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2101, 2105, 2109, 2113 Victoria Glen Dr (a)
111DRAWNG NDEX SKEET NO. DESRIFTION C-1 COVER, INDEX, REVISIONS, BC1 NOT USED UNIT BUILDING COMPOSITE FIRST FLOOR PLAN BC2 UNIT BUILDING COMPOSITE SECOND FLOOR PLAN BC3 BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS E-6 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC5 BC6 BUILDING COMPOSITE ROOF PLAN 1 .1 A UNIT TPTH06EA FLOOR PLANS AND DETAILS 1.2A UNIT TPTH06EA ELEVATIONS AND DETAILS 1.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS 2.1 A UNIT TPTH03A FLOOR PLANS AND DETAILS USED UNIT TPTH03A ELEVATIONS AND DETAILS 2.2A 2.3A UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS TPTH03A MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH02A FLOOR PLANS AND DETAILS 3.1 A 3.2A UNIT TPTH02A ELEVATIONS AND DETAILS 3,3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS 4.1 B UNIT TPTH05EB FLOOR PLANS AND DETAILS 4.2B UNIT TPTH05EB ELEVATIONS AND DETAILS UNIT UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS 4.3B S1 STRUCTURAL NOTES S2 FOUNDATION PLAN Q DOWEL LAYOUT PLAN S3 S4 FLOOR FRAMING PLAN DRAWN ROOF FRAMING PLAN S5 S6 LINTEL PLAN FOUNDATION DETAILS SD1 SD2 GENERAL DETAILS SD3 GENERAL DETAILS GENERAL DETAILS SD4 SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS FIRE SEPARATION WALLS AND DETAILS SD6 ARCHITECTURAL WALL SECTIONS AND DETAILS SD7 SD8 FIRE SEPARATION WALLS AND DETAILS E-1 ELECTRICAL NOTES AND SCHEDULES NOT USED E-2 E-3 UNIT TPTH02 ELECTRICAL PLAN, PANELS NOTES E-4 UNIT TPTH03A ELECTRICAL PLAN, PANELS NOTES E-5 NOT USED E-6 UNIT TPTH05EB ELECTRICAL PLAN, PANELS NOTES NOT USED E-7 E-8 UNIT TPTH06EA ELECTRICAL PLAN, PANELS NOTES MECHANICAL LEGEND, DETAILS AND SCHEDULES M-1 M-2 NOT USED M-3 UNIT TPTH02 MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH03A MECHANICAL PLAN, PLUMBING RISERS M-4 M-5 NOT USED M-6 UNIT TPTH05EB MECHANICAL PLAN, PLUMBING RISERS NOT USED M-7 UNIT TPTH06EA MECHANICAL PLAN, PLUMBING RISERS M-8 M-9 PLUMBING DETAILS AND SPECIFICATIONS LOCH LAKE TOWN HOMES SANFORD9 FLORIDA BUILDING 7 - LOTS #33 THRU #36 Construction Documents & Project Coordination Iffm DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com TPTH06E34 TPTHLEV. 03 33 TPTH02 36 I�iHUDL 33 ELEV. 'A' ELEV. A EA ELEV. 'B' (REV.) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4B4 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record 0� AC ==E )1�1 MW EIINIMWIT MONTA CONSULTING & DESIGN of WMR AND ASSOCIATES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 Builder &Owner MATT"Y k- 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 SANFORD BUILDING DEPT *THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUE::D TO BE A LICENSE TO PROCEED WITH IHE WOi''.K AND N01- AS AU"!"HORITY TO VIOLATE, CANC: EL. ALTER, OR SE'T' ASIDE: ANY OF THE. VROVi `.;ION5 OFF I'HE TECHNICAL CODES, NOR SHALL OF A. PERMIT PREVENT' `FI-jE BUILDING f) . r _ F 0N1 ';'I'E <F=,,\F' i REQUIRING A CORREC- TION OP ERP'ORS ON THE PLAN;, CONSTRUCTION OR OTHER V101-ATIONS OF 71 -IE CODES. MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 REV�S0ONS GENERAL DESIGN CRITERIA NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR REV # DATE DESCRIPTION EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 00 09/30/11 ISSUED FOR PERMIT FBCR 2007 EDITION WITH 2009 AMENDMENTS. OCCUPANCY CLASSIFICATION - R3 ��,D�_�a_�7 CONSTRUCTION TYPE - 56 PERMIT DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF B) BALCONIES - 60 PSF C) DECKS - 40 PSF" D) STAIRS - 40 PSF E) ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = 11 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+!-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF U- E 0 _. N 'It o co d- cn a 2 .0 LO Z3 a ..r U) © N I– N M c M � -0 '� M0) 0 co CZ CLQ .� LC N QCUONz3 cM� ? 0 tT T— Z Cr C7 TJ U)�+ r 0 W o 0 0) NZI—._ Li v ca o '� e o ' 9 � C �9 W • • t:% .� 0 LUCL (a 0 Z eOle �.B o '®�ss� o tt ski ►e o`���`� �' LA- p Z r 15 r0 dod Ld A" , .c� w UE - 5 -.0, � � o� � m �.4Axaa E- Z En z��Ww p�np�H ILJL JI L C I— > hGpF.y�E" 00 � Ld w r` © AO r, d. (n N 0) a) MCA �+ =3 J CA ?� C o o U. N y _ z� wow L N CZ rl_ CZ N Z- Q N C] � C J p U I— Q LU CL X00 DESIGN DRAWN U- E 0 _. N 'It o co d- cn a 2 .0 LO Z3 a ..r U) © N I– N M c M � -0 '� M0) 0 co CZ CLQ .� LC N QCUONz3 cM� ? 0 tT T— Z Cr C7 TJ U)�+ r 0 W o 0 0) NZI—._ Li v ca o '� e o ' 9 � C �9 W • • t:% .� 0 LUCL (a 0 Z eOle �.B o '®�ss� o tt ski ►e o`���`� �' LA- p Z r 15 r0 dod Ld A" , .c� w UE - 5 -.0, � � o� � m �.4Axaa E- Z En z��Ww p�np�H ILJL JI L C I— > hGpF.y�E" 00 � Ld w r` Z 0 J M V) _ (D o o M _ z� wow o~_ ~ 2 La o �QI� U J w <_V) Li p U I— Q CL X00 DESIGN DRAWN QUADR TJr/AT CHECKED WMR DWG.No. -- JOB No. 905/117 SCALE AS NOTED DATE 09/30/11 SHT 1 OF 20 C-1 Q a u H � n' n '9, nn TPTH06E TPTH03 @-E—LETH02TPTH05E . 'A' 34 E�E�� 'A' 35 E�E�� 9A, 36 ELEV. 'B' REQ. FOR FLOOR PLAN MOTES, DIMENSIONS AND DUALS SEE INUMDUAL- UNIT PLAN SHEETS 1 UNIT ZFIRST FI`,.iR PLAN PLAN. 95 3/16 1'-0 WALL SYMBOLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS 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 La.J 7' 0 pu V d Ij 1� d � s•• ,d, U. :W ••► O ® iC • 0 � _ I • lir \++♦ 1 J / of (fJ "C „••� �r Ll - fel; it z OL © wzL F z0 �O�Au m Gy 0 Ey'ma cn ©aw z0 I-- V O v uj W �. r o N LL o (0 0 Z 00 Z (' W�O Om= o F- = LTJLu o M H O = N U H CL :2OO-i DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -2 SHT 0F 6:12 6:12 6:12 i �■as® mss® �� ��■�� � ro x x x x 100 M 72"x96" ••a9x"S� PATIO OITA9 DOOR 51000 72"x96" 0 PATIO LjCU p DOOR 72"x96" 0 PATIO LjCU p DOOR ,L TPTH05E TPTH02 TPTH03 TPTH06E 36 E�EV. 'B' (REV.) 35 ELEV. 'A' 34 ELEV. 'B' D33ELEV. 'A' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 01- 6:12 6:12 E1 E2 TPTH06E TPTH03 33 ELEV. 'A' 34 ELEV. 'A' 4:12 6:12 /1, 1 %\ \ 6:12 E3 U 3DI' TH 12 T EEEV, 'A' FRONT ELEVAT�ON 36 TPTH05E ELEV. 'B' (REV.) FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDUDUAE UNIT ELEVATION SHEETS 4 UNIT BFRONT AND REAR ELEVATIONS. t3/ 16 99 - 1 - 0 99 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW o I � cc FIN. GROUND FLOOR FIN. GRADE cc TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD I TOP OF WINDOW cD T cc i� FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW j' 'o c FIN. GROUND FLOOR FIN. GRADE 00 Ln 71 n ry u cn LLJ W 't C) C4° wsw••wM�•ww•ww ���✓jr .. W w• ww I {� O 66 • C4 pay w U :, • w / ••w•ww ewww• �` J � O 'est®/� Q��� °°° DATE SHT OF BC -4 0 LjCU p z z0-4z � G PQz(mo o 1z' 0Wm r- F z w � = � o i zo�p� m o 00 z 0 1.4 a o EW Zzo.. J �_ P- 0 Hoawha Li Vwd d � Ld m N LL- DATE SHT OF BC -4 LjCU p � = 00 Z 0 © 0 Li � m �.. = W F- L Q00 0 CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -4 6:12 6:12 ■■■ _ -- son i��� i�iii� ai�� i� TOP OF PLATE TOP OF WINDOW FIN. SECOND TOP OF WINDOW o 00 i� I c I co FIN. GROUND FLOOR FIN. GRADE CO TPTH06E FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 36 TPTH05E UPGRADED CORNER 33 ELEV. 'A' ELEV. 'B' ((REV.)ELEVATION4 UNIT BUILDING LEFT AND RIGHT END ELEVATI O-NS99 93/16 — 1 —0" 6:12 E1 WALKWAY 'A' SHUTTERS 6:12 E2 FRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 6:12 E3 WALKWAY ELEV 'A' SHUTTERS E4 WALKWAY ELEV 'A' WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 UNIT BUILDIN(C-T" 3/16 99 — 1 9 —099 ENTRY 'S)IDE WALL ELEVATIONS Z 0 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLO TOP OF WINDOW DATE --BC-5 SHT OF r►►i�oairii w �r Z 7 04 o C14 �iW pq ca � 0 C 0—% oG � a z° _ ❑ FIN. GROUND FLOOR •roc V r 00 4, w („) co �..!4Q�a FIN. GRADE / •• o 44 z z be'eeee� Ld U o ox rri a �oECq ��� o w 3 LL- DATE --BC-5 SHT OF co z Z 7 o Az0EO N pq ca � 0 :D co �..!4Q�a Z o 44 z z Ld U o ox rri a �oECq ��� o w r w N DATE --BC-5 SHT OF co Z o0 w -i0 _ O M =w~ 0 � a U I— Ld F— _ V) QCOO 0 CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE --BC-5 SHT OF 00 I T) 68 TPTH06E ELEV 'B' 67 LEL E _V, 4'-62„ 66 ELEVTPTH0�A' . LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2007 SECTION R320.7 4 ITNIT BUILDING 3/16 99 — 1 9 —059 ROOF PLAN n1' ", TPTH05E ELEV. 'B' (REV) F_FRO_�OF�S�YM�BOLS LEGEND INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE 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. Li d' 0 Z fj •• Q z (j) h cn ®s •• •'® Q ��j •••oo''�oeo•• ®® J � ss►������WO � 0 z /� r" c '"'�� rn V1ciPIP z L/) 171 0 rz 9-4 uco ZivA� to z ��oza o PL, InAE n I� Zp� .. W c)aw 0 J e o ���a w— �� �'�CqE- H OO © we � W 0 c.� = one Z C� w-1 0 :m 0M� 5 w =w 0 F— 1 W 0 0C) DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -6 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. GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF O erg A to II-1L_ll w U _ 0 3:L, -. WO_j 0 W �aC) •O'rri O =W I H.ZOW02 p O _ W Cn w F- �JL W W Z N v) D F WH ao CL CL J " c� -I 0] J D I- 0 z W = W Z z z W W I- a JU Q U)W LZ 0 0O Of z Z ~ 0 Y U 00 U WO U Q Ii LL O o' o 0 ©_ w _ z O O J W w Q I- I- CD CD U 0 W CCY _z FOR 1 HR RATED WALLS Ir- O D :D � 0 :2 W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1 C W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 274" 50j" 9.32 NO 8'-0" W22 1 H5SH BLOCK SINGLE HUNG 26j' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' 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 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 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" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 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 GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF O erg A to II-1L_ll w U a�za i p � C) � d' 0 3:L, CL� WO_j 0 W �aC) •O'rri J =W I H.ZOW02 0 Q V 0 F- �JL W W Z w 0 v) D WH ao CL CL J " c� DESIGN DRAWN w mO AT/TJF CHECKEDTJF V) z p W z- u1 I- J O z Q c O Z ~ 2 C7 Y U _J W J W O o' o 0 ©_ w _ = cn z of w co o z O 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 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS C2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. C30 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. 4� 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. 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. �7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. FIR SIT YPLAN. 1/4 79 - V_®99 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 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 20'-11- 15 RANGE HOOD VENT (FBC-M1503). 2 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 0 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. 2 SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 5'-102 11'-72 APPLINCE SHALL COMPLY WITH UL923 ol 3 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES 1 TEMPERED SD6 O CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS GLASS SPECIFICATION OVER 7/8" THICK PRIMED 3 / MANUFACTURER. (SEE STRUCTURAL ENGINEERS W57 W57 W55 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 �a SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL o OAKER TUB O ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE - __ x36"x2( 21 W INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE - - - - - - - _ - -1 60 r IN -j O w RATING OF 1 HOUR WHERE LIMITING DISTANCE < z U IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL 51" W FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF 4 4 a = SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED h N n U COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) BACONCRETE T MASTED SUITE oAJ S O or © m STRUCTURAL LEENGI EERS SPECIFICATIONS EQUIVALENT THICKNESS. cONITRACTOR 721.3.1FOR 1 0 TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT CARPET TEMPERED LJ J OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. GLA S r� rIN p m STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. SHO�ER x cQ z m 2 BLOCK, FI -FOIL AA -2 VAPOR SHIELD ENCLOSURE 21 dN 00 bi 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 9' HIGH COFFER 3 ' V) N Q = (R-8.fi1) RATED CONTINUOUS FROM TOP OF MASONRY 1 i 3'-24FIRE WALL BELOW, TO UNDERSIDE OF ROOF L: _ _ - - _ - - - - - - O INTERIOR STUD PARTITIONS SHEATHING, SHAFT LINER ASSEMBLY PER UL - 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS 42" HIGH - HALF WALL FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION O 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER 0 -- -- 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 C T T T - SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM rcm 57 _ EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE W, I V C. �� / 68 O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. X _ FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION p L� �� 3 -8Li 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF D m SD6 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O - - - - -- - - - - - - �- NTED AHU O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 22 OOR PROVIDE R30 BATT/ BLOWN INSULATION AND 0 DBLE. HANGING 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH F. A. - 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 - - O INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 14 R311.5 -IN 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: 9'-1 4'-10 3'- - LO AT BASE) EQUALLY SPACED & ANCHORED T-11" TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES O z X STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) Li 7 O MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 0 z m X 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM 1 J m DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. Z w3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE BEDROOM 3 O p DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq, Ft. CARPET D N J E MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 7R 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" In MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING w - - - -�= 44" ABOVE FLOOR MAX. NOSING = 1" tY MIN. TREAD & NOSING = 10" MINIMUM WINDOW SILL HEIGHT FBC-8613.2 U C T 1 » 1 " 1 >> MAX. RISER = 7 3/4" 2') ( ) Li 5'-9" 3' 3'-3" 6 -94 D 52 4 SIN FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, N MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W97 LAUNDRY O3 O d FLIGHT OF STAIRS / \ MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS / \ o PROVIDE - - -i TILE MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) PAN UNDER vv - FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" OPT O~ WASHER IIS -� MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR _ _ _ _ _ ,, �I � 12" FROM INSIDE EDGE - �- UPPERS IIL MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) N MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT DD O u7 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OPT. TUKBINET & OPT. SURFACE OF THE EXTERIOR WALL FINISH OR WATER 1" - - - - - - BASE O HAND RAIL - FBC R311 5 6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 9'-12 TILE 47 MIN. STAIR HANDRAIL HEIGHT = 34° MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR C N MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR o MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 21 44" ®MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND I C. FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C-M�RRRORIHANDRAILS TO MEET REQUIREMENTS FOR 5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE _ TYPE II RAILS FBC R311.5.6.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" O IN WIDTH 5'-2�" WALLS BACKING ONTO ATTIC 4'-8" 2 2 O MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 8 (FBC-N1102.ABC.1.2) 6) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS BEDROOM 2 SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE CARPETWALL &CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OSPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS IN OWS WITH PROVITINGDUP PERFORMANCE SHALLC TO HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE ON THE WINDOW UNTIL FINAL ENERGY INSPECTION r AND GARAGE MIN. IIN WALLS AND FLOORS w/ CONDITIONEDSPACE ABOVE. TAPE ;n AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS EGRESS EGRESSDOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES qD TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND I W57 W57 SIN AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL - - - - RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE ROOF BELOW CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) 2" 6'-10" 3'-62 DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Ilk 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM 4'-9 2' -42 ATTIC ACCESS (FBC-81001) FA CE OF STUD TO FA CE OF STUD. " 13-10 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF �� FLOOR X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH \\\I�� NSULATION BACKINGCATION. (R-30) RIGID OR SIDING (PER ELEVAT/ON) AS OUTLINED y �.JO�GG �Y IN AMERICAN NA TONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) 1/495 - 1 9 -091 3'-6" Y' 42., L. 2,-0„ N SIN DRYWALL KNEEWALL cv s2 KITCHILN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 92(�SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF t LLJ 71 CL ry Ln LTJ SHT OF 1.1A Qi a I o W �n lu Q�C�i�• �z 00 �3 z .� , �Z-i O erg A to II-1L_ll � a�za i p � C) � d' 0 3:L, CL� WO_j 0 W �aC) •O'rri J =W I H.ZOW02 0 Q V 0 F- �JL W W Z v) D SHT OF 1.1A Qi a I o W M Z 00 OD za 0 3:L, WO_j W 0 =W I Y n F- �JL WH ao CL CL J " DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/30/11 SHT OF 1.1A ,, , . �. �. r r :/ � w.e.,� a,.., �. - n � > „ eyu Lr..,i., ,�f...Jea:�.M1..n "kLwNvn' ,��' w •'e. .. ..., n na u�k vav e n�a e, ,. wm; 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. INTERIOR DOOR 9' CLG, TYP. = SOAKER TIU 0 2'-0" 6'-8" 1" w INTERIOR DOOR 8' CLG. TYP, DINING 54"X30" PRFP. Lu O 8'-0" = C/J,,3 DATE _ INTERIOR DOOR 9' CLG. TYP. w w N (n U D r O D LJ = C 7 z CD vrrl 0 �I� m J 1 C) z w w w - z W w r Q 1 9' HIGH COFFER ' Q oO c.� a g m 1 O OWQ 0 bi z O _ _ J Q z Q z J 4 W w �� f- I z o Z) z o O z W w J W w Q OCa O o w U z w W w0 W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60�" 10.00 NO W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 274" 50j" 9.32 NO 2'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63�" 11.59 NO 1 4" W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 441" 8.56 NO TEMP GLASS FRENCH 18 LT SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-8" 50 SH FRAME SINGLE HUNG 28" 60" 284" 60j" 11.67 NO 8'-0" tW262444 4 SH BLOCK SINGLE HUNG 37" 50j" 374" 50j" 13.01 NO 5 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 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" 364" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 484" 508" 16.88NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484." 60j" 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 INTERIOR DOOR 9' CLG, TYP. = SOAKER TIU 0 2'-0" 6'-8" 1" w INTERIOR DOOR 8' CLG. TYP, DINING 54"X30" PRFP. 5A 2'-0" 8'-0" U C/J,,3 DATE MASTER INTERIOR DOOR 9' CLG. TYP. MASTER I IE I CARPET © 2'-2" 6'-8" 1 r Ia ELEVATIONS INTERIOR DOOR 8' CLG. TYP. Q BATH 2'_ �I� w 8'-0" 1 CARPET N fN INTERIOR DOOR 9' CLG. TYP. Ll V-6" 6'-8" 1 9' HIGH COFFER roo r-� INTERIOR DOOR 8' CLG, TYP. o c.� 1'-6" m 1 Cn O 0 bi z O J W - Q u z D' S Y J W w Q OCa O o w U z w W w0 - z Cl) z 0 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 4" R4 1 B S-0" 6'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION 1 D 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 0 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. 4'-11" 20'-0" :::74�_ PATIO 10'-0"x 8'-0" CONCRETE 3 W53 � X100 6080 PA 10 DOOR CO � L loo r - r' 13 20'-0" 3'-92„ 2„ 3CENTERED SITEMPERED 1 OVER PATIO DOOR GLASS BELOW ABOTUB VE W95 W57 W57 Gam - CD 60"x42"x20' 7 3 6 4� 2'-4" 8'-0" 1" TOTAL A/C AREA SEE DRAWINGS BY CABINET MFR FOR I INTERIOR DOOR 9' CLG, TYP. = SOAKER TIU 0 2'-0" 6'-8" 1" INTERIOR DOOR 8' CLG. TYP, DINING 54"X30" PRFP. 5A 2'-0" 8'-0" 1" C/J,,3 DATE MASTER INTERIOR DOOR 9' CLG. TYP. MASTER I IE I CARPET © 2'-2" 6'-8" 1 r Ia ELEVATIONS INTERIOR DOOR 8' CLG. TYP. Q BATH 2'_ �I� 2'-2" 8'-0" 1 CARPET N fN INTERIOR DOOR 9' CLG. TYP. V-6" 6'-8" 1 9' HIGH COFFER roo r-� INTERIOR DOOR 8' CLG, TYP. o i 1'-6" 8'-0" 1 TILE INTERIOR DOOR 9' CLG. TYP. 4'-11" 20'-0" :::74�_ PATIO 10'-0"x 8'-0" CONCRETE 3 W53 � X100 6080 PA 10 DOOR CO � L loo r - r' 13 20'-0" 3'-92„ 2„ 3CENTERED SITEMPERED 1 OVER PATIO DOOR GLASS BELOW ABOTUB VE W95 W57 W57 Gam - CD 60"x42"x20' 7 KITCHEN Is I CXT- TILE L J i� I I 1 �IN PNTR II DW II� SD6 SD6 � ❑--------- � RAISED SNACK BAR -IN Ln------ -- Jw ' v 7-42 1-10 6 1„----- 16 ¢ r--- 1, ---- ' ' -- ' 2 �3L„ 313„ a Qm� rw~ x1'19161 I zW I JUw Q < � Qui lI GATHERING ROOM 3- Qmw U w CARPET FW I Q0 _ 000� om �m Co W�>- �? �z o m o z l 8" DROPPED o z :2 COFFERED CEILING TO o U o D m COVER DROPPED STEP O v [ifa < I WQ J OPROVIDE zOf "5 RAILING 5/8"TYPE"X" _ � � m DkL_------ --- - YW�LL _ - m o C/)SIN UNDER STAIRS I- - o Q 11-9all „ ~ 4'-O2„ - 6'-31„ 71- 16 16 ------------- FOYER u 6 7 ; 1 1 Co TILE 17R STORAGE ��� -- _- Ln PROVIDE 45 'r MINUTE FIRE RATED 52 2'-1" _ 4 DOOR w/ RATED JAMB, SILL AND B WD CLOSER "� 1 TILE rj IRROR n 0STOP 0 � 1E � 0 _ DROP &T PROVIDE 1 LAYER 5/8"�0O R CH TYPE X EXTERIOR (-)O -4 PROVIDE SHEATHING ON PORCH (- 0'-4" PAN CEILING THIS UNIT UNDER T HW ill, 1 313„ 2, 0„ 2'-68„ 6'_62' 2, 5„ 5'--616 16 Q 72" ELECTRIC PANEL CICO LOC. SEE o SHT E1.1 E ECTRI A NMTER 2 NUE CD GARAGE i 2-24' WID SHUT ERS W/ SILL BELO CD I I 2 I 0 16'0"x7'0" O.H. GARAGE DOOR X7100 r - A .3 2 LINE OF SYNTHETIC STONE WAINSCOT 16'-0" 0„ FIR S"T FLOOR PLAN I I I I I I r� 21 x TEMP GLASS I �w ENCL. \ Z,2„ �- --- 3'-24„-��„ G 2'-\9 / \ 4 03 - --- MIRROR s' � � O L I N IN I 14 `? AHU H N QQ 2-6 2-6 Lu o, II BI -FOLD BI -FOLD O z �: LAUINIDRY >_ r 11 TILE PROVIDE T C � r I- z W` I. C X I F-^ PAN U R OPT. BASE ri is II CARPET o I X 113 _ WASHER CABINET o Q =III m IL .D J I �I �I oPT-h 0 a w `"' J o� I I ISL ILTUB_ DN 313 r W ¢ m � >- -17�iN OPT! / PPERS ©gym I ¢© 0II----j LIP_ - o�w SII w© Co (on II cn = ¢ II 1 Ln DN SID 6 - J 14RO 7 6'-01„12„ �I2----- DN 313 0 44 W. 1. C. �N 3'-9>, 0 21 II BATH 3 T C o O TILE O I N Ln 3,-44„ I O V -O2„ BEDROOM 3 N I CARPET o 0 o 5-0 BI -FOLD O N -j J wa U z� � J � Q 0_ r� J 0 d d <c p � m zOfw U D Un m0 Q J f40" HIGH JKNEE WALL W/ PTD. PINE CAP I - I �1 I 6„ 10'-112„ 2, 1„ 4„ lo EGRESS 8' CEILING I I W57 BEDROOM 2 1 CARPET I VAULTED /CEILING 2' 102„ 2,-22" o a I I I 4" 12' 4" I EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6,-41 2'--01„ 12'-102„ 2 5,-1„ SECOND FLOOR PLAN 1/499 - 19s091 0 1„ y 2'_-_1_022'-0" 42 "I I� TYPICAL FOR ALL SHELVES �r & LEDGES - 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. o 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. B0HH AEEWAY STOP & DROP L.oUI B- CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET D 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 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANG HOOD VENT (FBC--M1�03) 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 OFRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES 1 CEMENTITIOUS FINISH e3/4" 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 0 ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE a IS LESS THAN 3'-0" _ CONCRETE BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL O CEMENTITIOUS FINISH 18(- FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP 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 #3-1.3 SEMBSY U905. FBC APPLY WITH TAB 3.1 FORLE CONCRETE BLOCK WALL REINFORCED PER 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 RATED CONTINUOUS FROM TOP OF MASONRY (R-8.61) FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 CSD 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 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) I FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS, PROVIDE W d APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ���� °`:M°*�,� ,p/rj� " O PROVIDE R30 BATT/ BLOWN INSULATION AND ® °o °® a' Ld L 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH�.