 99 1/4 " = 19-099 6:12 —GUTTER DRAINED TO PORCH ROOF PORCH ROOF GUTTER DRAINED TO STORM WATER ENTRY J ;E3 PRECAST STUCK–ON STONE VENEER OINING UNIT ELEV GUTTER 6:12 - PORCH VAULTED CEILING TOP OR PLATE 1"x6" RAISED STUCCO � PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER I (SEE DETAIL) n 128"k44' 2"x4" RAISED STUCCO cD LTJ PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED 0 00 STUCCO PLASTER TRIM W/ ® Lli SMOOTH FINISH PORCH ROOF GUTTER = 18" ROOF OVERHANG 1"x6" RAISED STUCCO DRAINED TO STOR PLASTER SILL W/ SMOOTH FINISH 5:12 F— 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 0 7 W/ SMOOTH FINISH (TYP) 7 FIN. SECOND FL001 LD SMOOTH FINISHED WINDOW °' AND DOOR SURROUND DETAIL WITH FLAT HEADER❑ 1:1(SEE N DETAIL) n �-- 6" WIDE SCORED DOOR DESIGN SURROUND W/ SMOOTH 7— DRAWN 77W STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO It 1/2" STUCCO WATER TABLE (SEE DETAIL CHECKED TJF PRECAST STUCK–ON STONE O VENEER 905/117 GUTTER DRAINED TO - PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW 0 �I I 00 R 0 0 I co 1/2" STUCCO PLASTER FINISH (Ground FI. TYr1� GROUND FLOOR FIN. GRADE 00 E4 E3 GLASS AREA ON FRONT ELEVATION 'A'= 57.13 SQ. RT. FRONT ELEVATION 99 A 99 1/4„ = 1,_09, 6:12 �E4\SENTRY GARAGE ELEV. TOP OR PLATE GUTTER DRAINED TO � W PORCH ROOF TOP OR WIND W DOWNSPOUT Z I LTJ LLJ :2® 0 00 ® Lli PORCH ROOF GUTTER = L'°J DRAINED TO STOR u F— WATER ILL] 0 7 7 FIN. SECOND FL001 0 -- o- C7 In n �-- DESIGN 7— DRAWN 77W 0 1/2" STUCCO AT/TJF CHECKED TJF DWG.No. O JOB No. 905/117 SCALE o PLASTER FINISH DATE 06/18/12 0 (Ground FI. TYP.) _ - co ELECTRIC METER.. NICHE (SEE PRECAST DETAIL) STUCK–ON STONE FIN. GROUND FLOO VENEER _..____m ._—____. _ _..— ----____----________ ___ 'FIN. GRADE co �E4\SENTRY GARAGE ELEV. SHT OF 3.2A cn � W O� Z I LTJ LLJ :2® _1 ® Lli = L'°J u F— ILL] 0 7 7 0 -- o- C7 In n �-- DESIGN 7— DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/18/12 SHT OF 3.2A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM ` METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERG-TROUND ELE'U". RISER 61 I / Ips I 1 I 7 5 7 \ / / "PPx"SP 14 J 12 00AJ21 ci 12 I L 4 / \ 57l , �✓ j I \�� c�j 3AW2 H2UJ_1 I � 9A8 / FIELD / LOCATE ELECTRIC PANEL FIRST FLOOR 1/4 = V-099 I ELEC RIC METER IN MV NICHE IN �N§ VIM- � 8 ❑ 14 10 \ I I I I I I I I I I I I L--- -- ---_------ 3" MAX. BETWEEN TRIM AND SWITCH C/L J e d o u TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION U5 MICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SEC"OND FLOOR ELECTRICAL 99 GENERAL ELECTRICAL NOTES: 1, THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY, IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER, WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 I. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL. BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PRLWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN L.�fl COMBO SMOKE DETECTOR WALL MOUNTED -( a LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH $4 RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $d RECESSED VAPOR PROOF FIXTURE U 110 V OUTLET FLOODLIGHT \ SWITCHED OUTLET FLOURESCENT ❑� GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT Fy DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK U FUTURE FAN V \/ T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPM - L,J CODE SIZED J BOX Q WITH BLANK COVER L.�fl a Z U I— EL Fy U L,J C) u W J I_ F_ Lu � LLJ L,J Li CL Ld 12 OQ � I Lij Q W ~ 0 LaJ _ LoJ Q cL' <®n [L DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 3,4E SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. DNR _LT - - -- I aw X I Ilo IIID RANGE HOOD VENT (FBC-M1503) OPT. PERS w v T ~ ^ PR VI E I DN MICROWAVES LOCATED ABOVE A COOKING OU 14R--- OFRAME WALL CONSTRUCTION 2x4) 1 CEMENTITIOUS FINISH c� LU _ FINISHED TEXTURED COATING PER BUILDERS MIN. EXTERIOR GUARD HEIGHT = 36" FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 N_ MANUFACTURER. (SEE STRUCTURAL ENGINEERS 'S 0 NAILING SCHEDULE) PROVIDE DRAFT STOPPING C)(/) w 6- w ry 0 J cG ------------- D z 3: _ Z Z Z a W } 4< 21 4,. �'� w w Z cn O D a Z >_ .w U z p F- a a O O a = c� z0 _j D p U J w� H I- o _ p In D z z a �� z z o o z w w C3 TIED TO CONTINUOUS BOND BEAM AT TOP 1 A 2'-8" I- O > R4 RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO TO BE EQUIPPED WITH SELF CLOSING DEVICE 1B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24�" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 271" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" ]28j" 72" 13.25 NO ROOF COVERING AS SPECIFIED INSTALLED PER W25 2438 SH FRAME SINGLE HUNG 28" 44" X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50g" 37j" 50j" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES 5� W53 26 SH BLOCK SINGLE HUNG 37" 72731- INTERIOR DOOR 9' CLG. TYP. 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j"I 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES WINDOW = 5.7 Sq. Ft. W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63 48 63" 21.00 YES MAX. NOSING = 1 1/4" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 60j" 20.00 YES FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) -T-1 INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER m X 13 >- m F- 7 m DNR _LT - - -- I aw X I Ilo IIID RANGE HOOD VENT (FBC-M1503) OPT. PERS w v � 1 __j 0 L-� I JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT PR VI E I DN MICROWAVES LOCATED ABOVE A COOKING PA ND R 14R--- OFRAME WALL CONSTRUCTION 2x4) 1 CEMENTITIOUS FINISH W SH R - FINISHED TEXTURED COATING PER BUILDERS MIN. EXTERIOR GUARD HEIGHT = 36" FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 Lu MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER I W26 NAILING SCHEDULE) PROVIDE DRAFT STOPPING 9 2 w 5,_3 >,4I �9 0 11 : -1 (- cG ------------- DN 3R 46" HOUSE WRAP, 7/16" OSB EXTERIOR 5/8' TYPE "X" DRYWALL ON CEILING OF UNDERLAY UNDER RESILIENT AND WOOD vv. jI. C. CD FLOORING } J w m 21 4,. Ln z O 0 w I- Z cn O G -1," T BATH a J EXTERIOR WALLS TO HAVE A FIRE RESISTANCE �dlN w F- a w U I Z Q � O _ ~ = c� Y U _j D w FINISHED TEXTURE COATING PER BUILDERS w F_ Z! C n o _ SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED V) ZcnO [if _j Ld c PER UL ASSEMBLY U905. FBC TABLE 720.1(2) O 2'-8" 6'-8" 1" R4 B LABEL YES FOR 1 HR RATED WALLS TIED TO CONTINUOUS BOND BEAM AT TOP 1 A 2'-8" 8'-0" 1 R4 RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO TO BE EQUIPPED WITH SELF CLOSING DEVICE 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2 HOUR SHAFT LINER SYSTEM PARTY WALL 1 C 3'-0" 6'-8" 1" R4 _ (R-8.61) RISE 7 3/4" MINIMUM TREAD 10" ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 12 SHEATHING. SHAFT LINER ASSEMBLY PER UL TEMP GLASS FRENCH 18 LT STUD PARTITIONS 1E AND INSTALLED PER MANUFACTURERS 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS U2 E3'-0" 2'-8" 6'-8" 1 ROOF CONSTRUCTION N 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR INTERIOR DOOR 8' CLG, TYP. ROOF COVERING AS SPECIFIED INSTALLED PER ATTIC ACCESS HATCH 22"x30" WITH WEATHER 2'-8" 8'-0" 1 OR SIDING (PER ELEVATION) AS OUTLINED NON-BEARING PARTITIONS TO BE 2x4 X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1" MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM INTERIOR DOOR 8' CLG. TYP. FLOOR TO EXTERIOR 3� 2'-6" 8'-0" 1 PROTECTED) OVER SUBFASCIA. INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG, TYP. HALF OF REQUIRED VENTILATION AT EAVE AND HALF 2'-4" 8'-0" 1" OATTIC OVER LIVING SPACE INTERIOR DOOR 9' CLG. TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND 2'-0" 6'-8" 1 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 8' CLG, TYP. 5� 2'-0" 8'-0" 1 R702.4.2 INTERIOR DOOR 9' CLG. TYP. WINDOW ® 2'-2" 6'-8" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED INTERIOR DOOR 8' CLG. TYP. (FBC-R310) 2'-2" 8'-0" 1 STRUCTURAL ENGINEERS SPECS. INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE N DOWN AS REQUIRED GLUED AND NAILED. 21'-0" 6'-9" 8'-8' 01 PATIO 10'-0"x 10'-0" CONCRETE n UNDO I Ij 6080 PATI01 DOOR f (-)0'-4" OA W53 W53 SEE DRAWINGS KITCHENH TILE BY CABINET MFR FOR KITCHEN CAB x 54%30"ISLAND EP c° DINING I LE ELEVATIONS �� r - c"I �m o I 3 L 1 215'_ 9x" 4>_6„ 0 9,_9$„ 2I� r7 � I 1 WO 1 0 SD6) �I 1 51TV19 I I RAISED SNACK BAR co_ - ----------------------- 3 6„2'-16 5'-7" 2,_4„ 1 • 8'-7" 18, O 1 I ol N `S J 0 m GATHERING ROOM W53 IN w I- TI LE, Ld , I ¢ C) M �z 1 p U w PROVIDE o p � q/8"TYPE "X" IJ � DRYWALL 0MIJ130 0393PPOD 03ggOg0 "S f 1 W53 p < m UNDER STAIRS 93T2 0399090 93VOO OTOf Z � � OD cn �__ �-----------J 0 m Q V�) B 30S10�i2 1 6 -0 5,_O8„7jLO .3 a0 8'-3 „ �/OJI 6 7 f ¢ M009OU31HI I � cN -- -I BULKHEOAD 2-2 52 `�N00 FOYER 1C POPICH P W U2 B TILE r-1� 4.1 II STOP &LCD, DROP ORW H L O PROVIDE 0'-4' - PAN (-) UNDER "viii HWT1 311j" „ LO 5'-61111 2'-5" 5'-11" 5'-58,> W53 I-Ico ELECTRIC GARAGES LOCESEE N MEP SHTS A ELE TRIC __Irr M TER �I o 2 ICHE N LO r` 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC -� STONE WAINSCOT 2'-6" 16'-0" 2,_6„ 21'-0" FIRST FLOOR PLAN. 1/4 99 = 1.-0. 3 d- J J <w a U z FL � J � < a = I� rrn roJ 000 r w a J p lkf m O� w () cn �w O Q 40" HIGH KNEE WALL W/ PTD. PINE CAP 00 I � It 51" 4 21'-D" 7'_31„ O,_2 4,_61„ 4 4 CENTERED OVER PATIO DOOR BELOW W57 W57 ---------- N�ASTER SUITE TEMP GLASS W25 Lu 1V _r F= "x4 x20" z CD 00 AKER TUBS 20 1I N I CARPET 9' HIGH COFFER I CEILING 1 TEMP GLASS I ENCL r� SIN o `o I I 1 I MASTER 21 tx /� --� �% BATH 2„ ----- OASIS 4'-L 5 3�_ 1� TILE T F 0 � � MIRROR r -IN 0 AHU LINE 14 J I � 2468 2668 O T BI -FOLD ' L.T. ROUGH 8 -1 I -FOLD LAUNDRY TILE LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP O I• SCAR PET1 1 II Z 1,-07 7 >, D in r -W m X 13 >- m F- 7 m DNR _LT - - -- I aw X I Ilo IIID RANGE HOOD VENT (FBC-M1503) OPT. PERS �vT L_ J � 1 __j 0 L-� I JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT PR VI E I DN MICROWAVES LOCATED ABOVE A COOKING PA ND R 14R--- OFRAME WALL CONSTRUCTION 2x4) 1 CEMENTITIOUS FINISH W SH R - FINISHED TEXTURED COATING PER BUILDERS MIN. EXTERIOR GUARD HEIGHT = 36" FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER I W26 NAILING SCHEDULE) PROVIDE DRAFT STOPPING 9 2 w 5,_3 >,4I �9 BARRIER PER ASTM C 1063 & APPROVED 11 : -1 (- cG ------------- DN 3R 46" HOUSE WRAP, 7/16" OSB EXTERIOR 5/8' TYPE "X" DRYWALL ON CEILING OF UNDERLAY UNDER RESILIENT AND WOOD vv. jI. C. JOB No. 905/117 FLOORING 3'-44" O -IN 21 4,. DRYWALL ON WALL BETWEEN LIVING SPACE ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE G -1," T BATH a EXTERIOR WALLS TO HAVE A FIRE RESISTANCE �dlN FLOORS w/ CONDITIONED SPACE ABOVE. TAPE RATING OF 1 HOUR WHERE LIMITING DISTANCE I IS LESS THAN 3'-0" n 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF O CO N I I I � (2) 2668 BI -FOLD I I � 4'-5j„ I 8CL'G I I I I I I I I I I I I I I I 1 BEDF OOM 211 1 CARPET II I0 I I I I I I VAULTED C ILIN 13E'-2 EGRESS EIF W27 36"X 74" 1 ARCH TOP 3'-11" 3'-2" 3'-2" 1 •> CONSTRUCTION NOTES (,Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U,N.O.) ALL CONSTRUCTION TO OR c LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA HAND RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 'n RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM W _j MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION 2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS MIN. EXTERIOR GUARD HEIGHT = 36" FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT w EVERY 1000 S,F, BRACING IN ACCORDANCE �9 BARRIER PER ASTM C 1063 & APPROVED 11 : -1 (- WITH TPI/WTCA BCSI. (1/4') PANEL TYPE DESIGN HOUSE WRAP, 7/16" OSB EXTERIOR 5/8' TYPE "X" DRYWALL ON CEILING OF UNDERLAY UNDER RESILIENT AND WOOD CHECKED TJF SHEATHING, 2x4 STUDS ® 16" O.C. TO JOB No. 905/117 FLOORING DATE 09/28/12 10'-0" MAX. HEIGHT (SEE STRUCTURAL 4,. DRYWALL ON WALL BETWEEN LIVING SPACE ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE �dlN FLOORS w/ CONDITIONED SPACE ABOVE. TAPE RATING OF 1 HOUR WHERE LIMITING DISTANCE I IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF JOINTS IN ORDER TO BE GAS AND FUME FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 - FOR C.M.U. WALLS, ALL DIMENSIONS SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. R302.11 (4) PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR CONCRETE MASONRY UNIT. (EXCLUDES STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO DOOR FROM GARAGE TO HOUSE TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 10 OF WALL. 1x2 PRESSURE TREATED EXTERIOR FINISH FOR SIDING OR RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO TO BE EQUIPPED WITH SELF CLOSING DEVICE STRAPPING O 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL PRECAST CONCRETE STEP OR WOOD STEP INTERIOR DRYWALL FINISH, TOTAL R -VALUE 11 SECOND FLOOR PARTY WALL TO BE 2 HR INSIDE FACE OF STUD TO OUTSIDE _ (R-8.61) RISE 7 3/4" MINIMUM TREAD 10" RATED CONTINUOUS FROM TOP OF MASONRY (EXCLUDES 7/8" CEMENTITIOUS FINISH FIRE WALL BELOW, TO UNDERSIDE OF ROOF CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS 10'-0" FROM A/C CONDENSER. MIN. 36' FROM AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. DIMENSIONS ARE MEASURED FROM SPEC, DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FOR 2 STORIES TO 10'-0" MAX HEIGHT. 