Loading...
HomeMy WebLinkAbout2272, 2276, 2280, 2284, 2288, 2292 Brookridge Trl (a)DRAWING INDEX SHEET NO. DESRIPTION 0 co C-1 COVER, INDEX, REVISIONS,mArrrrlkma) M J BC2 BUILDING COMPOSITE FIRST FLOOR PLAN ''C > qq- Cn LAK TOWN HOM S BC3 BUILDING COMPOSITE SECOND FLOOR PLAN N a- o RS N L Z C\1 BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS o .. OCH BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS y HOMFJS BC6 BUILDING COMPOSITE ROOF PLAN i 1.113 UNIT TPTH05E FLOOR PLANS AND DETAILS 1.2B UNIT TPTH05E ELEVATIONS AND DETAILS O 0 E CM 0 SANFORII:), F ORIDA m U 1.36 UNIT TPTH05E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER M N 1.4E UNIT TPTH05E ELECTRICAL PLANS � = a? 2.1 A UNIT TPTH02 FLOOR PLANS AND DETAILS � ■� U) N V -a .� M tM 2.2A UNIT TPTH02 ELEVATIONS AND DETAILS BUI DING 1-8 � � o M c 2.3A UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER F 0 o C� 2.4E UNIT TPTH02 ELECTRICAL PLANS o = 0 M CZ 3.1 B UNIT TPTH03 FLOOR PLANS AND DETAILS THRU #89v L o c Lc Z 3.213 UNIT TPTH03 ELEVATIONS AND DETAILS WL-COCZ OTS #94 ¢ W Q >- t E 3.38 UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 0 *3 T U5 sw` J 0 3.4E UNIT TPTH03 ELECTRICAL PLANS UJ 0 LU NZI -.� 4.1 B UNIT TPTH01 FLOOR PLANS AND DETAILS 4.2B UNIT TPTH01 ELEVATIONS AND DETAILS 6',M1 6:12 r,g e:12 b,a 6:12 d" `�%%J111111r1,/ W 4.3B UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER �;r �C�3j;�i�i � C) 4.4E UNIT TPTH01 ELECTRICAL PLANS 612 6:,2 �` •••••••• - N 6:12 6:12 6:12 s �•• ••• 'I`f� _ g:,1 �`` �••Vim` E It 5.1 B UNIT TPTH02 FLOOR PLANS AND DETAILS 1 F - r _ 5.26 UNIT TPTH02 ELEVATIONS AND DETAILS �� ® 5.3B UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER -- ��6 ••� Z t/)�,•5�� 5.4E UNIT TPTH02 ELECTRICAL PLANS r, 6:12 5:12 5:12 12 4:12 6: UNIT TPTH03E FLOOR PLANS AND DETAILS _J 6.1 B ❑ ❑ ❑ r111aa11�� _Jo 6.213 UNIT TPTH03E ELEVATIONS AND DETAILS - �- - 6.3B UNIT TPTH03E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®® ®®® ®® ❑❑® ❑®® ®® ®® 6.4E UNIT TPTH03E ELECTRICAL PLANS ®®® ®®® ®® ®®® ®®® ®®® ®® ® 4R=01 ®®® ®® ®®® ®®® ®® ®®® ®®® LJ mat -I S1 STRUCTURAL NOTES E1 E2 E3 E4 E5 E6 E7 E8 S2 BUILDING FOUNDATION PLAN TTHTPTH02 TPTH03 TPTH01 TPTH02 TPTH03E tll.i S3 DOWEL LAYOUT PLAN STE'LEV.9' 93 ELEV. 'A' (REV) �` ELEV. 'B' (REV.) 91 ELEV. 'B' 90 ELEV. 'B' (REV.) 89 ELEV. 'B' (REV.) Q z o w co t- LIJ S4 FLOOR FRAMING PLAN �Z rn S5 ROOF FRAMING PLAN Construction Documents Conceptual Design Structural Engineer Builder & Owner T _;2 P� UF.1Q� 00 S6 LINTEL PLAN Q� V d Z N w FOUNDATION DETAILS & Project Coordination of Record SD1 �M04 4 �Hz SANFORD dull-D1NG D CONDITIOIlAI-�Y MN ISSUED SHALV d Q Q r4 ol S ARE REVIEWED ANu SD2 GENERAL DETAILS ACCE�D FORImes ,CENSE T V,CEAT U� Z H CONSTRUED TC E3E A H� A,yTHQRITY TO OF THE W E- SD3 GENERAL DETAILS NOT �_lD ANY w THE \A" ?'RK AND y NOR SHAL-1- O 7s_T - z ■ ■ -1 ALTE r., r tii 11r AL CrpF - C.gNCL_" THE UCORRI�C U 2 O Q SD4 GENERAL DETAILSInc.Quadra Design Or c'RM1T �'RF_`JEraT T F Design, nc g I I I I s rovlslc-r: or A R1 caulRt vc� A W U1 a PLANS, GCNSTRU�iON fySUAhI .c n {NEiON 1 ER J LJpT FRi�A CN THE � C1i SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS - D�7 °° 16vuJ►OlR Kph civ � iar�s�FTrlt_coQ W Cd Dr.Studios Inc.o SD6 FIRE SEPARATION WALLS AND DETAILS 6685 ArroyoMONTA CONSULTING & DESIGN homes SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS DESIGN Melbourne FL, 32940 of WMR AND ASSOCIATES, INC. W U 2171 Avenue road, Suite 302 w SD8 FIRE SEPARATION DETAILS North York, Ontario M5M 4134 Cert. of Authorization No. 9177 400 park Avenue South = TEL: (321) 288-6274 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 EMAIL: tfrost@t-f-design.com t-f-design.com info@quadradesignstudios.com Altamonte Springs, FL 32714 Winter Park, FL 32789 TEL: (407) 681-1917 TEL: (407) 599-9994 .?- P E R M IT ?_PERMIT ## 7 00 REVDSIONS GENERAL DESIGN CRITERIA Qf = Lio OCCUPANCY CLASSIFICATION - R3 SPRINKLER W ~ REV # DATE DESCRIPTION APPLICABLE CODES: 12 } CONSTRUCTION TYPE - 513 FLORIDA BUILDING CODE, 2010 = �o 00 08/19/12 ISSUED FOR PERMIT AND FBCR 2010 DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010Z f— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 0 OJ B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010o 1.— C) DECKS - 00 40 PSF LIFE SAFETY CODE NFPA 101, 2009 D) STAIRS 40 PSF NEC, 2008 E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC v Q z NFPA 13R 2007 LJ INFORMATION - PER FBC 2010 REF. ASCE 7-10 NFPA 72 2007 � Q = WIND DESIGN LOAD INFORM ( ) 0 1-- U _ 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH ry Q 0 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT & AREA CALCULATIONS °- :>- J m BUILDING CATEGORY = II DESIGN QUADR DRAWNTJF/AT 3) WIND EXPOSURE (ALL SIDES) = B CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 BUILDING HEIGHT = 2 STORIES DWG.No. 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS.-- JOB No. 2010/205 SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: BUILDING AREA SCALE FOR WALL LOCATIONS: (-) 48 PSF, 36 PSF FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE AS NOTED FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF SECOND FLOOR 7,166 SQ. FT. 09/18/12 TOTAL AREA 15,342 SQ. FT. C.1 SHT 1 OF 20 Ln� L C) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS o UNIT BUILDING FIRST FLOOR PLAN PLAN 3/16 = V-099 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 W Z 0 Z F— W n _ r W Q �/7 Ly.. W U N 00 0 J CHECKED DWG.No. JOB No. - SCALE AS NOTED DATE SHT OF Sim 00 0 o' V) _ 0 Lj 0 oo w:200� z 00 0 :2 0 w Q �E3 mow. � o � Q a J 0 -1m DESIGN DRAWN CHECKED DWG.No. JOB No. - SCALE AS NOTED DATE SHT OF Sim c I W D Z- 0 0 n ry U V) W 0 0 r- 04 0 z z Lz 0 W J w z Q L F-- F- ' w F- W �U 00 ZoE-4QIfj �C�Hz^ N za 0 r- 04 0 z z Lz 0 w z Q L z E - ' w I oP 00 ZoE-4QIfj �C�Hz^ za Z E- Z Z -e � w O 4. zo U Z C\2 O c\2 12 ►a 0) 00 a 0 7) 0 TPTH05E 03EWELEV. @1ELEV. 'A'(REV)ELEV. 'B'(REV.)91 ELEV. 'B' ELEV. 'B'(REV.)ELEV. 'B'(REV.)� _Z*z 5� FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 0 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 6 UNIT 3/16 99 - 1' —0" WALL SYMBOLS LEGEND ® INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 CHECKED DWG.No. DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -3 Lz L 000 00 U 12 U J W Q -') F - W. ck-- Q Q m:gym DESIGN CHECKED DWG.No. DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -3 E --X E.-X E::� co ID rn El L I L I f - - --1 1 LJLJ I I 72"x96" "aex"sc PATIO OITA9 DOOR 8000 37 x72 "aex"sc PATIO OITA9 DOOR 8000 37 x72 "aex"s7 PATIO OFFA9 DOOR fl000 37 x72 x7 PATIO 72"x96 DOOR PATI D00 77'x96" PATIO DOOR W -- TPTH03E TPTH02 I TT 1131 I TPTH03 TPTH02 I TPTH0�BE 89 90 91 92 93 94 ELEV. B (REV.) ELEV.B(REV.) ELEV. B ELEV. B (REV.) ELEV. A (REV) ELEV. 6:12 MEN ME N 0 Lm 5:12 BEAR ELEVA70N FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4:12 6:12 6:12 6:12 6:12 X72 6:12 6:12 v E2 E3 E4 ES E6 E7 TPTH05E �� TPTH02 � TPTH03 TPTH01 T� 94 ELEV. 'B' '`' ELEV. 'A' (REV) 'L ELEV. 'B' (REV.) 91 ELEV. 'B' `ELEV. 'B' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 6 UNIT BUILDING FRONT AND REAR ELEVATIONS 3/16 99 = 19-099 E�I�r � L�������iiiiiiii���� ��������� ���iim��_ IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIII E8 TPTH03E ELEV. 'B' (REV.) TOP OF WINDOW I FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW , FIN. GROUND FLOOR TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOC TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR D I 00 i I 00 I LTJ F— Q 0 z 0 F -- a_ ry U LTJ 0 w Ict ze O CNE U. N C-�Lu Z a 0. vow U •�"J gZ wJ J ' • 0 Ii o0 W 0� V) (D Lj- MN Q v]Z H 00 W U E- CC) .,:4 � O 0.)D EW- 0 0 9z Z -' ! MM .. W L� F - O �o � OZ O LLJ J �::� a (A Ld E.9 z F— C U 0 o0 W 0� V) (D Lj- DESIGN DRAWN CHECKED DWG.No. JOB No.. SCALE AS NOTED DATE SHT OF BC -41 to I 00 O 0.)D o0 0 L� F - co 0 (A Ld 000 oI Lj a -' W . 0<<o Lt J m DESIGN DRAWN CHECKED DWG.No. JOB No.. SCALE AS NOTED DATE SHT OF BC -41 9 4 E""'0�B� ELEV. LEFT END ELEVATION UPGRADED SIDE ELEVATION i s �= :mia= ii:..� NICHE ,WALKWAY 'A' c WINDOW AT GARAGE 6:12 FIN. GROUND FLOOR FIN. GRADE o 00 i� 6:12 6'• 8:12 HE l l On mu l .� omr.1ME4 I I I m I ml 0 m ■ FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS89 TPTH03E (: )ELEV. 'B' (REV.) 6 UNIT BUILDING LEFT AND RIGHT END ELEVATIONS s/1 = I1' — o" 6:12 WALKWAY 'A' CL SHUTTERS 1\ 6:12 6:12 5:12 � CJFRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY TAGS REFERENCE, FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SE WALKWAY 'B' SHUTTERS 6 UNIT BUILDING ENTRY 3/16 = 1'-0" 6:12 WALKWAY 'B' CY SHUTTERS NDVDUAL UNIT ELEVATION SHEETS 6:12 E7WALKWAY 'B' WINDOW AT GARAGE E8 WALKWAY B SHUTTERS SIDE WALL ELEVATIONS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR W 'I, 27 x63 _ 0 J Fn IffE o 7 LECTRIC METER NICHE (SEE DETAIL) W W WALKWAY 'B' GJ WINDOW AT GARAGE WALKWAY 'B' SHUTTERS 6 UNIT BUILDING ENTRY 3/16 = 1'-0" 6:12 WALKWAY 'B' CY SHUTTERS NDVDUAL UNIT ELEVATION SHEETS 6:12 E7WALKWAY 'B' WINDOW AT GARAGE E8 WALKWAY B SHUTTERS SIDE WALL ELEVATIONS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR W 1 0 Q U]Z U] Z 2 ►-� rn N W z vnzE.::� ul`� oa �WHz w zo 0 0 W C\l U C\2 'I, 0 0 Z Fn o 7 LJLJ W W e f ~ W LLJW 0 _ P®� id a i� ry Li W F'-' NW l �l� �' 0 0 0 U O W z V) O O 0 1 0 Q U]Z U] Z 2 ►-� rn N W z vnzE.::� ul`� oa �WHz w zo 0 0 W C\l U C\2 'I, 0 0 Fn CD LJLJ W W e f ~ W LLJW 0 _ P®� id a 1 0 Q U]Z U] Z 2 ►-� rn N W z vnzE.::� ul`� oa �WHz w zo 0 0 W C\l U C\2 JOB No. SCALE AS NOTED DATE SHT OF BC -51 0 Fn CD 0 ry Li W F'-' �' 0 0 0 V W z V) O O _ = CO o >- U I U WQ -i 0 CD U Q Y 0 J m DESIGN 'IDRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -51 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 PA (TERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. Q 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND W ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 0 RANGE HOOD VENT (FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE N RANGE HOOD VENTED TO EXTERIOR AND z O U w SPECIFICATIONS U) W MICROWAVES LOCATED ABOVE A COOKING 0 cn (n APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 N cn U O �- (� LLJ7- c� = O Q U) w w m _j o Z GALV. METAL LATH w/ WATER RESISTANT = z z Z Q 0 w HOUSE WRAP, 7/16" OSB EXTERIOR Q UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO 0_ w w w n- z a- w Of Z ~ INSULATION, 1/2" INTERIOR DRYWALL FINISH. U Z O w 0 O < < O O Q12 OCONCRETE BLOCK CONSTRUCTION -_ 2 CEMENTITIOUS FINISH z O0 a 0 U _j Q w[IfO w ~ w ~ S 0 3:: O J w z Z J w w EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP D of O O 0 Z w w O STRAPPING AT 24" O.C. T -NAILED INTO 2'-8" O O R4 B LABEL YES FOR 1 HR RATED WALLS INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1A W1 22050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 6'-8" CW21) -W62 1H4 SH BLOCK SINGLE HUNG 264" 50j" 274" 50j" 9.32 NO R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274" 72" 13.25 NO FLOORS BETWEEN CONDITIONED AND W25C� 2438 SH FRAME SINGLE HUNG 28" 44" 284 444" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 �" @2,l2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. C51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG TYP. C52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES CC) F9 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j"I 08.81 NO 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 MIN. WINDER TREAD MEASURED= 10" W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES SURFACE OF THE EXTERIOR WALL FINISH OR WATER W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W9) 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MIN. EXTERIOR GUARD HEIGHT = 36" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO 5.) C99� 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON G R GE AND IVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EX IEN I 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 N Q 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND W ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 0 RANGE HOOD VENT (FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE N RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEIJ AS MINIMUM U w SPECIFICATIONS U) W MICROWAVES LOCATED ABOVE A COOKING 0 2a- APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 5 SSUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 O FINISHED TEXTURED COATING PER BUILDERS O FLOOR TRUSSES BY REGISTERED TRUSS 1 w MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER }- Q W NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT J Lr) EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED 0 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 c� > w m EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 Z O 0 � Z V) 0 RATING OF 1 HOUR WHERE LIMITING DISTANCE - DWG.No. IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION -_ 2 CEMENTITIOUS FINISH W Z IQ Q < J U GROUND FLOOR PARTY WALL FROM TOP OF z tO C C = ~ p 2 c� Y 0 J w w J w F- O EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED cn O STRAPPING AT 24" O.C. T -NAILED INTO 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1A 2'-8" 8'-0" 1 R4 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FOR 2 STORIES TO 10'-0" MAX HEIGHT. CC 3'-0" 6'-8" 1 R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ADD TRANSOM / ELEVATION DRYWALL BOTH SIDES OF STUDS. 