� 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 `4 o°QjLf ® %j : �"' Z Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 Q 6 R311.5 ` Z t!1 �� V 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: (,� a .. Lu J AT BASE) EQUALLY SPACED & ANCHORED �- 0..a TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i �� Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) I� °® °•® y`~ Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED/�,� 2.) TREADS SHALL BE 2x12, SPF#2 RIPPED IN EVERY SLEEPING ROOM J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ®/® ® WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE fill DOWN DOWN AS REQUIRED GLUED AND NAILED. WINDOW= 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1' 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, z MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE r' MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE ~ d� FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" W Z r" MIN. CLEAR STAIR WIDTH = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) A i --i © �� L_ FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" U2 Z L" I MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR 12" FROM INSIDE EDGE pq Z ra MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING a." Ilk I� MAX. WINDER DEPTH = 12" AT ANY POINT (FBC-R613.8) C") ua,� INSTALL APPROVED CORROSION RESISTANT FLASHING AT L) E� A Uj CO ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE Z � � V► � SURFACE OF THE EXTERIOR WALL FINISH OR WATER O HAND RAIL -FBC 13311.5.6 & 13312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH th H MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 0 -4 0 Z PA 0 MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR is i, 0 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z N W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C) Q'i ZZ HANDRAILS TO MEET REQUIREMENTS FOR5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE u 0 " 0 TYPE II RAILS FBC 13311.5.6.3 FOR GRIP FBC-R613.8.2) w i/2 I a SPECIFICATIONS. HANDRAILS TO TERMINATE MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE. FOR J TO WALL OR NEWEL POST PER FBCW Ey [+ R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4° ^ 0 W 0 IN WIDTH J o O 8 WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS L) (FBC-N1102 ABC 1 2) METHOD -B (FBC-N1101.A) 0 WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE w SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) w INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. 9 SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113,A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL V) RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM w I INS/DE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-M1502)_ FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH U Z 00 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ Q DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM z F_ ATTIC ACCESS (FBC-131001) FACE OF STUD TO FACE OF STUD. W � j 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF J X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY I/ENEER, 0 w INSULATITION BACKING. ( ATTIC HATCH LOCATION. (R-30) RIGID OR SIDING PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS = Y o INSTITUTE INC. (ANS/ 2765-2003) AREA CALCULATIONS (ANSI) 3 6 -18 �I0° -- 4'-6" 5'-94" I 31 �" TOTAL A/C AREA SEE DRAWINGS BY CABINET MFR FOR I 50S = SOAKER TIU TOTAL AREA UNDER ROOF ��- - - - - - - /- SUI � DWG.No. JOB No. DINING 54"X30" PRFP. SCALE AS NOTED KITCHEN CAB C/J,,3 DATE MASTER MASTER I IE I CARPET io ISLAND - r Ia ELEVATIONS Q BATH 2'_ �I� 11 CARPET N fN OASIS 9' HIGH COFFER roo r-� o i TILE CEILING I I KITCHEN Is I CXT- TILE L J i� I I 1 �IN PNTR II DW II� SD6 SD6 � ❑--------- � RAISED SNACK BAR -IN Ln------ -- Jw ' v 7-42 1-10 6 1„----- 16 ¢ r--- 1, ---- ' ' -- ' 2 �3L„ 313„ a Qm� rw~ x1'19161 I zW I JUw Q < � Qui lI GATHERING ROOM 3- Qmw U w CARPET FW I Q0 _ 000� om �m Co W�>- �? �z o m o z l 8" DROPPED o z :2 COFFERED CEILING TO o U o D m COVER DROPPED STEP O v [ifa < I WQ J OPROVIDE zOf "5 RAILING 5/8"TYPE"X" _ � � m DkL_------ --- - YW�LL _ - m o C/)SIN UNDER STAIRS I- - o Q 11-9all „ ~ 4'-O2„ - 6'-31„ 71- 16 16 ------------- FOYER u 6 7 ; 1 1 Co TILE 17R STORAGE ��� -- _- Ln PROVIDE 45 'r MINUTE FIRE RATED 52 2'-1" _ 4 DOOR w/ RATED JAMB, SILL AND B WD CLOSER "� 1 TILE rj IRROR n 0STOP 0 � 1E � 0 _ DROP &T PROVIDE 1 LAYER 5/8"�0O R CH TYPE X EXTERIOR (-)O -4 PROVIDE SHEATHING ON PORCH (- 0'-4" PAN CEILING THIS UNIT UNDER T HW ill, 1 313„ 2, 0„ 2'-68„ 6'_62' 2, 5„ 5'--616 16 Q 72" ELECTRIC PANEL CICO LOC. SEE o SHT E1.1 E ECTRI A NMTER 2 NUE CD GARAGE i 2-24' WID SHUT ERS W/ SILL BELO CD I I 2 I 0 16'0"x7'0" O.H. GARAGE DOOR X7100 r - A .3 2 LINE OF SYNTHETIC STONE WAINSCOT 16'-0" 0„ FIR S"T FLOOR PLAN I I I I I I r� 21 x TEMP GLASS I �w ENCL. \ Z,2„ �- --- 3'-24„-��„ G 2'-\9 / \ 4 03 - --- MIRROR s' � � O L I N IN I 14 `? AHU H N QQ 2-6 2-6 Lu o, II BI -FOLD BI -FOLD O z �: LAUINIDRY >_ r 11 TILE PROVIDE T C � r I- z W` I. C X I F-^ PAN U R OPT. BASE ri is II CARPET o I X 113 _ WASHER CABINET o Q =III m IL .D J I �I �I oPT-h 0 a w `"' J o� I I ISL ILTUB_ DN 313 r W ¢ m � >- -17�iN OPT! / PPERS ©gym I ¢© 0II----j LIP_ - o�w SII w© Co (on II cn = ¢ II 1 Ln DN SID 6 - J 14RO 7 6'-01„12„ �I2----- DN 313 0 44 W. 1. C. �N 3'-9>, 0 21 II BATH 3 T C o O TILE O I N Ln 3,-44„ I O V -O2„ BEDROOM 3 N I CARPET o 0 o 5-0 BI -FOLD O N -j J wa U z� � J � Q 0_ r� J 0 d d <c p � m zOfw U D Un m0 Q J f40" HIGH JKNEE WALL W/ PTD. PINE CAP I - I �1 I 6„ 10'-112„ 2, 1„ 4„ lo EGRESS 8' CEILING I I W57 BEDROOM 2 1 CARPET I VAULTED /CEILING 2' 102„ 2,-22" o a I I I 4" 12' 4" I EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6,-41 2'--01„ 12'-102„ 2 5,-1„ SECOND FLOOR PLAN 1/499 - 19s091 0 1„ y 2'_-_1_022'-0" 42 "I I� TYPICAL FOR ALL SHELVES �r & LEDGES - 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. o 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. B0HH AEEWAY STOP & DROP L.oUI B- CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET D 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 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANG HOOD VENT (FBC--M1�03) 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 OFRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES 1 CEMENTITIOUS FINISH e3/4" 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 0 ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE a IS LESS THAN 3'-0" _ CONCRETE BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL O CEMENTITIOUS FINISH 18(- FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP 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 #3-1.3 SEMBSY U905. FBC APPLY WITH TAB 3.1 FORLE CONCRETE BLOCK WALL REINFORCED PER 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 RATED CONTINUOUS FROM TOP OF MASONRY (R-8.61) FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 CSD 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 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) I FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS, PROVIDE W d APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ���� °`:M°*�,� ,p/rj� " O PROVIDE R30 BATT/ BLOWN INSULATION AND ® °o °® a' Ld L 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH�.� 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 `4 o°QjLf ® %j : �"' Z Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 Q 6 R311.5 ` Z t!1 �� V 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: (,� a .. Lu J AT BASE) EQUALLY SPACED & ANCHORED �- 0..a TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i �� Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) I� °® °•® y`~ Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED/�,� 2.) TREADS SHALL BE 2x12, SPF#2 RIPPED IN EVERY SLEEPING ROOM J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ®/® ® WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE fill DOWN DOWN AS REQUIRED GLUED AND NAILED. WINDOW= 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1' 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, z MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE r' MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE ~ d� FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" W Z r" MIN. CLEAR STAIR WIDTH = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) A i --i © �� L_ FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" U2 Z L" I MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR 12" FROM INSIDE EDGE pq Z ra MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING a." Ilk I� MAX. WINDER DEPTH = 12" AT ANY POINT (FBC-R613.8) C") ua,� INSTALL APPROVED CORROSION RESISTANT FLASHING AT L) E� A Uj CO ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE Z � � V► � SURFACE OF THE EXTERIOR WALL FINISH OR WATER O HAND RAIL -FBC 13311.5.6 & 13312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH th H MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 0 -4 0 Z PA 0 MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR is i, 0 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z N W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C) Q'i ZZ HANDRAILS TO MEET REQUIREMENTS FOR5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE u 0 " 0 TYPE II RAILS FBC 13311.5.6.3 FOR GRIP FBC-R613.8.2) w i/2 I a SPECIFICATIONS. HANDRAILS TO TERMINATE MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE. FOR J TO WALL OR NEWEL POST PER FBCW Ey [+ R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4° ^ 0 W 0 IN WIDTH J o O 8 WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS L) (FBC-N1102 ABC 1 2) METHOD -B (FBC-N1101.A) 0 WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE w SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) w INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. 9 SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113,A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL V) RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM w I INS/DE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-M1502)_ FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH U Z 00 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ Q DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM z F_ ATTIC ACCESS (FBC-131001) FACE OF STUD TO FACE OF STUD. W � j 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF J X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY I/ENEER, 0 w INSULATITION BACKING. ( ATTIC HATCH LOCATION. (R-30) RIGID OR SIDING PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS = Y o INSTITUTE INC. (ANS/ 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 SF TOTAL A/C AREA 1583 SF COVERED PORCH AREA 50S GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2006 SF 2, 1 A SHT OF U PJujM p Q L1"" �O� DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED C/J,,3 DATE 09/30/11 2, 1 A SHT OF 2'-0" �N i N I �n SIN N 14„III 4, 3/4” RECESS---] SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS VARIES 7" ��3 "y4 k SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER z oc 2'— 4" ELEC METER �J SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 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 PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4 99 - 19v®99 mm CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT ENTRY GARAG-TE ELEV E5 1/4 V-0 91 B•72 0 rt 0 0 0 0 0 I 00 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED - WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN, GRADE 6:12 6 �\2 E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ, FT. 99 99 FRONT ELEVATION A 1/4 91 1 9 -099 20 20 67 6:12 RAlga 6•I2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW 4- 0 7" 7/8" STUCCO EQ EQ (2nd FI. TYP.) ro I a z V „ 4" � '� p O w 1,111 - n cn >- Q U :2 J H2= w � p F- I_ Q H � DESIGN DRAWN QUADRA AT/TJF CHECKED TJF" a JOB No. 905/117 SCALE AS NOT DATE 09/28/11 VARIES 3", 7""k �- SCALE 2:1 N 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'— 4" ELEC METER �J SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 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 PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4 99 - 19v®99 mm CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT ENTRY GARAG-TE ELEV E5 1/4 V-0 91 B•72 0 rt 0 0 0 0 0 I 00 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED - WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN, GRADE 6:12 6 �\2 E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ, FT. 99 99 FRONT ELEVATION A 1/4 91 1 9 -099 20 20 67 6:12 RAlga 6•I2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER „ 7„ 7/8" STUCCO EQ. EQ. (2nd FI. TYP.) i� I a z V „ 4„ � '� p O w 1,111 - n Y I >- Q U :2 J H2= w � p F- I_ Q H � DESIGN DRAWN QUADRA AT/TJF CHECKED TJF" a JOB No. 905/117 SCALE AS NOT DATE 09/28/11 VARIES 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'— 4" ELEC METER �J SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 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 PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4 99 - 19v®99 mm CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT ENTRY GARAG-TE ELEV E5 1/4 V-0 91 B•72 0 rt 0 0 0 0 0 I 00 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED - WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN, GRADE 6:12 6 �\2 E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ, FT. 99 99 FRONT ELEVATION A 1/4 91 1 9 -099 20 20 67 6:12 RAlga 6•I2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER ENTRY iELEV_ E6 1/4 1 1 _0" In] Z n ry U cn LbJI A pmzm 'mM z'� x co `=' Z o V. m T Z Ernes r a ©za o 0 4 o;z . C rz xLLJ o F- esEwF� a Q U W o > Zu W Z 2 N D ILd Q 111ip11//r/* Li n LL �°r ®� Z O 0 un0 0 ■., a z V • + ° � may, "' `"' � '� p O w 1,111 - n Y I A pmzm 'mM z'� x co `=' Z o V. m T Z Ernes r a ©za o 0 4 o;z . C rz xLLJ o F- esEwF� a Q U W o > Zu W Z 2 N D ILd Q w O z 00 2 0 Z "Q W L> � � J O w 2 W n Y I >- Q U :2 J H2= � p F- I_ Q H � DESIGN DRAWN QUADRA AT/TJF CHECKED TJF" DWG.No. JOB No. 905/117 SCALE AS NOT DATE 09/28/11 SHT OF 2.2A 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. 1 14 1 SD6 00� ell W ^I w U 3 L;36-1-6" 001, o 0� m .1 O 5,-32„ -5„ 7-11., LLJ z 5 O� O cn F OSTOR 1: L cn W N0 J N GATHERING ROOM U n< CD W CD U SEE SHT 0 J Li J D 0 � = Z Z z z Q (D W >- m Q Z z N W W ui ELECTRIC 1 Lu z Q W 1 U © � 0 oQ Q � Q � O O Q = Q o 0 o 0 W W� I- H _ � C7 3 Cn z z J O 2'-8" 6'-8" � D 0 W CEJ SIN 1A 2'-8" O 1 4" R4 x g 1B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60J" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 261" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27j" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27�" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52,'v" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.57 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 374" 50j" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36�" 48�" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50" 484" 50" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 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 UNDER STAIRS 1 14 1 SD6 00� ell W ^I w U 3 L;36-1-6" 001, 0� m .1 O 5,-32„ -5„ 7-11., �� w 5 O� O cn BULKHEAD OSTOR AG7 �- - - - U N0 J W GATHERING ROOM DETAIL n< J a m E HEADROOM 3-616- _ CARPET SEE SHT 0 15'-611" 1 6 IN3.2B w I- PORCH U LJ � C.O >- W mcn 3 l.;;P 17R N Z O 0 Ld (Z O ELECTRIC 1 I J Q W 1 W I- J Q J U II I� 11 Z Q D OO _ = Y U D w W W I- D C3 O 0 0 3: w = w O (� \) / O 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS SIN 1A 2'-8" 8'-0" 1 4" R4 - _ F I r PROVIDE PAN UNDER 1B 3'-0" 6'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 4" R4 3 4-" TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS p 0 .aD4 2 2'-8" 6'-8" 1 3'-3" 3„ 5 -34 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 E � >- INTERIOR DOOR 9' CLG. TYP. T FF 0 2'-6" 6'-8" 1 g�" 11 INTERIOR DOOR 8' CLG. TYP. r�� __j 2'-6" 8'-0" 1 L T �lP-PERS r" - INTERIOR DOOR 9' CLG, TYP. 2'-4" 6'-8" 1 O D INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. U cn O2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 U)= Q INTERIOR DOOR 9' CLG. TYP. - --- 0 2'-2" 6'-8" 1 g�" INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, O V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS LOICO 6'- O2" PATIO 10'-0"x 6'-0" CONCRETE ( )0'-4" fi 6080 PATIO DOOR 20'-0" 8'-9" 5-21 A 3 AC W91 I I I I I 1 1 R 1 , 11„ I 5 -616 3'-6" 1 DININC ROOM TILE 42"x42" rIW - 7 ISLAND rn r__10 I 1 I N i Is l KITCHEN 1 L AL J 17 TIL S D 6 =1tv 0 I L--- 11 DW - - - - L --J 42 HIGH ----- _ ---- SNACK BA F.Ac- PROVIDE WALK-IN - - - - - - - - - 5/8"TYPE "X" PANTRY 1116" DRYWALLA U Q J U 13 � �' a- .316 Lu I- rw� 5'-10" 3'-102 av0 „ 5-6L �p D 14 UNDER STAIRS 1 14 1 SD6 00� ell W ^I N 3 L;36-1-6" 001, 0� m .1 O 5,-32„ -5„ 7-11., �� w ~ O� O cn BULKHEAD OSTOR AG7 �- - - - U N0 J _��_ GATHERING ROOM DETAIL n< J a m E HEADROOM 3-616- _ CARPET SEE SHT 15'-611" 1 6 IN3.2B w I- PORCH N; LJ � C.O J <Z 3 l.;;P 17R SHTSTRICAL W Z 67 I U h ELECTRIC 1 O Dll, w m W Q W 1 4„ 2 4" OU J Z�LLJZ II I� 11 p 0 Y d � 1116" IW- r U Q J U 13 � �' a- .316 Lu I- rw� 5'-10" 3'-102 av0 „ 5-6L �p D 14 © < m 1 0 U J SD6 00� ell W ^I N Q J 0� m 7 z QUADR �� w ~ O� O cn BULKHEAD I rl= rn o 1 PROVIDE rn PAN N UNDER 1_3„ 13" 316 6'-10 5 „ 2,_71„ 7,_07„ HWT 2,_6 3 „ 316 2 8 16 IW- r 6N. 5'-10" 3'-102 8 „ 5-6L 1538 SF 14 © < m I 0 TOTAL AREA UNDER ROOF 1853 SF ell 1 D N 16" DROPPED z :2 7 QUADR AT/TJF ~ BULKHEAD 0 o � - - - U SHUTTER Hol_ 07RL_ DETAIL VER TOILET 0 S Q SEE SHT LOC. SEE IN3.2B PORCH N; 12'-216 3 l.;;P 17R SHTSTRICAL 11 .1 O PWD .'I h ELECTRIC 1 78" Q W 1 4„ 2 4" TILE m 2'- 9 1� - II I� 11 N NICHE SIN � A MIRROR 1� � 12 LAUNDRY I/ 2 0 Y E R �� TILE ! STOP `o DROP .I (� \) / HWT N rl= rn o 1 PROVIDE rn PAN N UNDER 1_3„ 13" 316 6'-10 5 „ 2,_71„ 7,_07„ HWT 2,_6 3 „ 316 2 8 16 �N I r- 7161, 5'-4" 7„ 2 L - LINE OF FLOOR ABOVE - W22 SHUTTERS SEE SHT 2.2A 8'0"xI7'0" O.H. GARAGE DOOR LINO OF SYNTHETIC -S ONE WAINSCOT 6'-6136" "- FIRS"T FLOOR PL: -.N 1/497 s 19®099 SDIS EGRESS 77-- - - - - - - - - /� I 1 I I r I I I I 51 , 12'-62" I I I I 1 D6 IM ASTER SUIT T I ICARPET 48 x4b 60"x42"x20 SOAKER TUB 21 6'-34„ 54„ 1 SIN �o I i� 2"X3 " / \ 9_HIGH COFFER - -\I MASTER 72 BATH OASIS 42" HIGH KNEE TILE WALL W/ TEMP 3 1MIRROR GL ENCL. DN o lZ LIN D 42" WALLS HIGH KNEE W/ PTD. �I00 0 17R 8 �N 1538 SF 14 AHU I 0 TOTAL AREA UNDER ROOF 1853 SF Lnloo 1 D N DESIGN DRAWN QUADR AT/TJF ~ DWG.No. JOB No. 905/117 PANELELECTRIC G A R A C E O SHUTTER Hol_ 07RL_ DETAIL " 3,1A SEE SHT LOC. SEE IN3.2B PORCH 12'-216 3 SHTSTRICAL sv- In ELECTRIC 1 78" DOUBLE DOORS METER N - II I� 11 NICHE SIN � A 1� � 12 LAUNDRY I/ 2 �N I r- 7161, 5'-4" 7„ 2 L - LINE OF FLOOR ABOVE - W22 SHUTTERS SEE SHT 2.2A 8'0"xI7'0" O.H. GARAGE DOOR LINO OF SYNTHETIC -S ONE WAINSCOT 6'-6136" "- FIRS"T FLOOR PL: -.N 1/497 s 19®099 SDIS EGRESS 77-- - - - - - - - - /� I 1 I I r I I I I 51 , 12'-62" I I I I 1 D6 IM ASTER SUIT T I ICARPET 48 x4b 60"x42"x20 SOAKER TUB 21 6'-34„ 54„ 1 SIN �o I i� 2"X3 " / \ 9_HIGH COFFER - -\I MASTER 72 BATH OASIS 42" HIGH KNEE TILE WALL W/ TEMP 3 1MIRROR GL ENCL. DN o lZ LIN D N O - ---7 4O ® G T 0 J MIRROR CID LAUNDRY BOX & 0 48" DRYER BOX O BEDROOM 2 CARPET 9'-112„ 3, EGRESS W97 4„ 2 0 2 „ 1,- 2„ 1 5 BAT m 1 5 BEDROOM 3 CARPET 1 1 EGRESS 48"X63" I 1 5'-42" 5'-52" - GARAGE ROOF BELOW - - - 6'-102" 2'-32" 10'-10" SIN 00 I N JCK W J < z 3:::] 1) =1N - LL- I- �Q �U)n N CY 0 J O Q I W O J Dim 0O Ld V) (n N SECOND FLOOR PLAN I I d o I I 4" 2'-10" 4" 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 RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. g HALLWAY . STOP & DROP -IN N W 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 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FQC-M15O3) 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) 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 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 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION - O 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF H" 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 OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 ® 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 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 O4 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION W UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE ll'11//� d APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS �® 11�.����0/' N O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ,N %N' `s ®eo°°°0�eoeoee ���r� PROVIDE R30 BATT/ BLOWN INSULATION AND ,� eo° 'CI' u. doe ,. Z p 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH rW p Z 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 o' Cn IN. ®„wo OINTERIOR STAIRS-SITEBUILT FBC 2007 R702.4.2 wa:o R311.5 V 3 : W ao 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: s ® e� '� U"1 AT BASE) EQUALLY SPACED & ANCHORED ; eJ e Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES a oe eo .,, STRUCTURAL ENGINEERS SPECS. 1')(FBC-R310)�i ��°o eo°�{��� Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED DOWN AS REQUIRED GLUED AND 2TREADS SHALL BE 2x12 SPF#NAILED ED MINMUMY REAPING FOR GROUND FLOOR EMERGENCY ESCAPE �®�eell►al li�ir to®ROOMO WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" 1 SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD W 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" z MAX. RISER = 7 3/4° 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" F�1 � C THE LOWEST PART OF THE CLEAR OPENING TO THE . p d+ MAX. VERTICAL RISE FOR = 12'-0° U V-4 •-1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS W Z MIN. STAIR WIDTH = 3'-O" In MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) CQ Z EW4 .9-i FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" iA C7� MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR Z 12" FROM INSIDE EDGE _ MIN. WINDER READ MEASURED 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) 0 y O E+ t=1 MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT F� ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z 7 SURFACE OF THE EXTERIOR WALL FINISH OR WATER T a O Z HAND RAIL -FBC R311.5.6 & R312,1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITHPA MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR A 114 .0 MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR �-y MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. yZ �i � Ems+ MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND F-+ .,� V) PQ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT CL MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 O a' W 0 C HANDRAILS TO MEET REQUIREMENTS FOR'% TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE J a SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR I"" E-1 612 E4 R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" O C u IN WIDTH u� OWALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2)N1102.ABC.1.2� WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) WTOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE �J SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. N WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OBALL &CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2° WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION &AREA NOTES TIGHT. - FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. Q 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL w RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTS/DE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. Z 00 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8'" CEMENTITIOUS FINISH = 0 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) lIlll- DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM V) � j ATTIC ACCESS (FBC-131001) w FACE OF STUD TO FACE OF STUD. W 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS AREO J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. I.