2.5', & 90' BEND = 5' PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION N 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR MEASURED TO EXTERIOR SURFACE OF ROOF COVERING AS SPECIFIED INSTALLED PER ATTIC ACCESS HATCH 22"x30" WITH WEATHER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. OR SIDING (PER ELEVATION) AS OUTLINED NON-BEARING PARTITIONS TO BE 2x4 X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" D.C. INSTITUTE INC. (ANSI 2765-200.3) PRE-ENGINEERED ROOF TRUSSES BY TRUSS INSULATION BACKING. MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATIDN PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE N DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE d 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 00 MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE N FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH I W27 4'-0" 4 28"X 30" HIGH 30" 14-32 1, 3'-7' 1/4 99 = 19-099 1> 01 01" z'_n" 67i FLOOR �HHALLWAY ROP PLAN PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER © 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. c FIRST FLOOR AREA MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL d. TOTAL A/C AREA 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR WALLS WHICH SEPARATE CONDITIONED LIVING I GARAGE AERA HAND RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. TOTAL AREA UNDER ROOF 'n MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND O SHALL BE INSULATED WITH R-19 BATT 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT W _j MAX. STAIR HANDRAIL HEIGHT = COMPLYING WITH FBC2007 R613.8.1 IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM 0 MIN, INTERIOR GUARD HEIGHT = 36" BEDROOM n ARCHED cy) MIN. EXTERIOR GUARD HEIGHT = 36" CARPET I FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE 0 C7 MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) w �9 HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR 11 : -1 (- DESIGN TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 5/8' TYPE "X" DRYWALL ON CEILING OF AT/TJF CHECKED TJF SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH JOB No. 905/117 ht LO DATE 09/28/12 TO WALL OR NEWEL POST PER FBC 4,. DRYWALL ON WALL BETWEEN LIVING SPACE R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS it7 SECTION 402 COMPLIANCE I W27 4'-0" 4 28"X 30" HIGH 30" 14-32 1, 3'-7' 1/4 99 = 19-099 1> 01 01" z'_n" 67i FLOOR �HHALLWAY ROP PLAN PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER © 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 1012 SF TOTAL A/C AREA O8 WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) GARAGE AERA 439 SF TOTAL AREA UNDER ROOF SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED W _j INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM 0 SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE � a NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON 0 WALL &CEILING BETWEEN GARAGE AND LIVING_ THE WINDOW UNTIL FINAL ENERGY INSPECTION. �N �9 SPACE 11 : -1 (- DESIGN DRAWN 5/8' TYPE "X" DRYWALL ON CEILING OF AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 GARAGE WITH LIVING SPACE ABOVE & 1/2" DATE 09/28/12 DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND �dlN FLOORS w/ CONDITIONED SPACE ABOVE. TAPE I AND SEAL & STRUCTURALLY SUPPORT ALL O JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENT/TIOUS FINISH, AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENT171OUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSTITUTE INC. (ANSI 2765-200.3) INSULATION BACKING. AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF I 71 0 CL W 1 �cm � ® w • ", k�o� a 'e. ®®off®oeopas�po ®s®�® '. ®®®®® _J 0 LL. I� J I I� 0 �d a G4 a �P4 O o U) z E o��WHz U�21wp 0 Ld ry �0:O��a z CN © U W v) D La SHT OF 4.1A nn Q L__j D 0 0z 0 �- z W _j Q W I-- 0 W � � a U J M 0 0-- 0 ry < O m- 11 : -1 (- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/28/12 SHT OF 4.1A 7"S I N O M I SIN T N 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 1'-8" 10" EQ. 7„ M I 4„ 07 ELEVATIO-N ii min 4" LLJ5 1'I „ 4" w z cn w 00 w E- ©fes W .� T a a VARIES o E- pa�wN z 3", 7" STT 10" WIDTH N 7" WIDTH SCALE 2:1 VARIES SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 3 SCALE 2:1 E VARIES z U 10" WIDTH 7" ,3� SCALE 2:1 SURROUND DETAIL WITH ARCHED HEADER m II p II 10" WIDTH 7" WIDTH W I SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 7"S I N O M I SIN T N 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" �L 1'-8" Q. EQ. 7„ M I EQ. ELEVATIO-N ii min 4" LLJ5 1'I „ 4" FRONT z cn w 00 w E- ©fes W .� T a VARIES o E- pa�wN z 3", 7" STT 10" WIDTH N 7" WIDTH SCALE 2:1 VARIES SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER �L 1'-8" _57Z --z C 7„ EQ. EQ. ELEVATIO-N ii min mill ME oil III LLJ5 1'I „ 4" FRONT z 00 w E- ©fes W .� T E -4U C- o E- pa�wN z z VARIES 3" 7" 3 SCALE 2:1 E > z U 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER ELE'U"' METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT © PARTY WALL PReve CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW 99 REAR ELEVATION 99 A 1/4 99 /4" = 19-099 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6:12 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) PROVIDE CONTROL JOINT SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6:12 �2 6:12 6:12 \ 1`a mow TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. ELEVATIO-N 'I min mill ME oil III LLJ5 1'I I FRONT z 00 E- ©fes W .� T E -4U C- o E- pa�wN z z WLLJJ E > z U W m II p II W W W I 77 V) D Li 0 < LLJ U J 0— af < ® In n J DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 i 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT © PARTY WALL PReve CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW 99 REAR ELEVATION 99 A 1/4 99 /4" = 19-099 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6:12 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) PROVIDE CONTROL JOINT SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6:12 �2 6:12 6:12 \ 1`a mow TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. ELEVATIO-N 'I min mill ME oil III LLJ5 1'I I FRONT 1/4 " = 19-V mm 6•�2 SIDE ELEVATION 1/4 " = 19-099 6" WIDE x 1/2" HIGH x 18 1/2" Pf�] PROD. PTD. POLYURETHANE 9 9BRACKET NO. BL2955 BY ASPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM / SMOOTH FINISH (TYP) TOP OF PLATE TOP OF WINDOW 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH o (2ND FLOOR TYP.) 1"x5" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR , TOP OF WINDOW —6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH 0 (GROUND FLOOR TYP.) I _-,--5"x3" PREFORMED STUCCO o0 WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE 00 99 A 99 TOP OF PLATE TOP OF WINDOW T co F o00 I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW a� 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH a STUCCO PLASTER (TYP) I 1/2" STUCCO PLASTER 00 FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE co cn 'I min mill ME oil III LLJ5 1'I I z 00 SIDE ELEVATION 1/4 " = 19-099 6" WIDE x 1/2" HIGH x 18 1/2" Pf�] PROD. PTD. POLYURETHANE 9 9BRACKET NO. BL2955 BY ASPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM / SMOOTH FINISH (TYP) TOP OF PLATE TOP OF WINDOW 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH o (2ND FLOOR TYP.) 1"x5" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR , TOP OF WINDOW —6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH 0 (GROUND FLOOR TYP.) I _-,--5"x3" PREFORMED STUCCO o0 WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE 00 99 A 99 TOP OF PLATE TOP OF WINDOW T co F o00 I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW a� 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH a STUCCO PLASTER (TYP) I 1/2" STUCCO PLASTER 00 FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE co SHT OF 4.2A 7„ - cn D LLJ5 1'I Q~oWG� i� z 00 E- ©fes W .� T E -4U C- o E- pa�wN z z WLLJJ E > z U W m II p II W W W I 77 V) D Li 0 SHT OF 4.2A 7„ - cn D L z 00 o0 < z WLLJJ ® W W I 0 < LLJ U J 0— af < ® In n J DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 4.2A 7„ - 2" PVC OFFSET-\ WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL ' 150 MP 2/0 ALUMINUM --/DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM O METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING FOR UDERG-TROUND ELE'U". Ou llkl�ll Cal �m J -BOX F OF TEL AND TEL FROM ( rm IN "x420" AK ------------- E�"��IUB� I � � I NrASTER SUITE / w 1► ; I I y I 14 I I �j/ �•J I I / �! L� ---Ak _ M STER ,. BATH �a AH 1 LINEN 10 co L I II DISCONN T / L UNDRY I II I D 11 W I/ I II 3R LT 11 AI l x l I T J W ./C\�A 1 DN 41 m m �0 'BATH 0 14 BEDROOM 3 � I -9 A \ BE ROOM 2 T I I I I I I � 14 I VAULTED CEILING I I I EGSESS al 0 � iWRIL 1/4" = 1'-C lv W.I.C. "�f, I] I & DE ATTIC / SWITCH 3" MAX. BETWEEN TRIM AND SWITCH C/L�_ ee TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 04 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. O7SWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4, PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (LE. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8, LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES, 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2.CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN LSV COMBO SMOKE DETECTOR WALL MOUNTED LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH $4 RECESSED CAN { LIGHT FIXTURE DIMMER SWITCH $d RECESSED VAPOR Q PROOF FIXTURE 110 V OUTLET Q FLOODLIGHT SWITCHED OUTLET FLOURESCENT GFI OUTLET ��� LIGHT CEILING C,F MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK cn FUTURE FAN / �j \ TEL PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPr- CODE SIZED J BOX i WITH BLANK COVER LSV Z ry cn LLJ ry LLJ __J ~ IWI I— L-LJ Iwl Ld _ cn W z H Z LdJ LJ :22® LLJ = LTJ v Q Lij U 1 M (]:� <on a- :2 J 1 DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE_ AS NOTED DATE 07/16/12 14m4E SHT OF GENERAL NOTES DESIGN REQUIREMENTS STRUCTURAL NOTES 1 DESIGN LIVE LOADS (MINIMUM): FOUNDATION PLAN A FLOORS - 40 PSF DOWEL PLACEMENT PLAN B BALCONIES - 60 PSF FLOOR FRAMING PLAN C DECKS - 40 PSF ROOF FRAMING PLAN D STAIRS - 40 PSF LINTEL PLAN E ROOFS - 20 PSF FOUNDATION DETAILS WIND DESIGN LOAD INFORMATION - GENERAL DETAILS (PER FBC 2010, REF. ASCE 7-10) GENERAL DETAILS 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = II + 30.0 3. WIND EXPOSURE (ALL SIDES) = B DOORS (12'x8') 4. INTERNAL PRESSURE COEFFICIENTS DETAILS ENCLOSED BUILDINGS = +/- 0.18 + 18.5 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -48 PSF, +36 PSF FOR ROOF LOCATIONS: -42 PSF, +33 PSF 6. CONSTRUCTION TYPE 5 B - 19.7 FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" 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 6x6xW1.4xW1.4 WWF 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. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3, FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. 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 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE 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 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE 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. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 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 SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2• WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED 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 ANSI TPI 1. 4. 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 THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. �kM§ 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 (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF(SHINGLE TYPE ROOF CQVER) DL = 20 PSF TILE TYPE ROOF COVER) DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. 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. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR 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 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 THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 2. STRAPS/CONNECTOR SUBSTITUTION 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. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1 /2" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY ® 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY 11F 0irado0 4 UNIT BUILDINOU BUILDINOu "21 7T INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 DOORS (8'x6' -a") - 39.8 GENERAL SLIDING GLASS + 30.0 + 30.0 DOORS (12'x8') - 36.7 DETAILS 9'-0" x 7'-0" + 18.5 + 18.5 DESIGN PRESSURES OPENING TYPE END ZONE MID ZONE DATE ZONE 5 ZONE 4 WINDOWS + 35.3 - 47.2 + 35.3 - 38.2 + 33.7 + 33.7 ENTRY DOORS - 44.0 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS (8'x6' -a") - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x8') - 36.7 - 30.0 9'-0" x 7'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-0" x 1'-0" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DESIGN PRESSURES BASED ON: REF. 5TANDARD ASCE 1-10 WIND SPEED (VULT) (3 SEC. GUST) 140 m.p.h. EXPOSURE C,4TEGORY B BUILDING TYPE ENCLOSED -'In:z It - 114f 0 V I', 24 a C6r c D o !, W a � 0:� � V I W 0 0 0) 0 WO -� 0 _0 Z1-- (A�0 w0 0 r- �-1z Ua o W _ O Q � J o DG 0 m DESIGN WMR CHECKED � CFG DWG.N0. 211402E JOB No. a SCALE W H a 0 F- n n LY U Un W W W o ti dN, N � C=>Z Z U � J cpg D J O z r 11 t` O Wz°'�� A Wcq CE�0 L_ CO z CO C:3 � 0 zO c�A� � ca Z Oa 4 E z��" W H W Oao c zNo E-4 �W�� O DRAWN LA AS NOTED DATE 9/13/12 si SHT LA 9 53m"& 21'-0" 20'-0" 20'-0" 21'-011 lm' -0" lm' -4" I' -g" 10'-�" S'_3 2 1/2" 10'-0" 9'-g 1/2" I' -g" lm' -0" g._3.. I' I I � I :COINC, ,/z THICK K I I THICKTHICK I (GONG. I I GOANC. I it @' 4 I GOA I T A �— _ r---------- . --_----1- T-----------------r-r------- — E -LI --T T----------------� 1 -4----1 04' FIR FLE I - _,h 04"FN,F I I I C_r 31/2" THICK CONC. SLAB W/ bXb WIIA MA WIUP. OVER I_._ I D b MIL VAPOR BARRIER OVER ( I D COMPACTED FILL. .� > �T- 2 1 - S I I _ ' - 2" 1 _ 0 I 0-e ---- Ll L 411 1-4 L ----- --- \,I �- `� -- / - 1 15'-ro 3/4" 2'-5" ro'-(o 1/2' 2' `� 1/ I I 8 -6 3/4 2 �✓ 12 I I I ®or 1/4" ° I I IN \pny = ■ I ■ �- ------ ----- ------ - -- - --___ -� ---- - ------ J J L— — LO 1 D D 16'-0" 21-F% 1'-2' 2'-0" S'-0" 2'-0" 2'-10" L 1g'-4" 411-411 12'-0" r✓ -'-4" 18-10 21_E, 211-011 201-01, 201-011 211-011 FOUNDATION PLAN. 3/16 "=19 —0" m CN cv L N S`I'1" SOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. *5 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE S' -S" O.G. MAX UN.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. *'S CONT. FTG. TO TIE BEAM. 41 INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. mmA Z O IL FY U V) w 0 A >. ry v V-1 i W d ®®o4eii iii��ei n_ o Ld ao•o®®oo•000•• �®,FO® � d. �. oLLd ®��•W ®' Z Z +* O • t/1 h+ s Q Q s %:g �T JZ e°®R t J � Il it a t` a` AP -4 •CQ C 06 pa LQ 09 z �upA� m O N� a ©ca 0 Q Z m w w Ir H Z Lu !y U o� x Z �; a a F- � C) W. E- O O v W O N O O V) WO Z V) Z 00 cn3:0 WO 0 ~ Y N �Q0 U Q J Z LJ �E-im DESIGN DRAWN WMR LA CHECKED � CFG DWG. No. 2114026 JOB No. SCALE AS NOTED DATE 913/12 S2 SHT F3 F3 F3 F3 F3 FTI F20 FT43 FT5 CJ? Cil F22 F22 n HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 12 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 1/2" SPACER PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) (10) 16d END NAIL KING 2x8 SYP #2 BUILT UP STUD COLUMN O(3) (2) 2x12's w/ 2x6 SYP #2 BUILT UP STUD COLUMN F3 F3 F3 F3 F3 FTI F20 FT43 FT5 CJ? Cil F22 F22 n HEADER SCHEDULE F1 (1) META16 FLOOR TRUSS TO CMU 11 # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER � F13 HTS16 12 U.N.O. WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. (2) 2X6's w/ (6) 16d END NAIL KING MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 (2) 2X8's w/ (8) 16d END NAIL KING H2X$ 1/2" SPACER STUD TO HDR 0 EA. END 2 0 (2) 2X10's w/ (10) 16d END NAIL KING H2X10 1/2" SPACER STUD TO HDR CSP EA. END 2 WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO (2) 2x12's w/ (10) 16d END NAIL KING w/ H2X12 1/2" SPACER STUD TO HDR 0 EA. END 2 CONNECTOR LEGEND F1 (1) META16 FLOOR TRUSS TO CMU 11 HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK F13 SOLID IN FLOOR BETWEEN COLUMNS � F13 HTS16 12 HUC210-2 WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY F4] LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW EPDXY MIN. 5" EMBED 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. Ir✓- HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED 0 DRILL & EPDXY w SIMPSON SET EPDXY UNLESS NOTED OTHERWISE. 