1 D 3'-0" 8'-0" 1 R4 SPF#2 OR 2x6 SPF#2 0 24" O.C. TEMP GLASS FRENCH 18 LT 1 E S-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOORS BETWEEN CONDITIONED AND C2� 2'-8" 6'-8" 1 �" VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND INTERIOR DOOR 9' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING 03 2'-6" 6'-8" 1 �" TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 INTERIOR DOOR 8' CLG TYP. INTERIOR STAIRS -SITE BUILT FBC 2010 3 2'-6" 8'-0" 1 �" GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. INTERIOR DOOR 9' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED 1) 2'-4" 6'-8" 1 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. INTERIOR DOOR 8' CLG TYP. 2. TREADS SHALL BE 2x12 SPF 2 RIPPED C� 2'-4" 8'-0" 1 g WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 9' CLG. TYP. CC) 2'-0" 6'-8" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 8' CLG. TYP. (5�P 2'-0" 8'-0" 1 OPENING = 20" FOLLOWS INTERIOR DOOR 9' CLG. TYP. MIN. TREAD = 10" C) 2'-2" 6'-8" 1 MAX. RISER = 7 3/4" 2) INTERIOR DOOR 8' CLG. TYP. MIN.HEADROOM = W-8" ( 2'-2" 8'-0" 1 THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS INTERIOR DOOR 9' CLG. TYP. MIN. STAIR WIDTH = S -O" 1'--6" 6'-8" 1 FOR WINDER STAIRS 3.) INTERIOR DOOR 8' CLG. TYP. MIN. WINDER TREAD MEASURED= 10" 7PT� V-6" 8'-0" 1 INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" INTERIOR DOOR 9' CLG TYP._T AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR LO I N -K'4 I rn 00 1 LINE OF SYNTHETIC STONE WAINSCOT W98 HIGH _FG. WINDOW W98 IGH FG. WINDOW W93 7 1'-0 0 I r LINE OF SYNTHETIC STONE WAINSCOT 1/4 = 1' -C 5'-8„ me me PATIO 10'-0"x 10'-0 CONCRETE 6080\ PA 10 DOOR A -- 3 AC W53 W53 GATHERING ROOM 1 I M100 r� 42" HIGH KNEEWALL W/ 1'-7 PTD. PINE CAPPED 3„ [13" 5'-6" 3'-4" 7'-1" 2'_ 6 T6 F.A. PASS THRU F.A. - - ----,.....__ 100 _J I I� L � N DW I 0 Q, FOYER , N Y J TILE/ %�, O Q �P•� 12-1 .=o r- - 7 Qm ,D KITCHEN Lo Is I >-w� 66"x30" a cam.) o .-1N ISLAND t° L- J a O D P_ N J N22 - CA O 0 v N .. - 1 _j Ld r ,y,x 5 - 6 ' 5'-7a ,> z i _ _{ { oaf w ''SEE DRAWINGS 1 _ JI o Q BY CABINET f UP 17R MFR FOR I 1- - -6 PAN. KITCHEN CAB Z I J x 00 ELEVATIONS 6 � _ u') DINING I I ' DENING ROOM `TIL� 7 I M _IR OR NOO,OP WD ^100 32„ DOOR TILE I of ---- I 13, 9'-10i' STORAGE 6, 1 - t lee - 3' 1, 41-4 � NIDD ( )0 _4, SLOPED I HWT� I ICEILING __7 II - yJ / iv PROVIDE II II PROVIDE 5/8"TYPE "X" III - - PNDER AN BARRIER DRYWALL UNDER STAIRS I L _ = J J WT WALL ELECTRIC L - - - - -� 2'-4j" PANEL (3 3 GARAGED LINE OF FLOOR ABOVE =1� li IQ N I I I I I I I I I I I I *A10016'0" 7'0" O.H. DOOR _-I� --- - Am r` 1A 3 2 2'-6" 16'-4" 1'-2" 20'-0" 1 rffr(l IN Ella W10 1 20'- 11 4'-1" 1,17 �] 11" 1/4" = 1'-o" (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 5'-4" CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA METER 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP J LOC. SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & N Q 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 O ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 0 RANGE HOOD VENT (FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE N RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEIJ AS MINIMUM Z > w SPECIFICATIONS U) W MICROWAVES LOCATED ABOVE A COOKING 0 2a- APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 W SSUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 O FINISHED TEXTURED COATING PER BUILDERS O FLOOR TRUSSES BY REGISTERED TRUSS 1 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER }- Q W NAILING SCHEDULE) PROVIDE DRAFT STOPPING 0 I r LINE OF SYNTHETIC STONE WAINSCOT 1/4 = 1' -C 5'-8„ me me PATIO 10'-0"x 10'-0 CONCRETE 6080\ PA 10 DOOR A -- 3 AC W53 W53 GATHERING ROOM 1 I M100 r� 42" HIGH KNEEWALL W/ 1'-7 PTD. PINE CAPPED 3„ [13" 5'-6" 3'-4" 7'-1" 2'_ 6 T6 F.A. PASS THRU F.A. - - ----,.....__ 100 _J I I� L � N DW I 0 Q, FOYER , N Y J TILE/ %�, O Q �P•� 12-1 .=o r- - 7 Qm ,D KITCHEN Lo Is I >-w� 66"x30" a cam.) o .-1N ISLAND t° L- J a O D P_ N J N22 - CA O 0 v N .. - 1 _j Ld r ,y,x 5 - 6 ' 5'-7a ,> z i _ _{ { oaf w ''SEE DRAWINGS 1 _ JI o Q BY CABINET f UP 17R MFR FOR I 1- - -6 PAN. KITCHEN CAB Z I J x 00 ELEVATIONS 6 � _ u') DINING I I ' DENING ROOM `TIL� 7 I M _IR OR NOO,OP WD ^100 32„ DOOR TILE I of ---- I 13, 9'-10i' STORAGE 6, 1 - t lee - 3' 1, 41-4 � NIDD ( )0 _4, SLOPED I HWT� I ICEILING __7 II - yJ / iv PROVIDE II II PROVIDE 5/8"TYPE "X" III - - PNDER AN BARRIER DRYWALL UNDER STAIRS I L _ = J J WT WALL ELECTRIC L - - - - -� 2'-4j" PANEL (3 3 GARAGED LINE OF FLOOR ABOVE =1� li IQ N I I I I I I I I I I I I *A10016'0" 7'0" O.H. DOOR _-I� --- - Am r` 1A 3 2 2'-6" 16'-4" 1'-2" 20'-0" 1 rffr(l IN Ella W10 1 20'- 11 4'-1" 1,17 �] 11" 1/4" = 1'-o" (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 5'-4" CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 O ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT (FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE a RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEIJ AS MINIMUM Z > EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS U) W MICROWAVES LOCATED ABOVE A COOKING W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 W SSUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS W FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER }- Q W NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT J Lr) 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 j].,f Q 00 - ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE QUADRA AT/TJF RATING OF 1 HOUR WHERE LIMITING DISTANCE DWG.No. IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION -_ 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR = (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERSSPEC. O3 BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN, R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) TO 2x8 HEADER & P.T. 2;<4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF 2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING all 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN.HEADROOM = W-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S -O" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. (D MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON G R GE AND IVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL &CEILING BETWEEN A A L SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 2'-6» �KN COUNTERTOP KITCHEN CABINET o i N A KITCHEN SCALE 2:1 PREP. ISLAND DIMENSION & AREA NO TES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT, (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTS/DE FACE OF EXTERIOR SHEA THING. (EXCLUDES 718- CEMEN T1 TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCUL A TIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI ROUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC, (ANSI 2765-2003) 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 I i `````��11111111////�''♦ w O CL_ ••� •� ��` CV N N W O�Q _ oZ Z 'SIV QSM Cr Z •• .• Z. C L0066000 111 ,VII O � d rn m � E- a O E A ccc TCn OQ+dO' p��wF z �fs•Z0 O O G" E_ E " N '- 0 U W e 0 W N LL 1.1B m W Li 12 7- 0 O a Z > U) W W W ® W 0 }- Q W J Lr) rr�� j].,f Q 00 - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED / DATE 07/20/12 1.1B 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH r (TYP) L 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 1"x6" RAISED STUCCO — PLASTER SILL W/ SMOOTH FINISH PROVIDE CONTROL JOINT 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ, PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) - DFj LTJ 11'-2" 6:12 6:12 8'-1" 8.-9„ SIDE ELEV%TION "B" 1'-8" VARIES 3" 7" 37"x72" SCALE 2:1 72"x96 PATI 10" WIDTH 7" WIDTH Z SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER - - N Li "v I - � W LO Hz a I - - N o V) cc �3 rI 3/4" RECESS o0 SCALE 2: 1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 8'-1" 8.-9„ SIDE ELEV%TION "B" 1'-8" VARIES 3" 7" 37"x72" SCALE 2:1 72"x96 PATI 10" WIDTH 7" WIDTH Z SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD, POLYURETHANE BRACKET NO, BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER _ FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE — DETAIL) PRECAST STUCK—ON STONE VENEER RIDGE LINE WHEN PAIRED W/ TH02 6:12 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH 6:12 ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE OP OF WINDOW 28 44j 0 � M ±INO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH 612 FINISH (TYP) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) OL LIED El Ll 11n1m1TMl1E11EE11llfl=' EE EITOEMIE 1211 L -T FRONT ELEVATION "B" 1/4„ = 19 _099 M 37"x72' 37"x72" IIS 72"x96 PATI D00 Z t1 co I 0 0 co 1 FIN. GROUND FLOOR FIN. GRADE oo TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) z 0 1 1 00 6" WIDE SCORED r_ WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.(TWCOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED — DOOR SURROUND I W/ SMOOTH 0 STUCCO PLASTER 0 (TYP) I 00 1/2" STUCCO — PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR - FIN. GRADE co REAR ELEVATION 99 B 99 1/4 " = 19—C 0 F- (/7) L,J C) n f ```���`•••••�••••••r••' '/'moi ., �' O ' svWi O : /WOW LU m; 0 SHT OF IIS a m Y, Z a Li WQ~owco W LO Hz a o V) A � cc 00 �O- _ c o0 0z�0� a��zrx o CL p��wH z oo x w Q F_ �'o�Na zcf) F- >wc\l� O � F— LLJ II L.LJ w Z ��L,J Ld SHT OF a m Li W 00 o0 Q zcf) LLJ w0J ��L,J 0 = w I o �- Q W J Ln Li Q L�1 = = Q p a. F— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 42" HIGH KNEEWALL W/ PAINTED WOOD CAP SLOPE CEILING TO PROVIDE HEADROOM AT STAIRS. HOLD TRUSS BACK 14" FROM STAIR OPENING TOP OF PLAT TOP OF PLAT TOP OF WINDO' TOP OF PLATE I0 I KLAUJ G IU LAUN STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS © 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS 0 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B STAIR SECTION iia„ _ �,_o., VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS r , 2" NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" i i 3" VTR r 2 2" 2"! 1 i LAV LAV T `2„ E3. T. 1„ i2„ SHWR 1 LAV TUB/SHWR WASHER-' i 1.,.� 2 » 3 LAV : `�� �- pW,nS NK 2„ 2 LAV.- I_j 2,. ' 3 -.•. / W.C. 3„ Y 1 ARol 3" EXTERIOR (2 WAY) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUM]BINU`RISER DIAkf__'T'RAM FIN. SECOND FL00 TOP OF WINDO' l FIN. GROUND FLOOR SLA 00FIN. GRAD U/S OF FOOTIN �z A�, BUILDING �—/ iia.. = 1._0„ SECTION LLJ O C. cn W 0 O n cV 0 z U J Q O J L._ Ld W Z 1 �O oLj� cn W Q ~ p W co Z- O wz c O If p0 0 ZQ 3�: c to W � 0 o xQ E- CL z f C =wl E, 00o o�� W J u, a F_Zo0 = a 0 c) e e Ld W Z DESIGN QUADRA I DRAWN AT/TJF CHECKED DWG.No. JOB No. SCALE A DATE 07 SHT OF 1.3B m cn W Fj p O O _ p0 0 ZQ 3�: W W � 0 W O =wl p J u, W F- = o 0 CL DESIGN QUADRA I DRAWN AT/TJF CHECKED DWG.No. JOB No. SCALE A DATE 07 SHT OF 1.3B 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP _ - PANEL ti M --- 150 MP 2/0 ALUMINUM DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 TH N ALUMINU - -- I METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDI AND BONDING UDERGROUND ELEC. FIRST FLOOR 1/4" = V-0" ELECTRICAL 1/4" = V-0" 3" MAX. BETWEEN TRIM AND SWITCH C /L+lou I — TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 13 PROVIDE ATTIC IGHT W/ SWITCH ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. O7 SWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NI nT�c- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALICN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH TIIL ROOF. OR WALL AS NOTED ON PLANS 2. DRYLR VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN LXTERIOR WALL. (DO NOT VENT WIIIIIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DLTLCTORS ARE TO BE IN FACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WAIT NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BF WITHIN 10' 01 SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPS R RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINAIION TYPE INSTAI I FD TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR AI_L FAN PREWIRES. /. ELLCTRICAI. DFSIGN SHALL COMPLY WITH THE 2008 EDITION 01 HIL NEC, PER THE 2010 FLORIDA BUILDING CODL. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co I— o SMOKE DETECTOR 00 EXAUST FAN COMBO _jI— SMOKE DETECTOR CL WALL MOUNTED cn�w W OI,__ 1IGHT FIXTURE 12 W SWITCH 0wl y CLILING MOUNTED �— Q W 3—WAY SWITCH $ LIGHT FIXTURE 4—WAY SWITCHRECESSED CAN H Q O a - LIGHT FIXTURE (— DIMMER SWITCH $° RECESSED VAPORQ CHECKEDTJF DWG.No. JOB N0. 905/117 PROOF FIXTURE DATE 07/16/12 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLET GFI OUT[ FT FLOURESCENT LIGHT CEILING �3� MOUNTED 220 V OUTLET STD. LIGHT �� DIRECT WIRI //> FIXTURE BRACE & PRE WIRE FOR TV JACK, FUTURE FAN � J TV PHONE JACK ELEC. SERVICE PANEL SPEAKER PRFWIRE SPS CURE 511ED J BOX n WITH BLANK COVER Y z 0 I— n C) U) W W LLJ I— o Z 00 LLJLLJ W _jI— Ld CL 'if (/� I LLJ 00 zQ cn�w W OI,__ 12 W 0wl y �— Q W ~ 1 Lr) H Q O a - (— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB N0. 905/117 SCALE A5kSNb1_CEMD DATE 07/16/12 SHT OF 1.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL _) COMMODI FY 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. `,) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 3 m >_ 316, -- - Li APPLICABLE CODES AND AUTHORITIES HAVING 3'-6" W U U 0 DINING �W� 0_ O y - Q U O 0 (SOAKER TUB z Q > - - - �I TILE o_ w W U J 2-266 112' - N _ SPECIFICATION OVER 7/8" THICK PRIMED 3 \r- r-------- f F=- I COAT CEMENTITIOUS APPLICATION OVER _Cn v W CD CD J m J x z 2"X3 T C 2Z Z Z Z Q W = Q Q (n�3: W z W W LLJ W � z_ F J U O W O < 2 O O LSI 1 g 7 Q O U O Q Li L� _ _ 'S Cn J YES FOR 1 HR RATED WALLS D F 1 A2'--8" F- 8'-0" CD 0 O � -� U s C�o 3 O D D � O of FOR 1 HR RATED WALLS W _ W1 22050 SH FRAME SINGLE HUNG 24" 60" 241" 601" 10.00 NO 8'-0" 221 1H4 SH BLOCK SINGLE HUNG 264" 50j" 271" 50j" 9.32 NO R4 C22 1 H5SH BLOCK SINGLE HUNG 26�' 63" 271" 631" 11.59 NO JOB No. W23 1H6 SH BLOCK SINGLE HUNG 264" 72 271" 72" 13.25 NO (§52438 SH FRAME SINGLE HUNG 28" 44" 281" 441" 8.56 NO 2'-6" @) 2444 SH FRAME SINGLE HUNG 28" 52" 281" 521" 10.11 NO 1 W2) 2450 SH FRAME SINGLE HUNG 28" 60" 284" 601" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50R" 37j" 50R" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W5) 25 SH BLOCK SINGLE HUNG 37" 63" 37J" 63" 16.19 YES �) W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" �55� 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO C55 3040 SH FRAME SINGLE HUNG 36" 48" 361." 