- X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN MEASURED TO EXTERIOR SURFACE OF O W ATTIC V HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY I/ENEER, INSULATION BACKING. OR SIDING (PER ELEI/ATION) AS OUTLINED = Ld p IN AMERICAN NATIONAL STANDARDS Y INSTITUTE INC. (ANSI 2765-2003) Q AREA CALCULATIONS (ANSI) 42" WALLS HIGH KNEE W/ PTD. 700 SF 17R 8 �N 1538 SF 14 AHU GARAGE AERA 0 TOTAL AREA UNDER ROOF 1853 SF J -I- DESIGN DRAWN QUADR AT/TJF ~ DWG.No. JOB No. 905/117 SCALE AS NOTED PINE CAP 3Js 07RL_ " 3,1A 3 sv- (y J Q of Q DOUBLE DOORS - II I� 11 co � w (-' 1� � 12 LAUNDRY I/ Y I II z �N 3 3 TILE L 3 = SIN Q a� - _ F I r PROVIDE PAN UNDER W• ° C• II -� m rn 0 L), 1,, 3 4-" 1 D I W 1 WASHER CARPET II 1- 54 p 0 .aD4 - 6,-31„ 2 3'-3" 3„ 5 -34 Ln E � >- T FF ----- 11 r�� __j L T �lP-PERS r" - d� O D U cn U)= Q - --- N O - ---7 4O ® G T 0 J MIRROR CID LAUNDRY BOX & 0 48" DRYER BOX O BEDROOM 2 CARPET 9'-112„ 3, EGRESS W97 4„ 2 0 2 „ 1,- 2„ 1 5 BAT m 1 5 BEDROOM 3 CARPET 1 1 EGRESS 48"X63" I 1 5'-42" 5'-52" - GARAGE ROOF BELOW - - - 6'-102" 2'-32" 10'-10" SIN 00 I N JCK W J < z 3:::] 1) =1N - LL- I- �Q �U)n N CY 0 J O Q I W O J Dim 0O Ld V) (n N SECOND FLOOR PLAN I I d o I I 4" 2'-10" 4" 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 RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. g HALLWAY . STOP & DROP -IN N W 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 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FQC-M15O3) 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) 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 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 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION - O 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF H" 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 OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 ® 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 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 O4 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION W UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE ll'11//� d APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS �® 11�.����0/' N O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ,N %N' `s ®eo°°°0�eoeoee ���r� PROVIDE R30 BATT/ BLOWN INSULATION AND ,� eo° 'CI' u. doe ,. Z p 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH rW p Z 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 o' Cn IN. ®„wo OINTERIOR STAIRS-SITEBUILT FBC 2007 R702.4.2 wa:o R311.5 V 3 : W ao 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: s ® e� '� U"1 AT BASE) EQUALLY SPACED & ANCHORED ; eJ e Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES a oe eo .,, STRUCTURAL ENGINEERS SPECS. 1')(FBC-R310)�i ��°o eo°�{��� Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED DOWN AS REQUIRED GLUED AND 2TREADS SHALL BE 2x12 SPF#NAILED ED MINMUMY REAPING FOR GROUND FLOOR EMERGENCY ESCAPE �®�eell►al li�ir to®ROOMO WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" 1 SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD W 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" z MAX. RISER = 7 3/4° 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" F�1 � C THE LOWEST PART OF THE CLEAR OPENING TO THE . p d+ MAX. VERTICAL RISE FOR = 12'-0° U V-4 •-1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS W Z MIN. STAIR WIDTH = 3'-O" In MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) CQ Z EW4 .9-i FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" iA C7� MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR Z 12" FROM INSIDE EDGE _ MIN. WINDER READ MEASURED 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) 0 y O E+ t=1 MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT F� ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z 7 SURFACE OF THE EXTERIOR WALL FINISH OR WATER T a O Z HAND RAIL -FBC R311.5.6 & R312,1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITHPA MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR A 114 .0 MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR �-y MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. yZ �i � Ems+ MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND F-+ .,� V) PQ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT CL MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 O a' W 0 C HANDRAILS TO MEET REQUIREMENTS FOR'% TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE J a SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR I"" E-1 612 E4 R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" O C u IN WIDTH u� OWALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2)N1102.ABC.1.2� WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) WTOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE �J SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. N WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OBALL &CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2° WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION &AREA NOTES TIGHT. - FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. Q 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL w RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTS/DE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. Z 00 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8'" CEMENTITIOUS FINISH = 0 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) lIlll- DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM V) � j ATTIC ACCESS (FBC-131001) w FACE OF STUD TO FACE OF STUD. W 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS AREO J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. I.- X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN MEASURED TO EXTERIOR SURFACE OF O W ATTIC V HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY I/ENEER, INSULATION BACKING. OR SIDING (PER ELEI/ATION) AS OUTLINED = Ld p IN AMERICAN NATIONAL STANDARDS Y INSTITUTE INC. (ANSI 2765-2003) Q AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 8 TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271' SF TOTAL AREA UNDER ROOF 1853 SF � _j O � = p �UI=- O o- J -I- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/30/11 3Js 3,1A 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. 10 \ 430 SF CL :2 PATIO 3, 3'-1� w _Li - 10'-0"x 6'-0" z _O U CONCRETE _ A N - S 4.3 0 CTJ v w of w J 0� J DQ Ir Z nl°° Z Z Z Z 0 CD w 1100 Q a O m � � w g w C w � z O Q O U w 0 O Q Q Q O O Q WINDOW Z Q p m J -I w0 w QO r�loo O ~ U O Q !n I-- -IN ILL J Li C.3 0 �� 't 1- Z LL V) OZ W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1 A W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 274" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO -IN Lf) W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1" W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 0 W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 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" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 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 10 \ 430 SF CL :2 PATIO 3, 3'-1� w 10'-0"x 6'-0" 751, U CONCRETE A 7 4.3 2 w ye (-)o,-4„ nl°° 6080 PATIO DOOR 0 1100 SIN W98 n U m V)U) z O HIGH FG. O SLOPFD - I- J ELECTRIC WINDOW w Z { Q ¢ J U (n QO r�loo O ~ C=7 0 :Dw -IN ILL J Li C.3 0 �� 't 1- Z LL V) OZ (D 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 42" HIGH KNEEWALL W/ WALL HWT L I- - - - -I 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 3'-4" 1 C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1D 3'-0' 8'-0" 1 R4 -IN Lf) TEMP GLASS FRENCH 18 LT I- _. - - � - 1E 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. O 2'-6" 6'-8" 1" INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9CLG. TYP. O 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. 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. 6� 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. N Y 61 ,TILE < 3 „`3 \TILE O b Qm 9 Ir T �a 12'-116t4l\ 51 >-w- SI !-- CLElf -INKITCHEN �> MoD o N o -i o _ FLUSH BREAKFAST Q > o af - T BAR s• D� L'i I I R I 3 A of Q Q _ -1 15' 5'-0" SEE DRAWINGS BY CABINET PAN.Z u R 7R MFR FOR KITCHEN CAB SIN ELEVATIONS Ln Ln6 W92 DINING ROOM MIRROR PWD 22 7 TILE TILE 32DOOR 20'-11 21'-0" 1 111-611, 20'-0" TOTAL A/C AREA 1699 SF F- QOM ,--13 SF 10 \ 430 SF CL :2 PATIO 3, 3'-1� 10'-0"x 6'-0" 751, CONCRETE A 4.3 2 AC W53 W53 ye (-)o,-4„ nl°° 6080 PATIO DOOR 1100 SIN W98 n N T HIGH FG. SLOPFD (-)0'-4"-0 ELECTRIC WINDOW 1 GATHERING ROOM CEILING r�loo O 1 PANEL -IN SD6 PROVIDE 't PROVIDE LOC. SEE ° BARRIER PANUNDER - - - -j 00 I 5/8"TYPE "X" SHT E5.1 42" HIGH KNEEWALL W/ WALL HWT L I- - - - -I 316" 3„ 2'-616 PTD. PINE CAPPED 1,_73„ 8 W98 O 7'-1" 3'-4" 5'-6" HIGH FG. UNDER STAIRS A T.A. WINDOW PASS THRU F.A. -IN Lf) r I- _. - - � - - - SIN O L��°0 _�l O r I DWI I N Y 61 ,TILE < 3 „`3 \TILE O b Qm 9 Ir T �a 12'-116t4l\ 51 >-w- SI !-- CLElf -INKITCHEN �> MoD o N o -i o _ FLUSH BREAKFAST Q > o af - T BAR s• D� L'i I I R I 3 A of Q Q _ -1 15' 5'-0" SEE DRAWINGS BY CABINET PAN.Z u R 7R MFR FOR KITCHEN CAB SIN ELEVATIONS Ln Ln6 W92 DINING ROOM MIRROR PWD 22 7 TILE TILE 32DOOR OGARAGE LINE OF FLOOR ABOVE I o N I I .I 16'0"x7'0" O.H. DOOR T)ID3 A r- rl� 20'-11 16'-4" 1 111-611, 20'-0" TOTAL A/C AREA 1699 SF F- QOM ,--13 SF GARAGE AERA \ 430 SF CL :2 31316 3, 3'-1� 9'-108„ 751, STORAGE 1100 SIN T HWT SLOPFD (-)0'-4"-0 ELECTRIC 1 N CEILING PANEL PROVIDE I - - PROVIDE LOC. SEE BARRIER PANUNDER - - - -j 5/8"TYPE "X" SHT E5.1 WALL HWT L I- - - - -I JDRYWALL JELECTRIC UNDER STAIRS A METER NICHE OGARAGE LINE OF FLOOR ABOVE I o N I I .I 16'0"x7'0" O.H. DOOR T)ID3 A r- rl� 2'-6" FIR -SIT FLOOR PLAN 1/4 99 - 1 9 - ® 99 SHUTTER DETAIL SEE SHT 2.2A 27'X 51" WINDOW LINE OF SYNT ETIC STONE WAINSCOT i Ln I. O I Q0 w 20'-11 16'-4" 5'-4" 111-611, 20'-0" TOTAL A/C AREA 2'-6" FIR -SIT FLOOR PLAN 1/4 99 - 1 9 - ® 99 SHUTTER DETAIL SEE SHT 2.2A 27'X 51" WINDOW LINE OF SYNT ETIC STONE WAINSCOT i Ln I. O I Q0 w TEMPERED GLASS W25 ABOVE TUB 4'-1' SECOND FLOOR PLAN 1/499 - 1 9 -099 ( r, �__)HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD LuJ 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 2007 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 (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 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 Z ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" In OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL Q FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF u SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED Cn 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 CSA 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 OINTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 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 O 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 CSD 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-Nll04.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE La It APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ����� ` j/� S/� N PROVIDE R30 BATT/ BLOWN INSULATION AND ao ��! ®•• ,�j 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH°`� �,� a••• •••••'� �°` LJ TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ®•• U. ®•• �� Q 0 OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ° i W •• R 11.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T.® z N ®® V WINDOW GENERAL NOTES: ® W AT BASE) EQUALLY SPACED &ANCHORED ; U F- o• "° --� TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • - ;. •• STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) �'® •® MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ® ® ••® :.�'' Q G 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM `�/� ,00••®•®••e•• �r�' `a J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 'j O �%''�ye �i°� J O WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD &NOSING = 7 MAX. RISER = 7 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, z MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE _j 0 I- MAX. VERTICAL RISE FOR = 12'-0" H 1%. 0 FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE � C � MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS W Z O ...� MIN. CLEAR STAIR WIDTH = 31 1/2" ..'Q 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) A FOR WINDER STAIRS O W M I - MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" CIDZ E'4 .y ABOVE FINISHED FLOOR En 0 12" FROM INSIDE EDGE Z MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) Z �.d O 1,g.y MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT O H A Uj m ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE o P"SURFACE OF THE EXTERIOR WALL FINISH OR WATER OHAND RAIL - FBC R311.5,6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH E"4 UI -4 h Z MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR I-� �+ a 'Z-. MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A H L/1 �•� MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND y FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z U2 19 W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C:)a E''4 Z HANDRAILS TO MEET REQUIREMENTS FOR 5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE w 0 O TYPE II RAILS FBC R311.5.6.3 FOR GRIP FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE ( TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR --� Q" R311.5.6.2 CONTINUITY N WI DTHW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" Z &--'0 W (/� 0 OWALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS V (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL �J SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE N OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE /NS/DE STRAPPING W DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m O11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W 0 INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (F9C-M1502), FACE OF EXTER/0R SHEA TH/NG. M Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8' CEMENTITIOUS FINISH a U OD ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z j FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS (FBC-R10011 V) 3.. W ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w O J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF 12 X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY IENEER, 11.- w ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED YINAMERICAN NA TIONAL STANDARDS p INSTITUTE INC. (ANSI 2765-2003) W U Lo 20'-11 1 5'-4" 111-611, 1001 SF TEMPERED GLASS W25 ABOVE TUB 4'-1' SECOND FLOOR PLAN 1/499 - 1 9 -099 ( r, �__)HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD LuJ 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 2007 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 (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 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 Z ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" In OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL Q FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF u SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED Cn 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 CSA 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 OINTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 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 O 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 CSD 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-Nll04.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE La It APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ����� ` j/� S/� N PROVIDE R30 BATT/ BLOWN INSULATION AND ao ��! ®•• ,�j 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH°`� �,� a••• •••••'� �°` LJ TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ®•• U. ®•• �� Q 0 OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ° i W •• R 11.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T.® z N ®® V WINDOW GENERAL NOTES: ® W AT BASE) EQUALLY SPACED &ANCHORED ; U F- o• "° --� TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • - ;. •• STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) �'® •® MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ® ® ••® :.�'' Q G 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM `�/� ,00••®•®••e•• �r�' `a J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 'j O �%''�ye �i°� J O WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD &NOSING = 7 MAX. RISER = 7 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, z MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE _j 0 I- MAX. VERTICAL RISE FOR = 12'-0" H 1%. 0 FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE � C � MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS W Z O ...� MIN. CLEAR STAIR WIDTH = 31 1/2" ..'Q 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) A FOR WINDER STAIRS O W M I - MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" CIDZ E'4 .y ABOVE FINISHED FLOOR En 0 12" FROM INSIDE EDGE Z MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) Z �.d O 1,g.y MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT O H A Uj m ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE o P"SURFACE OF THE EXTERIOR WALL FINISH OR WATER OHAND RAIL - FBC R311.5,6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH E"4 UI -4 h Z MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR I-� �+ a 'Z-. MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A H L/1 �•� MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND y FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z U2 19 W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C:)a E''4 Z HANDRAILS TO MEET REQUIREMENTS FOR 5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE w 0 O TYPE II RAILS FBC R311.5.6.3 FOR GRIP FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE ( TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR --� Q" R311.5.6.2 CONTINUITY N WI DTHW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" Z &--'0 W (/� 0 OWALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS V (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL �J SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE N OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE /NS/DE STRAPPING W DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m O11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W 0 INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (F9C-M1502), FACE OF EXTER/0R SHEA TH/NG. M Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8' CEMENTITIOUS FINISH a U OD ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z j FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS (FBC-R10011 V) 3.. W ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w O J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF 12 X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY IENEER, 11.- w ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED YINAMERICAN NA TIONAL STANDARDS p INSTITUTE INC. (ANSI 2765-2003) W U Lo AREA CALCULATIONS (ANSI) LLJ FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF F- QOM ,--13 SF GARAGE AERA \ 430 SF CL :2 J �- AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA ,--13 SF GARAGE AERA \ 430 SF TOTAL AREA UNDER ROOF 2142 SF 4,1 SHT OF C DESIGN QUADRA_ DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/30/11 4,1 SHT OF C 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) I 2'-6" 17'-8" SIDE ELEVATION 913' .9 99 1-0" 1/4 1'-8" * o „ 7„ EQ. EQ. �IN 4„ w N o I � �n 4„ SIN I N 4" cn 10" WIDTH 7" WIDTH 3 V-0"11 1 144„ SMOOTH FINISHED 3/4" RECESS WITH FLAT HEADER SCALE2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS I 2'-6" 17'-8" SIDE ELEVATION 913' .9 99 1-0" 1/4 1'-8" * o „ 7„ EQ. EQ. EQ. 4„ w I „ 4„ VARIES .3�7" 4" cn 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR w WITH FLAT HEADER d VARIES 7" 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER I 2'-6" 17'-8" SIDE ELEVATION 913' .9 99 1-0" 1/4 z cc It 2'-4" — 0ELEC_/ METER SEC'p'ION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 1. THICK CMV DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE RIDGE LINE WHEN PAIRED W/ TH02 6:12 61.7 6:12 1"x6" RAISED STUCCO 2"x3' RAISED STUCCO PLASTER PLASTER FRIEZE TRIM HEADER TRIM W/ SMOOTH FINISH W/ SMOOTH FINISH (TYP) 0 ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ CL 11-_ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE_t 1"x6" RAISED STUCCO TOP OF WINDOW PLASTER FRIEZE TRIM 8 44 W/ SMOOTH FINISH (TYP) '14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 0 � 1"x6" RAISED STUCCO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTHFINISH (TYP) FINISH (TYP) .... 12 FIN. SECOND FLOOR 1"x6" RAISED STUCCO • PLASTER FRIEZE TRIM 1"x6" RAISED STUCCO PLASTER W/ SMOOTH FINISH (TYP) TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW .. or 6 WIDE x18 1/2 HIGH x :, . 18 /2" PR SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH NO. BL2955 BY SPECTIS Li FLAT HEADER (SEE DETAIL) 2'-0" OR EQUAL (TYP.) r�r ® 10� N o El 0 1/2" STUCCO PLASTER �sw ® • • w 0 FINISH (Ground FI. TYP.) "" rs •" Z Z C4 5"x3" PREFORMED STUCCO®� y.- ® `� U WATER TABLE (SEE DETAIL)U.1 * U� FIN, GROUND FLOOR [ZEE [In � PRECAST STUCK—ON �� "• 0 1 � Q STONE VENEER oar®�®�j°•"®••"•��� ®®owe® J O =� FIN. GRADE '�®��,®Iai►P��®®�®® � GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONTELEVATION B 1/`799 — 19e099 CL Wz�'��; i� mz m 0 E z Z 0;�2% z 0 cc C:J 0 am"�Z �Axr4Ga, d' RIDGE LINE WHEN Z E-1 PAIRED W/ TH02 '� W H W L) IlkOaO G x J ,� 6:12 ~ 9 E-1 z O �� 6:12 N 0c TOP OF PLATE 7/8" STUCCO TOP OF WINDOW PLASTER FINISH (2nd FI. TYP.) PPO -36"x48" x BATH OASIS ZOVIDE CONTROL _ WINDOW raj JOINT ® PARTY o (RIGHT -ALIGN W/ WALL m WINDOW BELOW) 6" WIDE SCORED V) WINDOW SURROUND W • , W/ SMOOTH � Z STUCCO PLASTER O O o0 FIN. SECOND FLOORNX (TYP) _ — PROVIDE CONTROL :.: .. JOINT Z Q U')?jW TOP OF WINDOW W O J �.:..: 7"x72" 37"x72" 2 F•- W "89x"S7 OITA9 6" WIDE SCORED O W 6 5100(] DOOR SURROUND i Y o W/ SMOOTH LaJ 0 5"x3" PREFORMED : STUCCO PLASTER STUCCO WATER (TYP) (~) TABLE (SEE DETAIL) h- _ _ PRECAST STUCK -ON 1 /2" STUCCO O Q STONE VENEER CL PLASTER FINISH O FIN. GROUND FLOOR (Ground FI. � TYP.)11 S DESIGN DRAWN FIN, GRADE QUADRA AT/TJF GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ, FT. CHECKEDTJF INCLUDES PPO WINDOW FOR BATH OASIS DWG.No. JOB No. 905/117 9 9 9 9 SCALE REARELEVATION � AS NOTED DATE 09/30/11 1/ A 99 1 9 ®099 1. 4,2 SHT OF 1'-8" 10" 7" EQ. EQ. 4„ w VARIES .3�7" 4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER z cc It 2'-4" — 0ELEC_/ METER SEC'p'ION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 1. THICK CMV DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE RIDGE LINE WHEN PAIRED W/ TH02 6:12 61.7 6:12 1"x6" RAISED STUCCO 2"x3' RAISED STUCCO PLASTER PLASTER FRIEZE TRIM HEADER TRIM W/ SMOOTH FINISH W/ SMOOTH FINISH (TYP) 0 ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ CL 11-_ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE_t 1"x6" RAISED STUCCO TOP OF WINDOW PLASTER FRIEZE TRIM 8 44 W/ SMOOTH FINISH (TYP) '14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 0 � 1"x6" RAISED STUCCO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTHFINISH (TYP) FINISH (TYP) .... 12 FIN. SECOND FLOOR 1"x6" RAISED STUCCO • PLASTER FRIEZE TRIM 1"x6" RAISED STUCCO PLASTER W/ SMOOTH FINISH (TYP) TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW .. or 6 WIDE x18 1/2 HIGH x :, . 18 /2" PR SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH NO. BL2955 BY SPECTIS Li FLAT HEADER (SEE DETAIL) 2'-0" OR EQUAL (TYP.) r�r ® 10� N o El 0 1/2" STUCCO PLASTER �sw ® • • w 0 FINISH (Ground FI. TYP.) "" rs •" Z Z C4 5"x3" PREFORMED STUCCO®� y.- ® `� U WATER TABLE (SEE DETAIL)U.1 * U� FIN, GROUND FLOOR [ZEE [In � PRECAST STUCK—ON �� "• 0 1 � Q STONE VENEER oar®�®�j°•"®••"•��� ®®owe® J O =� FIN. GRADE '�®��,®Iai►P��®®�®® � GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONTELEVATION B 1/`799 — 19e099 CL Wz�'��; i� mz m 0 E z Z 0;�2% z 0 cc C:J 0 am"�Z �Axr4Ga, d' RIDGE LINE WHEN Z E-1 PAIRED W/ TH02 '� W H W L) IlkOaO G x J ,� 6:12 ~ 9 E-1 z O �� 6:12 N 0c TOP OF PLATE 7/8" STUCCO TOP OF WINDOW PLASTER FINISH (2nd FI. TYP.) PPO -36"x48" x BATH OASIS ZOVIDE CONTROL _ WINDOW raj JOINT ® PARTY o (RIGHT -ALIGN W/ WALL m WINDOW BELOW) 6" WIDE SCORED V) WINDOW SURROUND W • , W/ SMOOTH � Z STUCCO PLASTER O O o0 FIN. SECOND FLOORNX (TYP) _ — PROVIDE CONTROL :.: .. JOINT Z Q U')?jW TOP OF WINDOW W O J �.:..: 7"x72" 37"x72" 2 F•- W "89x"S7 OITA9 6" WIDE SCORED O W 6 5100(] DOOR SURROUND i Y o W/ SMOOTH LaJ 0 5"x3" PREFORMED : STUCCO PLASTER STUCCO WATER (TYP) (~) TABLE (SEE DETAIL) h- _ _ PRECAST STUCK -ON 1 /2" STUCCO O Q STONE VENEER CL PLASTER FINISH O FIN. GROUND FLOOR (Ground FI. � TYP.)11 S DESIGN DRAWN FIN, GRADE QUADRA AT/TJF GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ, FT. CHECKEDTJF INCLUDES PPO WINDOW FOR BATH OASIS DWG.No. JOB No. 905/117 9 9 9 9 SCALE REARELEVATION � AS NOTED DATE 09/30/11 1/ A 99 1 9 ®099 1. 4,2 SHT OF TOP OF PLATE 0" HIGH KNEEWALL I/ PAINTED WOOD AP STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS © 7 9/16" EACH = 10'-8---3/4 ACTUAL 16 TREADS @ 9" EACH TOTAL FLR, TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS 99 1O4 _ SECl/TION- 1' - a 0BUILDING -X SEC.''TIO 1/4 59 -1 I-Wl I D P, LAB I- n cn LTJ W cq `�"••' •®LL ® s� cni • 0 • O • .-t° CC • U • oLu +• % • y� /tilliii J O j 3 r 110 i`- UZV�©.