6 HUC410 BEAM TO B/U COLUMN 1�+ LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" MIN. EMBED SIMPSON SET EPDXY OR EQUIV. WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO Z w/ D LTT208 COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 1i SUL26, TRUSS TO LEDGER HU210-2 18 SUR26, TRUSS TO LEDGER 9� (2) HTS16 TRUSS TO COLUMN OR TO HEADER 19 MSTC28 COLUMN TO TRUSS BELOW Flo COL TOR, 6" EMBED. BLOCK OOORBETWEEN 2fd HHETA16 TRUSS TO CMU SOLID FMN COLUMN No FG3A F13 I® Fos%/ G 10 0 FT1 : FT1 4'-0 41-011 L HATCH INDI ATES FIRE RETARDANT FL'T WOOD TRUSS PER PL CONNE( PER PL (2) 2X 1/2" 1 8 F23 v N v INi EL LNC L. Ll w w w w w LOAD BEARING KNEE WALL, ATTACHED TO CMU w/ 4'-0" ANCHOR BOLTS ® 32" O.C. HATCH INDIr-ATES FIRE RETARDANT PLT -WOOD 3 FT30 F13A Ln PI W U U BA7 BA7 BA7 BA7 BA7 FT11 Illffl FT1 0 CJ3 Cil Ist FLOOR I'PAhIING PLAN NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. O BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.C. FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 0 12" O.C. CMU WALL PER ' PLAN 3/4"=1'-0" 2 EYEBROW DETAIL ROOF NOTES: F13 F13 F13 FI3 � F13 FG3A F13 I® Fos%/ G 10 0 FT1 : FT1 4'-0 41-011 L HATCH INDI ATES FIRE RETARDANT FL'T WOOD TRUSS PER PL CONNE( PER PL (2) 2X 1/2" 1 8 F23 v N v INi EL LNC L. Ll w w w w w LOAD BEARING KNEE WALL, ATTACHED TO CMU w/ 4'-0" ANCHOR BOLTS ® 32" O.C. HATCH INDIr-ATES FIRE RETARDANT PLT -WOOD 3 FT30 F13A Ln PI W U U BA7 BA7 BA7 BA7 BA7 FT11 Illffl FT1 0 CJ3 Cil Ist FLOOR I'PAhIING PLAN NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. O BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.C. FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 0 12" O.C. CMU WALL PER ' PLAN 3/4"=1'-0" 2 EYEBROW DETAIL ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Ld 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA 0 UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO Z CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. W 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. U ATTACH TO TRUSS BOTTOM CHORD WITH 8d. NAILS 0 4" Q.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE), 5/8"(WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). O PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE as MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" Q.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL low SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD _ USED FOR UPLIFT & SHEAR RESISTANCE. ®� ® 10 ® a Z • • a. Lu i U + ®®� J NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS '+ ' 1 1e 3 SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL A OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN wz O W M i - NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT a H z . z_OE4MM CO TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED 1..` z O x z z GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR 0 0 z�W�� O V COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE W WITH ASTM A 153. CONNECTION NOTES: 0 N 0 0 ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE ILilWO FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. Z O ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE , r SIMPSON H2.5T U.N.O. C" j O � ATTACH TRUSSES WITH AN 8" RAISED HEEL TO i FRAME WALL WITH A MTS12 w/ (5) 10d NAILS Y INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD LLu 0 ALL TRUSS TO TRUSS CONNECTIONS TO BE c SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS DESIGN DRAWN CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE a CHECKED CFG 3 OF THE WALL, U.N.O. JOB No. SCALE AS NOTED FLOORING SIMPSON H2.5A MAY BE USED ON CORNER E JACK AND END TRUSSES WHERE UPLIFT GENERAL NOTES DOES NOT EXCEED 535 LBS. REPLACEMENT FOR ISE 1.FLOOR JOIST HANGERS SUPPLIED & OMITTED STRAPS cr ENGINEERED BY FLOOR JOIST COMPANY : 2. REFER TO TRUSS MAN. DRAWINGS FOR MISSED META -16 LINTEL STRAPS FOR MASONRY TRUSS DESIGNATIONS CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON 3.ALL TRUSS/BEAM TO MASONRY MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR -� CONNECTION TO BE META -16 (U.N.O.) LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS FLOORNAILING PER STRAP). OTHERS ON CASE BY CASE BASIS TO SCHEDULE BE APPROVED BY THE ENGINEER OF RECORD. � ROOF VENTS: FLOOR SHEATHING TO BE 3/4 1. VENT SIZES TO BE CALCULATED BY OTHERS PLYWOOD OR OSB (U.N.O.) WITH LONG 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE DIMENSION PERPENDICULAR TO SUPPORT LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT a c (FLOOR TRUSSES) TO DICTATE LOCATIONS OR CALCULATIONS NAILS: NAILS USED IN ALL FLOORING 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN APPLICATIONS SHALL BE 8d, RING OR FBC 2010 EDITION SECTION R806 SPIRAL SHANK, HAND OR GUN DRIVEN 4• ROOF VENT AREA FORMULA: NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND SQ. FT. OF CLG._ AREA OF FREE VENTILATION REQ'D.j DRIVEN NAILS, SPACING SHALL BE 6" 15011 ON EDGES AND 12" IN FIELD. * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 2X4 FRAMING OR 2X6 PT LEDGER W/ 2X4 FRAMING OR PRE -ENG. TRUSSES (2) 1/4"X3-1/2" SDS PRE -ENG. TRUSSES 0 24" O.C. MAX. SCREWS 0 16" O.C. 0 24" O.C. MAX. W/ SIMPSON H4 TO W/ SIMPSON H4 TO LEDGER LEDGER ROOF SHEATHING ROOF SHEATHING FASTEN PER PLAN FLOOR SYSTEM FASTEN PER PLAN AND CON. PER USE (4) 10d NAILS PLAN USE (4) 10d NAILS Li FOR CONV. FRAMED FOR CONY. FRAMED MEM. ONLY MEM. ONLY ti 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 10d 0 3" O.C. 2X6 FACIA 2X6 FACIA ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS Ell3/4"=1'-@„ 3 EYEBROW DETAIL � 3/4((=1'-0" Ld Q 0 Z 0 W U W O W a ®_gyp••• �„ LI ••• ,��'��'' �" w 0i ®� ® 10 ® a Z • • a. Lu i U + ®®� J `••�� 0e® C Q %C-) ®•®®®a4 �•••••�� ®®` CD J '+ ' 1 1e 3 z L> m wz O W M i - Z u1 z M cl) H z . z_OE4MM CO 1..` z O x z z LLI ® L) O O ui I a 0 z�W�� O V L _Ld W -♦- 0 N 0 0 i V) (0 ILilWO _ V Z O ID , r WSJ 0 j O � i r W N Y ►��Jz LLu 0 U a Z) DESIGN DRAWN I WMR LA CHECKED CFG 3 1 DWG.N0. 2114026 JOB No. SCALE AS NOTED I DATE 9/13/12 i S4 SHT 2nd FLOOR I'R.AMING PLAN ;fi0 CONNECTOR LEGEND COLUMN SCHEDULE OA HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR F1 (1) META16 FLOOR TRUSS TO CMU 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK UP STUD COLUMN O(3) SOLID IN FLOOR BETWEEN COLUMNS SYP HTS16 12 HUC210-2 H2X6 LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 44 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X8 EPDXY MIN. 5" EMBED S(8T)UD TO HDR ® EA 2 7 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED W2X10 DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR ® EA. END 2 O(3) (2) 2x12's w/ (10) 16d END NAIL KING LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" H2X12 HUC410 BEAM TO B/U COLUMN STUD TO HDR ® EA. END MIN. EMBED w/ SIMPSON SET EPDXY OR EQUIV. D ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I it I SUL26, TRUSS TO LEDGER Fal I HU210-2 I 18 I SUR26, TRUSS TO LEDGER ❑9 I (2) HTS16 TRUSS TO COLUMN OR TO HEADER I 19 I MSTC28 COLUMN TO TRUSS BELOW 10 I SOLID CINL FMQOROBETWEEN CMU COLUMN AND6'CMU BED. BLOCK I 20 I HHETA16 TRUSS TO CMU HEADER SCHEDULE COLUMN SCHEDULE OA # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1/2)9 SPACER STUD TO HDR ® EA. END 1 #2 (2) 2X8's w/ 16d END I INEND H2X8 1/2 SPACER S(8T)UD TO HDR ® EA 2 UP STUD COLUMN (2) 2X1 O's w/ (10) 16d END NAIL KING 2x8 W2X10 1/2" SPACER STUD TO HDR ® EA. END 2 O(3) (2) 2x12's w/ (10) 16d END NAIL KING SYP H2X12 1/2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *— HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 0916" O.C. 16 31 51 71 721 721 1721 71 51 31 16 (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS @ 6' O.C. PER ROW, STAGGERED 3" TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X1 0 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE), 5/8"(WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES HUCQ410-SDS (3) 2x4 SYP #2 BUILT UP STUD COLUMN O ENTRY BEAM DETAIL Is FIrmiMl W Q IlllilIn o v Lv Izz go oeg c0. �® Z N �'a�:�w Z ° W ¢�fi ° r U it re i FO%' N® 3 ca 0 ►--� O cz. W L) 0 zCD 612 ' ill Z U2 O� �FZ �;:4OUgQ Q',.� E, m � Z 4 C) ��o Z0 Ld z _0 O v <C W � r N �N x 0 0) Q ; V)cfl WO o r V) Z I— o V) �: 0 WO 0~� Z o L)Quj o F w Q Q Z) EL:2_jm — DESIGN DRAWN WMR LA CHECKED CFG DWG.N0' 2114026 JOB No. O SCALE AS NOTED DATE 9/13/12 S5 SHT COLUMN SCHEDULE OA (2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X1 0 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE), 5/8"(WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES HUCQ410-SDS (3) 2x4 SYP #2 BUILT UP STUD COLUMN O ENTRY BEAM DETAIL Is FIrmiMl W Q IlllilIn o v Lv Izz go oeg c0. �® Z N �'a�:�w Z ° W ¢�fi ° r U it re i FO%' N® 3 ca 0 ►--� O cz. W L) 0 zCD 612 ' ill Z U2 O� �FZ �;:4OUgQ Q',.� E, m � Z 4 C) ��o Z0 Ld z _0 O v <C W � r N �N x 0 0) Q ; V)cfl WO o r V) Z I— o V) �: 0 WO 0~� Z o L)Quj o F w Q Q Z) EL:2_jm — DESIGN DRAWN WMR LA CHECKED CFG DWG.N0' 2114026 JOB No. O SCALE AS NOTED DATE 9/13/12 S5 SHT W 3/4" RECESS PER MFG, SLIDING 1/2" G.W.B. OVER VAPOR 8" CMU .BLOCK 1/2" GYP. BD, EA. SIDE SPECS C�LA55 ©R.� BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR S" CMU BLOCK OF 2x 5 16 O.G. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. 5P-4 02x4) / 5P-6 C2x6) ° . FURRING Q 24" O.G. I BETWEEN 3/4" P.T. VERTICAL I� 1/2" x 7" WEDGE e EACH (2xT (1) "5 FROM FTG. t0 FURRING -s 24" O.C. I ANCHORS 6" FROM EACH SCUD ^�� AM 5 ICE TO (1) 05 FROM FTG. TO EA. END OF WALL TOP BOTTOM ° I TIE BE PL V II TIE BEAM SPLICE TO AND 32" O.C. PT. BOT. PLT. °' ° .a ° ° 51LL F MED ON SITE 3-1/2 CONG. SLAB I BE MIN. 3(d GROUT 3 1/2 GONG. SLAB I BE MIN. 30" GROUT w/ FIBERME5H REINF. CELL SOLID w/ FIBERME5H REINF. XP JOINT OVER 6 MIL. I SHUJR. I I INTERIOR OVER 6 MIL CELL SOLID.. Z VAPOR BARRIER I I I VAPOR BARRIER I — d ° — a ° ° "° e — ._III- 4 1/2" CASING F-- -I—I I — =-4.I ALUMINUM THRESHOLD ry GRADEIII—� I—I I lI—I GRADE=i 11=_ I I=1 11=1 I I III—III- 3-1/2" GONG. SLAB SLOP=11E v = - _ �< m Y�° AI Iii=1 1-i I=1► I (2) «5'S CONT. I (—III ,I 1=1 I I ILI- (2500 P.S.t.) W/ —) I I III= Z W/ 3" MIN. CLEAR "' SILL FORMED ON SITE W _= _-I I S 8l 6x6 10/10 W.W.M. 0 I I-- � A/C CHASE 7:E1I—� � ° : I I-=I II � � AND � MIL. VAPOR 3/4 RECESS — — VC SLEEVE t0 I= III _ q�:.,�d =III—I WHERE 2ND STORY OCCURS BARRIER d a N P II I I= =1 FTG SHALL BE 1'-8" WIDE I.-Iii=�;Mlil ii1== IiI=1iI IiI-BE TWICE THE MONOLITHIC FOUNDATION' j 1 I �- m 11II—I —III—III--�1�. DIAMETER OF I I-1 — i —_- i W/ (3)"5 BARS ° 1-1 I— GLEAN —� 1-1I1 PROTECTED PIPE '-III III=III-1 I— I1=' ° W/ (2) S DIA. RODS CONT. ,1 1 1-1 1 I COMPACTED FILL I— III ° 4 ON CHAIRS 1 -4 I I1=1I1—III_ UPLIFT CONNECTORS SUCH A5 5P'S, H's, AND ANCHOR BOLTS ARE NOT PERG 95ro STANDARD i'-4° REQUIRED ON WALLS NOT EXPOSED TD UPLIFT FORCES. SHEARWALLS SPECS b DENSITY 1 _O WHERE 2ND STORY OCCURS C1) "5 CONT. REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. ,> FTG SHALL BE 1'-S" WIDE W/ 3" MIN. CLEAR EXP JOINT Lu/ (3) 05 BARS s 5i-�uJR FTG� EXTERIOR D OOH � FOOTING SECTION a 3 G'I-EASE DETAIL �t-rs � f 1�1�. ��C� UJ�1� � ��'C�, NTS 5 u-rs � IIIIII I N-rs I Nts'O POURED S I !� W1 5LOC'IG®�`�r�1e'�'ir'���'® W o �® , ••e®seoeseeee �� ��e N let IIIA a „� : Q C.) ®: ci ._ ®��-Oleo, ®®®®®e®' ••e®•���0®®� Cl � �IIIBl9 J 1/2" GYP. BD. EA. SIDE OF FILLED CELL c �` 2x'5 Q 16" O.C. p" T-4-7 1/2" J-BOLTS 6" FROM NON -LOAD EA. END OF WALL GARAGE 4„ BRG. WALL AND SPACE la32" O.G. = 11 ; S" CMU BLOCK (6" MIN. EMBED) NO 2 1/4" �► 3 1/2" GONG. SLAB I WEDGE ANCHORS TOP VIEW 6 CORNER 5P-4 (2x4) / 5P-6 (2x6) �II e EACH (2xT cD II TIE BEAM SPLICE TO vN p w ALLOWED (1) +'S FROM FTG. TO �`- 7w I I .4 TOP e BOTTOM 3 1/2 GONG. SLAB w BE MIN. 25" GROUT I } PT BOT. PLT. w/ FIBERMESN REINF. W z r- --------, _�-tet GRADE d - OVER 6 MIL. Q � � A ~ p E � � GARAGE WALL 11 CELL SOLID =III_=1I I-=1I I-1I1=1I 1=1I I- � � ° ___ _ __ _____ __ _ tl VAPOR BARRIER ° -> yuj VI VM I=_I I I=111=111 --- - f ^�-� - - a — ��IIF7~ 4a dp O w 11-111-1111 I. - �" a �• ° p V. c - — ° 3 1/2" GONG. SLAB 4" m III �� . ° GRADE% H 5 8" x 8" THICKENED C3) "5'S DONT. J - _ fid, SLAB w/ C1) "5 GOVT. (2) S'5 GOVT. W/ 3" MIN. CLEAR 10„ 10" � oz14 W/ 3" MIN. CLEAR S S" — — ` 1=1 I 1 �° 11= I I Z - - - °° °$ ��� -1 11°I z z� w =1 I I=1 I I=1 11=1 11=_ _-III—I 0 w' z o UPLIFT CONNECTORS SUCH A5 5P'5, H's, AND ANCHOR BOLTS ARE NOT III—III—)11=III=III=III=I 1 REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS -III= = I I=I I=III =III=I _ S" x S" THICKENED I= - = I =� , o x 1 1 1 EDGE W/ (1) #5 I -1 I I--III I a REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. I—III—III—III=III=' CONT. MONOLITHIC FOUNDATIO CLEAN -J Z rs, F+ ' 1 ; 11--1 I — ii I W/ (2) *S DIA. RODS COMPACTED FILL H O a+ Cwt -III—I I CONT. ON CHAIRS 1 -4 a 95% STANDARD D O U DENSITY WHERE 2ND STORY OCCURS I J FTC SHALL BE 1'-S" WIDE W W/ (3) 05 BARS _ OFFSET' FOOTING TH I C<ENE D EDGE U � N .� OFFSET FOOTING S „_ � _ �� 9 �� C-��R��� C �'� TP I C<ENE D EDGE Nts NON5E AR I NG NTS �� ��' f NCS 3��. - � � 6GARAGE DOOR Nts DETAIL NTS D 00 0 r V) Z 1/2" G.W.B. OVER VAPOR 8" GMU BLOCK Lj O I/2" G.W.B. OVER BARRIER W/ R-3 INSUL. BEYOND 1/2" G.W.B. OVER I g" CMU BLOCK W 8" CMU BLOCK BETWEEN 3/4 P.T. VERTICAL 1 1/2 P.T. VERTICAL I I-- 1 1/2" P.T. VERTICAL II FURRING e 24" O.C. FURRING e 24" O.C. FURRING 24" O.G. EXTERIOR DOOR II (1) •5 FROM FTG. TO (1) 05 FROM FTG. TO II TIE BEAM SPLICE TO v r-- TIE BEAM SPLICE TO 3-1/2" GONC. SLAB (3) S'S CONT. „ (3) *5'S CONT. BE MIN. 30" GROUT w/ FIBERME5H REINF. W/ 3" MIN. CLEAR BE MIN. LI GROUT > W/ 3" MIN. CLEAR II CELL SOLID OVER 6 MIL. NTSEALENTNOLD SET Ii CELL 5OLIp J -7 VAPOR BARRI uj 10 1/2 " Lu Lu Q --�---- - GRADE -I°I _ __ - e =1 I I=1 �_ 1 I°I—III— ° =_ 1=111- 1 °° -III—III �p ° III—III—III a —1 I—I I I I ° ° •� °• I �110 II ' c� J m d;. DESIGN DRAWN 1 I=1 I1 I —III ( I I=1 11=GLEAN — " =1 I I � WMR �,�, COMPACTED FILL 1-1 11=1 11- I I I=1 I =i i I =1 1=1 I I i i 1=1 I' I; DENSITY STANDARD CHECKED CFG S" 2'-0" S" MONOLITHIC FOUNDATION DWG.No. W/ (2) *5 DIA. RODS CONT. 1 I I-111-11 1 I l 11 I I, ; III all 21-01 g JOB No. 114026 ON CHAIRS a SCALE AS NOTED WHERE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE 09/13/12 W/(3)#5 BARS DATE ENTRY DOOR GARAGE CURS NOT NOT PARTY WALL DETAILNYS AT PARTYWAL L USED USED SHT SD1 FOOTING w 1/2" GYP. BOARD x/16" 0.5.8. SHEATHING Q 1/2" GYP. BOARD x/16 0.5.8. SHEATHING 2x4 STUDS e 16" O.G. DECKING PER 2x4 STUDS 6 16" O.G. DECKING PER 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING SCHEDULE SCHEDULE ATTACH RIBBON TRUSS (BY TRUSS BOARD TO TRUSS OTHERS) OTHERS)) TRU55 PER PLAN w/ (3) 106 NAILS i ATTACH SHEATHING TO 1/2" ANCHOR BOLT w/ RIBBON BOARD WITH WASHER w 32" O.C., 3�/4 8d NAILS w 3" O.G. DRILLED AND EPDXY w/ OL SIMPSON SET EPDXY, OR EQUIV., MIN, 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH Z ° (2) Sd NAILS EVERY 3" ad NAILS a 3" O.C. WALL O.G. SHEATHING TO BOTTOM ' °. PLATE ° 4. O.S.B. TO OVERLAP ° . META16 PER PLAN HGA10>KT 48" O.C., u 1/2 GYP. BOARD HGAIOKT 48" O.C., TRUSS TO TOP V) BOT. PLATE 1 1/4" TRUSS t0 TOP N.) PLATE PLATE (MI w 8" CMU WALL O PT lx NAILER AS REQ'D. —5" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. t I DOUBLE TDP DOUBLE O 2 6TORY CONNECTION 2 2 5TORY CONNECTION I I OI V. PLATE, U.N.D. PLATE, U.N.O. 1 a� =' ',1� �,. WALL 1 1/2' =1' - �" 6 FE RF. WALL 1 1/2 " = 1' - �" SP4 a EACH SCUD SP4 � EACH STUD j '1/16 OSB, NAIL TO BRW G ALL PER ' ' PLAN, CONTINUOUS FROM TOP OF �, �i w ry TOP PLATE TO BOTTOM PLATE. 