481" 12.00 NO MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED W55�3050 SH FRAME SINGLE HUNG 36" 60" 361" 601" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 721" 18.00 YES 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED C9) 48x50 SH BLOCK SINGLE HUNG 48" 5A" 48j" 508" 16.88 NO CW 2 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES = 44" ABOVE FLOOR W9) 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG, 48" 48" 481" 481" 16.00 NO MIN. STAIR WIDTH = 3'-0" C9 44050 SH FRAME SINGLE HUNG 48" 60" 481" 601" 20.00 YES MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL -FBC 2010 k311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" 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 I I 3 m >_ 316, -- - Li APPLICABLE CODES AND AUTHORITIES HAVING 3'-6" W U U 0 DINING �W� 0_ O y - Q U O 0 (SOAKER TUB u7 > - - - �I TILE O Q Ij U J 2-266 112' - W SPECIFICATION OVER 7/8" THICK PRIMED 3 \r- r-------- f } I COAT CEMENTITIOUS APPLICATION OVER 42"x42" 12'-61>, 2 L 1 NTT 0 CD I I I �. > J W m ASTER SUITE' 2"X3 T C Cf) z O 0 z O n� = QOI 11 F- W z F= Q Q x I V) z_ Q O ~ o = 0 Y U J D W N SORT.- UPRE J CJ o LSI 1 _ D Cn z L� W cn O J 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS D F 1 A2'--8" 8'-0" 1 1" R4 0 PER UL ASSEMBLY U905. FBC TABLE 720.1(2) BEDROOM 2 00 C�o 3'-0" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS ]3j" 5,_02„ 3 -3„ 3'-O" 6'-8" 1 R4 STRAPPING AT 24" O.C. T -NAILED INTO ADD TRANSOM / ELEVATION f �D) 3'-0" 8'-0" 1 R4 - -- - F- TEMP GLASS FRENCH 18 LT J F -- INTERIOR DRYWALL FINISH, TOTAL R -VALUE 3'-0" 8'-0" 1 1" R4 45 MIN. YES FOR 1 HR RATED WALLS PANTRY 5/8"TYPE "X" 2'-8" 6'-8" 1 DRYWALL JOB No. INTERIOR DOOR 8' CLG. TYP. .1 1 �7 L'-8" 8'-0" 1 5,_32„ 3'-6j„ FOR 2 STORIES TO 10'-0" MAX HEIGHT. INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 STORAGE O INTERIOR DOOR 8' CLG. TYP. GATHERING ROOM 2'-6" 8'-0" 1 NON-BEARING PARTITIONS TO BE 2x4 TILE HEA OM INTERIOR DOOR 9' CLG. TYP. SPF#2 OR 2x6 SPF#2 ®24" O.C. (4) 2'-4" 6'-8" 1 - INTERIOR DOOR 8' CLG TYP. _ Cj 2'-4" 8'-0" - CD Q U O FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 9' CLG. TYP. ROOF VENTILATION �5) 2'-0" 6'-8" 1 W WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. 2'-O" 8'-0" 1 OU -1 OD 0 REQUIRED BY CALAULATION INTERIOR DOOR 9' CLG TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND �) 2'-2" 6'-8" 1g" ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 8' CLG. TYP. O �6P) 2'-2" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 9' CLG. TYP. �7) 1'-6" 6'-8" 1 1R)1STRINGERS SHALL BE 2x12 SPF#2 (P.T. INTERIOR DOOR 8' CLG. TYP. 7K 1'-6" 8'-0" 1 TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED INTERIOR DOOR 9' CLG, TYP. STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF 2 RIPPED ) # 0� I -i00 rn I 5'-2�" '-9" C-0 j„ PATIO SEE DRAWINGS BY CABINET 1o'-o"x 6'-0" MFR FOR A w\>> CONCRETE 2 KITCHEN CAB ELEVATIONS l - - 6080 PA 10 DOOR X00 N U J SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, Q I 48"x48" J OJ U 7 I I 3 m >_ 316, -- - Li APPLICABLE CODES AND AUTHORITIES HAVING 3'-6" EGRESS U 0 DINING �W� 0_ O y - Q U O 0 (SOAKER TUB u7 W 0) - - - �I TILE O Q Ij U J 2-266 112' - O Oma SPECIFICATION OVER 7/8" THICK PRIMED 3 \r- r-------- f } I COAT CEMENTITIOUS APPLICATION OVER 42"x42" 12'-61>, 2 L 1 NTT 0 oxm I I I �. I1� z ASTER SUITE' 2"X3 T C 0o CARPET M STE I ATH _ n� rn QOI 11 5'-2�" '-9" C-0 j„ PATIO SEE DRAWINGS BY CABINET 1o'-o"x 6'-0" MFR FOR A w\>> CONCRETE 2 KITCHEN CAB ELEVATIONS l - - 6080 PA 10 DOOR X00 5-61 3'-102„ 5'-10" 1 Lj 6 `` a J 16" DROPPED - - o m BULKHEAD 7 z g OVER TOILET oo0Q P WD D. 2 .til~ 1 cEI�N TILE ( „ 4" a1 - - --- N -.- - 2'-9" 2 11 � U - N - 7R ROR N 7TWH C==�� STOP �o FOYER N _ _.- DRO i TILE B OVIDE 0 0 3 P N I 00 UNDER N 31 „ 2'- 6"H WT 7'_OZ„ 2,_72„ _ 6' 10„ 3 -100 N 1 D moo OGARAGE PANELLECTRIC , (-)0'-4" SHUTTER LOC. SEE DETAIL ELECTRICAL SEE SHT O 3q' 12'-2a" SHTS 7 PORCH 3.2B IN h100 A ELECTRIC in �I ? METER CN NICHE F_ ---- I �„ TIN 7" 5'-4" 7 r - - - - -LINE OF FLOOR ABOVE J 2 u ,ARAGE W22 SHUTTER SEE SHT 2.2A LINE OF SYNTHJTIC STONE WAINSC T )" 3,L8„ 6'-67„ I `\ �:_ i I I 1/Ir 1,�/J IIS �, • \\. , , 1/4 = 1' -099 in I 00 51„ 4 2" HIGH KNEE f WALL W/ TEMP I GL ENCL. to 4'-1" 20'-0" 9'-10�" 6' O�" TEMPERED W95 GLASS ELEV. 'A' SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA I 48"x48" m 7 I I I I 11>, R 5'-6 1 271 SF -- - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 3'-6" EGRESS U 0 DINING ROOM I I - _ _ 0 (SOAKER TUB u7 F_ - - - �I TILE 16 Q Ij LAUNDRY 2-266 112' - c SPECIFICATION OVER 7/8" THICK PRIMED 3 \r- r-------- f I I COAT CEMENTITIOUS APPLICATION OVER 42"x42" 12'-61>, 2 L 1 NTT 0 I I I I �. I1� � ASTER SUITE' 2"X3 T C ISLAND CARPET M STE I ATH _ n� rn .. 5 11 OASIS I O � c jv I I 3 "� ENGINEERS SPECIFICATIONS) R13 BATT I 3'-3>' LIN A 0 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. N N SORT.- UPRE J W" KITCHEN LSI 1 N D �) T C O4 O4 ILE J 1 - - - - 0 48" LAUNIDRY BOX & _IN �--- ATH ILE O D F SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED _K 0 PER UL ASSEMBLY U905. FBC TABLE 720.1(2) BEDROOM 2 00 ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR N 21 EQUIVALENT THICKNESS. CONTRACTOR TO CARPET TIED TO CONTINUOUS BOND BEAM AT TOP ]3j" 5,_02„ 3 -3„ 9'-112„ OF WALL. 1x2 PRESSURE TREATED L - - J STRAPPING AT 24" O.C. T -NAILED INTO f - - - - - F. A. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 42" HIGH � Q Q � - -- - F- - - - J F -- INTERIOR DRYWALL FINISH, TOTAL R -VALUE SNACK BAR WALK-IN PROVIDE _ (R-8.61) U RATED CONTINUOUS FROM TOP OF MASONRY QUADR PANTRY 5/8"TYPE "X" FIRE WALL BELOW, TO UNDERSIDE OF ROOF A 1 DRYWALL JOB No. STUD PARTITION. .1 1 1 14 UNDER STAIRS 11» '-11„ ,-5„ 5,_32„ 3'-6j„ FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION STORAGE O SE'h GATHERING ROOM Low_ N0_j i NON-BEARING PARTITIONS TO BE 2x4 TILE HEA OM J O �I SPF#2 OR 2x6 SPF#2 ®24" O.C. 15'-611>, PRE-ENGINEERED ROOF TRUSSES BY TRUSS -3'-61 ¢ m D_ ��F10 - FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED J Q p Q - CD Q U O FLOORS BETWEEN CONDITIONED AND wLLJ ROOF VENTILATION W D VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE W WRAP, FINISHED SOFFIT 0 Y ?i0 WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OU -1 OD 0 5-61 3'-102„ 5'-10" 1 Lj 6 `` a J 16" DROPPED - - o m BULKHEAD 7 z g OVER TOILET oo0Q P WD D. 2 .til~ 1 cEI�N TILE ( „ 4" a1 - - --- N -.- - 2'-9" 2 11 � U - N - 7R ROR N 7TWH C==�� STOP �o FOYER N _ _.- DRO i TILE B OVIDE 0 0 3 P N I 00 UNDER N 31 „ 2'- 6"H WT 7'_OZ„ 2,_72„ _ 6' 10„ 3 -100 N 1 D moo OGARAGE PANELLECTRIC , (-)0'-4" SHUTTER LOC. SEE DETAIL ELECTRICAL SEE SHT O 3q' 12'-2a" SHTS 7 PORCH 3.2B IN h100 A ELECTRIC in �I ? METER CN NICHE F_ ---- I �„ TIN 7" 5'-4" 7 r - - - - -LINE OF FLOOR ABOVE J 2 u ,ARAGE W22 SHUTTER SEE SHT 2.2A LINE OF SYNTHJTIC STONE WAINSC T )" 3,L8„ 6'-67„ I `\ �:_ i I I 1/Ir 1,�/J IIS �, • \\. , , 1/4 = 1' -099 in I 00 51„ 4 2" HIGH KNEE f WALL W/ TEMP I GL ENCL. to 4'-1" 20'-0" 9'-10�" 6' O�" TEMPERED W95 GLASS ELEV. 'A' SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA W57 W57 48"x48" m 7 44 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 271 SF -- - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 EGRESS U 0 60"x42" 20 \ EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z II / I 0 (SOAKER TUB u7 F_ - - - �I FRAME WALL CONSTRUCTION (7x4) FINISH 16 Q Ij LAUNDRY 2-266 112' - c SPECIFICATION OVER 7/8" THICK PRIMED 3 \r- r-------- f TILE J 6'-31" 6'- COAT CEMENTITIOUS APPLICATION OVER r, 12'-61>, 2 L 1 NTT 0 I I I I �. 21 � ASTER SUITE' 2"X3 T C o 11 CARPET M STE I ATH I Z_ )_ ---------4 - 9' HIGH COFFER \ -- I .. 5 11 OASIS I O � c jv MIRROR 3 "� ENGINEERS SPECIFICATIONS) R13 BATT 17 O 3'-3>' LIN A 0 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 14 Nu 17R O J uj Jj <m < J u x U- 7"_ ~ 1� � OO J �� OLL < J 0 Of m zm 2 O O_ W W (n (n N Q EGRESS 1 SD6 1,-22" 1 W97 2 0„ [4" 0 10 2-2068 BI -FOLD BEDROOM 3 C 1 CARPET 1rn 10'-0j" EGRESS 48"X63' 5'-5" 5'-5" I GARAGE ROOF BELOW 10'-10" 2'-32" 1/4" = 1'-0" �4" 2'-10" 4" 6'-102" 54" 42" HIGH KNEE WALLS W/ PTD. PINE CAP ON J Q of Q r` �W U z 0_ SIN M >_ J > I aW i Q n S J Jj'O�� W Q J o� m zp w U D Cl) Vw O Q [�I 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 BDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP 4IN N I 4 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP (� .� f f r1N 1'-2" 4j„ 2,-1J„ 7[ 0 DRYWALL KNEEWALL N A KITCHEN RAISED BREAKFAST BAR SECTION ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO ELEV. 'A' SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA �- STRUCTURAL m 7 44 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 271 SF -- - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 II U 0 rn z cn EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z II / I SPECIFICATIONS u7 APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION (7x4) FINISH 16 Q Ij LAUNDRY 2-266 112' FLOOR TRUSSES BY REGISTERED TRUSS c SPECIFICATION OVER 7/8" THICK PRIMED 3 TILE ?��BI-FOLD COAT CEMENTITIOUS APPLICATION OVER r, NAILING SCHEDULE) PROVIDE DRAFT STOPPING m 11 W. I PROVIDE PAN UNDER _ _- r r r fr BARRIER PER ASTM C 1063 &APPROVED iJ W '�' ZO o 11 CARPET WASHER W I D j1 UNDERLAY UNDER RESILIENT AND WOOD .. 5 11 5'-3 O � 1 6'-31„ 1 ENGINEERS SPECIFICATIONS) R13 BATT 17 O 3'-3>' INSULATION, 1/2" INTERIOR DRYWALL FINISH. - - - - - L1J SORT.- UPRE J 0 LLJ RATING OF 1 HOUR WHERE LIMITING DISTANCE N D �) T C O4 O4 00 MIRROR OCONCRETE 2 - - - - 0 48" LAUNIDRY BOX & FINISHED TEXTURE COATING PER BUILDERS �--- ATH ILE O DRYER BMX SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED _K PER UL ASSEMBLY U905. FBC TABLE 720.1(2) BEDROOM 2 00 ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR N 21 EQUIVALENT THICKNESS. CONTRACTOR TO CARPET TIED TO CONTINUOUS BOND BEAM AT TOP ]3j" 5,_02„ 3 -3„ 9'-112„ O J uj Jj <m < J u x U- 7"_ ~ 1� � OO J �� OLL < J 0 Of m zm 2 O O_ W W (n (n N Q EGRESS 1 SD6 1,-22" 1 W97 2 0„ [4" 0 10 2-2068 BI -FOLD BEDROOM 3 C 1 CARPET 1rn 10'-0j" EGRESS 48"X63' 5'-5" 5'-5" I GARAGE ROOF BELOW 10'-10" 2'-32" 1/4" = 1'-0" �4" 2'-10" 4" 6'-102" 54" 42" HIGH KNEE WALLS W/ PTD. PINE CAP ON J Q of Q r` �W U z 0_ SIN M >_ J > I aW i Q n S J Jj'O�� W Q J o� m zp w U D Cl) Vw O Q [�I 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 BDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP 4IN N I 4 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP (� .� f f r1N 1'-2" 4j„ 2,-1J„ 7[ 0 DRYWALL KNEEWALL N A KITCHEN RAISED BREAKFAST BAR SECTION ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO ELEV. 'A' SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, COVERED PORCH AREA 44 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 271 SF RANGE HOOD VENT (f BC-M15Q31 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE rn z cn EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM ® MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS "4 APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION (7x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS c SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 0 O COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT Z EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED iJ W '�' ZO 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 O � 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE L1J z 0 LLJ RATING OF 1 HOUR WHERE LIMITING DISTANCE N D IS LESS THAN 3'-0" BLOCK CONSTRUCTION - O w OCONCRETE 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) i_ CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS J N 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. U f - BLOCK. FI -FOIL AA -2 VAPOR SHIELD � Q Q � REFLECTIVE INSULATION (R-4.1), 1/2" 19 ?HOUR SHAFT LINER SYSTEM PARTY WALL J F -- INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY QUADR AT/TJF FIRE WALL BELOW, TO UNDERSIDE OF ROOF DWG. No. SHEATHING. SHAFT LINER ASSEMBLY PER UL JOB No. STUD PARTITION. U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. DATE 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 FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1R)1STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF 2 RIPPED ) # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL -FBC 2010 k311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38° FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE &SHG( TO REMAIN ON OWALL 9 &CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION &AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. -FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM -FOR INTERIOR STUD WALLS, ALL ANY OPENING &EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE of sruo. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEI�ATION> AS OUT X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF 2.1A a , h - p CQ E- rn z cn ® �=W A "4 OQ ►�d�za c 0 O W E-� Z L��� iJ W '�' ZO O a ~ �- - 0 O � Z Ld L1J z 0 LLJ N D I, 1..