�-� W C) LO �vjzto o) z 0 o �U ="CO �A O 'ai � tp aM""zZ,., �Ax�� d', CL w � p H W © V) 9 0 0 x z C', w Z Z m V) I o M Z 00 oo 2 PZ- < - Z � I V) W 3:LTJ O— m W O 2 w l n Y F -J L � F—=5 O U E-- �C 0 CL � �-- DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 09/30/11 4,3B SHT OF GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS (MINIMUM): AFLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1. BASIC WIND SPEED = 120 MPH (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3. WIND EXPOSURE (ALL SIDES) = B 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +11 PSF 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. )HOOD 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 PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF SHINGLE TYPE ROOF C VER) 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 RFDLLSRETREEOS TBYTUIDPRSDEBRIS RINGAMOVD FROM HOLEUSING COMESED 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 0 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 a as i�OWNHOMD d---�,A UNIT BUOILDIN'uo BUI DIN'o 1-17 7 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 - 34.7 GENERAL - 28.1 51-0" x -1'-0" + 22.8 DETAILS GARAGE DOOR - 25.8 OF -SIGN PRESSURES AS NOTED END ZONE 09/28/11 MID ZONE OPENING TYPE ZONE 5 ZONE 4 DOORS 4 + 25.9 + 25.9 WINDOUJ5 - 34.7 - 28.1 51-0" x -1'-0" + 22.8 + 22.8 GARAGE DOOR - 25.8 - 25.8 16'-0" x 1'-0" + 21.8 + 21.8 C-TAR14CZE DOOR - 24.3 - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REF. STANDARD A5CE 1-05 LUIND SPEED (3 SEC. GUST) 120 m.p.h. EXPOSURE CATEGORY 5 5UILDING TYPE CLOSED s 0 N Ld 0 o Q ry. o 0 � w U_ ry W V) W V) 0 0 to Li I H 2 M -� 0 M Z o� w5`0 BOJ 0 =wI1l �- < J7 W .=n O Q U � C :2 -1m DESIGN c , WMR CHECKED CFG DWG.No. 211139C JOB No. SCALE W F - Q Z 0 I- n EE U U) W 0 W o n. r - N W z Q z J � o a � � O 3 LA_ DRAWN E AS NOTED DATE 09/28/11 si SHT JV csJ v - ®m ►o 0 lm'-a""�,. S'-3" lm' -m" ,1' -9",(,I' -m I/2" l,a'-m" v 8' -II 1/2" y lm' -4" y 101-011r'� r---------1 I s0 ° r---------� THIGK I I THICK 1 I I I GONC. GONG. coNc. I I THICK -Q--4tIjk- SONG. I _,�' 4" I ( �, m 4 I A I t `.— IN r� ----- —_----------1- T--------------���9 {-==�-------�--------7.. 7------ -----------1 L - 44 FW II --- - F-- I I I T---�-_..�.__..-T. _ » - .� _ I_ _ LJ I _ I FLR I _--_ =-- 1 601-01, I I \ -- -- I p 3 In" THICK CONI.5LA5 WI 6X6 W/1.4 XWIL4 W. OVER 6 MIL VAPOR 13AWIER OVER — — J 1 I COMPACTED FILL.�- 21'-0' < 1'-8" 3'$21 4-'\ F=--7 1 I I o 1= - I I I D u 1- --------„ D I .1Li� r I I I I I I I p l I _.._._ ._._ ILI -r --- —, I I N m _. D 13 --1 Y a I I D -(o ,v ' (o'- 1/2"Lj /4'�— 1/4" Iva -= I -all -�I 1/2 -1'-0 3/4"4-411 - ■ _ I N I I 1 0 c I ■■ ■■ I I ® 1 0 11 n s 1/2 r I {® I toy I -L2 I I I DI IJ - - - ---I ---4 - - ---LI I rl - - y 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS p 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, D D D 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & D TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING ° D BEND ® EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. 1'-2" HOUSE. 6. -4' -4' 4'-41 CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED 0 '-8' 16'-m" 2 _8 11 71 lo 18'_4" 10 19'-4" 20'-4" 1 _ 21'-m" 20'-0" 20'-0" 01 211-011 FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL FOUNDATION PLAN 3/16"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2007 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND ® EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED 0 JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. .1 11. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WfTH (1) VERT. *5 CONT. FTG. TO TIE BEAM. (VERTICAL RE=INFORCEMENT SHALL BE 1'-4" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 41 INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W Q 7- 0 0 I— n r Ld0 �I Lj °+(n III .° W ul o LZ a 0 Z zPq z "q �o C) L- A~� -cq ZUP a m d 0 EI z ' Q 0 u w 0 r. W0 Z �� c x a � c04WH w LL. w 0 CD V) 14) I O M �' Z on w�0 :20J � O =wl� Y o —jz_ �W�=o �C-m DESIGN DRAWN WMR JV A CHECKED CFG DWG.N0' _ 2111390 JOB No. SCALE AS NOTED DATE 09/28/11 m S2 19 SHT r 4 v s i 6'-11" 3'-2" 6'-S" 2'-4° 11 DOWEL PLACEMENT PLAI 3/16"=1'-0" SYMe0LS LEGEND ■ INDICATES GROUT FILLED CELL WITP (1) VERT. *5 CONT. FTG, TO TIE BEAM. (VERTICAL REINFORCEMENT SPALL BE -I'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITP (2) VERT. *5 CONT. FTG. TO TIE BEAM. 41 INDICATES 45" CORNER BLOCK GROUT FILLED CELL WITP (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITP NO RE INFORCEMENT. I �F w n, 'i o��ueiwuiri w o cq #0090 0,00 v Z A 0 S ,j a Mem CJ c) J L -a O�V; o `e Mr ' '' em fl 1 � Z 1O d� Li w -cQ MZ W H z .� C) -w 1 Z��A� m L F, W" z . U azu � U]AHEo,,a o z J H z eJ CL o o �" Lu . N©E� a J O v W �Ld w = 0 0 o � CO 0 NT 77 w�0 0 J 0 zw� ��.:2JZ w Q=D 0 Q0� E �Im DESIGN DRAWN w wM� iv A CHECKED CFG DWG.No. 2111390 JOB No. SCALE AS NOTED DATE 09/28/11 y S3 SHT m m m m m M 0 61 9 0 rp cA ■ d1 ■ a =, ■ ■ W N ■ • • ■ tP N ■ N _ ■ ® ■ - 31 ■F m 1 m 1 ■ (/001 m ci, ■ e _ N ■ N C4 _' _ ■ N N ■ � ■ ■ a 5V_ I IN ®■ 1'-0' 16'_g" 4'-11 1/2" 6 1 " 16 _8 I _a I _6 6 S _g 16-8 1 _� _4 11 DOWEL PLACEMENT PLAI 3/16"=1'-0" SYMe0LS LEGEND ■ INDICATES GROUT FILLED CELL WITP (1) VERT. *5 CONT. FTG, TO TIE BEAM. (VERTICAL REINFORCEMENT SPALL BE -I'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITP (2) VERT. *5 CONT. FTG. TO TIE BEAM. 41 INDICATES 45" CORNER BLOCK GROUT FILLED CELL WITP (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITP NO RE INFORCEMENT. I �F w n, 'i o��ueiwuiri w o cq #0090 0,00 v Z A 0 S ,j a Mem CJ c) J L -a O�V; o `e Mr ' '' em fl 1 � Z 1O d� Li w -cQ MZ W H z .� C) -w 1 Z��A� m L F, W" z . U azu � U]AHEo,,a o z J H z eJ CL o o �" Lu . N©E� a J O v W �Ld w = 0 0 o � CO 0 NT 77 w�0 0 J 0 zw� ��.:2JZ w Q=D 0 Q0� E �Im DESIGN DRAWN w wM� iv A CHECKED CFG DWG.No. 2111390 JOB No. SCALE AS NOTED DATE 09/28/11 y S3 SHT TRUSS PER PLAN GONNEC PER PLAN (2) 2XIC FLITCH r-tu�.'+ i su O ENTRY BEAM DETAIL 2X6 PT LEDGER W/ 1/4"X4" TAPCON5 6 12" O.G. GMU WALL PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPGON5 Q 12 " O.C. OE1'5ROIU 70 CMU DETAIL t 1/211=tl-,all FLOOR SYSTEM AND CON. PER PLAN (2) M5T,4M3(o BENT 9O DES. ONE TO EACH PLY OF THE (2) 2X1O AND TO BLOCK GMU BLOCK LJALL 2X4 FRAMING OR PRE -ENG. TRUSSES e 24" O.G. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHINCs FASTEN PER PLAN 2Xro FACI USE (4)10d NAILS FOR CONY. FRAMED MEM. ONLY ANCHOR BOLTS 0 32' O.C. FRAMING PLAN 3/16"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER W 2x4 SYP #2 BUILT U.N.O. O4x4 (2) 2X6's w/ (6) 16d END NAIL KING 1 H2X6 1/2" SPACER STUD TO HDR 0 EA. END SYP #2 BUILT OMITTED STRAPS: (2) 2XI KING 2 H2X8 1/2„ SP SPACEE R STUD TO HDR CSEA END DWG.No. a (2) 2X10's w/ (10) 16d END NAIL KING 2 X10 rH2',X 1/2" SPACER STUD TO HDR 0 EA. END AS NOTED (2) 2x12's w/ (10) 16d END NAIL KING 2 12 1/2" SPACER STUD TO HDR 0 EA. END 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 Mi INDICATES BEARING FRAME WALL 2x's 016" O.C. FLOORING GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2. REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3.ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO Q SERVE AS A TRUSS DESIGN. t) 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 Z PLANS. 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 Fy CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND L) BLOCKING SHOWN ON PLANS. 0 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN Ld LIVING SPACE IS ABOVE THE GARAGE. p„ 0 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 0 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 0 6" O.C. AT ALL i SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING > TO BE PLACED WITH LONG DIMENSION PERPENDICULAR c Lli TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL rz UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL GABLE ENDS: ALL SHEATHING TO BE pa ��o,����'►lll� W W o III " PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED "� ����` �� ®rr®, a N g d` w W/ (2) ROWS 0 3" Q.C. AT TOP AND (1) ROW AT BOTTOM "'`'�®.•°°°*••°°•••���`' cr • OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN �:uj ® �•'; Z o Z FIELD. BLOCKING SHALL BE PLACED AT ALL �� SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD U 4eh O�U_ USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS fid:°°G• d"" :2 'Q p SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL cnr�,�j®/•Oj•,' •®gC®����� oc B E 8 d 0.131 x a ®'>/ e��' J O OTHER SHEATHING APPLICATIONS SHALL /l►lilt)11®� :EWALL FLOOR 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN a Y NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT per„ of i. TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE z WITH ASTM A 153. z CONNECTION NOTES:���� ALL TRUSS/BEAM TO MASONRY CONNECTORS A izi TO BE SIMPSON META16 (WITH A TSS IF THE o O W -4 FRAMING IS NOT EQUIPPED WITH A MOISTURE �`' W z m 0 BARRIER), U.N.O. � E z w. I ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE L.L z >J p w CO SIMPSON H2.5T U.N.O. Z 0 N tC ATTACH TRUSSES WITH AN 8" RAISED HEEL TO Q g cmn � Z ^ FRAME WALL WITH A MTS12 w/ (5) 10d NAILS _,.� a `gyp a 0 INTO THE TOP PLATE AND (5) 10d x 1 1/2" 0 In rn NAILS INTO THE TRUSS TOP CHORD t; Z ALL TRUSS TO TRUSS CONNECTIONS TO BE 0 0% Z SPECIFIED BY TRUSS MANUFACTURER U.N.O. --� U © p ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE C'2 P" OF THE WALL, U.N.O. ..� O U 02 SIMPSON H2.5A MAY BE USED ON CORNER V) S WHERE UPLIFT JACK AND END TRUSSE COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT DOES NOT EXCEED 535 LBS. O(3) W 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 REPLACEMENT FOR PT SYP #2 COLUMN O(4) DRAWN 2x4 SYP #2 BUILT OMITTED STRAPS: O(2) CHECKED 2x8 SYP #2 BUILT UP STUD COLUMN O(3) DWG.No. a SYP #2 BUILT UP STUD COLUMN MISSED META -16 LINTEL STRAPS FOR MASONRY AS NOTED DATE 09/28/11 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 'rG BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 0 M 2, VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE W LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT C> U M TO DICTATE LOCATIONS OR CALCULATIONS O � 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN = FBC 2007 EDITION SECTION R806 v) 4• ROOF VENT AREA FORMULA: Z OF CLG_ c � SQ. FT. AREA OF FREE VENTILATION REQ'D. w O 150* J * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 0 �. .. = LSI <0 -j W Q � S4 SWT JV COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT .UP STUD COLUMN O(3) CL� 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) DRAWN 2x4 SYP #2 BUILT UP STUD COLUMN O(2) CHECKED 2x8 SYP #2 BUILT UP STUD COLUMN O(3) DWG.No. 2x6 SYP #2 BUILT UP STUD COLUMN S4 SWT JV O aUJ � CL� O m DESIGN DRAWN WMR CHECKED CFG -- DWG.No. 2111390 JOB No. SCALE AS NOTED DATE 09/28/11 S4 SWT JV 2nd FLOOR FRAMING PLAN CONNECTOR LEGEND Fil (1) META16 FLOOR TRUSS TO CMU 10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) Lu HTT4 w/ 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR SYP HTS16 Fill COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1/2" SPACER STUD TO HDR @ EA. END SOLID IN FLOOR BETWEEN COLUMNS Fil LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR 0 EA. END 2 4❑ w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X10 EPDXY MIN. 5" EMBED STUD TO HDR 0 EA. END 2 Fil (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X12 DRILL & EPDXY w SIMPSON SET EPDXY SD 60 HDR 0 EA.ND TU 2 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED La.l J N LTT208 COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW Feel HU210-2 ll SUL26, TRUSS TO LEDGER S] (2) HTS16 TRUSS TO COLUMN OR TO HEADER I8 SUR26, TRUSS TO LEDGER 3/1699=19-099 HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) Lu U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1/2" SPACER STUD TO HDR @ EA. END 1 #2 (2) 2X8's w/ (8) 16d END NAIL KING (4) H2X8 1/2" SPACER STUD TO HDR 0 EA. END 2 UP STUD COLUMN (2) 2X10's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 O (2) 2x12's w/ 16d END NAIL SYP H2X12 1/2" SPACER SD 60 HDR 0 EA.ND TU 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 016" O.C. (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 0 6' O.C. PER ROW, STAGGERED 3" 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 0 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 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). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 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 0 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 2007 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 Lj COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) Lu 2x4 SYP #2 BUILT UP STUD COLUMN GO 4x4 PT SYP #2 COLUMN < (4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 0 2x8 SYP #2 BUILT UP STUD COLUMN O (3) 1 2x6 SYP #2 BUILT UP STUD COLUMN Lj ,� Li ``�rosllll►rrr�A� a o 'YLLJ � �►�o°000+000000000®�sf,� w G LLo �' Z SCALE Z cm W� V W Tr g Z Lu 09/28/11 � 11111,x, �a m S5 0 Z Z U c\l c) m t� 0 �EOz� o� n 0 040=w " —J0-4,�• �crA� m D1 N CS LL 0a�oza o Ar H z SOro : La.l J N L)90 a F- z O LdW U z N Ld VLu� fn a Z W 00 w0 0 :2O_ J 0 W h Q 0 o LLI 7 ) H U J 0 Q 0::) CL J m DESIGN DRAWN WMR JV CHECKED CFG W DWG N ,� Li ``�rosllll►rrr�A� a o 'YLLJ � �►�o°000+000000000®�sf,� w G LLo �' Z SCALE Z cm W� V W Tr g Ld Lu 09/28/11 � 11111,x, �a m S5 f'y ,� Li ``�rosllll►rrr�A� a o 'YLLJ � �►�o°000+000000000®�sf,� w G LLo �' Z SCALE Z cm W� V W Tr g Lu 09/28/11 � 11111,x, �a m S5 1 Z Z U c\l c) m t� 0 �EOz� o� n 0 040=w " —J0-4,�• �crA� m D1 N CS LL 0a�oza o Ar H z SOro : La.l J N L)90 a F- z O LdW z VLu� Z W 00 w0 0 :2O_ J 0 W h Q 0 o LLI 7 ) H U J 0 Q 0::) CL J m DESIGN DRAWN WMR JV CHECKED CFG W DWG N 2111390 JOB No. SCALE AS NOTED DATE 09/28/11 �a m S5 1 SHT w II— Q 0 3/4" RECESS PER MFG, SLIDING 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK 1/2" GYP. BD. EA. SIDE 5PEG5 GLASS DR. BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR S" CMU BLOCK OF 2x 'S I�" O.G. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. SP -4 (2x4) / 5P-6 (2x6) a FURRING 24" O.G. I BETWEEN 3/4" P.T. VERTICAL I 1/2" x -1" WEDGE /BF -0 (2x8) LOPE (1) #S FROM FTG. TO FURRING -T 24" O.G. 1 ANCHORS K/" FROM f EACH STUD 1 TIE BEAM SPLICE TO I (1) "5 FROM FTG- TO EA. END OF WALL TOP 8 BOTTOM ° 3-1/2" GONG. SLAB II BE MIN. 3m" GROUT 3 1/2" CONC. SLAB I TIE BEAM SPLICE TO AND e 32" O.C. PT. BOT. PLT. e SILL F MED ON SITE BE MIN. 30" GROUT 4 Lu/ FI5ERME5H REINF. CELL SOLID I w/ FI5ERME5H REINF. CELL SOLID ° XP JOINT OVER (o MIL. 1 5NU1%'. I I INTERIOR OVER (o MIL VAPOR BARRIER I ( I VAPOR BARRIER 1 " b e _ O --_— "� _ _ — ° A a —I I—III- 4 1/2" CASING 411IIIIIIIIIIIIIIIII:IIIIIIIIII n e 4 GRADE I I `� a _— — I—III III—III-I 1—� I i ALUMINUM THRESHOLD (I 1=1 I I_ j : _ GRADE 2) 5 CONT. I =1 I I_I =Ell I=1 11-1 I I I I I=1 I I 3-1/2" CONC. SLAB SLOPE v ( ONT. I ;III, ,III= — C25mm P.S.IJ W/ i I -I I L , , =1 III III cn —IIF IZ W/ 3 MIN. CLEAR10/10 W.W.M. SILL FORMED ON SITE w AND 6 MIL. VAPOR 3/4" RECESS =1 11= } ° _r I=III IIv A/C CHASE =1I I' I eW a I -1I I BARRIER, =III PVC SLEEVE To 1=III ° °•. a , a —III it -- — WHERE 2ND STORY OCCURS 4 �CLEAN IIBE TWICE THE _— — FTG SHALL BE 1'-8" WIDE ° MONOLITHIC FOUNDATION' I IIII—IIII I1II I-1 I III S I I=_ { I �— � I=1 �� � _ _ , DIAMETER OF I —I I —_ W/ C3a BARS W/ (2) 05 DIA. RODS CONT. ;i I I � III COMPACTED FILL PROTECTED PIPE VIII) � I� 1-� ON CPA I RS 1 - 41. III=) 11= I (=III Qe A 4° In% STANDARD UPLIFT CONNECTORS SUCH AS SP's, N s, AND ANCHOR BOLTS ARE NOT PER FG, 11-011 6" 1'-411 REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES. SHEARWALLS SPECS DENSITY (1) #5 CONT. REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. WHERE 2ND STORY OCCURS W/ 3" MIN. CLEAR EXP JOINT FTG SHALL BE 1 -8 WIDE w/ (3) 05 BARS i > � Lli FOOTING sECTl01�1 2 sHU�fi� F�'C� 3 C��s "i",�I1... NTS � � � NTS NTS E D � INT. 5�'� WALL FTG. NTS �'Ol�i�� h s I � 1... s NTS � EXTERIOR DOOR II'' (I I /�-�/ ����wto�rrr`� �.i -t ®s r. eee•es�eeee Be' �® N Ow wr- ®41 � ® ��o .M z 2 uu it �— e Lu eee ON 1/2" CWP. BD. EA. SIDE OF FILLED CELL roo'�q �rT 2x'5 6 16" O.C. a 1/2" J-5OLT5 &" FROM NON -LOAD EA. END OF WALL GARAGE BRC. WALL AND SPACE s32" O.C. _ 411 ® n� 8 CMU BLOCK (&" MIN. EMBED) NO 2 1/4 cv 4 3 1/2" CONC. SLAB I I WEDGE ANCHORS I I w ALLOWED 5P-4 (2x4) / SP-� 12x0 TOP VIEW 6 CORNER °II . 'J z � I I � �SPACN 5ru � : p (II) � FROM �F � �o O +� O � w E D 3 1/2 CONC. SLAB TIE BE P ..i O _ter - -�- '. I I } PT BOT. PLT. TOP BOTTOM BE MIN. 2S" GRDUT I.._ W z o� ''" w w/ FIBERMESH REINF. GRADE -4 1, e e' _ GARAGE WALL OVER �o MIL. � CELL SOLID � A'""' � � III—III—III—I° } \ -- — O W ,o it=1I I=1I I=1I 1=III qw VAPOR BARRIER } I �z i=1 I I-1-1 I-1 I I I 1=1 I I- =Q° ---- 4----- -- d. - z i 1=1 I 1=1 I 1=1 ISI g • © �� - e _ e° e 3 1/2" GONG SLAB 4" `- e` 4e° 1 M Z O E A m 8" x 8" THICKENED (3) *S'S CONT. III=_...° GRADE E" rn" z 0 5LA5 w/ (1) "S CONT: C2) "S'S CONT. W/ 3" MIN. CLEAR >' . — 1m ,m _ 1- I a e:- III -III a _z �5 V W/ 3" MIN. CLEAR 8', 8�� — � -`` � � _ _ III=1 I I I' I I I=1 I e I 1=1 I I— -' E-4 E cn W UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR BOLTS ARE NOT 1 I-III—III—III—.. I I — — L) A� w_44 �1 z -I � I --I 1 I --III -III--I 11=1 � I -I III- I� REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS -111=III=III=III =III=III= _ 8" x S" THICKENED — WO © x REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. —i I i— i EDGE W/ ll) *S MONOLITHIC FOUNDATIO -1 I- III -III III CONT. W/ C2) «S DIA. RODS CLEAN a, L E fz, E- Cq E - -'1111 I II I I it CONT. ON CHAIRS 1'-4" COMC 9S%P STANDARD F-- ACTED FILL D Z O W � DENSITY 0 - WHERE - © U WHERE 2ND STORY OCCURS j FTG SHALL BE 1'-8" WIDE w Lu/ (3) 05 BARS _ OF OOH` INCL- TH I CCENED EDCBE O��s�� �OO�I1�lC� S _ �_ g ��fi�'�C�� Cl�fi�� a THICKENEID EDGE Nts NODI i�ING-� N-rs -'INCA 3/� -� 6GARAG E DOOM' N-rs 10 � NTSDETAILO V) It W� Z H o0 1/2 G.W.B. OVER VAPOR 8 CMU BLOCK 1/2" G.W.B. OVER BARRIER W/ R-3 INSUL. BEYOND I/2" G.W.B. OVER w O „ I 8 CMU BLOCK BETWEEN 3/4" P.T. VERTICAL 1 1/2" P -T. VERTICAL IID8" CMU BLOCK O 1 1/2 P.T. VERTICAL I FURRING w 24 O.G. FURRING e 24" O -C. FURRING Q 24" O.G. ~ 1 EXTERIOR DOOR II (1) #S FROM FTG. TO O (1) 05 FROM FTG. TO = W co II TIE BEAM SPLICE TO 3-1/2" CONC. SLAB (3) *S'S CONT. II 71E BEAM SPLICE t0 (3) "5'5 CONT. BE MIN. 3m" GROUT w/ FIBERMESH REINF. W/ 3" MIN. CLEAR BE MIN. 30GROUT p W/ 3" MIN. CLEAR II CELL SOLID OVER (o MIL. NTSEA NL. SHOLD SET � II CELL SOLID VAPOR BARRf w I P H Z e ° 4 1 � } I 101/2" +d Q _ LLJ g 4 e e '4 . C-� RAD E — _ � e - 1 I -III I I° e °• °° I- I I--� _ I III I -I _I I I_I Ii_____I I ; 1 I (-III e A III III —I ! I- _III -III I 4 _ _ _ f. • H J LYS — CLEAN 1 1 1 Ed I I DESIGN DRAWN I I -1 I I I I IEI I I -I I -ill-III I I I_I —1 I III- I I I---, -__ -_ __ -- III I I WMR LA 1 I =1 11= I (I—I I I (i I_ = I 1=I 11=1 I COMPACTED FILL = ___ — =1 I I -I 11 I I I--III-I 11 i I -III III -I CHECKED CFG —I III =1 11=1 I I=I I I- pN51 STANDARD I 1-I I =III—I I ISI I I--III-I 1- 8" 2'-m" S" MONOLITHIC FOUNDATION' i I — I — DWG.No. le 714 W/ (2) "5 DIA. RODS CONT. —I I� 11111111111 1 8' 21-011 all 2110914 ON CHAIRS JOB No. WHERE 2ND STORY OCCUR SCALE AS NOTED FTG SHALL BE 1'-8" WIDE DATE W/(3)*S BARS 06/30/11 �1�1�'�'� hOOfi� C��i��C�� GUR5 1�0� 1�10T ����� WALL ,2 Nis ,3 3/�.�� _, � _�„ �� �5 SD1 >> „_ DETAIL AT �'ARTYU ALL USE.,. USED � SHT �00�' I NCS �/�. -1 � W 1/2" GYP. BOARD 1/2" CxYP- BOARD 1/1(0" O.S.B. SHEATHING -1/1(o" 0.5.5. SHEATHING2x4 STUDS 1&" O.G. Q DECKING PER 2x4 STUDS 'm Iro" O.G. DECKING PER 2x4 BOTTOM PLATE TRUSS (BY TRUSS (BY FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING SCHEDULE SCHEDULE ATTACH RIBBON BOARD TO TRUSS OTHERS) OTHERS) TRUSS PER PLAN w/ (3) 10d NAILS i ATTACH SHEATHING TO 1/2" ANCHOR BOLT w/ RIBBON BOARD WITH WASHER 6 32" O.C.,3'/4 8d NAILS 6 3" O.C. DRILLED AND EPDXY w/ 40LT 5IMP50N SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH ,y (2) 8d NAILS EVERY 3" Z ad NAILS -a 3" D.G. WALL O.G. ° SHEATHING TO BOTTOM n PLATE — a O.S.B. TO OVERLAP 4 ^ ° HGAIDKT -a48" D.G., BOT. PLATE 1 1/4" HGAImKT � 48" O.C., � 1/2" GYP. BOARD META1& PER PLAN TRUSS TO TOP TRU55 TO TOP V) (MIN-) 4 PLATE PLATE W 8" CMU WALLa, r) PT 1x NAILER AS REQ'D. 8" GMU WALL IC" ca 0 NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ.NOTE: REFER t0 J016T MAN. SPECS FOR BLOCKING REQ - DOUBLE TOP DOUBLE TOP 2 STOi� 1�' I CONNECTION PLATE, U.N.D. PLATE, U.N.O.� 2 5TORY CONNECTION 2 PARALLEL WALL FIEF. WALL 1 1/211 : 1�_0II fL✓ SP4 6 EACH STUD 5P4 -3 EACH STUD /lro OSB, NAIL TO BRG WALL PER PLAN, CONTINUOUS FROM TOP OF LATE TO BOTTOM PLATE. W TO w P P 2X4's 6 16" O.G. FIRE RATED WALL — n: FIRE RATED WALL � ``���11!11911i/0%s Li d DOUBLE BOTTOM PLATE SYSTEM, SEE SYSTEM, SEE®�` �® �%�ay '��o ®0� ARCHITECTURAL ARCHITECTURAL , ��® 11 `'IA UPSIDE D6WN 1-410 (OR H10-2 FOR PAGES FOR PAGES FOR 2 -PLY), BOTTOM PLATE TD EACH MID -POINT DESGRIPTION MID -POINT DESCRIPTION ®', Q w FLOCKING ®� r TRUSS. SLIT FLOOR DECKING TO BLOCKING e 0 0 z ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS ®-" ® ~ «per 4 g J 00:1 O li X1,1 � J LL. 2x STUDS 16" O.G. PER PLAN I� 2x STUDS -s 1(o" V-4" A.F.F.O.C. PER PLAN ' ERG. NGT. SP4 v EACH STUD TRUSS PER PLAN c -� ►-+ C di FLOOR I Q W z ''4 WALL TO FLOOR TRU55 (1 OR 2 PLIES) DECKING PER co E— A or�� N 3 II _ 1 _ u FLOOR SYSTEM SP4 � EACH PLAN � � Z H •..i CONNECTION DETAIL 1 -1 W z STUD 2X NAILER W/ (2) PER PLAN � � � 0 tx •-� co 1/21, GYP. BOARD /1G�" S . SHEATHING Imd NAILS e 16" O.C. N W z O. .B 2x4 STUDS 1(0" O.C. ROOF SHEATHING lh" NIGH KNEE �" r` 2X4's 1�" O.C. FASTEN PER PLAN WALL, STUD �/ C p a dd+ DECKING PER FAS E P 2x4 BOTTOM PLATE (TYP) SPACING 16" A x FLOOR NAILING O.C. < Z �� 53 W .. 04 SCHEDULE viz" GYP. BOARD IST FLOOR MRS 1 -*T O C OO x (2) 106 NAILS - "' REFER TO PLANE � J Z -cC � • � 1 p" (o" D.C. TRUSS ~ � C R; i E TOP CHORD TO 2X4 EXT. SHEATHING CONT. - ~ ~ p u � � FROM TOP PLT- TO 2x4, CONTINUOUS FLOOR DECK BOT. OF GIRDER, FASTEN 1/2" DIA ALL THREAD , 1/2" DIA ALL THREAD ROD I 6 48" O.C., 5" EMBED, � PER PLAN ROD 6 48" O.G., 5" MEED DRILL EPDXY I DRILL 8 EPDXY w/ , Ld EMBED, I SIMPSON SET EPDXY OR = META1(o 6 EACH 8d NAIL5 V 3" O.G. w/ 51MPSON SET EPDXY TRUSS VERTICAL WALL SHEATHING GIRDER PER PLAN OR EQUIVALENT I EQUIVALENT � N TO TRU55 BOTTOM 2x4 PT FURRING I 2x4 PT FURRING � 24" O.G. ° CHORD , -s 24" O.C. I a. 2X NAILER W/ (2)' viz" GYP. BOARD q 10d NAILS 6 1(0" O.G. I o. Q. 4 4 a TRUSS Pt lx NAILER I 0 AS REQ'D. m W � 2 5TOR%1*` CONNECTION WALL TO GIRDER i , � O M WALL I S j� � 1-011 CONNECTION DETAIL 1 1211=1�_r�ll �Gt) PARALLEL `„�J{-�tL L 1 1I2 =1 I S" CMU WALL I �---- 8" CMU WALL Z V) 00 Iw-i H 0 I �` �OJ ( I (1) *5 FROM FTG. TO 0 1) *5 FROM FTG. TO TIE BEAM SPLICE TIE BEAM SPLICE = W QO II TO BE MIN. 30.x" II TO BE MIN- 3m" Y I GROUT CELL 50LID I GROUT CELL SOLID Q U 0 J 1/2" GYP. BOARD I Z II JI W Q=D DECKING PER , -) ~ J FLOOR NAILING OSB OR SCHEDULE I I Q 0 1/2" PLYWOOD � CL —i m P _ _—_ _ DESIGN WMR DRAWN LA HU2(o TRUSS TO LEDGER -III=1 I 1=1 I — p a a =III=III= I ; I I—I_—I I ,4 _= I=I __ —III -1I I=1 I ;III—III=1 a o —I I —1 I I—_I CHECKED CFG LVL OR GIRDER I I--- I I— I PER PLAN DOUBLE 2X8 LEDGER. ATTACH = I I=1 I 1—I° _ °_—I 11= I I i=1 i I- �- I I ——III—III- 1st PLY TO FLOOR TRUSS w/ (4) CMU WALL I I I I-1 1-1 11= _--=III=—I I = I=I I I DWG.No. 2110914 ,md NAILS IN EACH VERTICAL. PER PLAN —� I — — I =1 I =1 1=I i F-- 1=1 I 1=1' I III—I I 1=1 I I—III—I 11=I I I it I I;; JOB No. ad NAIL5 3" O.G. ATTACH 2nd PLY TO 1st PLY WITH I'' II I III =I I—= I—� 11- 1— I-1 I I SCALE (2) ROWS OF 1(ad NAIL5 6 Gam" O.G. � AS NOTED DATE 06/30/11 PER ROW STAGGERED 311 NOTE: REFER TO J015T MAN. 5PEC5 FOR BLOCKING REQ. 2 STORY CONN CT I ONTRUSS TO LEDGER s 2 STORE' FARTYWALL SECTION STAIRS 2 STORY FARTYWALL SECTION SHT SD2 AT FAR ALLEL WALL NTs000NNECTION 0000.. m ,n.�.mxau�„.•,-�.m ,:�.,«w,�. '".„�+ FASTEN PT 2X NAILER TO MA50NRY W/ 3/16"X4" TAPCONS W 6 FROM ENDS AND 16 O.C. MAX. FASTENING REQ. APPLY TO WINDOW5 W/O ARCHES AS WELL2x6 57UpS m 16” O.C. < 5/8" TYPE X GYP BD W/ 5P6's TOP 8 BOTT. 0 PROVIDE 114" PLY ON BOT. OF BLOCK BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. 9 MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TSI P. CORNER VERT. ��� ��_�,_�„ MARBLE SILL w 11 'II /� NTS 3 TIS �3�,4'I'''I ITL. x 2 STORY CONNECTION FRAMING DETAIL NTS ���,.,�.., " � IN�O�CINC� 1X2 P.T_ FURRING WINDOW � ALT. W/ FIRE RATED PANEL a 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. x/16" 0.5.8. SILL TYP. m ALL 1/2" GYP. BOARD SHEATHING WINDOWS 2x4 STUDS >. DECKING PER 16" O.G. o W NOTES: FLOOR NAILING w O a R3 IN5UL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 15 BAR CONT. 