2 X4's 6 16 " D.G. FIRE RATED WALL � w � FIRE RATED WALL SYSTEM SEE ,,4 ��1's1111i111I/ G. � DOUBLE BOTTOM PLATE SYSTEM, SEE PAGES FOR RAL ®®��� { ���i ' N ARCHITECTURAL _ o`er ���°•.•.. �t%�� �►'- d' UPSIDE DOWN H10> COR H14-2 FOR PAGES FOR TTOM LATE TO EACH MID -POINT DESCRIPTION Mlp-POINT DESCRIPTION ®� ' °••°°��'•° �i,�`;C' o 2 -FLY), BD P BLOCKING ••°vi h, V �'�WJ = evz Z TRUSS. SLIT FLOOR DECKING TO BLOCKING a T A BETWEEN STUDS BETWEEN STUDS S � '" P LG• Q ACCOMODATE S R P _ • ". �r ®® J 0 2x STUDS ow 16" O.G. PER PLAN 2x STUDS 16 O.G. PER PLAN BRC. HGT. 6P4 a EACH f ^ STUD O -� I/2 Z, '4 di TRUSS PER PLAN �[� rl W z °' C1 OR 2 PLIES) FLooR DECKING PER � "' A''" W � � WALL TO FLOOR �'fizU55 PLAN �- w w �wzrn °' 3 SP4 � EACH 1 �� a 1 _ FLOOR SYSTEM H�54 CONNECTION DETAIL " STUD PER PLAN �'' � � V H A 2X NAILER W/ (2) WW U 'iz" GYP. BOARD 1116" 0.5.8. SHEATHING 10d NAILS 6 16" O.C. E-4 �'N'' E� ^ � 16" D.G. ROOF SHEATHING 16" NIGH KNEE � ''' 2x4 STUDS WALL, STUD 2X4's 16" O.G. FASTEN PER PLAN DECKING PER CTYP) SPACING AGING � 16" 4 0TTOM PLATE FLOOR NAILING 2x B z � Z�d"`W E o1/y" GYP. BOARD cSGH RULE Wx IST FLOOR BRCNCT W 77, REFER TO PLANS ' Cq E- � G4 (2) Imd NAILS 6" O.C. TRUSS F— O V N TOP CHORD TO 2X4 EXT. SHEATHING CONT. '^ 9 FLOOR DECK FROM TOP PLT. TO 1/2" DIA ALL THREAD ROD a F- V I 2x4, CONTINUOUS BOT. OF GIRDER, FASTEN 1/2" DIA ALL THREAD 6 48" O.G., 5" EMBED, � LLJ PER PLAN ROD 6 46" O.G., 5" DRILL 8 EPDXY w/ LLJ 1177 EMBED, DRILL d EPDXY SIMPSON SET EPDXY OR 5 _ I w/ SIMPSON SET EPDXY ' I EQUIVALENT N META16 -a EACH ad NAILS 6 3 O.C. GIRDER PER PLAN OR EQUIVALENT TRUSS VERTICAL WALL SHEATHING TO TRUSS BOTTOM I — 2x4 PT FURRING 2x� 2 PT FURRING z � 24" O.C. ° CHORD 24" O.C. a. 2X NAILER W/ (2) GYP. BOARD 10d NAILS 16" O.C. . J 4. TRU65 PT lx NAILED I A5 REQ'D. AV W I c v N C`�ION WALL TO GIRDER 2 5�"O'� CON ' � ° - � � S" CMU WALL = � os PARALLEL WALL 1 1/2'=1'-O CONNECTION DETAIL 1 1/2"=1' ,�" , 8" GMU WALL � z i-- o0 I who (I) "5 FROM FTG. TO 00 (1) *5 FROM FTG. TO O TIE BEAM SPLICE _ Ld TIE BEAM SPLICE r M TO BE MIN. 30" �� GROUT CELL SOLD o GROUT CELL SOLID J Z 1/2" PD GYP. BOAR� ' ~ � W Q o DECKING PER ~ _ " I FLOOR NAILING �N I� Q U �— 1/16 OSB OR SCHEDULE 1/2" PLYWOOD 777d. q d 4 ° .. 4 d 4 4 4 °, � � � W a�41 4 . — _ DESIGN DRAWN HU26 TRUSS TO LEDGER _ .4 —I I I—I I I=� 4 ° — -� aI I I=) I �� WMR LA Ti= irl =III 4 �4 4i i I—I I i =� — —I I —I aI I I— I I�_ I' CHECKED CFG LVL OR GIRDER I — LI ° o III—i i I—I I �--III—III ---_ _ _ °__ I III - PER PLAN DOUBLE 2X8 LEDGER.ATTACH III=III—� _° _ — _ I I (—III=I I I i _ _ _ _ DWG.No. 21 14026 1st PLY TO FLOOR TRUSS w/ (4) GMU WALL 1 -.III=� —III= �__— i — I — I �I I I—III I I I I II I I—III=I I I I III=III= Iod NAILS IN EACH VERTICAL. PER PLAN —� i i- �I I I=I I i -=l I ISI I I_—.I I I—i I I—I i I—I _ = JOB No. ad NAILS 3" O.G. ATTACH 2nd PLY TO lot PLY WITH - I I -- II - I I- I I- SCALE AS NOTED (2) ROWS OF 10d NAILS Q 6" O.G. PER ROW STAGGERED 3" DATE 09/13/12 NOTE= REFER t0 JOIST MAN. 5PEC5 FOR BLOCKING REQ. 2 5 I Y CONNECTION TRU55 TO LEDGER s 2 STORY FARTYWALL SECTION ON a STAIRS g 2 STORY fi�'�4fiz�'�'UJ�4L�. SECTION 3/4":�'-m" � SHT SD2 tO� .� AT PARALLEL WALL NTS CONNECTION FASTEN PT 2X NAILER TO MASONRY W/ 31111 TAPCONS F_ 6 FROM ENDS AND 161, O.G. MAX. FASTENING: REQ. APPLY TO WINDOWS W/O ARCHES AS WELL2x6 STUDS fD 16 O.G. < 5/8" TYPE X GYP. BD. W/ SPII TOP 8 BOTT. 0 44 PROVIDE 1,4" FL- T -ON BOT. OF BLOCKS - BUCK SPECIFIED BY ARCHI ' I I I' I WINDOW/DOOR REFER TO ELEV. ARCH W INDOUJ MANUFACTURER TYP. CORNER VERT. FOR OVERHANG 1 � I Y �,S 3 �, ��_ �- �� MARBLE SILL w OALT. 2 STOfit'�I' CON1�lECt101�l ���si�-m11 FRAMING DETAIL NTS WALL REINFORCING N TIE 5E A1" I DTL. � � I � W1 FIRE RATED PANEL 1X2 P.T. FURRING WINDOW � Q 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. SILL TYP. ,@ ALL 1/2 GYP. BOARD SHEATHING i WINDOWS 2x4 STUDS 6 A DECKING PER 16" O.C. v Ld NOTES.FLOOR NAILING R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND 1" 5 BAR DONT. DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVA IONS) PLATE TO 2010 FBC-RESIDENTIALw ATTACH ----TIE-BEAM--- 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _--- _ — IX4 P.T. NAILER VERT REINF. BEYOND F7 SHEATHING � ®��1111111/n- o INTERIOR FACE OF WINDOW, FASTEN BUCK 70 MASONRY W/ CU RDW OF 3/16"X4" TAPGONS i WOOD BASE II 8xSx16 GONG BLOCK TO RIBBON ``®\` 0 �'j®�� q* REGESSE 6" FROM ENDS AND 16" O.G. MAX. II BOARD WITH ,a ® ®®°®®,° ,% r cv PRECAST TAPCONS TO BE I I/2" MIN. FROM EDGE OF BUCK 3-1/2" CONC. SLAB Sd NAILS v • ° •° • �� C W 3" O.C. "' '® `o•• °'d' IL X.,� I�� a Z HEADER PER PLAN II MAIN FLOOR ; C4,1%% f, 0' 00 p 3. BUCKS LESS THAN 2X TO BE FASTENED L W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- -- 7-�j • Z +^ o Q V El 0'-0" ATTACH � r u� ° _ W-: J CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, I I SHEAT � � �;� ® p A 4 .y TO FLDOR t„ �, :• �/8°°�� ®: � Q o 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE III e .I. TRUSSES z °9 ��°°°® °°• �� _3 ADDED TO EXISTING 2X BUCKED OPENING, USE I 111I I —� _—___— REFER FOUNDATION WITH (2) ��®®® ®°®®4'i�®�®® J (3)ROWS OF 10dX3" NAILS STAGGERED -'12" O.G. j I I -I I " I I .a �. I I I—I I I= I I =I PLAN FOR FTG. o r,�•' ��® 4® LL. SUCCESSIVE BUCK III=III I=II = INFORMATION ad NAILSI i®olAdtAAe1���® -III=1 I _--III EVERY 3 a 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/I S BAR _ FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ = I=III- I �— 1/2" GYP. META16 PER PLAN O.C. CONT. FROM BEAM TO III=III= ( III- =III=III BOARD o BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING.— III -III -III III="III—) WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I I =I I l I I—III—� PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS x+1(o" O.G. FASTEN — NAILER AS N WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. Z loll CMU WALL J- O ,� Wz�r STEL' DOUJN TIE f5EAM NTS �+ TYPICAL 5LOCK WALL SECTION NTS 12 2 STORY CONNECTION ��s � A�o 5 DOOR 5UCK DTL. NTS ,AT CANTILEVER I I m W � z u) 0 w ISa z 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 11 NAILS a EA.U E A CO (I)"5 IN 71E BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS EA. REFER TO WW PLANS FOR : E+ � E Z DIAGONAL AS SHOWN. FASTEN ROOF 0 SHEATHING TO BLOCKS w/ad NAILS 1'-4" MAX. EXACT SIZE OF (� AO O 1:6� — — — — — — — — � 6 " O.C. O.H. i" m I I = —— — — — — — — 'Q � o ,� � w z C15 BAR IN PRECAST LINTEL I E W — = CONT. 2X4 E: � U � C O x (2)"5s VERTICAL ° 3/8 DIA. ANCHOR � �, t/j I a a, IN GROUT FILLED 2X4'5 6 24" O.C. Z OO W w E CELL 2 X 4 P.T. TOP BUCK SIMPSON NGA10 w I GABLE END 48" O.C. ' ^ O V Wk (1)"5 VERTICAL IN SHEATHING OSB NOT REQUIRED GROUT FILLED CELL e (AS REQ'D PER PLAN) 2 X (I P.T. BUCK EACH C5) 16d NAILS FASTEN PER PLAN. 70 BE CONT. � THE (,� 4 BRACE TO TRANSITION FROM L d SIDE OF OPENING TOP PLT. TO GABLE I BLOCKING SPLICE AS REQ D. X TRUSS () ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO 6IMP50N HGA10 BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 06-011 WASHER W/ EACH ANCHOR. NAILS. fiL (let BOLT TO BE 5" MAX. ASV. CURB, REST OSB NOT REQUIRED TO BE CONT. a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING s 48" TRUSSTRUSS PLAN. O.G. MAX. 45° FROM NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H10A AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6 BEAM PER PLAN DIAGONAL TO TOP V) GARAGE CURB (8" MAX.) FROM EAVES. PLT. W 0) REINFORCING �j /� 13 NOT USED � � 00 0 VERT. I� IN OI`C IN�.:�F ii n S EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** '� BUCK DETAIL o NTS SIMPSON H10A TO BOTTOM OF FRAME WALL CONNECTION � DIAGONALTO BEAM NAIL w/ ad BEAM NAILS a 311 O.C. Z IU ***NOTE: GABLES SMALLER THAN 5' DO NOT REQUIRE BRACING*** � Lj 5E AM CONNECTION 12 O —TIE -BEAM— IN •.aA =■ ON EVERY OTHER STUD I■ _ _ 1 01 - __ N= (2) P7 2X6 "2 (OR BETTER) SYP PRECAST SILL NO-NMI� ���� MIN Q U PRE-ENGINEERED WD TRUSS, 24" O.G. 3 i" OLD a\gj TO PLT. 4 2x6 DBL. BOTTOM PLATE MIME PT 2X8 PLT. 111111- 11311111 ■■ _ i� CANT. FORaL 1/2" J -BOLTS w/ ■—■ GLG. NAILING WASHERS (MIN. 6" MIN DECKING PER Mimi SURFACE m EMBED) MIN. (o MIME M1■ p FROM EA. ENE) AND MIN _ ■'-I 11-11 CL J m R-30 INSULATION �N -M11 DESIGN DRAWN TO PLT. e 12" O.G. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION � WMR LA BUCK SPECIFIED BY ARCHI ' I I I' I WINDOW/DOOR REFER TO ELEV. ARCH W INDOUJ MANUFACTURER TYP. CORNER VERT. FOR OVERHANG 1 � I Y �,S 3 �, ��_ �- �� MARBLE SILL w OALT. 2 STOfit'�I' CON1�lECt101�l ���si�-m11 FRAMING DETAIL NTS WALL REINFORCING N TIE 5E A1" I DTL. � � I � W1 FIRE RATED PANEL 1X2 P.T. FURRING WINDOW � Q 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. SILL TYP. ,@ ALL 1/2 GYP. BOARD SHEATHING i WINDOWS 2x4 STUDS 6 A DECKING PER 16" O.C. v Ld NOTES.FLOOR NAILING R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND 1" 5 BAR DONT. DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVA IONS) PLATE TO 2010 FBC-RESIDENTIALw ATTACH ----TIE-BEAM--- 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _--- _ — IX4 P.T. NAILER VERT REINF. BEYOND F7 SHEATHING � ®��1111111/n- o INTERIOR FACE OF WINDOW, FASTEN BUCK 70 MASONRY W/ CU RDW OF 3/16"X4" TAPGONS i WOOD BASE II 8xSx16 GONG BLOCK TO RIBBON ``®\` 0 �'j®�� q* REGESSE 6" FROM ENDS AND 16" O.G. MAX. II BOARD WITH ,a ® ®®°®®,° ,% r cv PRECAST TAPCONS TO BE I I/2" MIN. FROM EDGE OF BUCK 3-1/2" CONC. SLAB Sd NAILS v • ° •° • �� C W 3" O.C. "' '® `o•• °'d' IL X.,� I�� a Z HEADER PER PLAN II MAIN FLOOR ; C4,1%% f, 0' 00 p 3. BUCKS LESS THAN 2X TO BE FASTENED L W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- -- 7-�j • Z +^ o Q V El 0'-0" ATTACH � r u� ° _ W-: J CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, I I SHEAT � � �;� ® p A 4 .y TO FLDOR t„ �, :• �/8°°�� ®: � Q o 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE III e .I. TRUSSES z °9 ��°°°® °°• �� _3 ADDED TO EXISTING 2X BUCKED OPENING, USE I 111I I —� _—___— REFER FOUNDATION WITH (2) ��®®® ®°®®4'i�®�®® J (3)ROWS OF 10dX3" NAILS STAGGERED -'12" O.G. j I I -I I " I I .a �. I I I—I I I= I I =I PLAN FOR FTG. o r,�•' ��® 4® LL. SUCCESSIVE BUCK III=III I=II = INFORMATION ad NAILSI i®olAdtAAe1���® -III=1 I _--III EVERY 3 a 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/I S BAR _ FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ = I=III- I �— 1/2" GYP. META16 PER PLAN O.C. CONT. FROM BEAM TO III=III= ( III- =III=III BOARD o BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING.— III -III -III III="III—) WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I I =I I l I I—III—� PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS x+1(o" O.G. FASTEN — NAILER AS N WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. Z loll CMU WALL J- O ,� Wz�r STEL' DOUJN TIE f5EAM NTS �+ TYPICAL 5LOCK WALL SECTION NTS 12 2 STORY CONNECTION ��s � A�o 5 DOOR 5UCK DTL. NTS ,AT CANTILEVER I I m W � z u) 0 w ISa z 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 11 NAILS a EA.U E A CO (I)"5 IN 71E BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS EA. REFER TO WW PLANS FOR : E+ � E Z DIAGONAL AS SHOWN. FASTEN ROOF 0 SHEATHING TO BLOCKS w/ad NAILS 1'-4" MAX. EXACT SIZE OF (� AO O 1:6� — — — — — — — — � 6 " O.C. O.H. i" m I I = —— — — — — — — 'Q � o ,� � w z C15 BAR IN PRECAST LINTEL I E W — = CONT. 2X4 E: � U � C O x (2)"5s VERTICAL ° 3/8 DIA. ANCHOR � �, t/j I a a, IN GROUT FILLED 2X4'5 6 24" O.C. Z OO W w E CELL 2 X 4 P.T. TOP BUCK SIMPSON NGA10 w I GABLE END 48" O.C. ' ^ O V Wk (1)"5 VERTICAL IN SHEATHING OSB NOT REQUIRED GROUT FILLED CELL e (AS REQ'D PER PLAN) 2 X (I P.T. BUCK EACH C5) 16d NAILS FASTEN PER PLAN. 70 BE CONT. � THE (,� 4 BRACE TO TRANSITION FROM L d SIDE OF OPENING TOP PLT. TO GABLE I BLOCKING SPLICE AS REQ D. X TRUSS () ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO 6IMP50N HGA10 BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 06-011 WASHER W/ EACH ANCHOR. NAILS. fiL (let BOLT TO BE 5" MAX. ASV. CURB, REST OSB NOT REQUIRED TO BE CONT. a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING s 48" TRUSSTRUSS PLAN. O.G. MAX. 45° FROM NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H10A AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6 BEAM PER PLAN DIAGONAL TO TOP V) GARAGE CURB (8" MAX.) FROM EAVES. PLT. W 0) REINFORCING �j /� 13 NOT USED � � 00 0 VERT. I� IN OI`C IN�.:�F ii n S EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** '� BUCK DETAIL o NTS SIMPSON H10A TO BOTTOM OF FRAME WALL CONNECTION � DIAGONALTO BEAM NAIL w/ ad BEAM NAILS a 311 O.C. Z IU ***NOTE: GABLES SMALLER THAN 5' DO NOT REQUIRE BRACING*** � Lj 5E AM CONNECTION 12 O —TIE -BEAM— O_ ~ 00 ON EVERY OTHER STUD _ Lu V (1) A33 EA. SIDE OD 2X Lu/ 3116"x3-1/4" TAPCONS TO CMU AND (4) 10dAl' NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 - I/4" TAPCONS TO CMU AND (4) 10dAV NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL— (2) P7 2X6 "2 (OR BETTER) SYP PRECAST SILL 5IMP60N 423 z _ IaEA. BRACE Q U PRE-ENGINEERED WD TRUSS, 24" O.G. 3 i" OLD a\gj TO PLT. 4 2x6 DBL. BOTTOM PLATE Z PT 2X8 PLT. _ i� CANT. FORaL 1/2" J -BOLTS w/ GLG. NAILING WASHERS (MIN. 6" DECKING PER X SURFACE m EMBED) MIN. (o O p FROM EA. ENE) AND cl! Q _ PROVIDE 16d NAILS 32" A35 DIAGONAL TO O.C. MAX. � CL J m R-30 INSULATION FLOOR NAILING GABLE END TRUSS 4, TRUSS SOT. CHORD DESIGN DRAWN TO PLT. e 12" O.G. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION � WMR LA HGzAIO<T a 32" O.C. SCHEDULE - CHECKED CFG CMU WALL OR DWG.No. LINTEL BELOW 2114026 JOB No. ' ALL LAPS IN MASONRY 25" HURRICANE ANGOR AT EACH TRUSS SCALE W/(1)"5 CONT, AS NOTED ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** DATE 09/13/12 C1„I11 WALL CONNECTION 0 (REFER TO ROOF PLAN) RUNNING RAR =0ca (1)"15 CONT. IN TIE i.�~ BEAM COARSE TILE ON (APPLIED ACCORDING TO — 5/8" TYPE X GYP. BD. MANUF. SPEC- 15" ROOF FELT ON 5/S" i NON -LOAD BEARING <a ROOF SHEATHING ON ROOF TRUSSES. PROVIDE HANGERS TO HOLD GROUT TIE BEAM ; ^ COARSE SOLID ,.. BAR IN PLACE DURING POUR, ^; 1F/ " DIA. THREADED ROD W/ COUPLER (IF REFER TO MAN. SPECS. FOR �1 �I it ELEVATION VARIES �" EMBED SPACING REQUIREMENTS IF TOP NOM. 8" CMU REQUIRED a **HANGERS NOT REQUIRED IF - ALM. DRIP EDGE 1/2" DRYWALL 2-1/0" ATTACH GYP. SD TO PANEL WITH (2) ad Z Q .� �..�. 7,1AND °` LINTEL BLOCKS ARE USED 2" HOLD IS MET 4. 