�Fn 2.1A a W 0 O 00 ~ Z w 0 LLJ M O w = w 0 i_ Q ~ J N Q== D - p U f - � Q Q � J F -- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 2.1A p 1 I FIN FIN. GROI HOLD TRUSS BACK AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM 14 I KLAUS (9 l U LA( -;H STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS 0 7 3/8" EACH = 10'-8 3/4" ACTUAL 16 TREADS © 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS !B�,STAIR SECTION 1/4 1� = V-019 JG Tno nC- of A= F F D BUILDING SECTION z O CL ry U V) W C) Ld W Ld2 cn -04 DESIGN DRAWN V) QUADR AT/TJF CHECKED TJF w JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 Oz s0 z~ w�> O J � O w =w >- Q J N Q O = �UE-- Q O � DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 2.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 2" PVC WITH 150 AMP (3) #2/0 THHN PANEL ALUMINUM -150 MP METER 2/0 ALUMINUM-' DISC. SERVICE CABLE - #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDER-GROUND ELEC/1 lowill �n IIS II© -- — —- F. A. AC I I I I I I I� 15 41 UP 17 FIELD LOCATE ELECTRIC PANEL ELECTRIC MET/R IN NICHE FIRST FLOOR ELECTRICAL 1/4 " = 19-099 48"x48" ---------------- - - — - - -j SECOND FLOOR 9 991/4 1 —0 3" MAX. BETWEEN TRIM AND SWITCH C/L--- log TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION 2O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. ORANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NInT�c. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8, LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT, CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS, 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEPJDAwg EXHAUST VENT NOTE: 01JUL09 1. Al EXHAUST FANS SHALL BE VENTED 1HROUGH THE ROOF. OR WALL AS NOTED ON PIANS 2. DRYER VENT SMALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2.CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS `.HALL HAVL AF CI CIRCUITS ONLY. 4, ALL 1 25V, 1 5 & 20 AMP RECEPTACLES SHALL BE LISILD TAMPER RESISIANT RECEPTACLES 5, ALL 120 --VOLT, SINGLE PI IASL, 1'.-) AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INILRRUPTFR, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THL 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ C0 SMOKE DETECTOR EXAUST FAN W COMBO SMOKE DETECTOR- WALL MOUNTED LIGHT FIXTURE SWITCH 0 0 CEILING MOUNTED 3—WAY SWITCH $3 LIGHT FIXTURE 4—WAY SWITCH $4 RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPORN PROOF FIXTURE 110 V OLITI_FT Q FLOODLIGHT SWITCHED OUTLET\ cn LJ k`,c�� FLOURESCENT C� CH OUTLET LIGHT CEILING MOUNTED 220 V OUTLLI STD. LIGHT DIRECT WIRE FIXTURE BRA(T. & PRE WIRE FOR TV JACK FUTURF FAN /// v \ v TEL PHONF LACK - ELEC. SERVICE PANEL SPEAKER PREWIRE SPrG- C CODL SIZED J BOX Q LTJ WITH BLANK COVER W 0 0 I— CC cn LJ � V C I LTJ �- J e W L LJ LLJ _ Lj V) Q LTJ O Z = O z ~ ® LLJ ~ Ld Ljj U Q N LIJ = O O U I— cl:-- O a - CL J DESIGN DRAWN CHECKED DWG.No. — - JOB No. SCALE AS NOTED DATE 2,4E SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL -5) 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 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U 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 w Z O = _ 0 0 w w �, (n SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS N_ U O o 0 COAT CEMENTITIOUS APPLICATION OVER _ W 0 J BARRIER PER ASTM C 1063 & APPROVED Z HOUSE WRAP, 7/16" OSB EXTERIOR = Z Z Q W Wm 10'-0" MAX. HEIGHT (SEE STRUCTURAL QJ J U ENGINEERS SPECIFICATIONS) R13 BATT � � W :2>_ W2 0_ LLJ w I Z ~ F W z O U w 0 O Q J U U) O O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 Z s Z O O J Lj� w F w ~ = D S U (n TIED TO CONTINUOUS BOND BEAM AT TOP OZ OF WALL. 1x2 PRESSURE TREATED �0 D D 1 0 0 W m FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R--4.1), 1/2"1g p m 2'-8" 8'-0" 1 R4 _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY CB� CW1) 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 iH4 SH BLOCK SINGLE HUNG 26�" 508" 27j" 50j" 9.32 NO - �2) 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO YES CW 43 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO WRAP, FINISHED SOFFIT tJ 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO - W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 �" C2) 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER CW5) 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. (5) 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES C3 W5) 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 6'-8" CWS) 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES MIN. WINDER READ MEASURED = 6" W56 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72�" 18.00 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR oW91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO Cgs 48x6.3 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAXIMUM 4" BETWEEN PICKETS. C�3 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES IN WIDTH W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 481" 60j" 20.00 YES INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME 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 ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U 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(2�4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS W 3/4" T&G SUB -FLOOR 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 0 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 Em- W O UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO CD FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL i W m Ld ENGINEERS SPECIFICATIONS) R13 BATT N z O 0 � z Cn O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE I � RATING OF 1 HOUR WHERE LIMITING DISTANCE F W z F Q Q J U U) FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 Y U _ :Dw COAT CEMENTITIOUS APPLICATION, 8" NOM. J w 0 CONCRETE BLOCK WALL REINFORCED PER Q 0 STRUCTURAL ENGINEERS SPECIFICATIONS U V) TIED TO CONTINUOUS BOND BEAM AT TOP OZ OF WALL. 1x2 PRESSURE TREATED (� 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R--4.1), 1/2"1g p m 2'-8" 8'-0" 1 R4 _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY CB� 3'-O" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS OINTERIOR 3U373 BEARING PARTITIONS 2x4 9PF#2 0 16" O.C. DATE 3'-0" 6'-8" 1 R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ADD TRANSOM / ELEVATION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 3'-0" 8'-0" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 TEMP GLASS FRENCH 18 LT SPF#2 OR 2x6 SPF#2 0 24" O.C. C E) 3'-0" 8'-0" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 2'--8" 6'-8" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLO. TYP. WRAP, FINISHED SOFFIT 2'-8" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 9' CLG. TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND C3� 2'-6" 6'-8" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O INTERIOR DOOR 8' CLG. TYP. O21 6 C3A� 2'-6" 8'-0" 1 �" R311.7.3 WINDOW INTERIOR DOOR 9' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. (4D 2'-4" 6'-8" 1 (FBC-8310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 8' CLG. TYP. STRUCTURAL ENGINEERS SFECS. 2'-4" 8'-0" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED C) 2'-0" 6'-8" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. C3 2'-0" 8'-0" 1" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 9' CLG. TYP. FOLLOWS U0 2'-2" 6'-8" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 8' CLG. TYP. MAX. RISER = 7 3/4" ® 2'-2" 8'-0" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 9' CLG. TYP. FLIGHT OF STAIRS 0 1'-6" 6'-8" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 8' CLG. TYP. FOR WINDER STAIRS t1 1'-6" 8'-0" 1 " (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 9' CLG. TYP. MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0 I 0 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS ^� I b SIN Lo f 0 I I M i� in r - 20'-0" 8'- 4" PATIO 10'-0"x 10'-0" CONCRETE 4'-11" OA Y - W53 W Co 6080 PATIO DOOR u5ao r- - -7 - N 3113„ 1 5'-9 " 4'-6" T C MIm g,_11„ 3q„ � � 1 54"x30" PREP. ISLAND DINING - - I CARPET SIN N C4J - r -w 1s KITCHEN o N �- TILE T C I I 1 - DW i PNTR P. I ---_ 1 SD6 RAISED SNACK BAR - _ - - - - - - - - Z J 31 ., 2'- j1>, --------- 1 -10� - - 7,_4>,9ill Qm 0 _ �6 6,-1„ - _- --- Il1gll�h6l w w 04 N Y J Lo C-4 Z W GATHERING ROOM Q w CARPET O U B o r`- OOu I- w QUQ J o w 0 D 12" DROPPED 1 z of M o U J COFFERED CEILING TO 1 o = w 00- COVER DROPPED STEP 40" HIGH � 0 V) w a J KNEEWALL = Q 0w m 1 PROVIDE W/ PTD. PINE 1 O Qf w 5 8"TYPE 'X" CAP or O N DRYWALL 1 = a- - - UNDER STAIRS LnN ST9RA�E 6 -0 3,_8 I I _ - ,, .__01 8'-3"i -I 6 UP FOYER HEAR�OMI 17R TILE PROVIDE 45 'n 12" DROP 51" MINUTE FIRE RATED L BULKHEAD 2 -1'- DOOR w/ RATED P W 1 C 19 I JAMB, SILL AND TILE 3.1 Q `�' CLOSER IR OR - STOP & DROP N O O / PROVIDE (-)0,-4" P R C PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR PAN (-)U' 4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 3131, H W Tll 5 -616 2'-5" 6'-6„ 2,_6,. 2 {0„ - - ELECTRIC 7j„ PANEL LOC. SEE SHT E1.1 L, , ELE(r� -A M EER 3,2 NI GARAGES r------ ' -24' WIDE SHUTTERS W SILL ELOW fIN O I I I 2 I y� 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC STONE WAINSCOT 16'-0" 2'-0" FIR -SIT FLOOR P"LAN 1/4 = 1' - 0" 20'-0" 9'-54" 3'-9j" j CENTERED OVER PATIO DOOR TEMP 1� BELOW GLASS � W57 W57 W55 -•� f 60X42X20 � 00 (SOAKER TUb, - LL ------------ 00 Q� Q N�ASTER SUFE -- N z CARPET I = 1 C, r o ~ 9' HIGH COFFER - -I 1 - N SIN w Q CEILING TEMP - --- _ GLASS __... j 0 � j ENCL.�'� oIII o� �, o m MASTE 21 . x �J BATH w �� TILE w0 Q ;" 4' 154"' 3'- 1 O ® MIRROR � IN LIN U o AHU 14 N I CHAS "' SD6 2668 --_ ..._. ----n- 11 BF OO II ) 0) O 2668 L N D R Y J J w ILE C T PROVIDE f T W, I, C. II < Z a OPT. B 0 110 CABIASE P UNDER 1 13 1 x CARPET 11 ? J 1'-0 WASHER t°-, r -I / -7\4 m m 11 = a L I 7 1 1 LW_ A I 0 1 = nm DN R LT _ zw 11m 0Q I 40" IGH KNEE OPT. ��RS of - - J ¢ 0 11 0 ' _ WALL, W/ PTD. I1 0 o m PINE CAP 1 jl 11 z m II 1I 0 Cn 00 DN 1 o Q 140 I O 9' 1 6'-Oi„ M7F, DN 3R 44„ �_ - W. I. C. �I X00 I IN 21 M C T BATH O TILE O4 0 t\ N _3'_ 4j„__ un I O 1 f BEDROOM 3 1 N CARPET . I 0 2-2668 a' BI -FOLD 1 4 511, 3'-41' 2 11, 11'-11„ 4„ 2 c D6 EGRESS 8' CEILING 9' CEILING o W57 I I I Q J a a1 2'-21„ 2,-1„ BEDROOM 2 3 CARPET f1 3: - 9' CEILING 0 I o 1 51,1 I 4 12' -1 4" 1 EGRESS EGRESS'l 36"X62" 36'X62" ---- -- 1 ARCM TOP ARCH TOP 3'-5�" 5'-8„ 3'-9„ 12'-10�" 5'- 1 -1 2,-04„ SECOND FLOOR PLAN - 1/4 1'-0" „ 2_-102 2�� I It B HALLWAY STOP & DROP & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS 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(2�4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS to 3/4" T&G SUB -FLOOR 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 Em- W O UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 0 x Ld ENGINEERS SPECIFICATIONS) R13 BATT 17EXPOSED O BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. F-- F- EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 ElllI ZOWc��td O U RATING OF 1 HOUR WHERE LIMITING DISTANCE O W IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 W W 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 Q ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS U 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 U REFLECTIVE INSULATION (R--4.1), 1/2"1g p m 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE _J (- SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY QUADRA FIRE WALL BELOW, TO UNDERSIDE OF ROOF CHECKED TJF DWG.No. SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS 905/117 AND INSTALLED PER MANUFACTURERS OINTERIOR 3U373 BEARING PARTITIONS 2x4 9PF#2 0 16" O.C. DATE SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS, PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: _1111C 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1') (FBC-8310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SFECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE OSECTION 8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CE-ME-NTITIOUS FINISH CLOTHES DRYER VENT (FBC-Ml502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-8807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2755-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF W 0 SHT OF 3.1 B no" --- IN m W t` Co rnzrij o OE -1Q to ao ~ 00 �D C1 P- -UDZH11 UD ��71 z Em- W O W o O 0 x Ld HCH O F-- F- � 0 ElllI ZOWc��td O U O W = O W W _ N Q I ' L ! U SHT OF 3.1 B no" --- IN m W o _ O ao ~ z > W O � J O W = W >- Q U _j M O �' U � Q p m :2 _J (- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.1 B VARIES " 7' 4" SCALE 2:1 N A 10" WIDTH 7" WIDTH, SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 0 - - .yN N o - - I M �n - - -- "N T -- N II � 3/4" RECESS � SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS c 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 0 PARTY WALL PROVIDE CONTROL JOINT 2'-4" 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) - GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) Fn m rE-EQ. 7hr-'LEVATION C� c Jib F- LLJ e Z W V) W J LO w 0 - 0 Q ❑ ❑ Z > o0 = Q VARIES 3". 7" 3".." I SCALE 2:1 CN - r ~ 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER c 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 0 PARTY WALL PROVIDE CONTROL JOINT 2'-4" 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) - GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) Fn m RHEA 7hr-'LEVATION C� c Jib 1/4 E LEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE T o co I i� 0 0 I bo 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) C, TOP OF PLATE TOP OF PLATE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE 00 TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 1/2" STUCCO PLASTER FINISH (Ground A. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR 00 FIN. GRADE 6:12 6:12 GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. FRONT ELIEVATION 99B99 1/4 5.12 PORCH ROOF GUTTER DRAINED TO STORM - WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER - GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) E'7 ENTRY 1/4 i Fn m LLJ m C� c I I I I GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. FRONT ELIEVATION 99B99 1/4 5.12 PORCH ROOF GUTTER DRAINED TO STORM - WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER - GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) E'7 ENTRY 1/4 20% 28" FIXED WINDOW 1"x6" RAISED STUCCO STER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT VIDE CONTROL JOINT Z U n U LiJ C) t` Q U1U'1o.d� Fn m LLJ m C� c - m F- LLJ e Z W V) W J LO . 0 - 0 ❑ ❑ Z o0 = Q ~ z Z o � I O J 0 bi _ECTRIC METE = LLJ NICHE Y 20% 28" FIXED WINDOW 1"x6" RAISED STUCCO STER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT VIDE CONTROL JOINT Z U n U LiJ C) 3.2B t` Q U1U'1o.d� Fn m LLJ m C� c F__ F- LLJ e Z W V) W 3.2B t` Q U1U'1o.d� Fn m v� 4 rn m C� c 0-�cnNW -toE- WQ L) 0 3.2B Fn m WQ Z o0 = Q ~ Z � W O J 0 bi = LLJ Y o >- Q U pF— Q 0 CL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 3.2B x 0 i 0 i� F FIN. GF ELEVATION 'B' %cam BUILDING I A 99 — I �_W9 6 ' 6Lt­ 1)ECTION AT PORCH 'A) BUILDING ShCTION 12 TREADS (9 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STAIR SECTION 1/4 = 1 -0" VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL � 3" VTR i i VENT THROUGH ROOF, ANGLE VENT OVER SO AS .' NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL ;H ROOF, 2„ VTR 2,> SO AS ATE FRT it INA' -O" i 1 RTYWALL LAS TUB/SH Wf CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING r) 00 0 NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. �Gv:` !�� J LLJ (i) J PLUMBING ///11111111111 RISER DIAGRAM N.T.S. 7' _Q I— CL U L) Lli ```111111 111/// w 0 N // •es SW U. 6;.. �� w p Nt O = N �_ WA =cwt Q �= W z o�iZ a .o •�•= o �Gv:` !�� J LLJ (i) J ///11111111111 o � o -i LLJ L,J Z Z _ N 1` W Q � � o Q� C)we O Z v z H .� O = O A ~ Z� zz 0P. �Cn H �= Z p­4dwH z W> O 0 x Lel J cn O w oaCQa = W O U�d o LLJ L,J Z Z _ N SHT OF 3.3B m W O Z ao = O ~ z W> O � J O w = W o U J UJI I- = 0 = I— QOn- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.3B 2" PVC OFFSET \ WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 2/0 ALUMINUM- SERVICE LUMINUMSERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM 150 MP METER DI C. #4 COPPER GROUND PER NFPA 70 - ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEUA RISER MICROWAVE, ABOVE O PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4 " = 19-V 31 i KITCHEN I R I I6�+-JI �_lTC E t' , 0, I®I i 12 12 Sl L�J \ L DVM r PNTR _ --------- \--------� GATHERINIGI ROOM I I 14 ❑l I I I —�_ -- — —— —---------- J STOAIGE I I I Owl I HE4DR'&&Ml UP \ 7R FOYER \ II I FIELD LOCATE / ELECTRIC PANEL GARAGE OUTLET FOR GARAGE DOOR 15 OPENER I I I I I I I 1 I PO CH ELECTRIC METER IN NICHE T-� _/-- UL00.n. C''' ELECTRICAL 3" MAX. BETWEEN TRIM AND SWITCH C /L+- TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION OWATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER, OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER �OL�il�li�l➢II�iIi]R1�1�10[iIYIRI[�1M 1/4 99 /4" = 19-099 GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELLGEND.dwg EXHAUST VENT NOTE: 01Ail 09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE 8001. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: I. SMOKE DF1FCIORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON LACII STORY, AND CI.OSF TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRC:UIIS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SMALL BE LISIED TAMPER RESISTANT RECEPTACLES 5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPLI�L BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHAI. I_ BE PROTECTED BY A I.ISI ED ARC - FAULT CIRCUIT INTERRUPTER, COM13INAI ION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUII'. 6. USF U1 I.ISTFD SUPPORT BOX FOR ALL. FAN PREWIRES. 7. ELECTRICAL DESIGN SHALT COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODL. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co m SMOKE DETECTOR COMBO FXAUST FAN SMOKE DETFCTOR LL WALL MOUNTED W SWITCH LIGI I I F IX IURE U ~ CEILING MOUNTED 3 WAY SWITCH $3 LIGHT FIXTURE W Ld 4 -WAY SWITCHRECESSED CL CAN O LIGHT FIX PURE DIMMER SWITCH $° RECESSED VAPOR Z PROOF I IXTURE 1 10 V OUTI ET =0= > Q FLOODLIGHT SWITCIILD OUTLET I'LOURESCENT O GFI OUTI FT��� w LIGIII CEILING G� MOUNTED 220 V OUTLLI STD. LIGHT y DIRECT WIRE FIXTURE BRACE >- a & PRE WIRE FOR TV JACK FUTURE FAN <i J TEL Q PHONE JACK FI F C. SF RVICE _ PANEL SPEAKER PREWIRE spm Qom CODE SIZED J BOX (� WITH BLANK COVER Y CHECKED TJF JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E Z.. 0 I— CL W m U LL W � W U ~ LI oz W Ld Ld CL V) O CHECKED TJF JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E Z.. 0 I— CL W m Cn W � oz = O ~ Z In � > OJ O w 2 W y >- a U J M Ld Q 0 _ Qom DESIGN DRAWN QUADRA AT/TJF CHECKED TJF JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E Z.. 0 I— CL W 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. BATTI r STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 00 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w � ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 CEILING JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 1RROR - Li O U 7 SPECIFICATIONS LJ p W O FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED I I N V -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS O ~ 2 CD w COAT CEMENTITIOUS APPLICATION OVER 0 `-' W w J LJ J Z OZ HOUSE WRAP, 7/16" OSB EXTERIOR = z z Z_ z ¢ W 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q U Z O H U �- w w w 0 O_ w 0' z_ RATING OF 1 HOUR WHERE LIMITING DISTANCE V) N O U �O O ~ z L < w O =3. O Q ji z d O z O J Q a_� F- F- C7 D = D O 0 0 w w J z 0 O D _ O z w O (W1.% 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO (DA W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO - W22 1H5SH BLOCK SINGLE HUNG 26fl 63" 274" 63j" 11.59 NO R4 C23 1 H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO (W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO 1 C) 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W5.3 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" 36j"48" 2'-2" 12.00 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W57 3050 SH FRAME SINGLE HUNG 36" 60" 36 60" 15.00 YES (W5J 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j"I 18.00 YES MIN. WINDER READ MEASURED = 6" W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W9) 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W9) 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MAXIMUM 4" BETWEEN PICKETS. C54040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO IN WIDTH OW97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED `SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 C__) 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" 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 I BATTI r STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 00 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w - - - 8'-0" FAT ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 CEILING JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 1RROR - EQUIPPED WITH BACK DRAFT DAMPER. ® --- U MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS LJ p W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED I I Cn -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS W25 6" 2'-7" 3'-9" 4'-0" COAT CEMENTITIOUS APPLICATION OVER 6" TEMPERED GLASS GALV. METAL LATH w/ WATER RESISTANT w 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 z UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO a FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL a 04 ENGINEERS SPECIFICATIONS) R13 BATT O H U �- EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE > w m RATING OF 1 HOUR WHERE LIMITING DISTANCE V) N z O LLJO z L 2 HOUR MASONRY PARTY WALL r Jw GROUND FLOOR PARTY WALL FROM TOP OF F- z Q Q w J U (n z Q Q� O = ~ D 2 c� Y U J w J F_ 0 0 RATING. PARTY WALL TO HAVE 1 1/2" P.T. _ Z BLOCK. FI -FOIL AA -2 VAPOR SHIELD LLJ O REFLECTIVE INSULATION (R-4.1), 1/2" CJ 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS (DA 2'-8" 8'-0" 1 " R4 INTERIOR STUD PARTITIONa U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 3'-0" 6'-8" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 ADD TRANSOM / ELEVATION SPF#2 OR 2x6 SPF#2 0 24" O.C. 1 D 3'-0" 8'-0" 1 R4 FLOOR TO EXTERIOR TEMP GLASS FRENCH 18 LT OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WRAP, FINISHED SOFFIT (2� 2'-8" 6'-8" 1 g WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG. TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND 2'-8" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O INTERIOR DOOR 9' CLG. TYP. O21 6 2'-6" 6'-8" 1 R311.7.3 WINDOW INTERIOR DOOR 8' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 5PF#2 (P.T. 2'-6" 8'-0" 1 J" (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 9' CLG. TYP. STRUCTURAL ENGINEERS SPECS. (4� 2'-4" 6'-8" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF 2 RIPPED # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED (4_T 2'-4" d'-0" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. 2'-0" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS 5� 2'-0" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. MAX. RISER = 7 3/4" 2) 2'-2" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS 2'-2" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS (7) 1'-6" 6'-8" 1 (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. MIN. WINDER READ MEASURED = 6" C� V-6" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, PATIO 4A I O 10'-0"x 10'-0" CONCRETE 6080 PATIO DOOR 'r-100 rn I DINING ROOM CARPET tIN LO I N 20'-10" 1013" y 4'-8" OA LE lr I I1 DW KITCHEN _1 IL - - TILEI riloo 1 I "f IS I C T 8,_61x, 4j" WALK-IN PANTRY PROVIDE 5/8"TYPE "X" G A TH E R I N P ROOM I 1 la 14 DRYWALL UNDER STAA.; l HKr t I LOW 6-)- N o Q HEAD OM O J J U ---- m 1' 0" 3,_g .. J o Q U �w� ---- am o_ QUA j� �w� 0- ZO LLLJ i 0OU 0 Q� O OC) I mzp� LL 00 � U of0(N OOfm w CoQ O I N N LINE OF SYNTHETIC STONE WAINSCOT - -- P WD .- G,o TILE IQI A, 2" ISI I �,� >> r4) N -IN FOYER3" MI OR A TILE 1 94 � 4.1 ( WH //1 PWD *. cn 1 4.1 noo VENT I N 2'-4" 3'_17,. 2r 5,r -5„ 3,-8$„ 7 PROVIDE ELECTRIC PAN PANEL UNDER LOC. SEE HWT SHT E1.1 5 OG RAGE I 0 N LNE OR IND. RLR. ABOVE 8'0"x7'0" O.H. 3ARAGE DOOR A.. .3F r` 5,-4., �„ ORCH I A� o N 2 210 ELECTRIC METER 5 LINEI OF SY�THETIC STONE WAINSCOT 2'-0" FIRST_F L 0 OR PLAN 1/4 9 19 -C I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS T N 0 I �IN N I In 51 5'-1" CENTER OVER DOOR ELOW W97 EGRESS BEDROOM CARPET 9'-04" rn I N 51" 5r-01„ fT N g :N r 2-2068 BI -FOLD n I 20'-0" 10 -3" 4'-8" CENTER OVER W97 WINDOWBELOW EGRESS BEDROOM 3 CARPET 9'-94» 5 -N I O 5 -6j" 3'-9"3'-11" 51„ / 2-2068 BI -FOLD_ 40" HIGH LEDGE-- 1' 8" 3'-4" ------- COW PTD. PINE CAP N It Ir 1 7 S-9" 1r_7rr 4'- 2 3r 4 r, 5'-04" cv 3 T C 41 f 2068 BATH r BI_F 14 -� TILE C-4 LIN AHU 7 - ____ - -- 2668 B FO u� C T LAUNDRY BOX < I & DRYER BOX O2 PAN UNDER ` WASHER X48"X36 D I I W I - 1�0WE 5 j� -- - -- 0 _LAUNDRY - 1 xz21 z II W. I . C. TILE- 1-f - - - = II 13 -- � II 5,-5„ m >l > II 5'��i O4 3'-9"IL ELEV. 'B' 0 UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O INC T MASTER 14 II I BATTI r STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 00 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 m - - - 8'-0" FAT ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 CEILING JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 1RROR - EQUIPPED WITH BACK DRAFT DAMPER. ® --- MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS LJ p W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED I I Cn -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS W25 6" 2'-7" 3'-9" 4'-0" COAT CEMENTITIOUS APPLICATION OVER 6" TEMPERED GLASS I MASTER SUITE i IJ IU o to IF_ J > I I I I EGRESS 1 � W97 RO0 BELOW 5'-11 5'-11 12'-10" 2'-102" I e\I T N Ch QLLJ z Q J EL G✓ Q ~ a_ L0 I [If0 _j O W J OQ� �1r_>_ J n Irf m z0w U= Ln LLJ V) (n N Q TEMPERED GLASS SHOWER ENCL. f 0 Co SECOND FLOOR PLAN 1/4" -8" 3' 2'-1" t 0 I N B KITCHEN FLUSH 44" BREAKFAST BAR SECTION CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 m 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 z EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS LJ p W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS Cn -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I o MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER .-. NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT Q 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 z UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO O FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL a 04 ENGINEERS SPECIFICATIONS) R13 BATT O H U �- EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE DESIGN IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH QUADR 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 DWG.No. - SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. JOB No. 905/117 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 SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONa U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 5PF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF 2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN, INTERIOR GUARD HEIGHT = 36'r COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING, WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL &CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 G (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOO TA GE CAL COLA TIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMEIVTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSTITUTE INC. (ANSI 2765-2003) INSULATION BACKING. 1 0�"1'-11 " 9' 2'- 8 L. TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER o TRIM BIDS. OVER ALL PTD. I rn PINE SHELVES - 48" RECEPTACLE FOR ° CELL PHONE RECHARGER W COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD.(� -)STOP FOYER & DROP AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 S - COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF W Q CL V) W d /CO AI/ � ♦�W LL`i© W O • L.j_J .0 a 0 �t •�iJ 15 0A ZCL fes+ C v J ` • 0 m DO I z IIS i 1-I 0 � C3 LJ p W C5 E- 12 F- J W i/1 �w Cn U�cc) �r, I o < T o z E-, N F� .-. o a�ozco Q CL zE oa�wh z Dr. ZO O ���� a 04 O W4 Q U O H U �- Q e W L1J z I J DESIGN _ I_, N LL QUADR t L.j_J 1 0 m DO z LJ p W 12 F- J 0 W = W o Q LLjU O H U �- Q DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. - _ -- - JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 t Z) m Z 00 2'— 0" r7 I N i� I r4) Ln -- M I -- - - (14 3/4" RECESS SCALE 2: 1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" i -- N �n N r� 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS N - I M �n N 4.. 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS SECTION AT METER NICHE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT © PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) JL 6" WIDE SCORED -- DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REARE9' 9' 1/4" = 1'-0" VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTEF HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRI W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG --- 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH Ir 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK—ON STONE VENEER 6:12 GUTTER DRAINED -_ � TO PORCH ROOF { O 28 44 cD 7/8" STUCCO � PLASTER FINISH -- - rJ (2nd FI. TYP.) VARIES I Fn GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE V) 6:12 10" WIDTH 7" WIDTH - --- _ -_ - SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'— 0" r7 I N i� I r4) Ln -- M I -- - - (14 3/4" RECESS SCALE 2: 1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" i -- N �n N r� 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS N - I M �n N 4.. 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS SECTION AT METER NICHE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT © PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) JL 6" WIDE SCORED -- DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REARE9' 9' 1/4" = 1'-0" VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTEF HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRI W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG --- 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH Ir 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK—ON STONE VENEER 6:12 GUTTER DRAINED -_ � TO PORCH ROOF { O 28 44 cD 7/8" STUCCO � PLASTER FINISH -- - rJ (2nd FI. TYP.) FRONT ELEVATION "B" 1/4 = 1 —0 5:12 I Fn GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE V) 6:12 - --- _ -_ - GUTTER DRAINED TO GUTTER DRAINED TO rn _ PORCH ROOF PORCH ROOF = El ELI El E N 3 W LLJ :2� J O DOWNSPOUT W 1/2" NOM. STUCCO IEL-1/2" U Q STUCCO PLASTER FINISH L U 2 PLASTER FINISH _JILI ------------ 18" ROOF ANG PORCH ROOF GUTTER PORCH ROOF GUTTER U t— � Q O o- (Ground FI. TYP.) FRONT ELEVATION "B" 1/4 = 1 —0 ,E� ENTRY 1/ 99 = 9- 99 JOINING UNIT ELEV E4' ENTRY GARAGE -1 ELEV Z O I— a- U U) W C) Am, w � 0000 0000 0 0 e., z N Uj �'J ` Z W et* •Z . U • • a ►►► F\1AAA`�� _j o 3: LL I Fn 6:12 V) 6:12 - --- _ -_ - GUTTER DRAINED TO GUTTER DRAINED TO _ PORCH ROOF PORCH ROOF = Z 3 W LLJ :2� J O DOWNSPOUT W 1/2" NOM. STUCCO U Q � PLASTER FINISH U 2 18" ROOF ANG PORCH ROOF GUTTER PORCH ROOF GUTTER U t— � Q O o- :2_jF--- DRAINED TO STORM DRAINED TO STORM DESIGN DRAWN ELECTRIC METER QUADR AT/TJF CHECKED TJF WATER WATER JOB No. 905/117 NICHE 1/2" STUCCO PLASTER FINISH AS NOTED DATE 07/16/12 \ ��, 1"x6" RAISED STUCCO "I�J (Ground FI. TYP.) ��'��'--, PLASTER TRIM BAND W THICK CMV SMOOTH FINISH SMOOTH FINISHED 1 /2" STUCCO WINDOW AND DOOR PLASTER FINISH "DIA. CONDUIT TO SURROUND DETAIL WITH FLAT HEADER (Ground FI. TYP.) JN THROUGH CMU (SEE DETAIL) OLLOW CORE O 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED E LECTRIC METER STUCCO PLASTER _ - -- PRECAST -- - - NICHE (SEE SILL TRIM W/ STUCK—ON STONE _... DETAIL) SMOOTH FINISH VENEER - - ,E� ENTRY 1/ 99 = 9- 99 JOINING UNIT ELEV E4' ENTRY GARAGE -1 ELEV Z O I— a- U U) W C) Am, w � 0000 0000 0 0 e., z N Uj �'J ` Z W et* •Z . U • • a ►►► F\1AAA`�� _j o 3: LL SHT OF 4.2B I Fn a V) W O m OD = Z � W LLJ :2� J O w W U Q � J U O U t— � Q O o- :2_jF--- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 4.2B o c i 0 I 00 oZ w VENT THROUGH ROOF, 0 ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" VTR OF PARTYWALL TOP OF PLATE >... TOP OF WINDOW C -A I CfV VEC `L VVH T CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. i •i Z'`••°�' J PLUMBING LLJ •••r•.•,° 0 `ems :ycn RISER' DIAU"RAM N.T.S. PLAN MAY BE MIRROR IMAGE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ®7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10' EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS BSTAIR SECTION OA BUILDING 1/4„ _ 19_099 7' _O n U (J/ W 0 w ��� �` ••'° jW •°••� � ��� U. 6. �;0 w Z =a r ui p OS �yw cm Lu wom m ict bz Q o Z i •i Z'`••°�' J �i� LLJ •••r•.•,° 0 `ems :ycn Q a �lllllllllllee J OfO s l 1 1 z� o � > Q~co O �WzF�� ~ J O w oE-4QCO � cc Hz 1�d oox w J � d a E- C) �- O v W Z 2 DWG.No. DRAWN JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F AT/TJ F t V) LJ 12 Om s z� w3: > O � ~ J O w = W CD QoF- n DESIGN QUAD CHECKED TJF DWG.No. DRAWN JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F AT/TJ F t 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 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w RANGE HOOD VENT (FBC-M15031 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE Li z O U = f- = s _ w _ OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH V)N SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 5 H p F- oCn o w Z c� 6V) - � w J Li BARRIER PER ASTM C 1063 & APPROVED o Z HOUSE WRAP, 7/16" OSB EXTERIOR = UNDERLAY UNDER RESILIENT AND WOOD z< w 10'-0" MAX. HEIGHT (SEE STRUCTURAL m a J < U) 17 W WZ a- Q Z w w Z RATING OF 1 HOUR WHERE LIMITING DISTANCE J U z O U w O z V) O Q O a_ O Q _ Z 0 O w U O Q W F-- w H 0 _ 3: (n Q Z z J Q a-� } a- z z D O D O 0 Z W W O z REFLECTIVE INSULATION (R-4.1), 1/2" (1� 2'-8" F- O D R4 o YES FOR 1 HR RATED WALLS g 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 261" 50R" 271" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 271" 63j" 11.59 NO DATE W2� 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO - W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 2727 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER (W5 224 SH BLOCK SINGLE HUNG 37" 50R" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES 0 W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, (W5) 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO C5) 30511 SH FRAME FSINGLE HUNG 36" 60" 36j" 60j" 15.00 YES MIN. WINDER READ MEASURED = 6" W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR (W9) 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAXIMUM 4" BETWEEN PICKETS. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES IN WIDTH W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO (W9) 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON 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 SPLCIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w RANGE HOOD VENT (FBC-M15031 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 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 U MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 5 FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 ou MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT w EVERY 1000 S.F. BRACING IN ACCORDANCE 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. c� EXTERIOR WALLS TO HAVE A FIRE RESISTANCE r w m RATING OF 1 HOUR WHERE LIMITING DISTANCE J Cn z O o bi z V) O I- F- Q 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF L- w z t= Q Q tY w U Cn z <L 1 p = 2 c� Y U J O w Fw- OF WALL. 1x2 PRESSURE TREATED O p O w _ = ? o' w N O z REFLECTIVE INSULATION (R-4.1), 1/2" (1� 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 STUD PARTITIONS � Q AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR -BB] 19) 3'-0" 6'-8" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 DWG.No. ADD TRANSOM / ELEVATION SPF#2 OR 2x6 SPF#2 ® 24" O.C. JOB No. 3'-0" 8'-0" 1 R4 FLOOR TO EXTERIOR DATE TEMP GLASS FRENCH 18 LT OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN (1� 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WRAP, FINISHED SOFFIT C2� 2'--8" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O5 ATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG. TYP. PROVIDE R38 BATT/ BLOWN INSULATION AND 2'-8" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 9' CLG. TYP. O21 6 0J 2'-6" 6'-8" 1 GENERAL NOTES: R311 7 3 INTERIOR DOOR 8' CLG. TYP. 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. 2'-6" 8'-0" 1 (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 9' CLG TYP. STRUCTURAL ENGINEERS SPECS. CJ 2'-4" 6'-8" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 3 2'-4" 8'-0" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG TYP. DOWN AS REQUIRED GLUED AND NAILED. 0 2'-0" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS 2'-0" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG TYP. MAX. RISER = 7 3/4" (6� 2'-2" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS C� 2'-2" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS 3.) 1'-6" 6'-8" 1 (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, N N ro I O N 0100 r - - 5,_24„ - A OA W53 W53 -9" 6,_01„ ---- PATIO SEE DRAWINGS BY CABINET 10'-O"x 6'-0" MFR FOR CONCRETE KITCHEN CAB ELEVATIONS 6080 PA 10 DOOR w I I I DINING ROOM TILE 42"x42" _ 2 r-100 °' ISLAND I N QI ISI N w -- KITCHEN I I I I ILE L � J --� O DW ---J 42" HIGH F. A. SNACK BAR -IN PROVIDE - - - - - - - - U PANTRY 5/8 TYPE `J A 14 DRYWALL 1 - UNDER STAIRS 16 1 STORAGE O SD6 GATHERING ROOM LOW_ NVJ HEADRQOM Q CARPET ,�„ � � U 15'-616" 3 1 3 m a -- } � .� bj w 0 � w Z J 0_ U Y 3a pov 5'-6 .. S-10 " 5'-10" 6 r 16" DROPPED -- --- o � m BULKHEAD 7 Lu OVER TOILET U o D 0O Q - -- /PWD.B SEE) TILE O „ 5' I CEILd00 Q - 2'_g„ 4 2 11 4„i LL N - U 7R ROR - C __./ STOP TWH DRO OVIDE P AN UNDER 316 2'-616"HWT 7,_OZ„ 2'-74" Y_ $ I II I LINE OF FLOOR ABOVE _ J 8'0"x7'0" O.H. GARAGE DOOR -2;„ 8,-0„ 3'}- 8" FO ER TILE H O I N � 6016„ (-)ol-4" " PORCH _ ELECTRIC METER NICHE 7" 1 5'-4„ W22 SHUTTER SEE SHT 2.2A m LINE OF SYNTH�TIC/ STONE WAINSC T "[ • r7�ro r I 00 A100 SHUTTER DETAIL SEE SHT 3.2B oN I LO 1, 716 FIR, ---'T FLOOR PLAN SECOND FLOOR PLAN1/4 9� - 1 1-091 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. (s )HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) O G A R A G E PANELRIC FIRST FLOOR AREA LOC. SEE 31j" 12'-2 ELECTRICAL SHTS ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1538 SF I II I LINE OF FLOOR ABOVE _ J 8'0"x7'0" O.H. GARAGE DOOR -2;„ 8,-0„ 3'}- 8" FO ER TILE H O I N � 6016„ (-)ol-4" " PORCH _ ELECTRIC METER NICHE 7" 1 5'-4„ W22 SHUTTER SEE SHT 2.2A m LINE OF SYNTH�TIC/ STONE WAINSC T "[ • r7�ro r I 00 A100 SHUTTER DETAIL SEE SHT 3.2B oN I LO 1, 716 FIR, ---'T FLOOR PLAN SECOND FLOOR PLAN1/4 9� - 1 1-091 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. (s )HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) O ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1538 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M15031 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 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) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 ou 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. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE J IS LESS THAN 3'-0" BLOCK CONSTRUCTION - OCONCRETE 2 CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER LLJa 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 U J N 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 pI- SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS � Q AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. AT/TJF MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 DWG.No. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. JOB No. PRE-ENGINEERED ROOF TRUSSES BY TRUSS SCALE MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR DATE FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311 7 3 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, (D MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OWALLS WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING 9 SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (178C -M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' ATTIC A (FBC-R8071 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. L44"1'-2" 2'-1j -2'> 0 DRYWALL KNEEWALL N A KITCHEN RAISED BREAKFAST BAR SECTION DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 718" CEMEN TI TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENT/ TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF W 0 w � %%0 11111/, C� O `••'00*7 •��•••• j //oma O w 0 0 , U.A:01 C'VZ i W_ N Q e --I U rl= 0: 6 • z cn �.