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 2001 ATTACH --TIE-BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ —__ ----- -- 1X4 P.T. NAILER ----- VERT REINF. BEYOND SHEATHING ..�c `e`�\\\1111111//1't�� - a. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS , WOOD BASE II TO RIBBON ��i ®,' i�r, - N BxSxl�o GONG BLOCK a` 0090. �, REGESSE �" FROM ENDS AND 16" O.C. MAX. II BOARD WITH`.•M, •9®s W PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG, SLAB ad NAILS z 0 HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN II MAIN FLOOR 3 O.G. `® �A W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- 0. - CONNECTION OF WINDOW TO STRUCTURE _ — — _ _ _ _. I ELEV 0 -0 ATTACH � : � � 40 � BY OTHERS IN THIS CASE.mak•° 4 SHEATHINGS '•-� � j, F- v® 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I.I TrI p .I° °y TRUSSTO ER®�s®��ADDED TO EXISTING 2X BUCKED OPENING, USE I I — _� = REFER FOUNDATION C3JROWS OF 106X3" NAILS STAGGEREDw12" O.G. =I I I�� I I °° I I I=I I II=I I I= PLAN FOR FTG. WITH (2) !n ®®®®s�l►1 Y+ 11\\e®�� ® 3 '` ad NAILS aEA. SUCCESSIVE BUCK III III a I=I I I-� INFORMATION EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED—I I—III _— I—I POURED DELL W/1 "5 BAR I—III _ —III—) I I 1/2" GYP. META16 PER PLAN D.G. FOR THE SAME OPENING IF WINDOW MANUFACTURER CONT. FROM BEAM TO III=III= =I_I=I =III=I I h BD ARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. —_ 4 �...:a WINDOW/DOOR III I I ITI 11-1 MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III III-III=III-- PT lx TO 2X BUCK W/ (2) ROWS OF ad NAILS s16" D.G. FASTEN NAILER AB Z WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. B" CMU WALL � o Q Wz"� 6 STEL' DOWN TIE E3EAM NTS � TYPICAL 5LOC< WALL SECTION NTS 12 2 STORY CONNECTION „ ,_ „ � �— A �o � DOOR SUCK I TL. COD I- NTs �4T C,4NT I L E 1�E fi� 1 =1 m Wzca �E-Z :w i 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS is EA. Z CP A vi 1. m C1)"5 IN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 6 EA. REFER TO e DIAGONAL AS SHOWN. FASTEN ROOF �//� PLANS FOR Q Z EXACT SIZE OF ►. p z C4 p — — — — — — — _w 1 -4 MAX. O.N. Az E H � d: SHEATHING TO BLOCKS w/B6 NAIL Z .4;D .. -------- ---- o .44 EA z — (1)05 BAR IN PRECAST LINTEL CONT. 2X4 © a C p Lu 77 (2)'5'5 VERTICAL • 3/8" DIA. ANCHOR IN GROUT FILLED 2X415 6 24" O.G. 51MP50N NGA-10 ~ F C% w CELL 2 X 4 P.T. TOP BUCK w I GABLE END 48" O.C. - ~ '~^ © V IN SHEATHING D5B NOT REQUIRED V / 0)*5 VERTICAL } GROUT FILLED CELL o (5) 166 NAILS FASTEN PER PLAN. TO BE CUNT. ,m THE W (A5 REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM W I SIDE OF OPENING BLOC KING ISPLICE A5 REQ'D. TTOP R PBLT. TO GABLE m PROVIDE (5) 3/9" DIA. J -BOLT WPROVIDE / 5-1/2" EMBEDMENT 2x4 BRACE TO SIMPSON HGA-10 a ENTIRE COLUMN TO ENTIRE FILLED AT EACH DOOR BRACKET, EACH BIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. BE I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 166 DBL. 2x4 TOP PLT, WASHER W/ EACH .ANCHOR. NAILS. � _ (let BOLT TO BE 8" MAX. ABV. CURB, REST OSB NOT REQUIRED --- — TO BE CONT. -a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) FASTEN 51DE WALL TRANSITION FROM GABLE BRACING a 45" BEAM TO GABLE SHEATHING PER O.G. MAX. 45° FROM TRU55 PLAN. NOTE: ALL HOOKS AND SPLICE5 TO BE CONSTRUCTED HORIZONTAL (+/- 10") SIMPSON H-10 0 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' 0 GARAGE CURB (S" MAX.) BRACE EAVES. PLT. II � W � INFO CINCA $ }SUCK DETAIL NTS S1MPBON H-10 EXTEND SHEATHING —NOTE: GA5LE5 SMALLER THAN B' DO NOT REQUIRE BRACING*** 13 NOT VFS � 0 r VERT. RE R' "=1 -0" TO BOTTOM OF WALL DIAGONALTO BEAM NAIL w/ ad `�' �+— CONNECTION O M BEAM NAILS 6 3" O.G. —NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING-* Wo 5EAM CONNECTION -5; o _j 0 —TIE -BEAM= PRE-ENGINEERED WD TRUSS, 24" O.C. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE MI■ _• _ _ _ IN= NIIIIIIIIIIIIIIIN_iOIN� 5IMP50N A23 z < _ oEA. BRACE %<( 0 p TO PLT. r ®1■ ■0011 M,■ F— :2 J Z 1MMI MEN GANT. FOR _ �L 1/2" J -BOLTS w/ -- Z ■INI CLG. NAILING WASHERS (MIN. 6" MIME M1■ FLOOR NAILING ■■s ■'-I -) I-- (, 11110111 �E INIM. _ PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO ' 0 �" J m SCHEDULE GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. 9 MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TSI P. CORNER VERT. ��� ��_�,_�„ MARBLE SILL w 11 'II /� NTS 3 TIS �3�,4'I'''I ITL. x 2 STORY CONNECTION FRAMING DETAIL NTS ���,.,�.., " � IN�O�CINC� 1X2 P.T_ FURRING WINDOW � ALT. W/ FIRE RATED PANEL a 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. x/16" 0.5.8. SILL TYP. m ALL 1/2" GYP. BOARD SHEATHING WINDOWS 2x4 STUDS >. DECKING PER 16" O.G. o W NOTES: FLOOR NAILING w O a R3 IN5UL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 15 BAR CONT. 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 2001 ATTACH --TIE-BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ —__ ----- -- 1X4 P.T. NAILER ----- VERT REINF. BEYOND SHEATHING ..�c `e`�\\\1111111//1't�� - a. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS , WOOD BASE II TO RIBBON ��i ®,' i�r, - N BxSxl�o GONG BLOCK a` 0090. �, REGESSE �" FROM ENDS AND 16" O.C. MAX. II BOARD WITH`.•M, •9®s W PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG, SLAB ad NAILS z 0 HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN II MAIN FLOOR 3 O.G. `® �A W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- 0. - CONNECTION OF WINDOW TO STRUCTURE _ — — _ _ _ _. I ELEV 0 -0 ATTACH � : � � 40 � BY OTHERS IN THIS CASE.mak•° 4 SHEATHINGS '•-� � j, F- v® 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I.I TrI p .I° °y TRUSSTO ER®�s®��ADDED TO EXISTING 2X BUCKED OPENING, USE I I — _� = REFER FOUNDATION C3JROWS OF 106X3" NAILS STAGGEREDw12" O.G. =I I I�� I I °° I I I=I I II=I I I= PLAN FOR FTG. WITH (2) !n ®®®®s�l►1 Y+ 11\\e®�� ® 3 '` ad NAILS aEA. SUCCESSIVE BUCK III III a I=I I I-� INFORMATION EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED—I I—III _— I—I POURED DELL W/1 "5 BAR I—III _ —III—) I I 1/2" GYP. META16 PER PLAN D.G. FOR THE SAME OPENING IF WINDOW MANUFACTURER CONT. FROM BEAM TO III=III= =I_I=I =III=I I h BD ARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. —_ 4 �...:a WINDOW/DOOR III I I ITI 11-1 MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III III-III=III-- PT lx TO 2X BUCK W/ (2) ROWS OF ad NAILS s16" D.G. FASTEN NAILER AB Z WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. B" CMU WALL � o Q Wz"� 6 STEL' DOWN TIE E3EAM NTS � TYPICAL 5LOC< WALL SECTION NTS 12 2 STORY CONNECTION „ ,_ „ � �— A �o � DOOR SUCK I TL. COD I- NTs �4T C,4NT I L E 1�E fi� 1 =1 m Wzca �E-Z :w i 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS is EA. Z CP A vi 1. m C1)"5 IN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 6 EA. REFER TO e DIAGONAL AS SHOWN. FASTEN ROOF �//� PLANS FOR Q Z EXACT SIZE OF ►. p z C4 p — — — — — — — _w 1 -4 MAX. O.N. Az E H � d: SHEATHING TO BLOCKS w/B6 NAIL Z .4;D .. -------- ---- o .44 EA z — (1)05 BAR IN PRECAST LINTEL CONT. 2X4 © a C p Lu 77 (2)'5'5 VERTICAL • 3/8" DIA. ANCHOR IN GROUT FILLED 2X415 6 24" O.G. 51MP50N NGA-10 ~ F C% w CELL 2 X 4 P.T. TOP BUCK w I GABLE END 48" O.C. - ~ '~^ © V IN SHEATHING D5B NOT REQUIRED V / 0)*5 VERTICAL } GROUT FILLED CELL o (5) 166 NAILS FASTEN PER PLAN. TO BE CUNT. ,m THE W (A5 REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM W I SIDE OF OPENING BLOC KING ISPLICE A5 REQ'D. TTOP R PBLT. TO GABLE m PROVIDE (5) 3/9" DIA. J -BOLT WPROVIDE / 5-1/2" EMBEDMENT 2x4 BRACE TO SIMPSON HGA-10 a ENTIRE COLUMN TO ENTIRE FILLED AT EACH DOOR BRACKET, EACH BIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. BE I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 166 DBL. 2x4 TOP PLT, WASHER W/ EACH .ANCHOR. NAILS. � _ (let BOLT TO BE 8" MAX. ABV. CURB, REST OSB NOT REQUIRED --- — TO BE CONT. -a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) FASTEN 51DE WALL TRANSITION FROM GABLE BRACING a 45" BEAM TO GABLE SHEATHING PER O.G. MAX. 45° FROM TRU55 PLAN. NOTE: ALL HOOKS AND SPLICE5 TO BE CONSTRUCTED HORIZONTAL (+/- 10") SIMPSON H-10 0 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' 0 GARAGE CURB (S" MAX.) BRACE EAVES. PLT. II � W � INFO CINCA $ }SUCK DETAIL NTS S1MPBON H-10 EXTEND SHEATHING —NOTE: GA5LE5 SMALLER THAN B' DO NOT REQUIRE BRACING*** 13 NOT VFS � 0 r VERT. RE R' "=1 -0" TO BOTTOM OF WALL DIAGONALTO BEAM NAIL w/ ad `�' �+— CONNECTION O M BEAM NAILS 6 3" O.G. —NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING-* Wo 5EAM CONNECTION -5; o _j 0 —TIE -BEAM= PRE-ENGINEERED WD TRUSS, 24" O.C. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE (1) A33 EA. SIDE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dxl)/2" NAILS PER CONNECTOR (1) 6IMP50N A33 EA. SIDE OF 2X w/ 3/16"x2 -i/4'' TAPCONS TO CMU AND (4) 10dAY' NAILS PER CONNECTOR. NOTCH 2X6 A5 NEEDED TO ACGOMADATE PRECAST BILL (2) PT 2X6 *2 (OR BETTER) 5YP PRECAST SILL 5IMP50N A23 z < _ oEA. BRACE %<( 0 p TO PLT. r DECKING PER F— :2 J Z GANT. FOR _ �L 1/2" J -BOLTS w/ <— Z CLG. NAILING WASHERS (MIN. 6" W 1- _ J R-30 INSULATION FLOOR NAILING SURFACE -A (a EMBED) MIN. 6" -) I-- (, — 0 FROM EA. END AND Q o =) _ PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO ' 0 �" J m SCHEDULE GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN TO PLT. 'a 12" O.C. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** 12 ALL LAPS IN MASONRY 25° HURRICANEEACH TRU55 HGAIOKT 32 CHECKED CFG CMU WALL OR DWG.No. LINTEL BELOW 0 =ER To ROO�R JOB No. TIE BEAM COURSE SCALE W/(1)*S CONT, =Om (1)05 CONT. IN TIE 5/8" TYPE X GYP. BD. DATE 06/30/11 Cl„IU 111411 L CONN Fi CT I ON RUNNING BAR ivy BEAM COARSE TILE ON (APPLIED ACCORDING TO va MANUR SPEC.) 150 ROOF FELT ON 5/B NON -LOAD BEARING PROVIDE HANGERS TO HOLD ROOF SHEATHING ON ROOF TRUSSES. FIRE RATED PANEL GROUT TIE BEAM a < BAR IN PLACE DURING POUR, 1/2" DIA. THREADED COARSE 50L I D REFER TO MAN. SPECS. FOR ` �' - �I �I I ELEVATION VARIES OIL ROD W/ COUPLER (IF REQUIRED), 6" EMBED 4 SPACING REQUIREMENTS IF TDP OF MASONRY � 32" o.c. REQUIRED NOM. B" CMU a . HANGERS NOT REQUIRED fF 1/2 DR 1 WALL -. ALUM. DRIP EDGE 2-1/8" ATTACH GYP. BD TO WITH C2) Sd Z LINTEL BLOCKS ARE USED 4 PANEL AND 2" HOLD 15 MET 2x4 CONT. BUBFASCIA NAILS EVERY 3" O.G. -- ~ °a 1x2 PT NAILER Qa • A a VENTED ALUM. SOFFIT 1/2" GYP. BOARD METAI6 PER PLAN ry 05 CORNER BAR (APPLIED ACCORDING TO MA UF. SPEC.) j () PROVIDE SCREEN WHEN 4. cf) GROUTED CELL BLOCK BELOW IS NOT T1 P. SINGLE TIE -BEAM L'j REQUIRED TO BE FILLED W/ (1) S CONT. GROUT PT Ix NAILER AS REQ'D. SOLID &" CMU WALL PRECAST CMU LINTEL m OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. oa BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. 9 MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TSI P. CORNER VERT. ��� ��_�,_�„ MARBLE SILL w 11 'II /� NTS 3 TIS �3�,4'I'''I ITL. x 2 STORY CONNECTION FRAMING DETAIL NTS ���,.,�.., " � IN�O�CINC� 1X2 P.T_ FURRING WINDOW � ALT. W/ FIRE RATED PANEL a 2'-0" O.G. PER FLOOR PLAN } PRECAST CONC. x/16" 0.5.8. SILL TYP. m ALL 1/2" GYP. BOARD SHEATHING WINDOWS 2x4 STUDS >. DECKING PER 16" O.G. o W NOTES: FLOOR NAILING w O a R3 IN5UL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 15 BAR CONT. 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 2001 ATTACH --TIE-BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ —__ ----- -- 1X4 P.T. NAILER ----- VERT REINF. BEYOND SHEATHING ..�c `e`�\\\1111111//1't�� - a. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS , WOOD BASE II TO RIBBON ��i ®,' i�r, - N BxSxl�o GONG BLOCK a` 0090. �, REGESSE �" FROM ENDS AND 16" O.C. MAX. II BOARD WITH`.•M, •9®s W PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG, SLAB ad NAILS z 0 HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN II MAIN FLOOR 3 O.G. `® �A W/CUT NAILS OR EQUIVALENT, STRUCTURAL --- 0. - CONNECTION OF WINDOW TO STRUCTURE _ — — _ _ _ _. I ELEV 0 -0 ATTACH � : � � 40 � BY OTHERS IN THIS CASE.mak•° 4 SHEATHINGS '•-� � j, F- v® 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I.I TrI p .I° °y TRUSSTO ER®�s®��ADDED TO EXISTING 2X BUCKED OPENING, USE I I — _� = REFER FOUNDATION C3JROWS OF 106X3" NAILS STAGGEREDw12" O.G. =I I I�� I I °° I I I=I I II=I I I= PLAN FOR FTG. WITH (2) !n ®®®®s�l►1 Y+ 11\\e®�� ® 3 '` ad NAILS aEA. SUCCESSIVE BUCK III III a I=I I I-� INFORMATION EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED—I I—III _— I—I POURED DELL W/1 "5 BAR I—III _ —III—) I I 1/2" GYP. META16 PER PLAN D.G. FOR THE SAME OPENING IF WINDOW MANUFACTURER CONT. FROM BEAM TO III=III= =I_I=I =III=I I h BD ARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. —_ 4 �...:a WINDOW/DOOR III I I ITI 11-1 MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III III-III=III-- PT lx TO 2X BUCK W/ (2) ROWS OF ad NAILS s16" D.G. FASTEN NAILER AB Z WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. REQ'D. B" CMU WALL � o Q Wz"� 6 STEL' DOWN TIE E3EAM NTS � TYPICAL 5LOC< WALL SECTION NTS 12 2 STORY CONNECTION „ ,_ „ � �— A �o � DOOR SUCK I TL. COD I- NTs �4T C,4NT I L E 1�E fi� 1 =1 m Wzca �E-Z :w i 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS is EA. Z CP A vi 1. m C1)"5 IN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 6 EA. REFER TO e DIAGONAL AS SHOWN. FASTEN ROOF �//� PLANS FOR Q Z EXACT SIZE OF ►. p z C4 p — — — — — — — _w 1 -4 MAX. O.N. Az E H � d: SHEATHING TO BLOCKS w/B6 NAIL Z .4;D .. -------- ---- o .44 EA z — (1)05 BAR IN PRECAST LINTEL CONT. 2X4 © a C p Lu 77 (2)'5'5 VERTICAL • 3/8" DIA. ANCHOR IN GROUT FILLED 2X415 6 24" O.G. 51MP50N NGA-10 ~ F C% w CELL 2 X 4 P.T. TOP BUCK w I GABLE END 48" O.C. - ~ '~^ © V IN SHEATHING D5B NOT REQUIRED V / 0)*5 VERTICAL } GROUT FILLED CELL o (5) 166 NAILS FASTEN PER PLAN. TO BE CUNT. ,m THE W (A5 REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM W I SIDE OF OPENING BLOC KING ISPLICE A5 REQ'D. TTOP R PBLT. TO GABLE m PROVIDE (5) 3/9" DIA. J -BOLT WPROVIDE / 5-1/2" EMBEDMENT 2x4 BRACE TO SIMPSON HGA-10 a ENTIRE COLUMN TO ENTIRE FILLED AT EACH DOOR BRACKET, EACH BIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. BE I I DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 166 DBL. 2x4 TOP PLT, WASHER W/ EACH .ANCHOR. NAILS. � _ (let BOLT TO BE 8" MAX. ABV. CURB, REST OSB NOT REQUIRED --- — TO BE CONT. -a THE FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) FASTEN 51DE WALL TRANSITION FROM GABLE BRACING a 45" BEAM TO GABLE SHEATHING PER O.G. MAX. 45° FROM TRU55 PLAN. NOTE: ALL HOOKS AND SPLICE5 TO BE CONSTRUCTED HORIZONTAL (+/- 10") SIMPSON H-10 0 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' 0 GARAGE CURB (S" MAX.) BRACE EAVES. PLT. II � W � INFO CINCA $ }SUCK DETAIL NTS S1MPBON H-10 EXTEND SHEATHING —NOTE: GA5LE5 SMALLER THAN B' DO NOT REQUIRE BRACING*** 13 NOT VFS � 0 r VERT. RE R' "=1 -0" TO BOTTOM OF WALL DIAGONALTO BEAM NAIL w/ ad `�' �+— CONNECTION O M BEAM NAILS 6 3" O.G. —NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING-* Wo 5EAM CONNECTION -5; o _j 0 —TIE -BEAM= /1—PRECAST (1) A33 EA. SIDE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dxl)/2" NAILS PER CONNECTOR (1) 6IMP50N A33 EA. SIDE OF 2X w/ 3/16"x2 -i/4'' TAPCONS TO CMU AND (4) 10dAY' NAILS PER CONNECTOR. NOTCH 2X6 A5 NEEDED TO ACGOMADATE PRECAST BILL (2) PT 2X6 *2 (OR BETTER) 5YP PRECAST SILL 5IMP50N A23 z < _ oEA. BRACE %<( 0 p TO PLT. r 3,4 QLD PT 2X8 PLT., m F— :2 J Z GANT. FOR _ �L 1/2" J -BOLTS w/ <— Z CLG. NAILING WASHERS (MIN. 6" W 1- _ J SURFACE -A (a EMBED) MIN. 6" -) I-- (, — 0 FROM EA. END AND Q o =) _ PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO 0 �" J m GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN TO PLT. 'a 12" O.C. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** 12 MAX. CLEAR SPAN CONNECTION Q D.C. WMR HGAIOKT 32 CHECKED CFG �m o II_ = W 0 5IMP50N A23 z < _ oEA. BRACE %<( 0 p TO PLT. 3,4 QLD PT 2X8 PLT., m F— :2 J Z GANT. FOR _ �L 1/2" J -BOLTS w/ <— CLG. NAILING WASHERS (MIN. 6" W 1- _ J SURFACE -A (a EMBED) MIN. 6" -) I-- (, — 0 FROM EA. END AND Q o =) _ PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO 0 �" J m GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN TO PLT. 'a 12" O.C. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** 12 MAX. CLEAR SPAN CONNECTION Q D.C. WMR HGAIOKT 32 CHECKED CFG CMU WALL OR DWG.No. LINTEL BELOW 2110914 JOB No. TIE BEAM COURSE SCALE W/(1)*S CONT, AS NOTED * ,NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** DATE 06/30/11 Cl„IU 111411 L CONN Fi CT I ON WINDOW CONNECTION DETAIL NTS O Cx,4B�E END DEt,41L5 N.T.S. 14 NOT USED � S D 3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" OUTSIDE (2) 2x4's EDGE DISTANCE REFER S HEADER SCHEDULE FOR HEADER SIZE, # BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A � 1 GE 1 EDGE 21 EDGE PER DETAIL STUD. PROVIDE 40" LAP SPLICE W/ 3-106 OFJAGK STUDS e CONNECTOR REQUIREMENTS. Q ED � Y COMMON NAILS 6 ENDS. NAIL PLATES CONT. W/ lie lie 106 COMMONS Is 16" O.G.51=2 OR SP4 EA. SPUD OR AS � p � SPECIFIED ON THE PLAN �. Z 1mdx3 COMMON Zp I EXTERIOR WALLS: 0 p 0 p w 2" SHEATHING MUST BE NAILED TO w = INSIDE Z FLOOR TRU56 CMU WALL AS EXTERIOR WALLS, SEE NAILING _� = Z 2x'3 PER DETAIL U PER PLAN N I 2y N 214 REQ'D PER PLAN PATTERNS FOR NAILING NAIL JACK STUDS AND FULL 10dX3 (L N I �i(r OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's COMMON cn STOP STAGGERED a 12" O.C. (EACH 10dX3" � T NAIL e 16" O.C. PLY) l7 TOP 4 BOTTOM COMMON Zz MIDSPAN BLOCKING OPP. SIDE v Z INTERIOR WALLS: U BETWEEN EA. STUD GYP BOARD AS 4 0 I I I 14 10dX3" NEEDED Z Q OPP. SIDE SP2 OR 8P4 EA. STUD OR A5 (4) EQ. SPACED O 1sadX3" dJ SPECIFIED ON THE PLAN �I 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD - COMMONTITENS (w/ STRAPS REQ'D FOR WALLS OPP. SIDE DISTANCE PER DETAIL WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS ry _ � FROM TOP AND SUPPORTING FLOOR TRUSSES 717, BOTTOM ONLY)_ (SEE CONNECTOR CHART) U (2)2X4's (2)2Xlo's (2)1X8'6 1/2" x -" J -BOLTS 6" FROM EA. �� � �� Ld INSIDE FLT NAILS NAILED AT 8" 0/C ST,4(�;GERED. OUTSIDE END OF WALL AND X32" O.G. I 0 OUTSIDE NAILS NAILED AT 8" O/C, 2X's 2x STUDS 16 O.C. NOTE: 2-1/2" MASONRY NAILS (HAND C 2� 2 X COLUMN / 2 1 O� � � 1 2 X COLUMN OR POWER DRIVEN) � 16" D.G. MAY PT 2X4 BOTTOM l 3 / / U BE USED I.L.O. J-50LT5 FOR WALL PLATE THAT DO NOT CARRY UPLIFT 2X 5UI L T - U' STUD DRAFT STOP DETAIL EXTERIOR/INTERIOR c 4"WALL CONN. 1/21111/211111111-011COLU"N DETAILS 11,2 DETAIL p�q f 174 3/4" PLYWD. DECKING W DBL. TOP PLT. BEYOND NAILING PATTERN 1. STAT PER NAILING SCHEDULE. 7/16" OSB 2X LEDGER W/ 1. STAIRS SHALL BE CONSTRUCTED IN a 5/8" PLYWOOD WALL SHEATHING SPLICE TO RIM50ARD ACCORDANCE WITH FBC 2007 STAIR RUN MUST TILE ON 15 FELT OVER PL D STUD ��� (4) EQUALLY SPACED 1/2" x 2" BOLTS MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I OR 5/a" 0.5.8. ON PRE -ENG. TRUSSES � �,� L � .� I — — — —FLOOR SYSTEM TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" �� 24 " O.C. IIII�II o TO 25" T F .'s PER PLAN ♦00`1 ►►►i�r n' JOINT\�` REFER O ROO ♦ .,� ® ., GYPSUM WALLBOARD PLAN FOR t�►\ ",�% CONNECTIONS " 2. HAND RAILINGS SHALL BE CONSTRUCTED IN - •• 9% ACCORDANCE °�W Z ACCORDANCE WITH FBG 2007 STAIR RAILS 2x DBL � ®• b° .'.�� � � Q � SHALL BE NOT LE55 THAN 34 NOR MORE THAN -� ; � °' . 2X4 BLOCKING PLACED TOP PLATE • ..� ® =. FLATWISE C2) 16d NAILS 38" ABOVE THE LEADING EDGE OF THE TREAD. " � CV U EACH END HANDRAILS THAT FORM A PART OF GUARDRAILS REFER TO PLANS V 94 o W i NAILING PER MAY BE 42" HIGH. WALL RAILS SHALL HAVE A �. ®� 0 °� �[ SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF ��® Q 11/2" MIN. HANDRAILS SHALL HAVE EITHER A •• —I CIRCULAR CROSS SECTION OF 1 1/4" TO 2", OR """•"®»►�� O PROVIDE A NONCIRCULAR CROSS SECTION WITH ®® u_ 1�i NOTE '0®�►►►i 01 I,�;;�®®♦ EQUIVALENT GRASP ABILITY PERFORMANCE. R -3m ALUM. DRIP a �'' '1Li ' CMU WALL BELOW 1/2" PLYWOOD OR x/16" 0.5.8. TD BE USED AS UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8". INSULATIONJ71 EDGE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN RE -ENGINEERED FLOOR TRU56 BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. G. 2x4 CONT. Ll2�P,550N w/ (4) trod Q EACH TRUSS (U.N.O.) P.T. 2x4 LET -IN -s BASE OF SUBFASCIA MIN. 1'-m" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-�D" ACCORDANCE WITH FBC 20m� GUARD RAILS BELOW FIRST FLOOR TOP PLT. STRINGERS. FASTEN TO FLOOR SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE w/(4) 1/4"x3" TAPCONS EVENLY RAILS SHALL BE CONSTRUCTED IS SUCH A HDR. A5 PER PLAN VENTED SPACED MANNER THAT A 4" SPHERE MAY NOT PASS aALL FRAMED SOFFIT Z THRU ANY PART.0,04 OPENINGS J 0�. ti`., O SHEATHING ELEV. NITS � Q w�� NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN �✓" 1/2" _ ��-0n INSULATION ��z" COX PLYWOOD � ~ A viz � M STAIR CONNECTION DETAIL. � OR 7/16" OSB, W E Z ATTACH PER PLAN c� o' u p m co o DECKING PER 2X4 STUDS Z WW tS m FLOOR NAILING 16" D.C. 0 E-1 E Z SCHEDULE REFER TO PLANS � A � C m - a 71 z 014 z PRE -ENG. MPETAu16 PER ® U C © x FLOOR SYSTEM � Z Cl o G4 REFER TO PLANS A" I— Q E-� © a c♦t E� REFER TO PLANS FOR ___ __ _ _ _ z W � EXACT SIZE OF O.N. LAP SIDING I—' U 2x4 BLOCKS, (2) 16d NAILS EA. V / END. BLOCK ADJACENT BAYS 6 EA. '-4" MAX. lx P.T. p I—' DIAGONAL AS SHOWN. FASTEN ROOF NAILER W SHEATHING TO BLOCKS w/ad NAILS V' SHE PER PLAN I SHEATHING w/ WRAP, 1/2" GYP. a., TIE BEAM REFER � 5D, TO DETAIL 3 BHT. SD3 Q N 6 O.C. 150 FELT DRAINAGE PLANE CONT. 2X4 z 5 7/0" STUCCO THICKNESS 51MPSDN H -lm PRE i O CAST CMU i *: BLOCKIN i :t 4 PAPERBACK LAIN LINTEL � OPENING DIAGONAL TO ��• CS) 16d NAILS 2X4 5 -s 24 O.G. WINDOW PER FLR. O PLAN BRACE TO i --ALL BLOCKING O GABLE END SHEATHING � ''� O MEMBRANE STRIP COVERING WOOD FASTEN PER PLAN. i FRAME/MASONRY INTE5ECTION UNDER MARBLE SILL PRECAST GONG W I PROVIDE 2x4 BRACE TO i . EXPANSION JOINT TO EXTEND 2" SILL EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D.BELOW CMU 1x2 P.T. FURRING � TO DIAGONAL w/(2) 1(od2-m i O.G. O M '" � NAILS. PROVIDE 2X BLOCKING i s,' O DRAINAGE PLANE (WRB). a" CMu Z v) 10 FOR NAILING 2 METAL OR PLASTIC EXPANSION JOINT FLOOR R3 INSUL. BETWEEN GABLE BRACING s 40OVERLAP Z -FLASH 2X4 FRAMING OR PRE -ENG. TRUSS 3/4 FURR STRIPS O.G. MAX. 45° FROM TRUSSES Is 24" O.G. MAX. W/ i '• C1) *5 VERT. IN HORIZONTAL (+/- 10') SIMPSON H4 TO LEDGERGROUTED CELL W O BRACE NOT REQUIRED 6' i P FROM TOP OF CMU FULL HEIGHT. SEE Ix4 F.T.PtNAILER � FROM EAVES. FLOOR PLAN ROOF SHEATHING I "e; FASTEN PER PLAN FOR LOCATIONS .:�• WOOD BASE II 2X4 LEDGER W/ (2) USE (4)10d NAILS FOR 3-1/2" CONC I = W 16d NAILS a 12" CONY. FRAMED MEM. ONLY METAL Z -FLASH SLAB CEMENTITIOUS (U.N.o.) -- O 5/a° STUCCO OR GEMEN7fOU5 I CIO FINISH COATING OVER CMU II }- J (' 1 FIN. Z n o4 a �` _ -- __ A..t-A _�.�-�.--- -- I U Q �... PROVIDE BLOCKING - A < GRADE BETWEEN TRUSS BAYS + CMU WALL PER PLAN _ o I �, _ 48" O.C. FOR FIRST 3 BAYS rr I I-1 4pe. hI I ISI I— I— U =� H2.5 EACH TRUSS TO LEDGER ° 5/8" STUCCO OVER '� °� ;;tr NOTE: NUMBERS INDICATE ORDER ITEMS MASONRY/BLOCK 1 I I=I ISI I = �:J I I=I I= I I= I=I Q Q :� . (U.N.O.) r. SHOULD BE INSTALLED OVER FRAME AND I I=I I I I F9 I 4 d I I III III I I- CL ' J m SEE PLAN FOR SUPPORT AND TIE DOWN OF CMU _ _ � 4: _ _ III—I I —I I --I _ i I—I I I --I I I=i I I JACK TRUSSES El 111 " °. 4 1 LSI I I=I DESIGN DRAWN *** THAN S' DO N07 REQUIRE BRACING*** I—III — WMR LA NOTE: GABLES SMALLER ISI I I: El 11----1 I I—I I M I I—I I I— —III=III=III—III=1 Hyl I I-- REFER FOUNDATION y CHECKED CEG.. PLAN FOR FTG. DWG.No. 2110914 INFORMATION JOB No. SCALE AS NOTED DATE 06/30/11 GA5L E END 6 FLAT 5 I D INCA TO STUCCO 6 CEILING WITH 505TON --IIP � 3"=�'-m" s 3"=�'-�a" g 2 STORY DOLL SECTION 3/�"=�'-�a" SD4 WEEF SCREED DETAIL FLASHING DETAIL � SHT rl'-f]: i, i, -.41116- i i i - i i r JOINT\�` REFER O ROO ♦ .,� ® ., GYPSUM WALLBOARD PLAN FOR t�►\ ",�% CONNECTIONS " 2. HAND RAILINGS SHALL BE CONSTRUCTED IN - •• 9% ACCORDANCE °�W Z ACCORDANCE WITH FBG 2007 STAIR RAILS 2x DBL � ®• b° .'.�� � � Q � SHALL BE NOT LE55 THAN 34 NOR MORE THAN -� ; � °' . 2X4 BLOCKING PLACED TOP PLATE • ..