2x4 CONT. SUBI=ASCIA NAILS EVERY 3" O.C. 1x2 P7 NAILER L 4. VENTED ALUM. SOFFIT 1/2" GYP. BOARD METAI�o PER PLAN E2 "5 CORNER BAR L_z (APPLIED ACCORDING TO MA UF. SPEC.) U PROVIDE SCREEN WHEN a GROUTED CELL BLOCK BELOW IS NOT TYP. SINGLE TIE -BEAM Ix Lli REQUIRED TO BE FILLED W/ (1) "5 CONT. GROUT AS REQ'D.III n SOLID a" CMU WALL PRECAST CMU LINTEL e OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. BUCK SPECIFIED BY ARCHI ' I I I' I WINDOW/DOOR REFER TO ELEV. ARCH W INDOUJ MANUFACTURER TYP. CORNER VERT. FOR OVERHANG 1 � I Y �,S 3 �, ��_ �- �� MARBLE SILL w OALT. 2 STOfit'�I' CON1�lECt101�l ���si�-m11 FRAMING DETAIL NTS WALL REINFORCING N TIE 5E A1" I DTL. � � I � W1 FIRE RATED PANEL 1X2 P.T. FURRING WINDOW � Q 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. SILL TYP. ,@ ALL 1/2 GYP. BOARD SHEATHING i WINDOWS 2x4 STUDS 6 A DECKING PER 16" O.C. v Ld NOTES.FLOOR NAILING R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND 1" 5 BAR DONT. DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVA IONS) PLATE TO 2010 FBC-RESIDENTIALw ATTACH ----TIE-BEAM--- 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _--- _ — IX4 P.T. NAILER VERT REINF. BEYOND F7 SHEATHING � ®��1111111/n- o INTERIOR FACE OF WINDOW, FASTEN BUCK 70 MASONRY W/ CU RDW OF 3/16"X4" TAPGONS i WOOD BASE II 8xSx16 GONG BLOCK TO RIBBON ``®\` 0 �'j®�� q* REGESSE 6" FROM ENDS AND 16" O.G. MAX. II BOARD WITH ,a ® ®®°®®,° ,% r cv PRECAST TAPCONS TO BE I I/2" MIN. FROM EDGE OF BUCK 3-1/2" CONC. SLAB Sd NAILS v • ° •° • �� C W 3" O.C. "' '® `o•• °'d' IL X.,� I�� a Z HEADER PER PLAN II MAIN FLOOR ; C4,1%% f, 0' 00 p 3. BUCKS LESS THAN 2X TO BE FASTENED L W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- -- 7-�j • Z +^ o Q V El 0'-0" ATTACH � r u� ° _ W-: J CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, I I SHEAT � � �;� ® p A 4 .y TO FLDOR t„ �, :• �/8°°�� ®: � Q o 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE III e .I. TRUSSES z °9 ��°°°® °°• �� _3 ADDED TO EXISTING 2X BUCKED OPENING, USE I 111I I —� _—___— REFER FOUNDATION WITH (2) ��®®® ®°®®4'i�®�®® J (3)ROWS OF 10dX3" NAILS STAGGERED -'12" O.G. j I I -I I " I I .a �. I I I—I I I= I I =I PLAN FOR FTG. o r,�•' ��® 4® LL. SUCCESSIVE BUCK III=III I=II = INFORMATION ad NAILSI i®olAdtAAe1���® -III=1 I _--III EVERY 3 a 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/I S BAR _ FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ = I=III- I �— 1/2" GYP. META16 PER PLAN O.C. CONT. FROM BEAM TO III=III= ( III- =III=III BOARD o BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING.— III -III -III III="III—) WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I I =I I l I I—III—� PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS x+1(o" O.G. FASTEN — NAILER AS N WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. Z loll CMU WALL J- O ,� Wz�r STEL' DOUJN TIE f5EAM NTS �+ TYPICAL 5LOCK WALL SECTION NTS 12 2 STORY CONNECTION ��s � A�o 5 DOOR 5UCK DTL. NTS ,AT CANTILEVER I I m W � z u) 0 w ISa z 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 11 NAILS a EA.U E A CO (I)"5 IN 71E BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS EA. REFER TO WW PLANS FOR : E+ � E Z DIAGONAL AS SHOWN. FASTEN ROOF 0 SHEATHING TO BLOCKS w/ad NAILS 1'-4" MAX. EXACT SIZE OF (� AO O 1:6� — — — — — — — — � 6 " O.C. O.H. i" m I I = —— — — — — — — 'Q � o ,� � w z C15 BAR IN PRECAST LINTEL I E W — = CONT. 2X4 E: � U � C O x (2)"5s VERTICAL ° 3/8 DIA. ANCHOR � �, t/j I a a, IN GROUT FILLED 2X4'5 6 24" O.C. Z OO W w E CELL 2 X 4 P.T. TOP BUCK SIMPSON NGA10 w I GABLE END 48" O.C. ' ^ O V Wk (1)"5 VERTICAL IN SHEATHING OSB NOT REQUIRED GROUT FILLED CELL e (AS REQ'D PER PLAN) 2 X (I P.T. BUCK EACH C5) 16d NAILS FASTEN PER PLAN. 70 BE CONT. � THE (,� 4 BRACE TO TRANSITION FROM L d SIDE OF OPENING TOP PLT. TO GABLE I BLOCKING SPLICE AS REQ D. X TRUSS () ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO 6IMP50N HGA10 BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 06-011 WASHER W/ EACH ANCHOR. NAILS. fiL (let BOLT TO BE 5" MAX. ASV. CURB, REST OSB NOT REQUIRED TO BE CONT. a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING s 48" TRUSSTRUSS PLAN. O.G. MAX. 45° FROM NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H10A AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6 BEAM PER PLAN DIAGONAL TO TOP V) GARAGE CURB (8" MAX.) FROM EAVES. PLT. W 0) REINFORCING �j /� 13 NOT USED � � 00 0 VERT. I� IN OI`C IN�.:�F ii n S EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** '� BUCK DETAIL o NTS SIMPSON H10A TO BOTTOM OF FRAME WALL CONNECTION � DIAGONALTO BEAM NAIL w/ ad BEAM NAILS a 311 O.C. Z IU ***NOTE: GABLES SMALLER THAN 5' DO NOT REQUIRE BRACING*** � Lj 5E AM CONNECTION 12 O —TIE -BEAM— O_ ~ 00 _ Lu V (1) A33 EA. SIDE OD 2X Lu/ 3116"x3-1/4" TAPCONS TO CMU AND (4) 10dAl' NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 - I/4" TAPCONS TO CMU AND (4) 10dAV NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL— (2) P7 2X6 "2 (OR BETTER) SYP PRECAST SILL 5IMP60N 423 z _ IaEA. BRACE Q U 3 i" OLD a\gj TO PLT. 4 Z PT 2X8 PLT. _ i� CANT. FORaL 1/2" J -BOLTS w/ GLG. NAILING WASHERS (MIN. 6" LJ _ X SURFACE m EMBED) MIN. (o O p FROM EA. ENE) AND cl! Q _ PROVIDE 16d NAILS 32" A35 DIAGONAL TO O.C. MAX. � CL J m GABLE END TRUSS 4, TRUSS SOT. CHORD DESIGN DRAWN TO PLT. e 12" O.G. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION � WMR LA HGzAIO<T a 32" O.C. CHECKED CFG CMU WALL OR DWG.No. LINTEL BELOW 2114026 JOB No. TIE SEAM COURSE im O_ ~ 00 _ Lu V 5IMP60N 423 z _ IaEA. BRACE Q U 3 i" OLD a\gj TO PLT. 4 Z PT 2X8 PLT. CANT. FORaL 1/2" J -BOLTS w/ GLG. NAILING WASHERS (MIN. 6" LJ _ SURFACE m EMBED) MIN. (o O p FROM EA. ENE) AND cl! Q _ PROVIDE 16d NAILS 32" A35 DIAGONAL TO O.C. MAX. � CL J m GABLE END TRUSS 4, TRUSS SOT. CHORD DESIGN DRAWN TO PLT. e 12" O.G. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION � WMR LA HGzAIO<T a 32" O.C. CHECKED CFG CMU WALL OR DWG.No. LINTEL BELOW 2114026 JOB No. TIE SEAM COURSE SCALE W/(1)"5 CONT, AS NOTED ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** DATE 09/13/12 C1„I11 WALL CONNECTION WINDOW CONNECTION DETAIL NTS O CABLE END DETAILS N.T.S. 14 NOT USED SD3 SHT 1 awm. WITHIN +- 114" OUT5IDE (2) 2x4's EDGE DISTANCE REFER S HEADER SCHEDULE FOR HEADER SIZE, TOLERANCES: ALL DIMENSION TO BE HELD WIT BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A OFJAGK STUDS 4 CONNECTOR REQUIREMENTS. W PER DETAIL STUD. PROVIDE 45" LAP SPLICE W/ 3-106 1— I" EDGE 12" EDGE--- 2Y2" EDGE COMMON NAILS 6 ENDS. NAIL PLATES CONT. W/ Q IQd COMMONS 6 16" O.G. 5P2 OR 6P4 EA. STUD OR AS p _ SPECIFIED ON THE PLAN ZLu lOdX3 10dX3" p I EXTERIOR WALLS: p COMMON Q p w �t 2 SHEATHING MUST BE NAILED TO w 1 W w = INSIDE Z FLOOR TRUSS CMU WALL A5 EXTERIOR WALLS, SEE NAILING _� = z 2x's PER DETAIL U PER PLAN REQ'D PER PLAN SCHEDULE FOR NAILING N 2y4 Q NAIL JACK STUDS AND FULL ir IQdX3" IL cn �ifr� 055 DRAFT LENGTH STUDS TOGETHER W/ 106's PATTERN. COMMON—cn - STOP STAGGERED -m 12" O.C. (EACH cs� t COMMON z I TOP 8 BOTTOM PLY) OPP. SIDE U v Z BETWEEN EA. STUD APDL OR WALLS: Q MIpSPAN BLOGKI G U APPLY 1/2" GYP BOARD AS Z I I 0- I I A I IOdX3 NEEDED Z d OFF. SIDE 5P2 OR 5P4 EA. STUD OR AS (4) EQ. SPACED O 0- `� IOdX3" c� SPECIFIED ON THE PLAN COMMON I I 3/1� "x4" 51MP50N NOTE: NO HEADER OR STUD �-- TITENS (w/ STRAPS REQ'D FOR WALLS 0- cp OPP. SIDE CL DISTANCE PER WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS � hEL DETAIL FROM TOP AND SUPPORTING FLOOR TRUSSES BOTTOM ONLY). (SEE CONNECTOR CHART) U (2)2X4's (2)2X&'s (2)2X8's 1/2" x 7J -BOLTS (o" FROM EA.VPT INSIDE i�L1' NAILS NAILED AT 8" O/C STAGaEfRED. OUTSIDE END OF WALL AND 632" D.C. o OUTSIDE NAILS NAILED AT 8" O/C. 2X's 2X STUDS 16" D.C. l NOTE: 2-1/2 MASONRY NAILS (HAND X COLUMN � � / OI" C �� 2 X COLUMN OR POWER DRIVEN)'s leo" O.C. MAY 2X4 BOTtOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT 2X 5U I LT - Ufi STUD 2 DRAFT STOP EXTERIOR/INTERIOR FRAME WALL CONN. COLUMN DETAILS 1,,z"=1' DETAIL v4"=l'-r�" DETAIL , 3 i c >: W DBL. TOP PLT. BEYOND NAILING PATTERN 3/4" PLYWD. DECKINCx N L� 2X LEDGER WALL SHEATHING SPLICE PER NAILING SCHEDULE. x IC?" 055TO RIMBOARD W/ TILE ON *15 FELT OVER S/S" PLYWOOD _ _ STUD (4) EQUALLY SPACED 1/2" x 4" BOLTS L i OR 5/S 0.5•B. ON PRE -ENG. TRUSSES e FLOOR SYSTEM ®rai�itr►r� o PER PLAN � 24" O.G. � ®®♦♦`� �%os� n- � REFER TO ROOF JOINT GYPSUM WALLBOARD \\ PLAN FOR '���� """"®®®"""®"""����Zevw CONNECTIONS 'qr Ian,"" o 2x DBL • ; Z 2X4 BLOCKING PLACED TDP PLATE : u � J FLATWISE C2) lod NAILS . — REFER TO PLANS EACH END®� a 0 NAILING PER SCHEDULE10 ®®®',j®""®"P®®�®� ®®®��� J0 NOTE: a GMU WALL BELOW 1/2" PLYWOOD OR -I/leo" 0.5.8. TO BE USED A5 UPLIFt RE5ISTANGE INSULATION ALUM. DRIP NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN EDGE PRE-ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND T2x4 LET -IN BASE OF 1/2" GYP. BD. GLC. 2x4 CONT. o l_;x RIBBON w/ (4) 166 s EACH TRUSS (U.N.O.) MIN, 1'-0" W/O BREAK AP.. BV. SECOND FLOOR 50TTOM PLT. TO 1'-0" SUBFASCIA BELOW FIRST FLOOR TOP PLT. STRINGERS. FASTEN TO FLOOR �/� w/(4) 1/4"x3" TAPCONS EVENLY HDR. A5 P�J PER PLAN VENTED SPACED 6 ALL FRAMED SOFFIT Z OPENINGS " � m AzNOT •SHEATHINGELEV. NTS .M-� N NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN STAIR CONNECTION DETAIL 1/2" _ V-0�� % INSULATION — 1�z" CDX PLYWOOD �'' V2 Z m 0 OR 7/10" OSB, W\ WE+z ..., ATTACH PER PLAN DoE -.per CO DECKING PER 2X4 STUDS 10� M Z FLOOR NAILING 16" O.C. Q E--+ C/2 r" z .-. SCHEDULE 1ry C O a REFER TO PLANS co A �-- z�F w METAPER © U 0 z PRS -ENG. L PLAN W p C 0 FLOOR SYSTEM J Z a REFER O PLANS FOR REFER TO PLANS I— Q E� C a C12 E" EXACT SIZE OF O.H. LAP SIDING © U 2x4 BLOCKS, (2) Irod NAILS a EA. r ^ BAYS a EA. -4" MAX. N P.T. END. BLOCK A B a Ld v / ADJACENT E DIAGONAL AS SHOWN. FASTEN ROOF NAILER„ W SHEATHING TO BLOCKS w/Sd NAILS SHEATHING PER PLAN SHEATHING w/ WRAP 1/2 11 GYP. +° TIE BEAM REFER � _ TO DETAIL 3 5HT. 5D3 CONT. 2X4 O 150 FELT DRAINAGE PLANE o I F. I Ct -I/5" STUCCO THICKNESS SIMPSON HiQA PRECAST CMU pIAGzONAL TO i LINTEL e OPENING BLOGKIN `.• O PAPERBACK LATH WINDOW PER FOR. PLAN l5) l�od NAILS 2X4'5 ID 24" O.G. W' BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER MARBLE SILL PRECAST CONIC PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. I '_''. EXPANSION JOINT TO EXTEND 2'' 00 a � 1d BELOW CMU SILL DIAGONAL FASTEN I ;r 1x2 P.T. FURRING w EA. ADJ. D L PROVIDE 2X BLOCKING TO DIAGONAL w/(2) 16d FOR NAILING I 2'-O" O.G. NAILS.'' DRAINAGE PLANE (WRB). 2X4 FRAMING OR PRE -ENG. 2 METAL OR PLASTfC EXPANSION JOINT FLODR R3 INSUL. BETWEEN 8" CMU I-'10 GABLE (BRACING 6 45" TRUSSES f) 24" O.G. MAX. W/ O TRUSS OVERLAP Z -FLASH Z O O.C. MAX. 45° FROM 51MP50N N4 TO LEDGER 3/4" FURR STRIPS GROUTED CELL Lj I HORIZONTAL (+/- 10°) IFULL HEIGHT. SEE BRACE NOT REQUIRED (o' FLOOR SHEATHING 1 FROM TOP OF CMU Ix4 P.T. NAILER FLOOR PLAN FOR 0 FROM EAVES. FASTEN PER PLAN °'.: WOOD BASE I LOCATIONS � O 002X4 LEDGER W/ C2) USE (4) 10d NAILS FOR 16d NAILS m 12" GONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2" GONG = I_I_I SLAB (U.N.O.) - O 5/8 STUCCO OR CEMENTIOUS FINISNNTITIOUS Y COATING OVER CMU q FIN. FL. J Z LOCKING U Q BETWEEN TRUSS BAYS°a. CMU WALL PER PLAN—_�-_A PROVIDE B--'�----'�--y _ GRADE _/ -a 48" O.C. FOR FIRST 3 BAYS :" r✓'/S" STUCCO OVER ° (� H2.5 EACH TRUSS t0 LEDGER s NOTE: NUMBERS INDICATE ORDER ITEMS MASONRY/BLOCK III --I I1EE1I1= 4--� I I� I I=III—II I—I1 Q O � --� (U.N.O.) SHOULD BE INSTALLED OVER FRAME AND _ _ ' SEE PLAN FOR SUPPORT AND TIE DOWN OF A. �crlu IILIIIIIII IIIIIIIII�� �" °' °IIIIIIIIIIIIIIIIIIIIIII o.. JACK TRUSSES I I Ed II—I I I �, DESIGN WN DRA I-Ei I I—III—I _ I_—I _—III=I I WMR LA ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** I=I I1EI 11III—III—III—I I--� I CHECKED III=III=1 I II II I I=I I I �I I I- REFER FOUNDATION cFG PLAN FOR FTG. DWG. No. 2114026 INFORMATION JOB No. a SCALE AS NOTED DATE 09/13/12 GA5LE END 6 FLAT SIDING TO STUCCO �CEILING WITH 505TON SIP SCREED DETAIL FLA5HING DETAIL .. '�" g 2 STORY FALL SECTION SD4 WEEP SHT I I•I I'I I' --------------- - 1 T I I'I �;� I' — rtf —11F-1 I I'I I'I I •l— I— I I'I I;I I' JOINT GYPSUM WALLBOARD \\ PLAN FOR '���� """"®®®"""®"""����Zevw CONNECTIONS 'qr Ian,"" o 2x DBL • ; Z 2X4 BLOCKING PLACED TDP PLATE : u � J FLATWISE C2) lod NAILS . — REFER TO PLANS EACH END®� a 0 NAILING PER SCHEDULE10 ®®®',j®""®"P®®�®� ®®®��� J0 NOTE: a GMU WALL BELOW 1/2" PLYWOOD OR -I/leo" 0.5.8. TO BE USED A5 UPLIFt RE5ISTANGE INSULATION ALUM. DRIP NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN EDGE PRE-ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND T2x4 LET -IN BASE OF 1/2" GYP. BD. GLC. 2x4 CONT. o l_;x RIBBON w/ (4) 166 s EACH TRUSS (U.N.O.) MIN, 1'-0" W/O BREAK AP.. BV. SECOND FLOOR 50TTOM PLT. TO 1'-0" SUBFASCIA BELOW FIRST FLOOR TOP PLT. STRINGERS. FASTEN TO FLOOR �/� w/(4) 1/4"x3" TAPCONS EVENLY HDR. A5 P�J PER PLAN VENTED SPACED 6 ALL FRAMED SOFFIT Z OPENINGS " � m AzNOT •SHEATHINGELEV. NTS .M-� N NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN STAIR CONNECTION DETAIL 1/2" _ V-0�� % INSULATION — 1�z" CDX PLYWOOD �'' V2 Z m 0 OR 7/10" OSB, W\ WE+z ..., ATTACH PER PLAN DoE -.per CO DECKING PER 2X4 STUDS 10� M Z FLOOR NAILING 16" O.C. Q E--+ C/2 r" z .-. SCHEDULE 1ry C O a REFER TO PLANS co A �-- z�F w METAPER © U 0 z PRS -ENG. L PLAN W p C 0 FLOOR SYSTEM J Z a REFER O PLANS FOR REFER TO PLANS I— Q E� C a C12 E" EXACT SIZE OF O.H. LAP SIDING © U 2x4 BLOCKS, (2) Irod NAILS a EA. r ^ BAYS a EA. -4" MAX. N P.T. END. BLOCK A B a Ld v / ADJACENT E DIAGONAL AS SHOWN. FASTEN ROOF NAILER„ W SHEATHING TO BLOCKS w/Sd NAILS SHEATHING PER PLAN SHEATHING w/ WRAP 1/2 11 GYP. +° TIE BEAM REFER � _ TO DETAIL 3 5HT. 5D3 CONT. 2X4 O 150 FELT DRAINAGE PLANE o I F. I Ct -I/5" STUCCO THICKNESS SIMPSON HiQA PRECAST CMU pIAGzONAL TO i LINTEL e OPENING BLOGKIN `.• O PAPERBACK LATH WINDOW PER FOR. PLAN l5) l�od NAILS 2X4'5 ID 24" O.G. W' BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER MARBLE SILL PRECAST CONIC PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. I '_''. EXPANSION JOINT TO EXTEND 2'' 00 a � 1d BELOW CMU SILL DIAGONAL FASTEN I ;r 1x2 P.T. FURRING w EA. ADJ. D L PROVIDE 2X BLOCKING TO DIAGONAL w/(2) 16d FOR NAILING I 2'-O" O.G. NAILS.'' DRAINAGE PLANE (WRB). 