•�� a LL - 111.11 O d� Qr, P�V l� E- N �E zZ �­�0� UH Q T�Cn~E-,Z zx o �Axoa � Z Q�Q�O W O x cn � F_ 0C'2 � F-- OW N L.1. SHT OF 5.1 B B m W O Z ou = O Z Cn `~ / Ld J O W LLJa U J N Ld Q=O D pI- � Q 00 - DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 - SHT OF 5.1 B N I M r7 3/4" RECESS SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS VARIES 3' 7„ 3".4" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER N I �n I N r7 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 0 2'-4" VARIES 3 7"'3 4 SCALE 2:1 STT c� A 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 7/8 STUCCO 8 x44 PLASTER FINISH (2nd FL TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO { PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 99 REAR ELEVATION "B" 1/4 " = 19-099 SMOOTH FINISHED PORCH GUTT WINDOW AND DOOR TO STORM WF SURROUND DETAIL WITH E FLAT HEADER (SEE DETAIL) I` �p 1/21 24"x63" PREFORMED PLAST STUCCO PANEL (Ground SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH E � ENTRY ADJACENT UNIT iia.. _ 1._099 STUCK—( xl ro 0 i� SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground A. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) - PRECAST STUCK—ON STONE - FIN. GROUND FLOOR VENEER apilwomill L,J Q 6:12 7- 0 O F— U L,J 6:1200 6 12 I 1 "x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 4:12 5:12 GUTTER DRAINt�?4' �TO STORM WATER PIPE ��•"x,0'cj '''i -- - 0 tw C� 0 6' 4141 Z z lrn Z 04 LU cl:� zi 04 mi [j I❑ z �Q� oma• + a J .0 i 4100 ``` 0 _j - -- �� - 6" WIDE SCORED LL. -DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON FRONT ELEVATION 'B'= 76.58 SQ. FT. FRONT E 1/4 99 /4" = 19-099 ;E4�, ENTRY GARAGE ELEV 1/4 �9 = 19-099 SHT OF 5.26 N 0 m Z I` �p o� L) E-4 oc rZ O C w acf)�zzi` ooa z E. o o,�� w F W LTJ e Z LI 77 1/1 D Li SHT OF 5.26 0 m O W co vi Z F I` v� �E a� o� L) E-4 oc rZ O C cfl acf)�zzi` ooa z E. o o,�� w F L) z 0 � o Cn �owCQ O U CQ SHT OF 5.26 m W o I p Z o0 = p ~ Z > LTJ p J ® LTJ = W Y o �- � Q O � a- J H DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 5.26 HOLD TRUSS BACK AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM 14 KLAUJ (9 IU LAVH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS 0 7 3/8" EACH = 10'-8 3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL JG SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS (-iB STAIR 99 99 SECTION TOP OF PI GTP FIN. SEC FIN. GRC BUILDING 1/4 99 - 19-099 -O77 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" ;11311 VTR OF PARTYWALL i i ,2,. LAI LI\I VI\ �' vv' I CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING .T. co NOTE: AIR ADMITTANCE VALVES (A.A,V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING RISER DIAGRAM. N.T.S. PLAN MAY BE MIRROR IMAGE z O F— n LY_ U V) LTJ F— U w O a_ m Lu 12 O z = O_ z ~ Li > 12 � Lq J O W = LLJ >- a � J N Q O �__ �— U E— < O DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 5,3B SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL ; 150 MP 2/0 ALUMINUM-. DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERVOTRO"'UND ELECI IN M 1 � r II FIELD LOCATE ELECTRIC PANEL FIRST FLOOR 1/4 " = 19-099 LOW HEADROOM -11 UP 17 ELECTRIC MET,,;?R IN NICHE ELECTRICAL I----------7 3" MAX. BETWEEN TRIM AND SWITCH C/L-�— U TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A. F. F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER F, 11 11 q� I i 1� V ill - II I p.--9 I I I " 11 1113- 1 1 j-1- 04, m -1 m/ 110,,xfjll� 1/4 = 1' -019 GENERAL ELECTRICAL NInTE_ c. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7, ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14, SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL0g 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PIANS 2. DRYER VENT SHALL BE VENTED THROUGH THF ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP,- WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE 10 BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3, ALL BEDROOMS SHALL I IAVL AFCI CIRCUITS ONLY. 4. ALL 1 25V, '15 & 20 AMP RECEPTACLES SHALL L3L LISTED TAMPLR RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPLRE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALIFD IN DWELLING UNI1 SHALL BE PROTFCTFD BY A LISTED ARC- ' AULI CIRCUIT INTLRRUPTLR, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NFC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COML30 EXAUSI 1 AN SMOKE DETECTOR WAI1. MOUNIED SWI LIGHT FIXTURE O I CH CEILING MOUNTED 3 -WAY SWITCH LIGHT FIXTURE 4 -WAY SWITCH RECLSSLD CAN W J LIGHT FIXIURF DIMMFR SWITCH $d RFCFSSED VAPORQ W Z PROOF FIXTURL D 1 1 U V UU iLE7 V) Q FLOODLIGHT \ SWITCHED OUTLET `ti FLOURESCENT GFI OUTLET T LIGHT CEILING MOUNILD 220 V OUTLET SID. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURL FAN TV PHONE JACK FI FC. SERVICE PANE[ SPEAKER PREWIRE SPS CODE S17FD J L30X o WITH BLANK COVER T m W 12 oz = O z ~ O W ~ W Lli I– Q C) -� N = O O U I- rz O CL a - DESIGN CHECKED DWG.No. JOB No. SCALE DRAWN AS NOTED DATE SHT OF 5.4E Ld i z CL N O S W J e Ld W Z Ld = D Ld V) m W 12 oz = O z ~ O W ~ W Lli I– Q C) -� N = O O U I- rz O CL a - DESIGN CHECKED DWG.No. JOB No. SCALE DRAWN AS NOTED DATE SHT OF 5.4E Ld i 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 GI ASS 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 TILE I MFR FOR 2204 SF L- - J - Ld Z E- 54"x30" PREP. - DINING ELEVATIONS �-10o N z U N 0 ' LD w a: I"I 01) Q 0 U 0 o (=j 4,_6„ uo V) W LiJ L iJ m J D D z U I:T• ZO �O = z z zEtf z a Lil a a to z O W 0 w W W o w w Q L;J m w O V o U Leo U Q a LL a � F 1- o 3q" F- Z a C) 0 -Iw l0 z Q (af 0 _ _ 0 0 fn O z z J W 0O > > D � D O 0 Z LIJ w 0 z W1) 2050 SH 2'-8" 1�- 1" R4 B LABEL YES FOR 1 HR RATED WALLS SCALE 1 A FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO Z of CW2) 1114 SH BLOCK BLOCK SINGLE HUNG SINGLE HUNG 26�" 264' 50j" 63" 274" 274" 50j" 634" 9.32 11.59 NO NO 6'-8" W IH5SH B-..., D2) 11-16 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO TEMP GLASS FRENCH 18 LT 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO CD2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 8'-0" (W2) 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 601" 11.67 NO (n9 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO F925 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES C53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 2'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 1 (W 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO C5) 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES INTERIOR DOOR 9' CLG. TYP. �) 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES - C9 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 C93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W9) 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO C9) 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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,IOUVERED DOOR OR OTHER 50 SF GARAGE AERA TILE I MFR FOR 2204 SF L- - J - Ld Z E- 54"x30" PREP. - DINING ELEVATIONS �-10o ISLAND TILE U N d C7 o I"I 01) Q 31 " I L 2115'-91 0 9>_98,> Z C) � Z E 4,_6„ uo 0 LiJ w LLJ W4 of U I:T• ZO �O O J 9THq LLJi 0 N �0 I z O W 0 00 RAISED SNACK BAR 0 0 L;J m w V z 0 0 LLj z 0 - F 1- 3q" F- L LI z F Q F- Q J U Ln z Q (af 0 _ F-0 0 Z Y U J 0 LTJ Li L,J -> C� 0 0 3: w = = 1- w (n 0 z AT/TJF Cl) 2'-8" 6'-8" 1" R4 B LABEL YES FOR 1 HR RATED WALLS SCALE 1 A 2'-8" 8'-0" 1 R4 � >_ DRYWALL 0141J130 035939900 03ggog(] "S r Z of 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 0 (n-- 1 C 3'-0" 6'-8" 1 R4 B-..., ADD TRANSOM / ELEVATION , 30 1 g0�f2 6 -0 5,_07„ 7''� 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 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLO. TYP. 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. �AA] 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. C4) 2'-4 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. �4AA] 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. (6� 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. CAA] 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. (7' 1' -6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. �7AA] 1'-6" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. �KO 6'-9" 21'-0" 8'-1 PATIO 10'-0"x 10'-0" CONCRETE 6080 PATIOI DOOR U W53 in J 00 M 8'-3 .. V� OJI 6 MOOIA0A�3HI I r7 r LO - - - �� BU DROP 2'-2" 51 u�Ioo FOYER 1C BULKHEAD N Pw � :.. TILE I LO I 0 R 1 STOP & o DROP TWHI c4 O PROVIDE \ (_)C°-4" PAN -- UNDER HWT ,. 3 5,_6ll„ 2'-5" 5'-11" 5>_5$,> �o ELECTRIC GARAGED PANELOC. SEE MEP_ SHTS A 7 16'0"x7'0" O.H. GARAGE DOOR A LINE OF SYNTHETIC STONE WAINSCOT 2'-6" 16'-0" 2'-6" 21'-0" FIRST FLOOR PLAN 1/4 91 = V-099 W53 W53 I I I (-)0,�4„ I PORCH W53 I c0 -IN N I 00 TRIC M TER I -o NICHE N x 71,-n" 10 L allw"I INS ww"i 1/4 ` = 19-099 0 i� 61„ (�r­ :1 HALLWAY STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1 " PTD. DOOR STOP PERIMETER TRIM BDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER ® 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP OWALL & CEILING BETWEEN GARAGE AND LIVING SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT, sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 718" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND O RANGE HOOD VENT (FBC-M1503) RANGE HOOD VENTED TO EXTERIOR AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCS/. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ®16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ®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 3OINTERIOR 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 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 PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULA110N PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 11) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM TREADS SHALL BE 2x12 SPF MINIMUM AREA FOR GROUND FLOOR EMERGEN 2.CY ESCAPE ) #2 RIPPED WINDOW = 5.0 5q. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN, STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36'• COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 9 ELEV. 'B' FIRST FLOOR AREA co KITCHEN SEE DRAWINGS 1012 SF TOTAL A/C AREA 9 1 BY CABINET 50 SF GARAGE AERA TILE I MFR FOR 2204 SF L- - J - KITCHEN CAB Z E- 54"x30" PREP. - DINING ELEVATIONS �-10o ISLAND TILE N d C7 o I"I 01) Q 31 " I L 2115'-91 0 9>_98,> Z C) � Z E 4,_6„ uo 0 - I w LLJ W4 of U I:T• ZO �O O J 9THq LLJi 0w N �0 I z O W 0 00 RAISED SNACK BAR Y 0 �Qw w U J w - 3q" -------- - - - - - - - - -- - - - - - - ��-11 2 -1� 5'-7" 2,-44,> 1' 8'-7 Num 1 c)�_, Q O o - <m� i GATHERING ROOM a. :2 r IN w I- TILE DESIGN w a QUADRA c�� 0 00 AT/TJF CHECKED TJF DWG .No. JOB No. o _ PROVIDE SCALE AS NOTED 0 o v �/8"TYPE "X" 08/28/12 - � >_ DRYWALL 0141J130 035939900 03ggog(] "S r Z of UNDER STAIRS g3T2 03g90S10 593V00 OT 0 (n-- �- ---------- c�= Q -- { B-..., , 30 1 g0�f2 6 -0 5,_07„ 7''� in J 00 M 8'-3 .. V� OJI 6 MOOIA0A�3HI I r7 r LO - - - �� BU DROP 2'-2" 51 u�Ioo FOYER 1C BULKHEAD N Pw � :.. TILE I LO I 0 R 1 STOP & o DROP TWHI c4 O PROVIDE \ (_)C°-4" PAN -- UNDER HWT ,. 3 5,_6ll„ 2'-5" 5'-11" 5>_5$,> �o ELECTRIC GARAGED PANELOC. SEE MEP_ SHTS A 7 16'0"x7'0" O.H. GARAGE DOOR A LINE OF SYNTHETIC STONE WAINSCOT 2'-6" 16'-0" 2'-6" 21'-0" FIRST FLOOR PLAN 1/4 91 = V-099 W53 W53 I I I (-)0,�4„ I PORCH W53 I c0 -IN N I 00 TRIC M TER I -o NICHE N x 71,-n" 10 L allw"I INS ww"i 1/4 ` = 19-099 0 i� 61„ (�r­ :1 HALLWAY STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1 " PTD. DOOR STOP PERIMETER TRIM BDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER ® 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP OWALL & CEILING BETWEEN GARAGE AND LIVING SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT, sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 718" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND O RANGE HOOD VENT (FBC-M1503) RANGE HOOD VENTED TO EXTERIOR AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCS/. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ®16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ®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 3OINTERIOR 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 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 PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULA110N PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 11) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM TREADS SHALL BE 2x12 SPF MINIMUM AREA FOR GROUND FLOOR EMERGEN 2.CY ESCAPE ) #2 RIPPED WINDOW = 5.0 5q. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN, STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36'• COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 9 R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF � Z E- 0 0 rr1�� C) O d C7 Q Z C) � Z E uo 0 00.,�WE w LLJ U I:T• ZO �O O J 0w �0 I z O W 0 Y 0 �Qw w U J w c)�_, Q O o - a. :2 J I— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG .No. JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 - REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF Ljj I- 0 0 L.L.J L-1 L,j -t SHT OF 6.1 B r I,1 I� m ILi Ld W � Z E- 0 0 rr1�� C) O d C7 Q Z C) � Z E uo 0 00.,�WE w LLJ U I:T• ZO �O O J 0w �0 I z O W 0 Y 0 �Qw w U J w SHT OF 6.1 B r I� m ILi Fj W � Z 0 0 00 Q Z uo 0 w J 12 � w 0w I Y 0 �Qw U J c)�_, Q O o - a. :2 J I— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG .No. JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 - SHT OF 6.1 B r K) I �n LIN I Li N �3M 1° 6.. 