� ® =. FLATWISE C2) 16d NAILS 38" ABOVE THE LEADING EDGE OF THE TREAD. " � CV U EACH END HANDRAILS THAT FORM A PART OF GUARDRAILS REFER TO PLANS V 94 o W i NAILING PER MAY BE 42" HIGH. WALL RAILS SHALL HAVE A �. ®� 0 °� �[ SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF ��® Q 11/2" MIN. HANDRAILS SHALL HAVE EITHER A •• —I CIRCULAR CROSS SECTION OF 1 1/4" TO 2", OR """•"®»►�� O PROVIDE A NONCIRCULAR CROSS SECTION WITH ®® u_ 1�i NOTE '0®�►►►i 01 I,�;;�®®♦ EQUIVALENT GRASP ABILITY PERFORMANCE. R -3m ALUM. DRIP a �'' '1Li ' CMU WALL BELOW 1/2" PLYWOOD OR x/16" 0.5.8. TD BE USED AS UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8". INSULATIONJ71 EDGE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN RE -ENGINEERED FLOOR TRU56 BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. G. 2x4 CONT. Ll2�P,550N w/ (4) trod Q EACH TRUSS (U.N.O.) P.T. 2x4 LET -IN -s BASE OF SUBFASCIA MIN. 1'-m" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-�D" ACCORDANCE WITH FBC 20m� GUARD RAILS BELOW FIRST FLOOR TOP PLT. STRINGERS. FASTEN TO FLOOR SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE w/(4) 1/4"x3" TAPCONS EVENLY RAILS SHALL BE CONSTRUCTED IS SUCH A HDR. A5 PER PLAN VENTED SPACED MANNER THAT A 4" SPHERE MAY NOT PASS aALL FRAMED SOFFIT Z THRU ANY PART.0,04 OPENINGS J 0�. ti`., O SHEATHING ELEV. NITS � Q w�� NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN �✓" 1/2" _ ��-0n INSULATION ��z" COX PLYWOOD � ~ A viz � M STAIR CONNECTION DETAIL. � OR 7/16" OSB, W E Z ATTACH PER PLAN c� o' u p m co o DECKING PER 2X4 STUDS Z WW tS m FLOOR NAILING 16" D.C. 0 E-1 E Z SCHEDULE REFER TO PLANS � A � C m - a 71 z 014 z PRE -ENG. MPETAu16 PER ® U C © x FLOOR SYSTEM � Z Cl o G4 REFER TO PLANS A" I— Q E-� © a c♦t E� REFER TO PLANS FOR ___ __ _ _ _ z W � EXACT SIZE OF O.N. LAP SIDING I—' U 2x4 BLOCKS, (2) 16d NAILS EA. V / END. BLOCK ADJACENT BAYS 6 EA. '-4" MAX. lx P.T. p I—' DIAGONAL AS SHOWN. FASTEN ROOF NAILER W SHEATHING TO BLOCKS w/ad NAILS V' SHE PER PLAN I SHEATHING w/ WRAP, 1/2" GYP. a., TIE BEAM REFER � 5D, TO DETAIL 3 BHT. SD3 Q N 6 O.C. 150 FELT DRAINAGE PLANE CONT. 2X4 z 5 7/0" STUCCO THICKNESS 51MPSDN H -lm PRE i O CAST CMU i *: BLOCKIN i :t 4 PAPERBACK LAIN LINTEL � OPENING DIAGONAL TO ��• CS) 16d NAILS 2X4 5 -s 24 O.G. WINDOW PER FLR. O PLAN BRACE TO i --ALL BLOCKING O GABLE END SHEATHING � ''� O MEMBRANE STRIP COVERING WOOD FASTEN PER PLAN. i FRAME/MASONRY INTE5ECTION UNDER MARBLE SILL PRECAST GONG W I PROVIDE 2x4 BRACE TO i . EXPANSION JOINT TO EXTEND 2" SILL EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D.BELOW CMU 1x2 P.T. FURRING � TO DIAGONAL w/(2) 1(od2-m i O.G. O M '" � NAILS. PROVIDE 2X BLOCKING i s,' O DRAINAGE PLANE (WRB). a" CMu Z v) 10 FOR NAILING 2 METAL OR PLASTIC EXPANSION JOINT FLOOR R3 INSUL. BETWEEN GABLE BRACING s 40OVERLAP Z -FLASH 2X4 FRAMING OR PRE -ENG. TRUSS 3/4 FURR STRIPS O.G. MAX. 45° FROM TRUSSES Is 24" O.G. MAX. W/ i '• C1) *5 VERT. IN HORIZONTAL (+/- 10') SIMPSON H4 TO LEDGERGROUTED CELL W O BRACE NOT REQUIRED 6' i P FROM TOP OF CMU FULL HEIGHT. SEE Ix4 F.T.PtNAILER � FROM EAVES. FLOOR PLAN ROOF SHEATHING I "e; FASTEN PER PLAN FOR LOCATIONS .:�• WOOD BASE II 2X4 LEDGER W/ (2) USE (4)10d NAILS FOR 3-1/2" CONC I = W 16d NAILS a 12" CONY. FRAMED MEM. ONLY METAL Z -FLASH SLAB CEMENTITIOUS (U.N.o.) -- O 5/a° STUCCO OR GEMEN7fOU5 I CIO FINISH COATING OVER CMU II }- J (' 1 FIN. Z n o4 a �` _ -- __ A..t-A _�.�-�.--- -- I U Q �... PROVIDE BLOCKING - A < GRADE BETWEEN TRUSS BAYS + CMU WALL PER PLAN _ o I �, _ 48" O.C. FOR FIRST 3 BAYS rr I I-1 4pe. hI I ISI I— I— U =� H2.5 EACH TRUSS TO LEDGER ° 5/8" STUCCO OVER '� °� ;;tr NOTE: NUMBERS INDICATE ORDER ITEMS MASONRY/BLOCK 1 I I=I ISI I = �:J I I=I I= I I= I=I Q Q :� . (U.N.O.) r. SHOULD BE INSTALLED OVER FRAME AND I I=I I I I F9 I 4 d I I III III I I- CL ' J m SEE PLAN FOR SUPPORT AND TIE DOWN OF CMU _ _ � 4: _ _ III—I I —I I --I _ i I—I I I --I I I=i I I JACK TRUSSES El 111 " °. 4 1 LSI I I=I DESIGN DRAWN *** THAN S' DO N07 REQUIRE BRACING*** I—III — WMR LA NOTE: GABLES SMALLER ISI I I: El 11----1 I I—I I M I I—I I I— —III=III=III—III=1 Hyl I I-- REFER FOUNDATION y CHECKED CEG.. PLAN FOR FTG. DWG.No. 2110914 INFORMATION JOB No. SCALE AS NOTED DATE 06/30/11 GA5L E END 6 FLAT 5 I D INCA TO STUCCO 6 CEILING WITH 505TON --IIP � 3"=�'-m" s 3"=�'-�a" g 2 STORY DOLL SECTION 3/�"=�'-�a" SD4 WEEF SCREED DETAIL FLASHING DETAIL � SHT DensGlass- Ultra Shafiitner Area Separation Walls GeorglarlIPsaclfic Gypxum 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 u to 68 feet lPa9a 14 Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control, The Area Separation Wall is constructed once the framing for one townhouse unit is complete 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 form 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 Wall 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 mold -resistant shaftliner panel - DonsGiass°" Ultra Shaftliner. Components 20 Wood Framing I" DensGlass' Ultra Shattliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wail and Wood Framing 2" H -Studs 24" o.c, Back-to-back C -Tracks 1/2" DensArmor Plus* Interior Panel Aluminum 8i a awe Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall 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. DensGlass Ultra Shaftliner panels consi t of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels, DensGlass Ultra Shaftliner panels are covered by 12 --month in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. � Fire Tesiiog and Building Code Compliance The Georgia-Pacific Gypsum Area Separation Wall has been fire testedd to ASTM E 119 and CAN ULC S-101. The Georgia-Pacific Gypsum 2 -hour fire -rated Area Separation Wali assembly, constructed using DensGlass Ultra Shaftliner panels, is listed by Underwriters Laboratory ry Underwriters(UL},'Laboratories of Canada JULQ and Womack Hersey International(WHI/ITS) and meets the requirements of the 2006 International Building Cods (IBC) Section 705 "Part Walls," and Section 705x"F ire Walls," The Georgia-Pacific Gypsum Area Separation Wali assembly is listed in'the UL Fire Resistance Directory under UL Design U 373, t he ULC Firs ResistanceDirectory ULC Design No. W 312 and the WHI Fire Resistance Directory under WHI GP/WA l20- 04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119. fa 9 g 4AUTIft produce fire, oar go to glit.eMuYai roc la8a5,t aS�forrn ztiun stud a ten' Tr clew service 14 dinar t wo ".:a�5.C115 cu wwworgypoorcom " 3 a G+BMDrgIEtPaclfk DensGlass- Ultra Shaftliner Area Separation Walls �GrYp'JUrnT System Assemblies — -Haler Ratings V Construction Detail Assembly Components STC Tract Reference .w. Two layers 1" DensGlass' Ultra 6 UL DESIGN U373 Shaftliner inserted in H,Studs 24" o.c, ULC W312 ISI Min. 3/4"' air space between liner panels WHi GP/WA 120-03r 0 and adjacent wood or metal framing, 0 E— RAL TL89.383 Twa layers 1" DensGlass Ultra Shaftliner �' DESIGN UL U373 Inserted in H-Studs'24" o.c. Min, 3/4" air ULC DESIGN W312 ra Q space 4n both sidesmust.be.maintained WHI GP/WA 120.04 0 between brier panels and adjacent cO )lased on RAL TL89-383 Jim framing. Sound Tested w silli 2 x 4 .'tad wall with 1/2" DensArmor Plus" interior - �J 0 O panel each side of assembly and V 0 3-1/2" fiberglass insulation in stud" Q, space both sides. 9 C9d Part. Thickness: 3" 30 est. WHI 495-0743 Weight per Sq. Ft.: 9.5 W L� Two layers 1" DensGlass Ultra Shaftliner V, L inserted in H -Studs 24" a.c. Metal framing covered using 6" wide or 1/2" � <®< DensArmor Plus FireguardO Type C n interior Panel or 1/2" ToughRockm DESIGN7 Fireguard0Type C gypsum board. iireakaway clip facings and height of wall differ between UL Design U373 and WHI GP/WA 920-04. TJF CHECKED C+etyrgia PlTcifk Denrs6liassr*n Ultra Shaftliner Area Separation Walls aypsuro Installation Instruction The Georgia-Pacific Gypsum Area Separation Wall is constructed arcs 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" DensGlass°" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WHI/ITS GP/WA 120-04 Arra Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2" Area Separation Wall w 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundationwith fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4":beaead of acoustical sealant under the C -Track: to, maximize acoustical privacy. Run.lthe C -Track to theendof the foundation. In case of offsetunits, see 15 under Special Conditions, 2: Start the wail with a vertical C -Track at one end. Install two 1" shaftlinerpanels vertically with eithersidefacing out" into the C -Track at one and of the area separation wall. Install the H -Stud over the double beveled edges of the Shaftliner mels and continuealternately until the wail has reached the apposite en6ofthe foundation. Terminate the wall using a C -Track; The vertical C -Tracks at each end of the wall should be attached in Vie corners to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw: Note: some authorities may require labelling to be visible, 3. Cap the first section of the Area Separation Wal with a C -Track and attach to the vertical C -Track in the corners using a minimum of one 3/8" minimum length pan head screw. 4,'Breakawa clips span the minimum 3.4" airs ace and provide a fusible link between the H -Studs and the adjacent wall Y p p / p _p 1 framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8* minimum length part head screw and to the adjacent woad framing using a minimum ofone 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 horizontally: o i every H -Stud (24" o,c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 60" for the lower 20' and every 1 VT' for the upper 20" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall, When the WHI/ITS: Designn WHI GP/WA 120-04 Area Separation Wali assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o:G.) and horizontally on every other �-stud (48" o,c:). When ails total height of the ni g Area Separation on Wall exceeds 20'0"breakaway clips shall be installed vertically every 8'0" maximum for the lower 20'0" and every 10'0" maximum for the upper 48"0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Se-paration. Wall at each floor level as defined in Section 717,2,1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item 8. 6. To continue the wall instal a C - Track ctk over theGTr Gkused to cap the lower sacti n,placedback.. to back and attached together with two 3/8" pan head screws at ends and spaced 24" o:c. Stagger back to buck C -Track joints a minimum of 12". T If a parapet isn t specified, see SpoGial Conditions, item 11` fur two cods -compliant methods for installing a gypsum board roof underlayment. 8, Once the 2" Area ' r sa Wall al Is a acted, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for bath sides of the 2" Area Separation Wall. Aluminum Angle Clip 10 -Trach, Cap. Edrrla H -Stud, 25-ftoge or End closure u f t. , w a r r �.v yy j YM + 2.1/2" 2.114" _ . , .:. 2 `......._.. CAUTION: For product fire, safety and use information, "go to gp.coroiauWdo, 4 " tar latest PmrraraFmwi and uprratesr. Teclepracer Service Bodin L "or w!wvirr WWpsm Y6m M Arir'yalri �"R"�riri �i� R+iM Gypsum Details Pull Wali Fire blocking -as required 2 x 4 Stud framing _ m... Aluminum breakaway clip 3/8" Pan head screw Sealant Ultras Shaftlineair Area Separation Hoof deck per code requirement Roof truss Acoustic sealant (as required) Joist 2" C -track fastener 24" o.c, DensGllasWY" Ultra Shaftliner Area Separation Walls " Geaorgl94)aGIfic Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a minimum of one 3/8" minimum length 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 Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers Including CLAI KWEST'.ERN`Building 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 from Area Separation Wall . 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wallcan be designed as load'bearing. 5. The wail located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel n screw to attach the alumi- framing. When constructed using steal framing, use a minimum of one 3/8"` minimum length pa head sc a num breakaway clip, 6, The support walls located adjacent to, and oil 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 aesthetics, Thesewalls can be designed as load bearing and readily accommodate code compliant 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, Ther required 3 ace can be eliminated if the metal framing is covered on both faces with 6" wide, 112" DensArmor Plus" � /4" air � au r Plus Fireguard " T Fireguard e X or 5 B'" DensArmor s Fireguard Typo C or 112"` ToughfloGic� Fireguards Type C or 5/8 auglock g Type / g Type X gypsum board strips. The gypsum board strips are attached with 1"drywall screws spaced 12" o.c. to the metal framing. This primarily actors in accessible attic arass. Attic areas not accessible do not require the 6" wide gypsum board strips, B. The required fireblockin between floor levels m consist of 2" nominal lumber or two thicknesses of 1'" nominal lumber with roti g may broken lap joints or one thickness of 0.719" 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 " DensGlass'" Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable firoblor:k. (Section 717.2.1, 2006 IBC) 9, The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or wthout aars et. 10: At intersection of the solid 2.Area Separationaraiia Wall and theunderside of the structuralrad roof sheathing, cut Imor d nels at n ala to provide a tht fit to the structural sheathing,The 2" Area Separation Wall i not required to be capped using a C -Stud, Where the shaftliner panels ars not tighttt the structural ahsathing, appI an approved fireblockingSocking material (ase Special Conditions, #8) to both sides of the Area Separation Wall. 11, There are two code -compliant methods for installing a fire-resistant mof undedayment; the ledger strip method and the partial p g roof tlnderlayment method. In that 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 Wail. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of The ledgers are attached to the roof framing the roof sheathing and flush with the tap of the roof framing.edg g and form a continuous strip. The second method is using fire treated' plywood at least 4" on both sides of the Area Separation Wall, m Separation Wall should be protected in accordance with the 2006 IBC 12. Penetrations through the solid 2" Georgia-Pacific Gypsu Area spa Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop Systems. i accordance with the Area than Wall shall bo n aG orda e w 13, Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Separation 2006 IBC, Section 705.8: When the Georgia-Pacific Gypsum Area Separation Wail is designed as a Party Wali ("Any wall located on a property line betweenwssn adjacent buildings, which is used or adapted for joint service between the two buildings"') as listed in the 2006 IBC, ' SectionJ05.1 .1' s are not permitted. openings p g 1 ,Forspecialized end -ass areas such as bathrooms, the adjacent framed walls can be coveredwith DansShleid Tils Backer from Georgia-Pacific in lieu of standard paper -faced gypsu.m board or fiberglass mat faGsd interior panels. a Separation Wall n rut unit, The N -studs of the Area f of tends past alio runt or back edge o ad 15. An offset 'urs when one unit sac taGc lea Jg I ars not designed for hanging sheathingan cladding so planning is required before construction begins. There am two ways x4 wall can t the Area Separation Wall and adjacent 2 a s t r n concrete so the S f' option I, a au enough h can a s e to deal with the offset. The first p p g p 1 extend to the furthest most point. Sheathing and cladding Gan then be installed to the 20 wall, The second option is to ternmir ote the Area Separation Wall at the end of the shared wall and then construct a one hour wail to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUTION: For product Dire. sdulty and we ii4arcratian, go to gp.Giam/satotyia.a- rut latest wrifcarrnatim eW vpdotu% Tschgir:ul Service lJoInp,e I M,2Z5.InIS tar wwurr gpg ypArrrrtG.rurrn Densglasr„s- Ultra Shaftliner Area Separation Walls AIP6 Georgla4"acific G"Sum, Details Attic - Adjacent to TrUsseg" 1' DensGlass Ultra Shaftliner panels H -stud ------- No minimum air space Wood truss 6" Wide 1/2" DensArmor Plush Fireguard" Type C panels or "Only applies if solid wall is accessible. 1/2" Toughfiock' Fireguard Type C or T h11 ck Fireguard if not arcassible, the strips are not required, 5/[i" oug o �u l Type X or 1" DensGlass"" Ultra Shaftliner panels 1/2" DensArmor Plus gypsum panel or 1/2°' ToughRocV gypsum board I" DensGlass`" Ultra Shaftliner panels 2 HOUR SHAFT WAIL ASSEMBLY — INSTALLATION SPECIFICATIONS AND DETAILS �"Jj SCALE: N.T.S. 3/4" Minimum air space Design Ng. U273 August 19, 2008 Wall Rating ., 2 Hr (See Items 4, 4A and 40) Finish Rating - 120 Min (See Item 4) V4' 4114" 314' AIR, SPACE Alit $11PAC.»....,. . ,,' -' ,.,,m,. . » ,AIF '"'FlA "E a k` L ; , { t} r r, t 44 7 v - R , w t,5 " A ..�r T 1ryr i rl"a r ,. mm �. 18XP' %;. b "i'G:"i l?WX l t'bAl AREA SEPAR M.'ITTON A,i,,,f« 48W'9 a 1yz » Y1 _ v, E N m. J ria..:., ..., ;..... .... a ,M..... _,.�..,.. j k— ... . ,. ....:. _ , ,... 5 U w J U k . E 4 j 3,14'"AIR SPAQE 4� VTQ� WRIUMMAIJAMUM. AREA SEPARATION WALT.: — (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall -- 2-3/16 In, wide channel shaped with I In. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs -- Steel members formed from No, 25 MSG gary steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in, and flange width 1-1/2 in. 3. Gypsum Board* "- Two layers of 1 in. thick gypsum wallboard liner panels, supplied In nom 24 In. widths, Vertical edges of panels friction fitted into "H" - shaped studs" GEORGIA -PACIFIC GYPSUM L L C .-- Types'TRSL, DGUSL PROTECTED WALL; -- (Bearing or Nonbearing wall, as Indicated In Items 4, 4A and 4B) 4, Wood Studs — For 2 Hr, Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in, OC, Studs cross - braced at nnidheight where necessary for clip attachment. Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only, 1Corrosion rotected steel 4A. StsGst Studs — (As an alternate to Stem 4, not shown) —Por 2 Hr, bearing Wal Rating - p studs, mini No. 20 MSG (0,03:28 in., rain bare metal thickness) steel or min 3- 1/2 in. wide, min No, 20 GSG (0.036 In. arrack) galy Aee1 pr No. '"tl MSG (0°03 tri. thlr k) prinriad teplt gold'fprimed,: shalt be. designed.In sccprdance with the rt n t n; it tact- ael ' l A rCa a d S current eQition of the plf)cation iqr alio l7ekllprr Gil CPIL$=l�cr^nicd 'fit. . sktratlura F4a'ai7ers t�y%t'�1 Inst,atute, Ali dlsgi ci tFiis' nTiancing''the structural intag,'," aft well 4T ar_ y, Joe q# XI Oev lGradl g tae studs, shoal b old t?y the sal Budd ddshlr! 41d/ or Ftadut aro, IIJ10160,11 1, to . eti lGE 1ci'EaT "trgsraaitas Frs max sLwiiT40060" ifi ��ihiieaa � no a d � Ili ifi: atIi i tl� �r �r�tl cecili►a�., tracks with 1/2 in, long Type S-12 steel screws on tubas sides of surds oi*i4"dotbOltlilld Morlaq,t4rintit 0oftrieO to accordance with the AISI specifications, Top and burn tracks shall consist otslicot r�r " ; min tiie. 20 M03 (04329 In., min bare metal thickness) steel or min No. 20 GSG (0.036In, thick)` gaiv steel, or No. 20 MSG (0,033` in, thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls, Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O,C. Studs cross -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. Ranges and 1/4 in, return, spaced a max of 24 ln. OC,: Studs to be cut 3/8 to 3/4 in: less than assembly height, Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with run 1 in, long legs, attached tp.floor and, ceiling. with fasteners -24 in. OC max..Studs.cross*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. 5. Gypsum Board — Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically. wallboard' attached'to wood studs (Item 4) with 1-1/4 in.. tong steel drywall nails spaced' 12 In. OC. wallboard attached to steel studs (Item 4A or 4B) with I In.. long Type S steel screws spaced 12 in, OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nath 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 in, legs, Gips secured with one 'Type S screw 3/8 in, long to "H" studs and with, one Type W screw 1-1/4 In. long to wood, framingor'steel framing through holes provided in clip. Clips spaced a max of 10 it OC vertically between wood or steel framing and "H" studs for separation walls up to 23 it 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 (BKNV or BZJZ) Categories for names of Classified companies. UL -0373 2 HR WALE SCALE: N.T.S. System No. W—L 2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings - 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Ratinq at 4007 - 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, FASTENFR TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. AND T RATING OF THE FIRESTOP SYSTEM I S EQUAL TO THE HOURLY FIRE RATING OF THE WALL THE HOURLY F A Q 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: 0 2 IN. DIAM OR SMALLER FLOWGUARD GOLDOSDR11 A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM IA ( ) CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTEROSDR13.5 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 Reproducedroduced by HILTI Inc. Courtesy " I of q Underwriters Laboratories' Inc. V S SI F u Hilt) Firestop Systems June 20 2000 FIRE CAULK - HILTI SYSTEM No. W—L-2377 UP TO 2" CPVC & DRYWALL 1 TO 2—HOUR V,�NE Automatic Fire Sprinklers, Inc. SCALE: NONE 00203 PENETRATION PROTECTION 2 HR SCALE: N.T.S. 7' h C 0 Lai SD5 SHT OF V Z U 0 ISI O 0 0 E— � N Cn ra Q � 0 OCc d p--{ UD N El rn'-GHz^ cO LLJ �J 0 O V 0 w F Q, 9 C9d W LLB W L� V, L SD5 SHT OF 0 00 Cn Cn � 0 Lel Lel o L� � <®< n DESIGN7 DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SD5 SHT OF 5/ MC EX A� DC PE In q FIRE RETARDENT — TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA – POINT W/ 1 LAYER 5/8" TYPE G EA SIDE OF TRUSS 24" BACK IT BOX FIRE CAULK ALL JOINTS LASS EXT SHEATHING BETWEEN )CKING, OVERLAP WALL TOP )OF SHEATHING FIRE CAULK PLAN VIEW— TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT -----j PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH --�-, r�A� 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 r4__"� 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL SDS SCALE: N.T.S. WALLS AND INTERIOR PARTITIONSp ''FOOD FRAMED GA FILE NO. WP 3510 GENERIC 1 HOUR S 39 3TC FIRE S UN QYF'SIJI41 WALLBOARD, WOOD STUDS one layer 5W, type X gypsum Wallboard or gypsum veneer base qVied pug eel or at right angles to ea& side of 2 x 4wood studs 24" o.c. 6d mated nails, I'llso long, 0,0v6' shank, ''A" heads. 7e o.c. Jc is staggered 2411 on opposlle sides. (LOAD.BF- RING) T hicknew 4T '" Approx. W*lcgtut. 7 pst Fire Test UL 83511-47, , '9-1T'-65 UL Design 030,0; UL 813'19-129, 7-22-70, UL DwIgn U314 Sound Test. NOC 2,404,,10-14-70 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (0309) SCALE: N.T.S. WOOD TRUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SECTION A—A THROUGH TRUSSES 8c SHAFT LINER 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 SHAETLINER 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 SCALE: N.T.S. 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) EXTERIOR FACING 2X4 FURRING LAID FLAT AT GYPSUM PANEL PRODUCT F 24" O.C. MAX. MECHANICALLY 5/8 FIREGUARD AS SPECIFIEDTYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS INTERIOR WALL FRAMING 3/4" AIR SPACE I" DENSGLASS ULTRA SHAETLINER �N 2" H–STUD L-- I" DENSGLASS ULTRA SHAETLINER 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, D6 U373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C—TRACK q U;. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C EIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" 7—SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS N N (2) 1" SHAFT WALL LINER FIRE WALL ULA U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. 11 11 A F_ FIRE BLOCKING (2) 1 " SHAFT WALL LINER EIRE WALL U'L# U373 PER MANUF'R SPECS e 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 I UM CLIP PER F'R PRE—ENGINEERED RO F TRU ES AT 24" O.0 - A0 ` r 1/2" GYPSUM CEILING I ALUMINUM CLIP PER ME BACK TO BACK C—TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCREE -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) \-112" GYPSUM CEILING BOARD �— BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN z FASTENER AT 24" O.C. o Q w w w USE LIMEROCK AGGREGATE w PER SECT, 721 OF THE FBC w U� 2007 ED. TO GET 4" EQUIVALENT Iw THICKNESS (REF TBL 721.3.2). 1 VERIFY W/ BLOCK SUPPLIER Un THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. TYPICAL FOOTER— SEE FOUNDATION : 1/ "—"--" 11-1II—" � 2" MINIMUM CONCRETE SLAB 11��111�111—III PLAN FOR SIZE & REINFORCEMENT-=IIII IIL=III—= REINFORCED WITH FIBERMESH ON :III--III=IIL. III =III=III= 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR 0373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR FIRE WAIT DETAIL (U373) SCALE: N.T.S. Iw F -- a ®_ ry Lj s w � ®`®rrr►a�r►►►►� o add � eeeeeeeee•ee•e �r�`fd w �i► e : z ® z:c� I�11 w Ott J '. U v®� Z. U.1 � <t }e g ti ®ee C a G� �®®eeaee•er �•�� ��� J � � U 00L=jj�p Wz M E� �~ < C)o o�QU c� �4 !