2X4 FRAMING OR PRE -ENG. 2 METAL OR PLASTfC EXPANSION JOINT FLODR R3 INSUL. BETWEEN 8" CMU I-'10 GABLE (BRACING 6 45" TRUSSES f) 24" O.G. MAX. W/ O TRUSS OVERLAP Z -FLASH Z O O.C. MAX. 45° FROM 51MP50N N4 TO LEDGER 3/4" FURR STRIPS GROUTED CELL Lj I HORIZONTAL (+/- 10°) IFULL HEIGHT. SEE BRACE NOT REQUIRED (o' FLOOR SHEATHING 1 FROM TOP OF CMU Ix4 P.T. NAILER FLOOR PLAN FOR 0 FROM EAVES. FASTEN PER PLAN °'.: WOOD BASE I LOCATIONS � O 002X4 LEDGER W/ C2) USE (4) 10d NAILS FOR 16d NAILS m 12" GONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2" GONG = I_I_I SLAB (U.N.O.) - O 5/8 STUCCO OR CEMENTIOUS FINISNNTITIOUS Y COATING OVER CMU q FIN. FL. J Z LOCKING U Q BETWEEN TRUSS BAYS°a. CMU WALL PER PLAN—_�-_A PROVIDE B--'�----'�--y _ GRADE _/ -a 48" O.C. FOR FIRST 3 BAYS :" r✓'/S" STUCCO OVER ° (� H2.5 EACH TRUSS t0 LEDGER s NOTE: NUMBERS INDICATE ORDER ITEMS MASONRY/BLOCK III --I I1EE1I1= 4--� I I� I I=III—II I—I1 Q O � --� (U.N.O.) SHOULD BE INSTALLED OVER FRAME AND _ _ ' SEE PLAN FOR SUPPORT AND TIE DOWN OF A. �crlu IILIIIIIII IIIIIIIII�� �" °' °IIIIIIIIIIIIIIIIIIIIIII o.. JACK TRUSSES I I Ed II—I I I �, DESIGN WN DRA I-Ei I I—III—I _ I_—I _—III=I I WMR LA ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** I=I I1EI 11III—III—III—I I--� I CHECKED III=III=1 I II II I I=I I I �I I I- REFER FOUNDATION cFG PLAN FOR FTG. DWG. No. 2114026 INFORMATION JOB No. a SCALE AS NOTED DATE 09/13/12 GA5LE END 6 FLAT SIDING TO STUCCO �CEILING WITH 505TON SIP SCREED DETAIL FLA5HING DETAIL .. '�" g 2 STORY FALL SECTION SD4 WEEP SHT DensGiiass- Ultra Shaftliner Area Separation Walls A41 GalOr"giafiac'iflc Gypsum The Georgia-Pacific. Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, dinitations). Because it is constructed using gypsum board, the assembly is easy Laciest and secure, meets all building code requirements, and provides economical fire protection and sound control. ol. The Area Separation Wali is constructed once the framing for one townhouse unit iscomplete and prior to the construction of the adjacent unit: The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the roof to farm a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wail. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and maid -resistant shaftliner panel - DensGlass" Ultra Shaftliner. Components 2x4 Wood Framing 1" DensGlass°" Ultra Shaftliner Panel Insulation Min. 3/4" an space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o,c. Back-to-back C -Track's 1 /2" DensArmor Plusla° interior Panel A rninurn Breakaway C awe Ii lu k p Fire Blanking per Cade The Georgia-Pacific Gypsum Area Separation Wali is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. osture resistant core with coated fiberglass DensGlass Ultra Shaftliner panels consist of a m mats front and back instead of paper facings ilk traditional shaftlinerr panels, DensGlass Ultra Shaftliner a neIs are covered d b a 12 -month irt- lace exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fire Testing and Building Code Compliance The Georgia-Pacific itis GYpsum Area Separation Wall has been fare tasted to ASTM E119 and CA +U G S-1' 1.he Georgia-Pacific ia-Pacific Gypsum 2 -hour fire -rated Area Separation Wall assembly, constructed using DensGlass Ultra Shaftliner panels, is listed by Underwriters Laboratory (UUnderw(kers Laboratories of Canada (ULC) and Warnock Hersey International EWH l IT and meets the requirements of the 2006 International Building Code (IBC) Section 705 "Party Walls," and Section 705, "Fire Walls," The Georgia-Pacific Gypsum Area Se r ti n Wall assembly is listed in the UL Fire Resistance Directory under UL Design U 373, the ULC Fire Resistance Directory ULC Design No. W 312 and the WHI Fire ResistanceDirectory udder WHi GP/WA 120-04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Servires at 1-800-225-6119. CAUTION: Forpruductftre; erafatYand ua• iufonaatian; go to gp;card�fefyirrlo rill utast 'Ofurrm aloe aW updates:: tochni±stil Service fill ll(we 1.80112A.01119 m www.9pitirim"LOM w 9 DensGlassim Ultra Shaftliner Area Separation Walls GolorglaVacific gvnsam ._. Systems Assemblies -- 2 -Hour Ratings V) AVOW" Z Construction Detail Assembly Components _.._.._-{1 STC y Test Reference 12/22/10 Two layers 1" DensGlass' Ultra UL DESIGN U373 cc cfl Shaftliner inserted in H -Studs 24" o.c. ez UI.0 W312 '- Min. 3/4" air space between liner panels WHI GP/WA 120-03 and adjacent wood or metal framing. RAL TL89-383 77 r Two layers 1" DensGlass Uitra'Shaftliner 60- UL DESIGN U373 .. s. inserted in H -Studs 24" o.c. Min, 3/4" air ULC DESIGN W31.2 ������ both side : space on ba s must ba maintained p .. ..,....... _ WA 120-04 WHl GP/WA , between liner panels and adjacent Basad on RAL TL89 383 framing. Sound Tested with 2 x 4 stud wall with 1/2" DensArmorPlus, interior <� panel each side of assembly arid 3-1/2" fiberglass insulation in stud, �- space both sides. Part. Thickness: 3" 30 est. ' WHI 495-0743 Weight per Sq. Ft.: 9.5 zn Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" o� DensArmor Plus Fireguard',' Type C Interior Panel or 1/2" ToughRock4 F'ireguardaType C gypsum board. <<< Breakaway clip facings and height of wall differ between UL Design U373 and WHI GF/WA 420-04. Ak Gevrgiafiacif% DensGiass- Ultra Shaftliner Area Separation Walls GYp'+4m Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is -typically constructed from wood. In many cases the area separation wall is positioned 1 " away from the wall framing to accommodate the 1" DerisGlass' Ultra Stiaftliner panels used as firebiocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height u to 44' and the WHI/ITS GP,MJA 120-04 Area g p Y g p Separation Well assembly was evaluated at a height up to 66'. Ereeldrig the 2" Area Separation Wall 1. Position 2" CJrack.a, minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4" bead of acoustical .sealant under the C-Trackto.maximize acoustical privacy. Run the C -Track to theendof the. foundation. In case of offsetunits, see 15.under Special Conditions. 2. Start the wall with a vertical C -Track at one end: Install two 1 " shaftliner panels vertically with either side facing out" into the C Track at one end of the area separation wail, Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite and, ofthe foundation. Terminate the wall using a C -Track: The vertical C -Tracks at each end of the wall should be attached in the comers to the hunzantal ;sections of C -Track using a minimum of one 3/8" minimum length pan head screw. Note. sours authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wail with a C -Track and attach to the vertical C -Track in the comers using a minimum of one 3/8"' minimum length part head screw. 4. "Breakaway clips span the minimum 3/4'air space and provide a fusible link between the H Stods and the adjacent wall Attach the breakaway clips to the f ane of the H -Stud using a minimum of one 3 8" minimum length an head framing, tta h e br ay c p g g I g p screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10"0" o.c.) and horizontallyon every. H -Stud (24" o.c.), When the total height of the Area Separation Walt exceeds 23 breakaway clips shall be installed every 5'0" for the lower 20' and eve N100" for the upper 24'0"of the wall assembly- Breclips are installed on both sidess of the Area Separation Wall. When the WHI/ITS Design WHI GP/WA 12004 Area Separation Wall assembly is spell the breakaway clipsshouldb be located vertically at each floor level (10a:c.) and horizontallyon every other H -stud (48'When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically'every 80" maximum for the lower 20'0" and every 10"0" maximum for the upper 48"0" of the wail assembly. 5. Firehlocking is installed an both sides of the Area Separation Wall at eachfloor level as defined in Section 717.2.1 of the 2006 IBC. (See details section). For approved fire -blacking materials, sae Special Conditions, Item 8. 6: To continue the wall, install aC-Track over the C Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" mc. Stagger back to back C -Track joints a minimum of 12". 7. If a parapet is not specified, see Special Conditions, item IT for two code -compliant methods for installing a gypsum board roof underlayment. B. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wail. Aluminum Angle Clip C -Track, Cap,'Edge H"Stud, 25 -Gauge or End Closure �ry ;a 4 9 � X r x J. r C Vl+V a I�. t •IYt.' : . 4 1 a nY. CW74011h For product pre, sat" and use information, go to gp ootNssfetytrrfo. 4 • For Tale st mrur Potion act oprrores: Technical service Nudirm I.MO2S"iS.6919 Of waw gpgrp5#ai:noav eorglaValcific •ypswm Details Frill 1f ell Fire blocking as required 2 x 4 Stud framing pentsGlas w- Ultra Shaftllner Area Separation Intersection at roof Roof deck per code requirement Roof truss Aluminum breakaway clip _........ .- Back-to-back G -tracks. 3/6" Pan head screw ----..__ Sealant . ----_-_------- . m.. ­,\ , „-.-1-1/4" Drywall screw Intermediate Acoustic sealant (as required) Joist - ____......... __. _ ---1" Dells6lass" Ultra Shattliner panels 2" G -track fastener 24' a.c. --..._.._' _____-.._. ­`­ Sealant, as required Foundation De'nselass°" Ultra Shaftliner Area Separation Walls Al GeorgiaVaciftc GYPsum ....._,.,.,...�,...- Speciel Conditions 1. When an. H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach minimum length i minimum of one 3 8 breakaway clip to biocking using one 1-1/4" drywall screw and to the H -Stud using a m n I g pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 1 " away from the .solid 2" Area Separation Wail, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTEFiNSuildi:ng Systems and. Telling, Industries for modified, clips, Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4°" away fromAreaSeparation Wail. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing; 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of woad or steel framing:. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- num breakaway clip: 6. The support wails located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy„ and provide necessary aesthetes. walls can be designed as load bearing and readily. accommodate code compiant electrical and plumbing systems. These systems should not impede the required 3/4" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7. The required 3/4"" air space can be eliminated if the metal framing is covered an both faces with 6" wide, 1/2" DensArmor Plus Fireguards Type C or 1/2" ToughRoce Fireguards Type C or 5/8" Tou'ghRock Fireguarcl X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1 "' drywall screws spaced 12" o.c, to the metal framing. strips not require the 6"' wide sum' board ,� : This primarily occurs inaccessible attic areas. Attic areas not accessible do o q gyp I} R. nominal lumber or two thicknesses of 1" nominal lumber with Ther trued flreblackin between floor levels may consist of 2 a �1 g broken lap joints or one thickness of 0.710" wood structural panel with joints backed by 0.719" wood structural panel or one 'thickness of 0.75" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGiasr Ultra Shaftiiner arid 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in /8 such a manner as to be securely retained in place shall he permitted as an acceptable fireblock. (Section 717.2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10: Atthe, intersection, of'the solid 2" Area Separation Weill and the underside of the structural roof sheathing, cut liner panels at an an atsprovide a tight fit to the structuralrat sheathing. The?"Area Separationora ion Wall is not requireduited to be capped using a C -Stud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, /8) to both sides of the Area Separation Wail, 11. There. are two code -compliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8"° ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wal I. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" woad ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roofframing. The ledgers are attached to the roof framing and form a continuous strip. The second method is usingfire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific 'installation details consult U1.. category XHEZ Through -penetration Firestop Systems. c 13. Size and protection of openings: in the solid 2'" Georgia-Pacific Gypsum'Area Separation Wall shall be In accordance w the with 2006 IBC, Section 705:8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as aParty Wali ("Any wall located on a prop" lure between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1, openings are not permitted. 1 14. For specialised end-use areas, such as bathrooms, the adjacent framed walls can be covered with l'}onsShle d Tile Backer from rd paper -faced stem board or fiberglass mat -faced interior panels, 'a -Pacific in lieu of gypsum g Georgia-Pacific p p g g r Wall Area Separation 15. An offset occurs when. one unit extends past the front or back edge of an adjacent unit. The H studs of the Are a p are not desined for hanging sheathing and cladding so plaril is required before construction begins, hr e are two wayss to deal with the off set. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CA11TION: For product fire. safety and use inforaration, go ft gp.corulsefetyll r ea m,8nm • s Ill " i.rtMr 20sflf 18 u www. iso l� r u rales: Technical Solvate. Ho n 9ro5' rur I;rYt;sa iarfnarnaYetara onr � _ DensiGiess- Ultra Shaftnner Area Separation Walls All Georgla-PaciifIc Gyp MM Details Attic - Adjacent to Trussee 1" DensGlass: Ultra Shaftliner pansts H -stud .__-. No minimum air space �._,...� Wood truss R - 6" Wide 112" DensArmor Plus" Fireguard" Type C panels or *OntY applies lies if solid wall is accessible. 1/2" Toughfiock,' Fireguard Type C or " ToughRock FireguardT If not accessible, the strips are not required. 5/BYRo X or 1" DensGlass, Ultra Shaftliner panels Typical RoofJunction -- Caulk (smoke tight joint) I t.ayer of 5/8" DensArmor Plus° 2" x 2" ledger strips- Roofing Roof deck Type X gypsum panel far as required by codes)9r I - - I/Z" DensArmor Plus gypsum panel or 1/2" TaughRock' gypsum board 1" DensGlass'" Ultra ._.,. Shaftliner panels 3 2 HOUR SHAFT WAIL ASSEMBLY - INSTALLATION SPECIFICATIONS AND DETAILS SCALE: N.T.S. Breakaway clip Fire blocking Insulation. 3/4" Minimum air space 3r4" AIR SPACE Design No. U373 August 19, 2008 Wali Rating - 2 Hr (See Items 4, 4A and 40) Finish Bating - 120 Min (See Item 4) 3 til" SAF" ASA �;p�' (W ^Al.L'Z)1 ONLY �::'�'+. "�ro E'er . i~"t )NFK r .T1 T1Q1` r,' t ? MA, ARRA SEPARATION WALL. - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall -- 2-3/16 in. wide channel shaped with 1 In, long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. steel Studs -- Steel members formed from Na. 25 MSG gaiv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 In, 3. Gypsum Board* - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 tn. widths, Vertical edges of paneis friction fitted into W' - shaped studs. GEORGIA -PACIFIC GYPSUM L L C - Types TRSL, D15USL PROTECTED WALL: - (Clearing or Nonbearing wall, as indicated in Items 4, 4A and 41l 4. Wood Studs - For 2 Hr', Bearing or Nonbearing wall Rating -Nom 2 by 4 in., max spacing 24 in. (1C. Studs cross braced at midhelght where necessary for clip attachment, Mtn 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steel Studs -- (As an alternate to Item 4, not shown) - For 2 lir. Bearing wall Rating - Corrosion protected steel studs, min No. 20 MSG (0,0329 In., min bate metals thickness) steel or min 3- 1/2 tn. wide, min No, 20 GSG (0.036 in" "r n -1,„;4"l F,, tin I MAA R)Al rn. rhrrir's nrimedrlsteeL cold formed, shall be desi®reed rn(accordance with the tnetitute. All dplgd4rlls gnhanCing the StruCturai IntftlYLire wall .< a yr'urviC . .-, a ._ ��.. ,; . ; .role ... �, .. ,- ,. , � �a . ,O j � e r ,„ „ .." "... ,.. .. � � ., .......:,. to 1 a le studs, s,lyall be sdlp tiY �t stud d!eslarto��ir prpdtus' prod sha)f I�Nept tie t+�l , P 41 local c agm he mix stupaclrrg of wall sarfr Les sTie asap �w1 ° ki. ettAatl t end ling tracfiS With i /2' In. Long TYpe 5-12' steel screws on both sides of tituos or by w$ ided,tfr -ll srltr if connedions deal llnod In accordance wfth the AISI specifications. Top and botttplln Ill strrtri ccrnslst ofrnaarillaers, rain lNo» 20 liCa (0.032"2 m,, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galy stee0 or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and tc adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to Floor and eeil'ing assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs crass -braced with stud' framing at midheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 tn. wide, min 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in, OC Studs to be cut 3/8 to 3/4 in, less than assembly height, Tap arid bottom tracks shall be channel shaped, fabricated from min 2.5 MSG corrosion -'protected steel, min width to accommodate stud si'ze,. with min -1 in.. long begs, attached- to floor and' ceiling. wlth fasteners 24 in. OC max„ Studs cross4l with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wan. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board -- Classified or Unclassified - Min 1/2 in thick, 4 it wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-1/4 in. song steel drywall halls spaced 12 In, OC. wallboard attached to steel studs (Item 4A or 413) with 1 In. long Type 5 steel screws spaced 12 in. OC Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0,062 in. thick, min 2 In. wide with min 2 in. and 2-1/2 tn. legs. Clips secured with' one Type S screw 318 in long to "ti" studs and with one''rype W screw 1-1;/4 in. icing to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation wails up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft, and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and `H" studs. 7. Batts and Blankets* -- (optional, not shown) -- Placed In stud cavities, any glass fiber or mineral wool Insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BiGNV or Ill Categories for names of Classlfled companies. UL -0373 2 HR WALL SCALE: M.T.S. System No, W -L-2377 F Ratings - 1 and 2 Hr (See Items 1 and 3 T Ra I t'ng s 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Ratina at 400`F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND iN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN, OC, STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 0.300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN.(POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY: THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPUC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER@SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK SI 5 F� Reproduced by HILTIInc. Courtesy of V Underwriters Laboratories Inca June 20, 2000 ®I, Hilts Firestop Systems FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR `1 WAYNE SCALE: NONE Automatic Fire Sprinklers, Inc. PENETRATION SCALE: N.T.S. 00203 PROTECT ON 2 HR Z r� 0 CL ILd Q/) � Lai � p M 0 J � o 0� Ch Lp LJ e 0 ll V) AVOW" Z 905/117 ^" AS NOTED DATE 12/22/10 OH Q cc cfl ez i '- ®�� W E_ 77 r UD Z � .. s. �OgCa .. ..,....... _ ^", - :i n, (" tt,..-. , 0 ASA �;p�' (W ^Al.L'Z)1 ONLY �::'�'+. "�ro E'er . i~"t )NFK r .T1 T1Q1` r,' t ? MA, ARRA SEPARATION WALL. - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall -- 2-3/16 in. wide channel shaped with 1 In, long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. steel Studs -- Steel members formed from Na. 25 MSG gaiv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 In, 3. Gypsum Board* - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 tn. widths, Vertical edges of paneis friction fitted into W' - shaped studs. GEORGIA -PACIFIC GYPSUM L L C - Types TRSL, D15USL PROTECTED WALL: - (Clearing or Nonbearing wall, as indicated in Items 4, 4A and 41l 4. Wood Studs - For 2 Hr', Bearing or Nonbearing wall Rating -Nom 2 by 4 in., max spacing 24 in. (1C. Studs cross braced at midhelght where necessary for clip attachment, Mtn 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steel Studs -- (As an alternate to Item 4, not shown) - For 2 lir. Bearing wall Rating - Corrosion protected steel studs, min No. 20 MSG (0,0329 In., min bate metals thickness) steel or min 3- 1/2 tn. wide, min No, 20 GSG (0.036 in" "r n -1,„;4"l F,, tin I MAA R)Al rn. rhrrir's nrimedrlsteeL cold formed, shall be desi®reed rn(accordance with the tnetitute. All dplgd4rlls gnhanCing the StruCturai IntftlYLire wall .< a yr'urviC . .-, a ._ ��.. ,; . ; .role ... �, .. ,- ,. , � �a . ,O j � e r ,„ „ .." "... ,.. .. � � ., .......:,. to 1 a le studs, s,lyall be sdlp tiY �t stud d!eslarto��ir prpdtus' prod sha)f I�Nept tie t+�l , P 41 local c agm he mix stupaclrrg of wall sarfr Les sTie asap �w1 ° ki. ettAatl t end ling tracfiS With i /2' In. Long TYpe 5-12' steel screws on both sides of tituos or by w$ ided,tfr -ll srltr if connedions deal llnod In accordance wfth the AISI specifications. Top and botttplln Ill strrtri ccrnslst ofrnaarillaers, rain lNo» 20 liCa (0.032"2 m,, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galy stee0 or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and tc adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to Floor and eeil'ing assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs crass -braced with stud' framing at midheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 tn. wide, min 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in, OC Studs to be cut 3/8 to 3/4 in, less than assembly height, Tap arid bottom tracks shall be channel shaped, fabricated from min 2.5 MSG corrosion -'protected steel, min width to accommodate stud si'ze,. with min -1 in.. long begs, attached- to floor and' ceiling. wlth fasteners 24 in. OC max„ Studs cross4l with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wan. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board -- Classified or Unclassified - Min 1/2 in thick, 4 it wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-1/4 in. song steel drywall halls spaced 12 In, OC. wallboard attached to steel studs (Item 4A or 413) with 1 In. long Type 5 steel screws spaced 12 in. OC Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0,062 in. thick, min 2 In. wide with min 2 in. and 2-1/2 tn. legs. Clips secured with' one Type S screw 318 in long to "ti" studs and with one''rype W screw 1-1;/4 in. icing to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation wails up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft, and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and `H" studs. 7. Batts and Blankets* -- (optional, not shown) -- Placed In stud cavities, any glass fiber or mineral wool Insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BiGNV or Ill Categories for names of Classlfled companies. UL -0373 2 HR WALL SCALE: M.T.S. System No, W -L-2377 F Ratings - 1 and 2 Hr (See Items 1 and 3 T Ra I t'ng s 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Ratina at 400`F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND iN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN, OC, STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 0.300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN.(POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY: THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPUC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER@SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK SI 5 F� Reproduced by HILTIInc. Courtesy of V Underwriters Laboratories Inca June 20, 2000 ®I, Hilts Firestop Systems FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR `1 WAYNE SCALE: NONE Automatic Fire Sprinklers, Inc. PENETRATION SCALE: N.T.S. 00203 PROTECT ON 2 HR Z r� 0 CL ILd Q/) � Lai � p M 0 J � o 0� Ch Lp LJ e 0 DESIGN DRAWN TJF TJF CHECKED TJF/WMR V) Z 905/117 C�2 Q AS NOTED DATE 12/22/10 OH Q cc cfl U) N E -i Z '- ®�� W E_ Z UD Z � �OgCa DESIGN DRAWN TJF TJF CHECKED TJF/WMR V) JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 0 Z 0 0 <� �- O � zn o� ®��V) <<< DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT 0F SD5 5/ MC EX A� DC PF TC *ATTIC DETAIL -ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H—STUD W/BATTEN STRIPS POINT W/ 1 LAYER 5/8" TYPE G EA SIDE OF TRUSS 24" BACK -IT BOX EIRE CAULK ALL JOINTS WOOD TRUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRUSS LASS EXT SHEATHING BETWEEN SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE )CKING, OVERLAP WALL TOP )OF SHEATHING EIRE CAULK 3/SD5 (WHI 495-0743) SECTION A -A THROUGH TRUSSES & SHAFT LINER 2 SCALE® N.T.S. PLAN VIEW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT EIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA - 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH 5 \ � `0 G 00 "� 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL 4 SCALE: N.T.S. WALL AND INTERIOR PA TITI I , WOOD FRAMED GA FILE, O. iJ" F ��� GENERICI HOUR 35to 39 T FIRE SOUND +GY"PSUM� WALLBOARD, WOO STUDS One lager sm, type x um x�+amboard €�r gypsum, veneer base lei! psre�llel, ger at right anglas to side /7f �4 wood studs 24"" o.n. Y bad no nails, 17'Je" long, 0.091 shank, Ian ' heads. 7- o.c. .dmfs staggered 2�4"" an opposite sides- (LOAD`�l�„�l�la��� X T Thickness: 4T/s” Approx. "ht: 7 psf Fire Teas. UL R3501-47, 48, 9-1745, UL Design U309; UL 81319-1 29, 7-22-70, UL sign 1314 Sound Test: NGC 2404, 10-14-70. 1 HOUR GIBE RATED EXTERIOR WALL ASSEMBLY (0309) SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING ---- 3/4" AIR SPACE 2" H—STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2"C—TRACK EXTERIOR WALL FRAMING GEORGIA—PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTERIOR WALL INTERSECTION DETAIL ��jj SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED --------- INTERIOR --- INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER 1" DENSGLASS ULTRA SHAFTLINER c -IN 2" H—STUD EXTERIOR WALL FRAMING GEORGIA—PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 0373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C—TRACK 4- 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C EIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF EIRE WALL STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A A FIRE BLOCKING (2) 1" SHAFT WALL LINER FIRE WALL ULA U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D --- 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALU UM CLIP PER K F'R -PRE NGINEERED RO F TRU ES AT 24" O.C.- 1/2" .0 1/2" GYPSUM CEILING I ALUMINUM CLIP PER ME BACK TO BACK C—TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCRE\ -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) \-1/2" GYPSUM CEILING BOARD 6" WIDE 1/2" DENSARMOR BOTTOM TRACK ON FIRE CAULK BEAD PLUS FIREGUARD TYPE C PANELS OVER METAL "H" z STUDS AT FLOOR TRUSS SYSTEM PER w MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) EXTERIOR FACING USE LIMEROCK AGGREGATE LLI PER SECT. 721 OF THE EBC 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY "H" TYPE "X" EXTERIOR FASTENED TO METAL GYPSUM SHEATHING STUDS Lr - < 1" DENSGLASS ULTRA SHAFTLINER c -IN 2" H—STUD EXTERIOR WALL FRAMING GEORGIA—PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 0373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C—TRACK 4- 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C EIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF EIRE WALL STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A A FIRE BLOCKING (2) 1" SHAFT WALL LINER FIRE WALL ULA U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D --- 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALU UM CLIP PER K F'R -PRE NGINEERED RO F TRU ES AT 24" O.C.- 1/2" .0 1/2" GYPSUM CEILING I ALUMINUM CLIP PER ME BACK TO BACK C—TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCRE\ -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) \-1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD \� — 2" C—TRACK POWER DRIVEN z FASTENER AT 24" O.C. o n w 0 w USE LIMEROCK AGGREGATE LLI PER SECT. 721 OF THE EBC w 2007 ED. TO GET 4" EQUIVALENT 7— THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER U THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. Lr - < _-I_�.�—.� � �-__� � I I S I-_ I I S—III— >> TYPICAL FOOTER— SEE FOUNDATION _I—II 11 III= III=III: 3 1 /2 MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT 111��111.1=�mllhjml'I_Iml_I III= -=111 --IIL= REINFORCED WITH FIBERMESH ON I --III== i l I_=1 I I: 111 111 -III- 111-m111-111— 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR U373 PENETRAT9ON DETkLS, 11NSTALLATDON SPECDEDCATIONS AND DETAlS SEE SYSTFM BNEORMATI10N - DETAOL 1,2,&3 ON SKEET SD5 2 HR FIRE WALL DETAIL (U,373) SCALE. N.T.S. (D SD6 D� n 0 00 7— Cn � O 0 <t IBJ Z D O C) z ry � DLJLj ® `LV) cl, < Q a - DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD6 PROVIDE CONTINUOUS A" OSB SHEATHING TO EXTEND �,7j SALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0.C. MAX. W/ Bd GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. V�'lGN NPRY�S Rppi�; TOP OF BLOCK Y' 3 ' S& DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. FINISHED TEXTURE COATING PER ENGINEER'S CONNECTION SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES I 3 COAT CEMENTITIOUS APPLICATION o NAILED OVER J%lj" 1 STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & OVER GALV. MTL. LATH W/ #15 FELT UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT PAPER OVER APPROVED HOUSEWRAP. 7�,, 42" CONNECTIONS NOMINAL THICKNESS) 5 98„ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT S FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE CONNECTIONS (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S OSB SUBFLOOR GLUED & SCREWED FINISH SECOND FLOOR" J"x1�" PRESSURE TREATED STRAPPING ®24" O.C. rl Ti 7 41 (R-1.10) T -NAILED INTO BLOCK. NTERMDIATE WALE SECTION �,7j SALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0.C. MAX. W/ Bd GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. V�'lGN NPRY�S Rppi�; TOP OF BLOCK Y' 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT ° BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES I BOND BEAM FULLY GROUTED & REINFORCED (SEE o NAILED OVER J%lj" 1 STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER ° UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUS APPLICATION. II4' ° CONNECTIONS (" NOMINAL THICKNESS) °. d.71" 4' 5 98„ J" PAINTED DRYWALL (R-0.45) S FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. j I J"x1�" PRESSURE TREATED STRAPPING ®24" O.C. rl Ti 7 41 (R-1.10) T -NAILED INTO BLOCK. NTERMDIATE WALE SECTION �,7j SALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0.C. MAX. W/ Bd GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. V�'lGN NPRY�S Rppi�; TOP OF BLOCK Y' d -I D U/S OF SOFFIT +� ALUM. DRIP EDGE SET IN 7771 PLASTIC ROOF CEMENT 1 o NAILED OVER J%lj" 1 _ �- BLOCKING 1 -0" TOP OF WINDOW ° PREFIN. ALUM, FASCIA & TOP OF WINDOWS VENTED SOFFIT. 