� k� � Cn 4 E--LLJ o x E ' Ca WC\2Lj� C� U Iw w cn LL_ wl ° 7 ® 00 Z www B _Jnr w cy < I wJ DESIGN "DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 - SD6 SHT OF APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL 1 ',.; ;. ., 'r APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN r: �.a BUILDER SPECIFICATIONS OVER PRIMED EAVE IN UPPER PORTION OF ATTIC SPACE. - .. " . INSTALL 6 WIDE 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES MIN 12" UP BOTH JAMBS OVER GALV. MTL LATH W/ #15 FELT 1' (i4 SEAL BALANCE OF FRAME (J" NOMINAL THICKNESS) 4 '' SELF -ADHERING MEMBRANE., .}. NON -EXPANDING FOAM L�fl � .. , .,. WHERE REQUIRED) R°OF PLASTIC ROOF CEMENT . °:: FLASHING OVERLAPPING BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 FLEXIBLE FLASHING LINE OF DOOR OPENING at SILL, FLUSH TO .IL. ..,,,. �'I IL.' INTERIOR FRAMING. .,.1.. r.. .,.,,, .. ... BLOCKING .. .. .,:' :: Lu INTO BOND BEAM. (SEE STRUCT. ENGINEER'S DOOR FRAME 0 c/) O TOP OF WINDOW ., II':I .1,'. PREEN. ALUM. FASCIA & DRAWN TJF TJF � I. :, PROVIDE 1" RAISED FRIEZE BD, W/ SMOOTH 88 d CEMENTITIOUS FINISH (PER ELEVATION) FINISHED TEXTURE COATING PER BUILDER DATE 06/22/11 #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT SHT OF ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CEMENTITIOUS APPLICATION. I:.:. I I (k" NOMINAL THICKNESS) INSTALL 6" WIDE SELF -ADHERING 4t ',; .' MEMBRANE FLASHING CUT HOUSEWRAP . FOLD HOUSEWRAP 1: ... INSTALL DOOR PLUMB, �, ;.,, DOOR FRAME OVERLAPPING":': !: ,� SELF -ADHERING EXTEND E 1'.'.'.'. .... 16, ',7�..... IN AND AROUND„,: ,...:.,,,.,, „.I:.:,., .. LEVEL AND SQUARE PER ';;; ;;':; ,.,.;.. .:::...:. ” '.'.'' ",; „:: MEMBRANE FLASHING 1": JAMBS MANUFACTURERS : J MIN BEYOND.AMB I. I I 1 I WRITTEN INSTRUCTIONS FLASHING r. j I chr r I: 1 I SET THRESHOLD IN SEE DOOR DETAILS FOR OF SEALANT FINISH/TRIM DETAILS f:.: APPLY SEALANT AT ,:. CORNERS AND FRONT' "' 4 EDGE OF THRESHOLD STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 N.T.S. DOOR FLASHING INSTALLATION DETAILS CUT HOUSEWRAP AT 45^ ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUS OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAI FLASHING MIN 1" SILL FLEXIBLE FL :MPORARILY )LD -UP & SEC )USEWRAP (OR )CK FLAP UNDI HEAD 'OLD HOUSEWR AT JAMBS & S SLOPE SILL R.( y 1 r . v JSTALL ;ELF -AD 4EMBRAI+ LASHINC JAILING I 1EAD :XTEND iELF-AD 4EMBRAP MIN B LASHINC rz� OPENING FLASHING DETAILS SCALIE: N.T.S. ALIGN FLASHING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF RE6 BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHIN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW PPLY j" NOM. -"— ONTINUOUS BEAD OF EALANT AT JAMBS ND HEAD or APPLY 0 BACK OF WINDOW AILING FLANGE IN NE W/ RE -PUNCHED HOLES R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL At, SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS %w ■ 4 ■ w I* WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 4. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNIQ SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. FINISH SECOND FLOOR PROVIDE CONTINUOUS j" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS J" OSB SUBFLOOR GLUED & SCREWED — 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 la BOND BEAM FULLY GROUTED & REINFORCED (SEE 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. Ila CONNECTIONS (" NOMINAL THICKNESS) PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S l o INSIDE AIR FILM (R-0.68) SPECIFICATIONS. I"x1j" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) T -NAILED INTO BLOCK. {I INTERMEDIATE WALE SECTION SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" 1 SEAL WINDOW FRAME 70 FINISHED TEXTURE COATING PER APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN INSIDE OF R.D. W/ BUILDER SPECIFICATIONS OVER PRIMED EAVE IN UPPER PORTION OF ATTIC SPACE. SEALANT AT SILL AND A 3 COAT CEMENTITIOUS APPLICATIO 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES MIN 12" UP BOTH JAMBS OVER GALV. MTL LATH W/ #15 FELT 1' TO FORM A BACK DAM. PAPER OVER APPROVE HOUSEWRAP. (i4 SEAL BALANCE OF FRAME (J" NOMINAL THICKNESS) 4 WITH SEALANT OR ' .}. NON -EXPANDING FOAM L�fl � (PROVIDE BACKER ROD M\N. e\jGN WHERE REQUIRED) R°OF PLASTIC ROOF CEMENT SELF -ADHERING BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 FLEXIBLE FLASHING NAILED OVER �x1� at SILL, FLUSH TO - INTERIOR FRAMING. INTERIOR VIEW STEP 9 BLOCKING FINISH SECOND FLOOR PROVIDE CONTINUOUS j" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS J" OSB SUBFLOOR GLUED & SCREWED — 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 la BOND BEAM FULLY GROUTED & REINFORCED (SEE 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. Ila CONNECTIONS (" NOMINAL THICKNESS) PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S l o INSIDE AIR FILM (R-0.68) SPECIFICATIONS. I"x1j" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) T -NAILED INTO BLOCK. {I INTERMEDIATE WALE SECTION SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" ATTR VENTILATIOJL_(FBC-R806) MIN. VENT AREA OF 1:150 OF TOTAL AT AREA OR 58 FINISHED TEXTURE COATING PER APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE BUILDER SPECIFICATIONS OVER PRIMED EAVE IN UPPER PORTION OF ATTIC SPACE. 3 COAT CEMENTITIOUS APPLICATIO 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER GALV. MTL LATH W/ #15 FELT OF �? PAPER OVER APPROVE HOUSEWRAP. SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL. 4� (J" NOMINAL THICKNESS) U/S OF SOFFITI ' FINISH SECOND FLOOR PROVIDE CONTINUOUS j" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS J" OSB SUBFLOOR GLUED & SCREWED — 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 la BOND BEAM FULLY GROUTED & REINFORCED (SEE 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. Ila CONNECTIONS (" NOMINAL THICKNESS) PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S l o INSIDE AIR FILM (R-0.68) SPECIFICATIONS. I"x1j" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) T -NAILED INTO BLOCK. {I INTERMEDIATE WALE SECTION SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" ATTR VENTILATIOJL_(FBC-R806) MIN. VENT AREA OF 1:150 OF TOTAL AT AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 6" O.C. EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATDN BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY. ENOUGH NAILS TO OF UNDERLAYMENT IN PLACE UNTIL COVERED BY \N SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL. 1 DRIP AT EAVES. U/S OF SOFFITI M\N\MMM $'� ' vp'(YONI pW L�fl � JPR�ES M\N. e\jGN R°OF PLASTIC ROOF CEMENT Q3 TYPICAL EAVE DETAIL SCALE: 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 dE r1 DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) ALUM. DRIP EDGE OVER - - J%1�" OVER 1j'x5�" SPR. ' FAscIA TOP OF PLATE _ PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING TOP OF WINDOWS 42 SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS J VENTED SOFFIT INSTALLED PER MANUFACTURER'S SD ? SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR �G 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES 2' PAINTED DRYWALL OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO 1"X31" STUDS © 16" O.C. (SEE STRUCT. ENGINEER'S HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL ENGINEER'S DRAWINGS) DRIP AT EAVES. 3„ BATT INSUL. FILLED (R-13) 58 1j" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER IoM -D7 GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED R OF STRUCTION HOUSEWRAP. EEvn HALT SHINGLES OVER #15 FELT PAPER ON 7/16" vpR\�Slsf� OSB SHEATHING WITH "H" CLIPS & ANCHORED TO NOMINAL THICKNESS) QqC� APPROVED ROOF TRUSSES @ 24"O.C. MAX, W/ 8d GUN R°°f NAILS 0 6" O.C. FINISH SECOND FLOOR ALUM. DRIP EDGE SET PL >PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT ROOF CEMENT & NAILED OVER BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF Dpi J%1�" BLOCKING TRUSSES 16" DEEP OPEN WEB FLOOR TRUSSES PE PREFIN. ALUM, FASCIA SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT FLOOR TRUSS LAYOU VENTED SOFFIT. CONNECTIONS TOP OF C.M.U. WALL d BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) i �< REINF. PRECAST CONS. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION INSTALL WINDOW PER WINDOW MANUFACTURER'S OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. SPECIFICATIONS &INSTALLATION INSTRUCTIONS NOMINAL THICKNESS) PER FBC-RES R613.6 & R613.7.5 {; GARAGE c, MI t 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS o GROUND FL 00R DRAWINGS FOR REINFORCING) �da . PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW a" PAINTED DRYWALL (R-0.45) 4e °O FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) ACTUAL WALL THICKNESS INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) 4 DRYWALL & �" CEMENTITIOUS 3, 4 xl A" PRESSURE INTO BLOCK TREATED STRAPPING @ 24" O.C. (R-1.10) °I FINISH = 98 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" Y 7� 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. I. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE 3;" POURED CONCRETE SLAB ON VAPOUR BARRIER # FINISH SLAB ON GRADE in 4' t a 4 t -- If ° A ° a 00 >- FINISH GRADE in d " FINISH GRADE ° / ° °O 11 a PLASTER SKIM COAT OR or q., b 4 PAINTED FOUNDATION WALL a a 77 ° 3 " CONCRETE SLAB ON 6 MIL. U/q I IARIEPOLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. CLEAN COMPACTED, TERMITE TREATED FILL. FOOTING NOTE POURED CONC, FOOTING SLAB THICKENING. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER SEE FOOTING DETAIL FOR SIZE & SEE ENGINEER'S DETAIL FOR SIZE & REINF.) REINFORCEMENT. ( COMPACTED FILL. YP I CAE O N E STORY WALE SECTION TYPICAE 2 STORY WALL SECTION 2 SCALE. N.T.S. SCALE. N.T.S. 7' 0 ry LLJ Li �F ����I►li�l(ll[llp�;lf O Q" � .0 N 00 0�0 0. W ®'i d �► ev = Z a 00 ^wed « cry L u a s • *0006099 h .I Q -C) - 1:2.1 I �OHQ�cc 0 I --I FN-+ W ILLdIVD ZHE-� CT LLJ a L LJ I V 0 TOP OF BLOCK O � _ PROVIDE MIN. R19 BATT INSUL. DRYWALL CEILING 0 00 PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT U/S OF SOFFITI ' BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES L�fl ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 NAILED OVER �x1� 1'_0" - JI x y REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" BLOCKING V.IV ;I, Lu INTO BOND BEAM. (SEE STRUCT. ENGINEER'S 0 c/) CONNECTION SCHEDULE) TOP OF WINDOW 0— 2—j PREEN. ALUM. FASCIA & DRAWN TJF TJF VENTED SOFFIT. I. :, PROVIDE 1" RAISED FRIEZE BD, W/ SMOOTH 88 d CEMENTITIOUS FINISH (PER ELEVATION) FINISHED TEXTURE COATING PER BUILDER DATE 06/22/11 #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT SHT OF ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CEMENTITIOUS APPLICATION. CONT. ROD IN FOOTING & BOND BEAM (k" NOMINAL THICKNESS) Q3 TYPICAL EAVE DETAIL SCALE: 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 dE r1 DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) ALUM. DRIP EDGE OVER - - J%1�" OVER 1j'x5�" SPR. ' FAscIA TOP OF PLATE _ PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING TOP OF WINDOWS 42 SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS J VENTED SOFFIT INSTALLED PER MANUFACTURER'S SD ? SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR �G 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES 2' PAINTED DRYWALL OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO 1"X31" STUDS © 16" O.C. (SEE STRUCT. ENGINEER'S HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL ENGINEER'S DRAWINGS) DRIP AT EAVES. 3„ BATT INSUL. FILLED (R-13) 58 1j" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER IoM -D7 GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED R OF STRUCTION HOUSEWRAP. EEvn HALT SHINGLES OVER #15 FELT PAPER ON 7/16" vpR\�Slsf� OSB SHEATHING WITH "H" CLIPS & ANCHORED TO NOMINAL THICKNESS) QqC� APPROVED ROOF TRUSSES @ 24"O.C. MAX, W/ 8d GUN R°°f NAILS 0 6" O.C. FINISH SECOND FLOOR ALUM. DRIP EDGE SET PL >PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT ROOF CEMENT & NAILED OVER BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF Dpi J%1�" BLOCKING TRUSSES 16" DEEP OPEN WEB FLOOR TRUSSES PE PREFIN. ALUM, FASCIA SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT FLOOR TRUSS LAYOU VENTED SOFFIT. CONNECTIONS TOP OF C.M.U. WALL d BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) i �< REINF. PRECAST CONS. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION INSTALL WINDOW PER WINDOW MANUFACTURER'S OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. SPECIFICATIONS &INSTALLATION INSTRUCTIONS NOMINAL THICKNESS) PER FBC-RES R613.6 & R613.7.5 {; GARAGE c, MI t 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS o GROUND FL 00R DRAWINGS FOR REINFORCING) �da . PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW a" PAINTED DRYWALL (R-0.45) 4e °O FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) ACTUAL WALL THICKNESS INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) 4 DRYWALL & �" CEMENTITIOUS 3, 4 xl A" PRESSURE INTO BLOCK TREATED STRAPPING @ 24" O.C. (R-1.10) °I FINISH = 98 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" Y 7� 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. I. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE 3;" POURED CONCRETE SLAB ON VAPOUR BARRIER # FINISH SLAB ON GRADE in 4' t a 4 t -- If ° A ° a 00 >- FINISH GRADE in d " FINISH GRADE ° / ° °O 11 a PLASTER SKIM COAT OR or q., b 4 PAINTED FOUNDATION WALL a a 77 ° 3 " CONCRETE SLAB ON 6 MIL. U/q I IARIEPOLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. CLEAN COMPACTED, TERMITE TREATED FILL. FOOTING NOTE POURED CONC, FOOTING SLAB THICKENING. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER SEE FOOTING DETAIL FOR SIZE & SEE ENGINEER'S DETAIL FOR SIZE & REINF.) REINFORCEMENT. ( COMPACTED FILL. YP I CAE O N E STORY WALE SECTION TYPICAE 2 STORY WALL SECTION 2 SCALE. N.T.S. SCALE. N.T.S. 7' 0 ry LLJ Li �F ����I►li�l(ll[llp�;lf O Q" � .0 N 00 0�0 0. W ®'i d �► ev = Z a 00 ^wed « cry L u a s • *0006099 h .I Q -C) - 1:2.1 I �OHQ�cc 0 I --I FN-+ W ILLdIVD ZHE-� CT LLJ a L LJ I V 0 O � _ 0 00 !� d L�fl JI x y V.IV Lu a 0 c/) Iry < 0 0— 2—j DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SD7 SHT OF UL 0338 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 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 r4_'_� SD6 cc FINISH SECOND FLOOR TOP OF C.M.U. WALL INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT 1NSUL. & �" 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 WALL SEE SHEET SD6 8" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) 8" 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. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES 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. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL 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 SEE STRUCTURAL ENGINEER'S 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 a a .d A 1 1. o 4 FINISH GRADE Cfl ° 00 o Q O� d i o PLASTER SKIM COAT OR a PAINTED FOUNDATION WALL L,4 32" CONCRETE SLAB ON 6 MIL. ARIE� POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 4 1 HOUR EXTERIOR WAIL SECTION (TYP) SDS SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer 5/s" 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. Fare layer 51s" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/B" 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 and joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. r5*'� UL DETAILS ��S JDS E Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25.72; ITS, 8-6.98 '4 4w a used in w0hs, odwrlsan 49 in., gMxum bwd to be insbIled % t . 6 UL DETAILS SDS UL DESIGN U338 Dug. a.. U936 September I5, 2910 fmn6earing or eudng Wall Rating —1 MR 3 (Sao lours 2 and IA) NOMh Nath g — Ona Layer of Wallboard —Min. 20 Min. Two Layers, all Wallboard — Min, 59 Min Load Restricted for Canadian Application — Sao duMa BXW7 4 1 2 '� r .;.. ir2a RIZONTAL SECTION I. Wand gouda — Nom 2 by 3 or 2 by 4 In., hat wlae, spaced 24 In. O.C. max, elfNlyely Rroatopped. Z. Gypsum board+ — For Nonboedng Wall ratIng — One layer of 5/9 In. thick, gypsum board secured to ..In elle of fib, ds. Gypsum board applied horizontally or vertically, unless specified below, with vemcal joints centered on studs, and nailed to studs and bearing plates 71n. O.C. with 6d cement coated Falls, 1-719 In. long, 0.0915 in. shank diem and 1/4 In. dram head. As an aRemate, No. 6 bugle head drywall Screws, 1-7/8 In. long, may be substituted for the 61 camant coated Falls. 28. Gypsum Board* — (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - Any 5/8 In. muck gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) category. Applied horizontally or vertka0y and attached W studs and bearing plates with 1-1/4 In. long Type W coarse thread gypsum panel steel ecrewe spaced a max 8 in. OC, with last screw I in, from edge or board. When used In widths other man 48 In., gypsum board W be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEILECO S A DE C V 2C. Gypsum Boards — Same as Item 2B. For Bearing Well rating wal — Additional layer of 5/8 In. thick, 4 it e wallboard each side of assembly. Attached to studs over Inner layer B 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 5 A DE C V 21). Gypsum Goiania — (As an alternate to item 2, not shown) - For Nonbearing Walt rating - 518 In. thick gypsum panels 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 81n. OC, with last Screw I In. from edge of board. When used In widths other than 481n., gypsum board to be installed hodzontelly. AMERICAN GYPSUM CO — Types AGX-1, AG -C CERTAINTEED GYPSUM INC — ProRoc Type C or PmRoc Type X CERTAINTERD GYPSUM CANADA INC — ProROc Type C or Profto , Type X TEMPLE-INLAND — Type TG -C 2E. Gypsum Board* — Same as Item 2D. For Bearing Wall rating — Additional layer of 518 In, thick, 4 R wide wallboard each"Ids of assembly. Attached to studs over Inner layer 8 In. O.C. max with 1-7/81n. long Type W coerce thread gypsum panel steel screws. AMERICAN GYPSUM CO — Types AGX-1, AG -C CERTAINTEED GYPSUM INC -- ProR9c Type C or Pirelli Type X CERTAINTEED GYPSUM CANADA INC — protein Type C or ProRFC Type X TEMPLE-INLAND -- Type TG -C 2F. Gypsum Boarda — (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 in, thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/41n. long Type W coarse thread gypsum panel steel Screws spaced a max 8 In. OC, with last 2 screws 1 and 41n. from edge of board or nalled as described In Item 3. When used In widths of Omer than 48 m., gypsum boards are to be Installed horizontally. TEMPLE-INLAND — GmenGlan Type X. TEMPLE-INLAND — Type X ComfortGuard $bund Deadening Gypsum Board. 21. Wall and Partition Facirtga and Ascaaaorlss* — (AS an alternate W Items 2 through 2M) — Nominal 518 in. thick, 4 R wide panels, applied vertically and secured as described In Item 2 or 2A. SERIOUS MATERIAL.9 INC — Types QuletRock ES, QuletROCk 527 3Joins and Nail Mea ds — Gypsum board joints of outer layer covered with paper tape and joint compound. Nail heads oi'ter layer covered with jbfnt compound. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied W the entire surface of Classified veneer baseboard with joints reinforced with paper tape. 4. Setts and Blankets* — (Optional) — Max Sin. thickness glass or mineral fiber belt Insulation. Sea Baths and Elan usti (BZIZ) category for names of Classifkd companies. 4A. FWW, Sprayed* — As an alternate W Batts and Blankets (Item 4) — Spray applied cellulase material. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 3.0 Ib/Ra. Alternate application method: The fiber Is applied with U.S. Greenflber LLC Type ADI00 hot melt adhesive at a nominal ratio of one part adhesive W 6.6 parts fiber W completely fill the endured cavity In accordance with the application Instructions supplied with the product Nominal dry density of 2,51b/ft. U S GREENFIBER L L C — Coctwn2 Stabilized or Cocoon -FIRM (Fire Rated Material) 48. 11 Sprayed* — As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied Cellulose Insulation material. The Fiber Is applied with water to Interior surfaces In accordance with the application Instructions Supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic rt. NO -WOOL CO INC — Cellulose Insulation 4C. Flbar, 5proyed* — As an alternate to Betts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. The minimum dry densm, Shall be 4.40 ms/n . INTERNATIONAL CELLULOSE CORP — Celber-RL Bring the UL Classification Mark UL DETAILS UL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES � PORCH OVERHANG DETAIL SDH SCALE: N.T.S. Z o Nsq- �s GM C14 S w 4 Isear N + 7- r 7— Z asca 75 0 r .e II,I ,• �s Q USS o \�S F— ~ C\2 co FIRE RETARDANT Z i/� C5a TREATED PLYWOOD C`\ LJ F Q (XJ SHEATHING ON PORCH ROOF QUO Uj O N � CU^ E—+ E -i VF,-^��'' Q'i � L L1 I nL Z �'�t„� W l,I�l •�•�r ILJLJI d �-1 W Tp_ hi 0 Ll I II r LTJ ry DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905117 SCALE AS NOTED DATE 06/22/11 -SD8 SHT OF 2 LAYERS 5/8" TYPE "X" ° 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 SDH SCALE: N.T.S. Z o Nsq- �s GM C14 S w 4 Isear N + 7- r 7— Z asca 75 0 r .e II,I ,• �s Q o Z 0 � F— ~ C\2 co Z i/� C5a L LJI LJ F Q (XJ Uj O N � CU^ E—+ E -i VF,-^��'' Q'i � L L1 I nL _., �'�t„� W l,I�l •�•�r ILJLJI d �-1 W Tp_ hi 0 Ll II r LTJ ry DESIGN DRAWN TJF � 00 Z p� vd d b L LJI L L1 I o Tp_ 0 Ll II r n J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905117 SCALE AS NOTED DATE 06/22/11 -SD8 SHT OF GENERAL NOTES: 1, ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) # 12AWG WIRES, PLUS A MINIMUM OF # 12AWG GROUND WIRE UNLESS OTHERWISE NOTED. ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING, ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 1/211. 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS, 4. CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 5. PROVICE IDENTIFICATION, AS SPECIFIED IN THE 2008 NEC 230.2(E), AT EACH METER LOCATION. 6. DRAWINGS COMPLY WITH FBC 13-413. 4x4 BOX WITH SINGLE GANG MUD RING FOR VERIZON PUNCHDOWN TERMINAL DEMARK JACK. WIRE AND AS REQUIRED BY TELEPHONE COMPANY FO ( JACK BY TELEPHONE COMPANY 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND ABBREVIATIONS AND ACRONYMS A AMPERES KW KILOWATT AC ALTERNATING CURRENT LTG LIGHTING ADA AMERICANS W/ DISABILITIES ACT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTION AFG ABOVE FINISHED GRADE MCU MASTER CONTROL UNIT AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CATV CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASS. CONC CONCRETE NF NON-FUSED COND CONDUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CU COPPER NEC NATIONAL ELECTRICAL CODE DISC DISCONNECT NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER NL NIGHT LIGHT EF EXHAUST FAN O.C. ON CENTER ELEC ELECTRICAL P POLE EM EMERGENCY PNL PANELBOARD EMS ENERGY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL EX EXISTING RM ROOM FA FIRE ALARM SPEC SPECIFICATION FACP FIRE ALARM CONTROL PANEL SS SYPER SAVER OR STAINLESS STEEL G GROUND TYP TYPICAL GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED GND GROUND V VOLTS GRC GALVANIZED RIGID CONDUIT VAV VARIABLE AIR VOLUME HVAC HEATING, VENTILATING AND AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE J JUNCTION W WIRE KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF KVA KILOVOLT -AMPERES CHECKED: 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS LIGHTING SCHEDULE $3 MARK DESCRIPTION $4 LAMPSQTY TYPE MOUNTING VOLTAGE MANUFACTURER REMARKS A 2 -LAMP FLUORESCENT FIXTURE 2 32W T8 CEILING 120 PROGRESS LIGHTING - GARAGE B1 4 -LIGHT VANITY WALL MOUNT 4 40W A19 WALL 120 PROGRESS LIGHTING P3298-15 BATH BAR - 4 -LAMP B2 6 -LIGHT VANITY WALL MOUNT 6 40W A19 WALL 120 PROGRESS LIGHTING P3299-15 BATH BAR - 6 -LAMP C ROUND MUSHROOM CEILING MOUNT FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P3408-30 HALLWAYS, CLOSETS, UTILITY ROOM, GARAGE D DOWNLIGHT 1 65W BR30 CEILING 120 PROGRESS LIGHTING P87-AT/P8066-28 KITCHEN E SINGLE LAMP PENDANT FIXTURE 1 60W A19 SUSPENDED 120 PROGRESS LIGHTING P3788-33 FOYER HANGING PENDENT F CEILING FAN WITH LIGHT KIT 3 60W A19 CEILING 120 SELECTED BY OWNER - G COACH LIGHT 1 60W A19 WALL 120 PROGRESS LIGHTING P5682-31 WEATHER RESISTANT H CEILING MOUNTED PORCH FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P5744-31 PORCH I DOWNLIGHT 1 60W A19 CEILING 120 PROGRESS LIGHTING P87-AT/P8009-60 SHOWER LIGHT J 4" LOW VOLTAGE IC HOUSING DOWNLIGHT 1 50W MR16 CEILING 120 JUNO IC44, 440 -WH TRIM OFFICE, COORDINATE SELECTION WITH OWNER K I TRACK LIGHTING (67R 8') 4 50W MR 16 CEILING 1 120 17UNO R701WH, R6WH, R8WH OFFICE, COORDINATE SELECTION WITH OWNER 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS JULY 11 2011 SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 a FOUR-WAY SWITCH POWER DUPLEX RECEPTACLE 0 DUPLEX GFI RECEPTACLE "WP" DENOTES WEATHERPROOF COVER El DUPLEX RECEPTACLE ABOVE COUNTER HEIGHT �1 DUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT DUPLEX RECEPTACLE CONTROLLED BY LIGHT SWITCH ® DRYER OR RANGE RECEPTACLE RECEPTACLE, 2 POLE COORDINATE TYPE WITH EQUIPMENT 0 CEILING MOUNTED GFI RECEPTACLE (2J CODE SIZED JUNCTION BOX WITH BLANK IDENTIFIED COVER ® FAN RATED JUNCTION BOX IN CEILING A^ METER PANEL 0, DISCONNECT LIGHTING r -m -nil ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC, ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE, 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14, WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 17. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM AS INDICATED IN DRAWINGS. SYSTEM SHALL BE UL LISTED, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS, AND SHALL BE INTERCONNECTED TO ACTIVATE ELEVATOR RECALL SYSTEM. 18. ALL CIRCUITS BREAKERS SERVING SUPPLYING OUTLEST IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). 19. ALL RECEPTACLES IN KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNRROM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNIT SHALL BE TAMPER RESISTANT. CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. 2, CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL, OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ ENGINEER, TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK I8 INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS, ACCEPTANCE TESTING 1, UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC,, TO PERMIT INSPECTION AS REQUIRED. AS -BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDUMS AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET, THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE, PROTECTION 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ ENGINEER, EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/ OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. t i DDC Engineering, Inca 4083 South U.S, Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321,633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11 2011 REVIEW SET PERMIT SETVN BID SET CONSTRUCTION SET 0 AS BUILT El REVISIONS mmmmmmmmmmmm 0 W Fri 0 W 0 z 0 ITI " 14 ca O4 C^ a �D H 494 1.4 Z^•• M 414U V C 0 h rV, W SHEET NO.: y�l �•�/ E-1 T, V DRAWN: JMF CHECKED: DAD r APPROVED: DAD MM vxmmmxm� 77. � 54738 '•, OV O. Ca ` ONA� I/' 1/;\ \`�� 1i Co yr!L 2 , DDC Engineering, Inc. nommmmmm .:. DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS 4 o_ E x W w Q Q 0 z ■s�■s�s�■.es 7 -9..914k 9 o. ST QNA� Cop ri ht ® 2011, DDC En�'neerin , Inc. J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = 1'4' FIRST FLOOR ELECTRICAL PLAN 1/4" = l'-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PANEL: P3A RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT N GND C 0 CKT NO. EQUIPMENT SERVED KVA [CKT. BKR. POLE TR 0 BRANCH CKT N GND C 1 AC -3 9.50 2 60 6 - 10 3/4" A 2 BEDROOM 1.25 1 120 12 1 12 1 12 1/2" 3 1 1 1 6 B 4 BEDROOM 1.25 1 120 12 1 12 1 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4".L 6 MASTER BEDROOM 1.73 1 120 12 12 1 12 1/2" 7 1 _I_ -1- 10 B 8 LIGHTING RECEPTACLES 1.38 1 120 12 12 12 1/2" 9 WATER HEATER 4.50 2 130 10 10 3/4" 1 A 1 10 MASTER BATH .580 1 120 12 12 12 1/2"1 11 1 1 I -L 10 IB 12 BATH .780 1 120 12 12 12 1/2" 13 RANGE 12.0 2 150 8 - 10 3/4" 1 A 14 GARAGE & EXTERIOR LT/REC .600 1 120 12 12 1 12 1/2" 15 _J_ _I _L 8 IB 16 LIGHTING RECEPTACLES 1.13 1 120 12 12 1 12 1/2" 17 DRYER 5.00 2 130 10 1 - 10 3/4" 1 A 18 LIGHTING RECEPTACLES 1.19 1 120 12 12 1 12 1/2" 19 _ _L -L 10 11/2" JBI 20 KITCHEN RECEPTACLES .540 1 20 12 12 1 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1 2" A 26 BATHROOM RECEPTACLES .720 1 20 12 12 12 11T 27 MICROWAVE HOOD 1.50 1 20 12 12 12 1/2" B 28 29 REFRIGERATOR 1.50 1 1 120 12 12 12 12j A 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-5001 POWER CO. TRANSFORMER 120/240V,I-PH lh SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA (0, 100% = 10000 VA REMAINING 24022 VA @ 40% = 9609 VA HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA Ci), 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29109 VA 120/240 VOLT SERVICE/FEEDER LOAD 122 AMPS MAIN BREAKER : 150 AMPS NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 PANEL P3A 150 AMP MLO 120/240 VOLT 10-3W 150AD AIC: 22,000 BUILDING 2 STEEL BUILDING [STRUCTURE CONC. FOOTING- 2 #6CU TELEPHONE/CABLE CABNET FOOTING ----------- -------------- -- STEEL BAR -- ------- I --------------------- 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM- N.T.S. . . .. .......... DATE JULY 11, 2011 REVIEW SET WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C . . .. .......... DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS 4 0 E U C!� w Q w Q C5 z ELECTRICAL PLAN 1/4" = l'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN AT'T'IC POWER CO. TRANSFORMER 120/240V, 1 -PH lh SERVICE FEEDER. CALCULATIONS: GENERAL LIGHTING: 1743 SQ. FEET x 3 VA = RATING: SMALL APPLIANCE 150 AMP MLO 4500 VA LUG LOCATION: TOP OR BOTTOM A.I.C.: 1500 VA RANGE 22,000 12000 VA PANEL. P5 SERVICE: 5000 VA 120/240V, 10-3W MOUNTING: SURFACE DISHWASHER 1200 VA CKTCKT. BKR. BRANCH CKT 0 CKTJ EQUIPMENT SERVED KVA CKT. BKR. BRANCH CKT N0, EQUIPMENT SERVED KVA POLE TR 0 N GND C N0. 1POLEITRI 0 IN IGNDI C 1 AC -3 9.50 2 60 6 - 1 10 3/4" Al2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 - I I -L 6 BI 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3 4" Al6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2'. 7 1 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2"1 9 WATER HEATER 4.50 2 30 10 - 10 3 4" Al10 MASTER BATH .580 1 20 12 12 12 1 2" 11 � � ._I_ 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" Al14 GARAGE & EXTERIOR LT/REC .600 1 20 12 12 12 1 2" 15 1 _L -L 8 B 16 LIGHTING/ RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING/ RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 10 B 20 KITCHEN RECEPTACLES 540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1 2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL 300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1 2" A 26 BATHROOM RECEPTACLES .900 1 2012 12 12 1/2" 27 MICROWAVE/HOOD 1.50 1 20 12 12 12 1/2" B 28 29 REFRIGERATOR 1.50 1 20 12 12 12 1 2" A 30 REMARKS: - PROVIDE GROUND BUS 8v NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. E-5001 30 CIRCUIT POWER CO. TRANSFORMER 120/240V, 1 -PH lh SERVICE FEEDER. CALCULATIONS: GENERAL LIGHTING: 1743 SQ. FEET x 3 VA = 5229 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE REVISIONS 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34229 VA THE FIRST REMAINING 10000 VA @ 100% = 24229 VA a, 40% = HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 \;:: 150AD PANEL P5 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING 2 STEEL BUILDING STRUCTURE C CONC. FOOTING 2 FOOTING ---------- -------------- -- STEEL BAR __ ------- j -------------------- 10'x5/8"D METALLIC GROUND ROD WATERPIPE 10000 VA 9692 VA 9500 VA 29192 VA 122 AMPS : 150 AMPS #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. WIRE SCHEDULE ® COPPER 1 34/0, 1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET 0 CONSTRUCTION SET F] AS BUILT REVISIONS z O E w Q w Q z ------------------ ELECTRICAL PLAN 1/4" = 1'4" FIRST FLOOR ELECTRICAL PLAN - 1/4" = F-0" SECOND FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. RECEPTACLE AND ?ULL LITE IN ATTIC PANEL: P6 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT N GND C O CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TRI 0 BRANCH CKT 1 N IGNDI C 1 AC -3 9.50 2 160 6 - 1 10 3 4" A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 _L 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3 4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1 2" 7 � - 1 10 B 8 LIGHTING/ RECEPTACLES 1.38 1 20 12 12 12 11T 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1/2"1 11 1 -L J..- 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/V A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1/2" 15 � 11 � 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 � _ 1 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2"1 21 WASHER 1.50 1 20 12 12 12 1/2"' A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1 2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1 2" A 26 BATHROOM RECEPTACLES 720 1 20 12 12 12 11T 27 MICROWAVE/HOOD 1.50 0 1 1F27 12 12 12 1/2" B 28 29 REFRIGERATOR 1.50 1 0 12 12 12 1 2" A 30 REMARKS: - PROVIDE GROUND BUS 8v NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH 1h SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1886 SQ. FEET x 3 VA = 5658 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34658 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 24658 VA @ 40% = 9864 VA HEATING DEMAND 15000 VA C 100% = COOLING DEMAND 7000 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 15000 VA NET COMPUTED LOAD 34864 VA 120/240 VOLT SERVICE/FEEDER LOAD 146 AMPS MAIN BREAKER : 150 AMPS -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 0 150AD PANEL P6 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING BUILDING 2 STEEL STRUCTURE C CONC. FOOTING- 2 FOOTING ----------- -------------- -- STEEL BAR __ ----- I --------------------- 10'x5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. DATE JULY 11, 2011 REVIEW SET WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET F AS BUILT mommm REVISIONS 4 O E w Q mmmmmmmmmmmm O Q F.y W O d a �Ty Z 0 SHEET NO.: E=8 DRAWN: JMF CHECKED: DAD r `� APPROVED: DAD DaviSilva _= No. _ 0 ." STATE Cowrieht 0�0'Ll./b�LYHhi�lwe `n~e1�nC. INSULATE SUCTION LINE SUPPORT FROM CONDENSING UNIT STRUCTURE ON CONCRETE PAD TRANSITION INSULATED SEAL WATER -TIGHT BOX FLEX DUCT SUPPORT FROM STRUCTURE 4" FIBER MESH CONCRETE AT / 6" ABOVE TO EVAPORATOR COIL 3000 PSI JJJ ANCHOR GRADE BOTH SIDES MAXIMUM 2 PIPES PER CONDUIT, TYP. Al LIQUID AND SUCTION LINES SCHEDULE 40 PVC CHASE DUCT SUPPORT UP FROM BELOW GRADE PROVIDE SADDLE SUPPORT ® ----ANGLE BRACKET INSULATE BACK OF ALL Al -TEK-SCREWS DISTRIBUTION DEVICE a CONDENSER PAD �o CEILING CAUTION: USE CARE. DO NOT PUNCTURE THE CONDENSER COIL. TYPICAL DUCT / M 1 CONDENSER UNIT DETAIL M2DIFFUSER DETAIL N.T.S. M-DO11 N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 AIR FLOW FFUSER SUPPLY AIR SUPPLY DUCT FLEX CONNECTION AC CLOSET WALL i� REFRIGERANT LINES P -TRAP / V CD TO EXTERIOR AIR HANDLER ON EQUIPMENT SUPPORT INSULATED RETURN AIR PLENUM. MINIMUM 24" ABOVE FLOOR. 4" PVC CHASE TO EXTERIOR SIDE WALL GRILLE WITH FILTER FLOOR PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) DISCONNECT SWITCH - CEILING IFAN GRILLE NEOPRENE FLEXIBLE CONNECTION (TYP.) EA DUCT M 3 TYPICAL AC INSTALLATION M CEILING FAN DETAIL M-DO08 N.T.S. M -DO 12 N.T.S. LEGEND / ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC AIR CONDITIONING J' 90° ELBOW W/TURNING VANES CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE O THERMOSTAT EF EXHAUST FAN CD CONDENSATE DB/WB DRY BULB/WET BULB OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) MBH THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE ENT FIRE DAMPER KW KILOWATT NO ROUND INSULATED FLEXIBLE DUCT MCA MINIMUM CIRCUIT AMPS FAN VOLT/ OR MANUAL BALANCE DAMPER ® SUPPLY DIFFUSER VOLT/ ® RETURN DIFFUSER DIFFUSE ®_11�TYPE 450 CFM DIFFUSER OR GRILLE DESIGNATION ® OR QI EXHAUST GRILLE OR FAN I M-SO04 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP SPLIT SYSTEM SCHEDULE DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MARK NOMINAL CFM O.A. CFM ESP THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL COOLING CAPACITY 4, ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, ELECTRICAL DATA (OUTDOOR UNIT) ELECTRICAL DATA INDOOR UNIT) DIAM. N( INDOOR AMB. ENT ENT SENS TOT NO COMP NO FAN FAN VOLT/ MCA FAN KW STAGE VOLT/ MCA OUTDOOR SHALL BE INSTALLED BY THE ROOFING CONTRACTOR, INSURE THAT AMPLE BOOT 101-200 OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) HP PHASE 25 HP HEAT PHASE F AC-1/CU-1 600 0 .5 95 80 67 1 13.2 1 18.2 1 1 1 7.2 1 1 1 0.6 1/15 240/1 10 1/8 5 1 240/1 36 12x10 AC-2/CU-2 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 1 3. AC -3U-3 /C 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/ 1 18 1 2 5 1 240/ 1 47 3. 25 24X24 801-1900 NOTES: 1. MOUNT UNIT IN VERTICAL POSITION. 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. SWD SIDEWALL METALAIRE 101-250 2. INSTALL AND ANCHOR CONDENSER UNIT TO 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10, PROVIDE PROGRAMMABLE THERMOSTAT. 1, 2, 3 251-400 18x6 STRUCTURE. DIFFUSER WITH DISCONNECT. SWR SIDEWALL METALAIRE 0-1600 3. MIN. SEER OF 14.0 - 7. PROVIDE 1" PLEATED FILTERS. RETURN RHF SERIES 4, PROVIDE AUXILLARY OVERFLOW SWITCH. 8. PROVIDE 5 YEAR WARRANTY. REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. I M-SO04 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS RPM HP EF -1 ICEILING1 50 1 0.25 1 46 1 1680 - DIRECT RESTROOM 1 10 1 115/1 1 SWITCH NUTONE 1,2,3,4 NOTES: 1. PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2. PROVIDE BAKCDRAFT DAMPER. 4. PROVIDE VIBRATION ISOLATORS. FLEX DUCT SCHEDULE CFM DUCT SIZE 0-100 6"0 101-250 8"0 251-400 10"0 401-700 12"0 701-1000 14"0 1001-1500 16"0 1501-2000 18"0 *USE AIRFLOWS ABOVE FOR BOTH SUPPLY AND RETURN. " M-SO02 MECHANICAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR OTHER EQUIPMENT. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR MANUFACTURERS COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL DUCT WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4, ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, MODEL NO. RTU GAS EXHAUST OR PLUMBING VENT. 5. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL DIAM. MOVING MACHINERY. 6. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED 25 INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR ® PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS METALAIRE SHALL BE INSTALLED BY THE ROOFING CONTRACTOR, INSURE THAT AMPLE BOOT 101-200 OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT 12x10 PENETRATIONS REQUIRED. 10. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN. LV SERIES EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH 201-300 WALL MOUNTED WORK. AIR DISTRIBUTION DEVICE SCHEDULE PERMIT SET BID SET CONSTRUCTION SET FLET AS BUILT REVISIONS MANUFACTURERS CFM MAX. NECK DUCT TAG TYPE MODEL NO. RANGE N.C. SIZE DIAM. REMARKS (IN.) 0-100 25 12x6 6 ® SUPPLY METALAIRE 101-200 25 12x10 8 DIFFUSERS LV SERIES 1,2,3 201-300 25 12x12 1p 301-400 25 18x12 12 0-150 25 12x6 - 151-250 25 12x10 - CEILING METALAIRE GRILLE LVD SERIES 1,2,3 251-450 25 12X12 _ OR 451-800 25 20x20 - ® 25 24X24 801-1900 SWD SIDEWALL METALAIRE 101-250 25 12x6 1, 2, 3 251-400 18x6 DIFFUSER LVD SERIES SWR SIDEWALL METALAIRE 0-1600 25 30x24 - 2, 3, 4 RETURN RHF SERIES REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4. PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 1. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). FLOAT SWITCH IN THREADED CAP, SECONDARY DRAIN LINE HAND TIGHTENED TO DISABLE AHU SHOULD THREADED CAP WITH Y2"O SECONDARY DRAIN LINE HOLE DRILLED IN TOP, ACCUMULATE WATER. HAND TIGHTENED. AIR HANDLER SLOPE TO UNIT DRAIN DRAIN PAN CASING SLEEVE UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 11 TIMES FAN SUCTION S.P. B = %" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH Y4" ARMAFLEX CONDENSATE DRAIN M5 P -TRAP DETAIL N.T.S. M-DO02 JAECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES, CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA MECHANICAL CODE, 2007 FLORIDA PLUMBING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA, PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DUCTWORK THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475 -FR, 1 1/2" THICK FIBERGLASS DUCT (MIN R -VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED, AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/ MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC -30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF %4" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U -BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY RUSKIN MODEL ELF6375D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS i /^1T T n MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR a 4"0 D VENT MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR ENT OOF PLUMBING PLAN TYP 1/8" = 1'-0" FIRST FLOOR 3" SS UP PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 2" VENT '- UP r \�Y 3"SS UP 4" 1'/2' i�co I I I I SCO 3" 3"SS UP 3" 3" W% L,. \-2" S1 SEWER RISER #1 - N.T.S. R 3"SS DN 2" 3.. C I S2 SEWER RISER #2 N.T.S. PLAN NOTES$ 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3 VTR 3"SS DN--" S3 SEWER RISER #3 N.T.S. DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT M REVISIONS 1" CD UP REF PIPING UP EF - MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = F-0" SECOND FLOOR m Eco I I PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 2" VENT ��'-----� UP� T' �•-' I 1y2" I '4� S1 SEWER RISER # 1 - N.T.S. 3" VTR- ----------- 3" TR-----------3" SS UP �------- I F17 [ 3" SS UP 2" r W r�'yfi LAV LAV 3" SS DN S2 PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR I 3."SS UP 3° UP 2" VTR JI I I I I I I I I I 2" WC 3"SS DN -\ 2" 2" 3" SS DN S4 3" SS DN � /"'S3 S2 SEWER RISER #2 - N.T.S. 2" VTR I I 2" VENT-/ FROM BELOW I 3"SS DN S3 SEWER RISER #3 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6, PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB, 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3"SS DN 3" VTR JI I I I 2" I �� I .' nn I .' S4 SEWER RISER #4 - N.T.S. mm DATE REVISIONS L Ii I MECHANICAL PLAN 1/4" = P-0" FIRST FLOOR MECHANICAL PLAN - 1/4" = P-0" SECOND FLOOR 2 '0 ROOF -3 s 0 2" VENT rrn w S1 SEWER RISER #1 N.T.S. 3" SS UP 3 SS OF > 1y2" PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 2" V UP 3" c ti UP PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR PLAN NOTES: 1, MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2, ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3, ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 2" VTR ' 2" VENT I FROM -2, j 2 BELOW 1%'311 Y %' j A� �I d WC 3 3"SS DN S2 SEWER RISER #2 N.T.S. 3"SS DN S3 SEWER RISER #3 v NN Lig S4 SEWER RISER #4 N.T.S. DDC DATE JULY 11 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS W Oft EF -1 MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = P-0" SECOND FLOOR n 11 1 TnIn PLAN NOTES: M# 1, MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA, 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" OR 6" PVC CHASE AS NEEDED, 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR PLUMBING PLAN 1/8" = F-0" SECOND FLOOR SEE S2 3" VENT UP 3"SS UP r. 1X/21 WC _I IN SEE S3 S4 r' I ,r' I 1%" �r� I 1%2 i o 3"SS UP YY S1 SEWER RISER # 1 N.T.S. 2" VENT TO 3" VTR r' r' +„ r r' r' F� 2" VENT FROM BELOW -1Y `.. I I 3"SS D 311 3" 172 i 43" 2, 2 211 S2 SEWER RISER #2 - N.T.S. 2" VENT 3" VTR J II` .� / 1 2" VENT r' I 1 � I I I 1Y2 I WC � 2 I 3.. 211 L \ 2„ 2.. 3 3" 3" 3"SS DN S3 SEWER RISER #3 - N.T.S. REVISIONS sommoommoom DATE L 3" SS JULY 11 2011 DN --, L REVIEW SET 3 SS - r - _ W � � PERMIT SET UP O L—JL _J BID SET ----WC �IAV CONSTRUCTION SET 2" VENT S 1 2" VENT DN AS BUILT F UP I PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR PLUMBING PLAN 1/8" = F-0" SECOND FLOOR SEE S2 3" VENT UP 3"SS UP r. 1X/21 WC _I IN SEE S3 S4 r' I ,r' I 1%" �r� I 1%2 i o 3"SS UP YY S1 SEWER RISER # 1 N.T.S. 2" VENT TO 3" VTR r' r' +„ r r' r' F� 2" VENT FROM BELOW -1Y `.. I I 3"SS D 311 3" 172 i 43" 2, 2 211 S2 SEWER RISER #2 - N.T.S. 2" VENT 3" VTR J II` .� / 1 2" VENT r' I 1 � I I I 1Y2 I WC � 2 I 3.. 211 L \ 2„ 2.. 3 3" 3" 3"SS DN S3 SEWER RISER #3 - N.T.S. REVISIONS sommoommoom [PLUME DETAIL ss- ------------- 0 S-0 F VTR ATTACH TO STRUCTURE CONTINUOUS THREADED ROD U -BOLT WATER COVER FIN. FLOOR MAY EXTEND KW PER ELEMENT FOR WALL CONST, SEE ARCH. DWGS. CLEANOUT PLUG EXPANSION TOTAL KW ° v. ° a Q v a . ° a a' v REVISIONS PIPE INSULATION Q a v Q ° AS WASTE 1 4.5 1 4.5 208/17 TANK )WING: LLVE. 'ANK HW PIPE v ° ° a v OR VENT COUNTERSUNK PIPE KOHLER OR OWNER d ° ° o a Q WATER CLOSET FLOOR MOUNTED, SCREW - 4 EQUAL TO CLEANOUT SELECT LAV LAVATORY ADJUSTING COLLAR TEE I POLISHED S.S. OR EQUAL OWNER TO FAUCET CLEANOUT PLUG AND ACCESS COVER 3/4" T&P BODY. SEE SPECS. e OWNER RELIEF VALVE EWH SHOWER SEE BELOW FOR VALVE PIPE SADDLE 1/2" RISER EQUAL e •� 18 GA., 18" LONG) %8 BEND FULL SELECT A BATH TUB 1" 1/2 PIPE SADDLE WASHER (TYP.) OR SIZE, 4" MAX.TO _may SEE BELOW FOR VALVE ---- DRAIN PAN (TYP.) UNISTRUT OR SELECT REF REFRIGERATOR �-- — WASTE LINE w/ 2 ALL INSULATION PASSES ANGLE IRON LOCKNUT (TYP.) PLUG IF END OF LINE PLASTIC VALVE LENGTH TO SUIT ANTI -SYPHON I VACUUM BREAKER THRU HANGER UNBROKEN Y TO MOP SINK SIZES UP TO 3" MULTIPLE OWNER FURNISHED __________ 0 1/2" 2" 1/8 BEND AT END OF LINE CLEANOUT BALL VALVE (TYP) FLOW SELECT SINGLE OWNER DW DISH WASHER OWNER FURNISHED 1/2" 1/2" 1 1/4" i TO DRAIN VALVE SELECT SINK STAINLESS STEEL ELKAY OR OWNER SK (DOUBLE) (18 GA.) W/ 1/2" DRAIN PAN DIELECTRIC EQUAL TO GOOSENECK FAUCET WASTE LINE UNION (TYP) INSULATED*NOTE: NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS, 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM CP -1 NOT REQUIRED PIPE HANGER DETAIL 2 FLOOR CLEANOUT DETAIL WALL CLEANOUT DETAIL WATER HEATER DETAIL N.T.S. P-DO05 N.T.S. P-DO06 N.T.S. N.T.S. P -D### [PLUME DETAIL ss- ------------- 0 S-0 F VTR PLUMBING FIXTURE SCHEDULE ELECTRIC WATER HEATER -p—] KW PER ELEMENT NUMBER ELEMENTS MARK TOTAL KW VOLTAGE REVISIONS RECOVERY I (GPM) @ 100°F MANUFAC'I 37m l0°F 1 4.5 1 4.5 208/17 12 1 A.O. SMI' )WING: LLVE. 'ANK HW WASTE MODEL PLUMBING FIXTURE SCHEDULE PERMIT SET DESCRIPTION / PIPE SIZE MANUFACTURE/ CONSTRUCTION SET MARK EQUIPMENT F] REVISIONS NOTES ACCESSORIES CW HW WASTE MODEL PLASTIC ELONGATED SEAT, KOHLER OR OWNER WC WATER CLOSET FLOOR MOUNTED, 1' - 4 EQUAL TO TANK TYPE SELECT LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2" 1/2" 11/4" OR EQUAL OWNER TO FAUCET SELECT KOHLER OR OWNER SH SHOWER SEE BELOW FOR VALVE 1/2" 1/2" 2" EQUAL TO SELECT BT BATH TUB VITREOUS CHINAKOHLER 1/2 1/2 2 OR OWNER TO SEE BELOW FOR VALVE EQUAL SELECT REF REFRIGERATOR PLASTIC BOX OUTLET WITHGUY 1/2 2 GRAY OR EQUAL OWNER TO PLASTIC VALVE SELECT OWNER W WASHING MACHINE OWNER FURNISHED 1/2" 1/2" 2" - TO SELECT OWNER DW DISH WASHER OWNER FURNISHED 1/2" 1/2" 1 1/4" - TO SELECT SINK STAINLESS STEEL ELKAY OR OWNER SK (DOUBLE) (18 GA.) W/ 1/2" 1/2" 1 1/2" EQUAL TO GOOSENECK FAUCET SELECT NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS, 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM NEAREST SINK. OWNER TO MAKE FINAL SELECTION OF FIXTURES. PLUMBING SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS, LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED, PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DRAIN, WASTE AND VENT PIPING SANITARY'PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM D1784. WATER SYSTEM (DOMESTIC PIPING) ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATED CONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATED CONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88 A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER (9%) PER ASTM B32 B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG. C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT THE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALL WINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BY REAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. OPERATION AND MAINTENANCE INSTRUCTION COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECE OF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATING INSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OF CHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELY STARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THE MANUALS. GUARANTEE AND WARRANTIES A. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE, B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES. DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT F] REVISIONS David A. DaSilva Y DA,p i � y _ * 9 1 F _ \ � STAT O Cop i htnnc.