2".;'71„ 5 FINISHED TEXTURE COATING PER BUILDER' 0D SPECIFICATIONS OVER PRIMED 3 COAT Imo:.... CEMENTITIOUS APPLICATION. (}" NOMINAL THICKNESS) REINF, PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN /! EACH TRUSS —I Jlj4- PROVIDE MIN. R19 BATT INSUL. & F DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REHAR IN CONC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CONT. ROD IN FOOTING & BOND BEAM 0 3 TYP CAL EAVE DETAIL SALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING 0P SPECIFICATIONS) p\�cN IPR�`S 5� ALUM. DRIP EDGE OVER---- R(0) INSULATION BAFFLE 4"x1 " OVER 1�%5�" SPR. BETWEEN EACH TRUSS FASCIA ATTIC TOP OF PLATE 42 PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING TOP OF WINDOWS 1'-0° SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS _� VENTED SOFFIT INSTALLED PER MANUFACTURER'S SET THRESHOLD IN SEE DOOR DETAILS FOR --------- OF SEALANT, SDg SPECIFICATIONS FINISH I f /TRIM DETAILS APPLY SEALANT AT CORNERS AND FRONT EDGE OF THRESHOLD INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS STEP 3 STEP 4 STEP 5 PER FBC-RES R613.6 & R613.7.5 STEP 1 STEP 2 - SECOND FLOOR 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES o" PAINTED DRYWALL OVERENTIRE ROOF. USE ONLY ENOUGH NAILS TO 1" DOOR FLASHING INSTALLATION DETAILS N.T.S. HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY 12XIN STUDS ©16") .c. (SEE STRUCT. ENGINEER'S SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL ENGINEER'S DRAWINGS DRIP AT EAVES. BATT INSUL. FILLED (R-13) 58 1j" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS N pe OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED 3.d �\NMOM STTIROOHOUSEWRAP. �vP�Esl CVEVPT�DNI HALT SHINGLES OVER #15 FELT PAPER ON 7/16" SEE OSB SHEATHING WITH °H° CLIPS &ANCHORED TO ( NOMINAL THICKNESS) PA APPROVED ROOF TRUSSES 0 24"O,C, MAX, W/ Bd GUN Rop NAILS ® 6° O.C. FINISH SECOND FLOOR CUT HOUSEWRAP AT 45^ ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF .WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF—ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAP FLASHING MIN 1" SILL FLEXIBLE FL, EMPORARILY OLD—UP & SEC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF—AD MEMBRAP -LASHING JAILING HEAD =XTEND SELF—AD MEMBRAP 1" MIN B FLASHIN( ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBER at SILL. EXTEND FLASHIN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW PPLY )" NOM. :ONTIN000S BEAD OF EALANT AT JAMBS ND HEAD or APPLY OBACK OF WINDOW Al LING FLANGE IN INE W/ 'RE—PUNCHED HOLES IR SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS * WIN I . WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF—ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF—ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARN1141 SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) SELF—ADHERING FLEXIBLE FLASHING at SILL, FLUSH TO '7147NTERIOR FRAMING. INTERIOR VIEW STEP 6 � STEP 7 STEP 8 "`� � STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. ALUM. DRIP EDGE SET PLAN ROOF CEMENT & NAILED OVER J%1�" BLOCKING PREFIN. ALUM. FASCIA VENTED SOFFIT. Jim III, Elp 0IIIIIIII= PAN G i d� A 100 PAP' 9� PAN PAN RAM PAN ■� , 37 MY71�1i 110swulI\ CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (g" NOMINAL THICKNESS) GARAGE 8" CONC, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 34" POURED CONCRETE SLAB ON VAPOUR BARRII Q` 4 - a 4 4 n FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALE SECTION SCALE: N.T.S. 116" DEEP OPEN WEB FOR FLOOR TRUSS LAYOU TOP OF C.M.U. WALL gnu POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WAIL SECTION SCALE: N.T.S. d -I L 11 H/ 7771 DL BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & 0D UPLIFT REQUIREMENTS) 77 L I REINF, PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. BnI #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S 0 DRAWINGS) O nj INSTALL WINDOW PER WINDOW MANUFACTURER'S < LI 0 SPECIFICATIONS & INSTALLATION INSTRUCTIONS p �- ® PER FBC-RES R613.6 & R613.7.5 co GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW I J 2" PAINTED DRYWALL (R-0.45) cc ACTUAL WALL THICKNESS DRAWN FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) TJF INCLUDING STRAPPING, TJF INSIDE AIR FILM (R-0.68) WMR/TJF DRYWALL & �" CEMFNTITIOUS 4"x1�" PRESSURE TREATED STRAPPING © 24" O.C. (R-1.10) JOB No. 905/117 FINISH = 98" SCALE T -NAILED INTO BLOCK. DATE 12/22/10 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. \ CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE FINISH GRADE d o PLASTER SKIM COAT OR PAINTED FOUNDATION WALL d 4 31" CONCRETE SLAB ON 6 MIL POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WAIL SECTION SCALE: N.T.S. SHT OF SD7 I� DL ® 0D 77 L BnI 0 O nj < LI 0 p �- ® <oo I J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF SD7 UI U338 1 HOUR RATED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER $" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER 8" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL 00 ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT (: 4 4 SD6 FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE 00 >- FINISH GRADE a? C) PLASTER SKIM COAT OR -� PAINTED FOUNDATION WALL 4 GN INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (0309) EXTERIOR EIRE WAIL_ 8" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL FILLED (R-13) "" TYPE "X" RATED GYP/ BD, EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (g" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JBUSSES P FLOOR TRUSS LAYOUT BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 711 #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WAIL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL Q d 4 v . 4 a 3z" CONCRETE SLAB ON 6 MIL.. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) r47� 1 HOUR EXTERIOR WALL SECTION (TYP) SDS SCALE: N.T.S. 0 A WOOD TRUSSES, GYPSUM WALLBOARD se layer EIB" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer 515" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 171s" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. UL D ETAI L -S Design No. U301 Bearing' Wail Rating - 2 HR Fin" Rating -66 Mat..; V V v Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72: ITS, 8.6.98 O.C.ehm „ „ q � I 1. Ntt-t" earls - Expod or dovered with joint finishet, . joimft --`Exposed or covered vnth fiber tape and joint finisber. As, an allunak,nmifW 3132. in. 03kk gym mer plaster mybe applied to the ent¢te she of lassffied Veneer baseboard. Joint refflb iced 3. NoU- a ce)rmentcoated nails 1_7"S in_ gr 4.09" in.. shank dialrta 114 in. diatn bftds and Sd cenment coated nails 2,319 in. hang, 0.113 in -shank, a W12 in, dialb heads. 4- Gypsum Board - " -.y 18 in. duck, two lh3mm applied either hleri=tallyror velli ally. Inner later attacked tct stu& nth the 1-7,18 in. nails spaced 6 in. OC. qtr lays' aftchDdto alb over ander later vAih the -318 it, 1"9 tails sp c*d'I'S in, O ';: 'Verlital jo nls, 1=ted over ergs Affil joints an fice la3linsstaiggeved with j nts sit base layem Joints of each abase layer offset 0F*h, ibintsof`base layreron opposite: When, used, in widths other filen 49 in;,; gypsum llt=d to be instated hmizontallyr: When'dteelFfatailt +mbel,sx (hares 6)m used' base, IaNerlattachd tofimng ch= lswith 1. in. latig Type S le -head steel sure s speeded mai 24in. CIC, face layer attacked with, 1-519 in., king Type S bi*k-lead steel screws speed ramex 12 in- . UL DETAILS SDIS UL DESIGN U338 Design no. U336 September 15, 2010 Montepi or Bearing Wall Rating - 1 NR 3 (Sao Sbrme 2 and 2A) Mnlsh Retina - OM Layer of Wallboard - Min. 20 Mtn. Two Leyen of Wallboard - Mln. " Min Lead Restrloted nor Canadian Application. - Issas guide BX.Z 4 C1 20 >�a RIZONTAL SECTION 1. Wood Studis -- Nom 2 by 3 of 2 by 4 In., flat wase, spaced 24 In. O.C. max, effectively, nrestopped. 2. gypsum Board- - For Nonbearing Wall rating -- One layer of 5/81n. thick, gypsum board secured m each side of studs. Gypsumboard applied aorl-flilly or Yeac.liy, anis. spea8ed below, with vertical joints centered on studs, and nailed to studs and bearing plates 7 In. O.C. wRh 6d cement meted halls, 1-7/81n. long, 0.0915 In, shank diem end I/4 In. diem head. As an alternate, No, 6 bugle head drywall screws, 1-7/8 In. long, may be subNituted for the 6d Cement mated cans. 2B. Gypsum Board* - (As an alternate to Item 2, not shown) - For Nonbearing Well rating - Any SVS In. thick gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) Category. Applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 In. from edge of board. When used In widths other than 481n., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2C. Gypsum Sclarrd* - Same as Item 2B. For Bearing Wall rating - Additional layer of 5/8 in. thick, 4 ft wide wallboard each side of assembly. Attached to studs over Inner layer 8 In. O.C. max with 1-7/8 in. long Type W coarse thread gypsum Panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2D- Gypsum Scard* - (As an alternate to Item 2, not shown) - For Nonbearing Wan rating - 5/8 in. thick gypsum panels applied harizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 81n. OC, with last screw I in. from edge of board. When used In widths other than 481n., gypsum board to be installed horizontally. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINT!!D GYPSUM INC - Prolloc Type C or PmRoc Type X CERTAINTIED GYPSUM CANADA INC - Prolloc Type C or ProROC Type X TEMPLE-INLAND - Type TG -C 2E. Gypsum Board* - Same as Item 2D. For Bearing Wall rating - Additional layer of 5/81n. thick, 4 R wide wallboard each aide of assembly. Attached to studs over inner layer 81n. O.C. max With 1.7/8 in. long Type W coarse thread gypwm panel steel screws. AMERICAN GYPSUM CO - Types AGX-1, AGC CERTAINTEED GYPSUM INC - Prolloc Type C or ProROc Type X CERTAINTEED GYPSUM CANADA INC - Pro Roc Type C or ProRoc Type X TEMPLE-INLAND - Type TG -C 2F. Gypsum Boards - (As an alternate to Item 2, not shown) - For Nonbearing Weil rating - 5/8 in, thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels Fastened to framing with 1-1/410. long Type W coarse thread gypsum panel steel acrews spaced a max 8 In. OC, with last 2 sonless 1 and 41n. from edge of board or nailed as described in Item 3. When used in widths of other than 48 in., gypsum boards are to be Installed horizontally. TEMPLE-INLAND - GmenGless Type X. TEMPL!-INLAND -Type x ComforoGuard Sound Deadening Gypsum Board. 21. Wall and Partition Facings and Aecssidus as* - (As an alternate to Items 2 through 211) - Nominal 5181n. thick, 4 R wide panels, applied vertically and secured as described In Item 2 or ZA. SERIOUS MATERIALS INC - Types QuletRock ES, Quletnock 527 3, Joints and Nall Heads - Gypsum board Joints of outer layer covered With paper tape and joint compound. Nail heads of outer layer covered with jmnt compound. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to the enure surface of Classified veneer baseboard with Joints reinforced with paper tape. 4. Sato and Blankets* - (optional) - Max 1 in. thickness glass or mineral fiber belt Insulation. See Batt. and Blanket* (BZIZ) category for names of Classified companies. 4A. Nber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spay applied cellulose material- The fiber is applied with water W completely fill the enclosed cavity In accordance with the application ires"cbom supplied with the product, Nominal dry density Aoreapplication DIO ot melt adhesive a nominal atlo.n p f art adhf sive to 6.6 parts fiber IW completely s mpletely till the enclosed cavity ilied with U S. Greenfliber LLC n ha accordance with the application Instructions supplied with the product. Nominal dry density of 2.5 Ib/fto. U S GREENFIBER L L C -' Cocoon2 Stabilized or Cocoon -FIRM (Fire Rated Material) 4B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose Insulation Th material. e fiber Is applied with water m Meador surfaces In accordance with the application instructions supplied with the product. Applied to complsilly fill the enclosed cavity. Minimum dry density of 4.3 Pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 4C, Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray appliedcellulose fiber. The fiber is applied with water to completely fill the imck sed cavity In accordance with the appllcatian Imam=supplletl with the product. The minimum cry density sn811 be 4,30 IU9/f[s. INTERNATIONAL CELLULOSE CORP -- Celbar-RL (ring the UL Clessificatlon Mark 7 UL D ETAI L_S DUNDERWRITERS LABORA WITH PERMISSION FR UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" a . DENSGLASS MOISTURE 1 HOUR RATED GA FILE NO. RC2602 RESISTANT EXTERIOR 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON SHEATHING USED AS PORCH CEILING SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON MATCH STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL D SCALE: N.T.S. 3 SD8 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF of .. I' I� n of II '~ - -- 0\1 0 SD8 LV BEAM 3 2 LAYERS 5/8" TYPE "X" 4 DENSGLASS MOISTURE 2 AYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER RESISTANT EXTERIOR U DETAIL U301 THIS SHEET SHEATHING USED AS�`�/-' SOFFIT BACKER BOARD DO NOT VENT OR HOUR RATED GA FILE NO. RC2602 PENETRATE SOFFIT 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON 3 PRE -FINISHED ALUMINUM PORCH CEILING SOFFIT AND FASCIA TO V /` MATCH C LrNTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL SDH SCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.T. FRAMING 1 3 TYPICAL. PORCH OVERHANG DETAIL SD8 SCALE: N.T.S. 'ER Z \tea Ar,.®®®•Dos•• �4aS 0 , ••���� a4� ®_ • t:`*. . 6P ; N o 0I- N . " - . • Ilk .rf /moo +fir I ° _ J I-- Z Z Z 1 IPl LJ LLI 0 0 0 Z 0 Ar,.®®®•Dos•• �4aS 0 , ••���� a4� ®_ • t:`*. . 6P ; N o 0I- z . " - . • Ilk .rf /moo +fir I ° _ J I-- Z Z Z 1 IPl LJ LLI 0 C\2 o0 ®'_ <- 0 0 0 L.rJI U U U 2 0 I( 11 V�1 p��� Ld `I // II /µ�yy Wq W- 5 5 5 0:O Fit II u F- LIJ <o � C) E" C�2 ® U U U ®® 'Y►Ilil�f,,,� w 0 Ar,.®®®•Dos•• �4aS 0 , ••���� a4� ®_ • t:`*. . 6P ; N o � oU.1 ® ®.�w !�• 2 w z . " - . • Ilk .rf /moo +fir I ° _ J • � eF ,9� �� • 17�i0Be* 000 ' LL 0 SHT OF �II LL Q 1 0 C\2 o0 <- CC) LLJ L_LJ0� �OE_'.WQC`17� Cn E-1 2 0 I( 11 V�1 p��� Ld `I // II /µ�yy Wq W- W LLJ V V 0:O Fit II u F- LIJ <o � C) E" C�2 ® V rCL LSI LL I V, 0 SHT OF LL Q 0 o0 � LLJ L_LJ0� 2 0 p��� 0 II u p p II r li LIJ a 0 V rCL DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. g05/117 SCALE AS NOTED DATE 02/04/11 SHT OF