1„ 3/4" RECESS _1 SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS z co 'r 2'-4" 1'-8" loll, ' 7" EQ. EQ. 4„ w I 7t, 4„ REAR U) w a Q I. VARIES VARIES 3" 7" 4" SCALE 2:1 d oa 10" WIDTH 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER K) I �n LIN I Li N �3M 1° 6.. 1„ 3/4" RECESS _1 SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS z co 'r 2'-4" - -- V ELEU` METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH I 7/8 STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT j ® PARTY WALL I CONTROL I JOINT "a9x"sc OITA9 9000 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 37"x72" 7"x72" TOTAL GLASS AREA ON ------------ 7„- EQ. EQ. I 7t, 4„ REAR U) w NINE Q I. VARIES 3” 7" SCALE 2:1 N -I iT, C� d oa 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER - -- V ELEU` METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH I 7/8 STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT j ® PARTY WALL I CONTROL I JOINT "a9x"sc OITA9 9000 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 37"x72" 7"x72" TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW REAR ELEVATION NINE 9 9 9 9 1/4 99 = V-099 L ELECTRIC METER I o NICHE o0 P, THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE I 0 0 I 0 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON FIN. GFbMDvEp[tbT -- 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH -i 6:12 6•7<1 6:12 6:12 8. 1"x6" RAISED STUCCO �2 PLASTER FRIEZE TRIM 6•�? W/ SMOOTH FINISH (TYP) NOTE: 9' HIGH RAISED 6:12 CEILING IN BEDROOM 2 6:12 TOP OF PLATE 1"x6" RAISED STUCCO TOP 0_F WINDOW PLASTER FRIEZE TRIM SMOOTH FINISHED WINDOW8 x 0 I W/ SMOOTH FINISH (TYP) SURROUND DETAIL WITH ARCHED Ln HEADER- - 6" WIDE SCORED DOOR (SEE DETAIL) _ G• SURROUND W/ SMOOTH coO - STUCCO PLASTER (TYP) I 1"x6" RAISED STUCCO F.G. F.G. 7/8" STUCCO PLASTER FINISH PLASTER SILL W/ SMOOTH (2ND FLOOR TYP.) FINISH (TYP) FIN. SECOND FLOOR ❑ 1"x6" RAISED STUCCO i - -- - :6::12 PLASTER FRIEZE TRIM PROVIDE CONTROL W/ SMOOTH FINISH (TYP) JOINT ._,-. ._ ..... -.., TOP OF WINDOW _....___� 6"WIDE x18 1/2" HIGH x 18 _.._� _ I 1/2" PROJ. PTD, 12°x12"x1" SQUARE RAISED - - --- STUCCO PLASTER DETAIL W/ I LYURETHANE BRACKET N0. 0 SMOOTH FINISH (TYP.) C BL2955 BY SPECTIS OR EQUAL (TYP.) '0 0 SMOOTH FINISHED WINDOW F17:1 11:71� [11771❑ o AND DOOR SURROUND1/2" STUCCO PLASTER FINISH DETAIL WITH FLAT HEADER 0 Z -HE [HEE[EMIT (SEE DETAIL) I (GROUND FLOOR TYP.) 7 M 5"x3" PREFORMED STUCCO 11 TER TABLE (SEE DETAIL) STONE VENEER FIN. GROUND FLOOR 1111El� PRECAST STUCK -ON m FIN. GRADE TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. FRONT ELEVATION '913 9 9' 1/4 99 /4" = 19-099 6:12 8:12 co FIN. GRADE Rx 1/2" HIGH x 18 112" ROJ. PTD.D. POLYURETHANE �' BRACKET NO. BL2955 BY POD. IDE ELEVATION 3SPECTIS OR EQUAL (TYP.) 1/4 91 /4" = 11-099 '-0„ 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) w � XW . N 1, C�/0 Z .� Z N W Q y • c C p j.� • 0060 LL. i CNI i ii i o� � v W Q~pWmv- �; z cn �E-z a� C c �;2 Zo�A�' 00 ��NWz E-4 z" 0 ZE � oz W oo x _j �4o E -4t4 a I— zOW�d LjO P- e LILI W Z 2 I�I W m W NINE :2 Z 0 O co FIN. GRADE Rx 1/2" HIGH x 18 112" ROJ. PTD.D. POLYURETHANE �' BRACKET NO. BL2955 BY POD. IDE ELEVATION 3SPECTIS OR EQUAL (TYP.) 1/4 91 /4" = 11-099 '-0„ 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) w � XW . N 1, C�/0 Z .� Z N W Q y • c C p j.� • 0060 LL. i CNI i ii i o� � v W Q~pWmv- �; z cn �E-z a� C c �;2 Zo�A�' 00 ��NWz E-4 z" 0 ZE � oz W oo x _j �4o E -4t4 a I— zOW�d LjO P- e LILI W Z 2 I�I W SHT OF 632B m W :2 Z 0 O oa F— Q Z �J W � � W O Q W J Qoa- :2_jI­- DESIGN DRAWN QUADRA AT/TJF _t CHECKED TJF DWG.No. - JOB No. 905/117 SCALE AS NOTED DATE 06/02/1-2-- SHT OF 632B 2" PVC OFFSET\ WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 2/0 ALUMINUM-' DI SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING ffflON1111,11011 I 0'� !��'I " �� Ili RISER MICROWAV ABOV c J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT 1/4" = 1'-0" DE ATTIC / SWITCH 3" MAX. BETWEEN TRIM AND SWITCH C/L$ J Q O U Lo r TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION OWATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTKICAL GENERAL ELECTRICAL NI nTF_ C- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED, NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. EI.FGFND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST TANS SHALL BE VENTED THROUGH THE ROOF. OR WAIL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THL POOL OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: ],SMOKE DETECTORS ARE TO BL IN EACH BEDROOM, COMMON ARLA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WI I HIN 10' OF SI FFPINC ROOMS, COMBINATION UNITS MAY BL USLD. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL. BE USTFD TAMPER RESISTANT RECEPTACI FS 5.All 120 -VOLT, `.SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A I.ISTFD ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPL INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL IAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 FDIIION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ PROVIDE SWITCF 905/117 LE U ER OUTLET FOR FUTURE COUN- DISPO`. 111 1 ® O SMOKE DETECTOR- J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT 1/4" = 1'-0" DE ATTIC / SWITCH 3" MAX. BETWEEN TRIM AND SWITCH C/L$ J Q O U Lo r TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION OWATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTKICAL GENERAL ELECTRICAL NI nTF_ C- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED, NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. EI.FGFND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST TANS SHALL BE VENTED THROUGH THE ROOF. OR WAIL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THL POOL OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: ],SMOKE DETECTORS ARE TO BL IN EACH BEDROOM, COMMON ARLA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WI I HIN 10' OF SI FFPINC ROOMS, COMBINATION UNITS MAY BL USLD. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL. BE USTFD TAMPER RESISTANT RECEPTACI FS 5.All 120 -VOLT, `.SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A I.ISTFD ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPL INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL IAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 FDIIION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co JOB No. 905/117 SMOKE DETECTOR AS NOTED EXAUST FAN 07/16/12 COMBO nlool LL SMOKE DETECTOR- WALL MOUNTED U Z `=W ICHT FIXTURE SWITCH CEILING MOUNTED W W 3—WAY SWITCH $3 LIGHT FIXTURE RECESSED CAN 4—WAY SWITCH4 $ LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR cn PROOF FIXTURE 1 10 V OUT I ET W0_J Q FLOODLIGHT \ SWITCI-IED OUTLET =0-- 0 FLOURESCFNT GFI OUTLET �R� LIGHT CEILING C,F MOUNTED 220 V OUTLET SID. LIGHT DIRECT WIRE W FIXTURE BRACE & PRE WIRE FOR TV JACK, FUTURE FAN T. PHONE JACK FLEC. SERVICE PANEL SPEAKER PREWIRL SPm ct:� CODE SIZED J BOX Q n - WITH BLANK COVER 0 DWG.No. c JOB No. 905/117 SCALE AS NOTED u 07/16/12 nlool LL W J U Z `=W W W LLI CL cn 0 CHECKED TJF DWG.No. c JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 00 < z cn Li W0_J :2W 0 = W Q W H ct:� Q 0 n - CL J DESIGN DRAWN QUADRA CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF W 'r- 0 z 0 CL! U C/-) Lli 0 AT/TJ F 6.4E GENERAL NOTES FLOOR FRAMING PLAN DESIGN REQUIREMENTS ROOF FRAMING PLAN 1 DESIGN LIVE LOADS (MINIMUM): LINTEL PLAN A FLOORS - 40 PSF FOUNDATION DETAILS B BALCONIES - 60 PSF GENERAL DETAILS C DECKS - 40 PSF GENERAL DETAILS D STAIRS - 40 PSF GENERAL DETAILS E ROOFS - 20 PSF + 33.7 WIND DESIGN LOAD INFORMATION - - 44.0 (PER FBC 2010, REF. ASCE 7-10) SLIDING GLASS 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = II SLIDING GLASS 3. WIND EXPOSURE (ALL SIDES) = B + 30.0 4. INTERNAL PRESSURE COEFFICIENTS - 36.7 ENCLOSFr) BUILDINGS = +/- 0.18 9'-0" x 7'-0" 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -48 PSF, +36 PSF FOR ROOF LOCATIONS: -42 PSF, +33 PSF 6. CONSTRUCTION TYPE 5 B - 19.7 FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE� MAY BE USED, IN ACCORDANCE WITH RULES AND LAW ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 • WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2• WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. ?k6N§ 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 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4, METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT / DRILL &" ALL SI PSON SETwWASHERS SAY EPDXY ® 5' IMIIN 1/MBED-BOLTS w/ WASHERS. -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 FORVERT. HEAD REINF. 0 JOINTSREQUIRED) GREATERTHAN 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 � 0 0 6 UNIT BUILDINU BUILDINO Tr 18 lis INDEX OF DRAWINGSi % Si STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN PRESSURES OPENING TYPE END ZONE MID ZONE ZONE S ZONE 4 WINDOWS + 35.3 + 35.3 - 47.2 - 38.2 ENTRY DOORS + 33.7 + 33.7 - 44.0 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x5') - 36.7 - 30.0 9'-0" x 7'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-m" x 1'-0" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DESICxN PRESSURES BASED ON: REF. STANDARD ASCE 1-10 WIND SPEED (VULT) (3 SEC. GUST) 140 m.p.h. EXPOSURE CATEGORY B BUILDING TYPE ENCLOSED 91 0 U N W 0 W IY cj ZXQ n car_ . 1 Z Q Joe W N ix: Q = U t� %))•�'N�-Z 4'oS SLLJ ' Q 3 SHT si 0) 0 1 W U) � � O 0 V) Z 10 (neo WO ~ 0 00 = W r- r^ 0 �JZ < W = 0 0 0 EL J m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2114026 JOB No. SCALE AS NOTED DATE 09/13/12 SHT si e 10'-011 10'-4" I � I 8'-11 1/2" 10'-0" '-9" 10'-0" -1'- 1/2" r---------� 8'-3" 12 2' -0" 2 1/2" 101_011 �& 9'-91/2" I 8'-111/2" 10'-0" 0 ,_ell. -9 10'-0" 9'-3" I � I / s i /,r 1/2 i ! THICK CHICK I I I I THICK I I 7HIGK THICK I I I I THICK `\GONG. LONG. GONG. CONC. GONG. GONG. �A ------------- 1----------- ------T T----------- -----T T------------------ T-------- --- --T T----------- -----T T_..---------------Tj I -� I---] -OL -�a In - ----- -- I I 8D I I Q --Q- FI F I I I ■ I �D I ■ 3 >rz" THICK C%C, SLAB V I I I I r \\ I I 4) I I 6 MI VAPOR IMMER�OVER I I I I r3,-- r � I CPACTED FILL. - = II ... -11 >_....._-:._.._ _T}II _-.__- ....... N �IIIII _. _... � r—J.. 11 - D II ■- "D ,� ' ■ � L_) — — — — � . I _��J� _ — -1 'n I . I r -- � � I ' C >k 2" 2. F, I � I — — — -1- �5 -6 3/4 2 -5 6 -6 1/2 '2'- YQ 1/ I � _�,,-d, I 61 i � I — — — 1 -� -6 3/4 21-511 12 1 I ■ 6'-6 v4° I II I ■■ ■ I I"s I r ,� I ■ ■ -�0 1/ " 7-0 3/411 -1 I1/2 7'-0 3/4" '-1 11/2 0'1 ■ i � � I ■ � I � I I � i — ■ I � I ■ � I I It I � i� I � _ I �� I � I - D ■■ I m I I _ � � N ■ I I I I �r I � �, I I � D ■I D I = Ir I I I� o, I I a I I I■ o-► I L - ■ . ■ . _ � _-�� � �=-mow .__.- �:— . _ .... - ---cq cp 122'-0" PLAN 3/16"=1'-0" A 8YM15OL5 LEGEND ■ INDICATES G=ROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 8'-8" O.G. MAX UN.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. •5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. LL1 a a z O U V) LLJ 0 r Ld a z N Lu °''-j U .Q_ �!� a osv 00,80400000; Z:a-� ,,,,, J a 0 �I ,J Wz°'�; a- c;d z O z up0� m OE--4In"z� 1.4 ,4 C) Z Ez d W p oa z U pO z LLJZ � Ewe E a z0W�� O o u ~ LL. w N 4 0 0) V) I o m 0 c 0 m U) Z F- V) �: 0 O s O ~ 00 Y� z -_ E0QO� �CL DESIGN DRAWN WMR LA CHECKED CFG DWG.N0- 2114026 JOB No. SCALE AS NOTED DATE 09/13/12 S2 SHT �"'J D3 I1_211 01, 40 16'-0" 11_ 3 8'-0" 3'-8" 6'-6" 1' 2' 16'-0" 1'-2' 2'-0" 8'-0" 2'-0" 1'-10" 8'-0" 3'-8" 6140" 20'-3 3/4" 19' 4" 18'-4 41-411 12'-011 13'-6" 6 -6 18'-10' 1'- 5'-4" 21-611 211-011 20 -0 201 -0 20 -0 201-011 211-011 122'-0" PLAN 3/16"=1'-0" A 8YM15OL5 LEGEND ■ INDICATES G=ROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 8'-8" O.G. MAX UN.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. •5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. LL1 a a z O U V) LLJ 0 r Ld a z N Lu °''-j U .Q_ �!� a osv 00,80400000; Z:a-� ,,,,, J a 0 �I ,J Wz°'�; a- c;d z O z up0� m OE--4In"z� 1.4 ,4 C) Z Ez d W p oa z U pO z LLJZ � Ewe E a z0W�� O o u ~ LL. w N 4 0 0) V) I o m 0 c 0 m U) Z F- V) �: 0 O s O ~ 00 Y� z -_ E0QO� �CL DESIGN DRAWN WMR LA CHECKED CFG DWG.N0- 2114026 JOB No. SCALE AS NOTED DATE 09/13/12 S2 SHT RETARDANT PLYWOOD RETARDANT PLYWOOD HEADER SCHEDULE COLUMN SCHEDULE O(2) F JACK SHEADER 2x4 SYP #2 BUILT UP STUD COLUMN BO (3) 2x4 SYP #2 BUILT UP STUD COLUMN GO 4x4 PT SYP #2 COLUMN <8>(4) MTS16 COLUMN TO GIRDER BELOW 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 16d ENDNAIL KING 2x8 SYP #2 BUILT UP STUD COLUMN O(3) (2) 2x12 9s w/ 2x6 SYP #2 BUILT UP STUD COLUMN RETARDANT PLYWOOD RETARDANT PLYWOOD HEADER SCHEDULE �j (1) META16 FLOOR TRUSS TO CMU 11 F JACK SHEADER TAG HEADER FASTENERS (U.N.O.) EA. END OF ❑2 HTS16 12 U.N.O. FOR CONV. FRAMED MEM. ONLY (2) 2X6's w/ T I KING MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X6 1/2 SPACER T STUD 0 HDR ® EA 1 ❑4 (2) 2X8's w/ (8) 16d END NAIL KING MTS16 COLUMN TO GIRDER BELOW H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 D (2) 2X10 I's w/ 16d ENDNAIL KING HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED H2X10 1/2 SPACER STUD 60 HDR ND 2 a (2) 2x12 9s w/ 16d END NAIL LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" H2X12 1/2 SPACER STUD T0 HDR @ EA.KING END 2 CONNECTOR LEGEND �j (1) META16 FLOOR TRUSS TO CMU 11 HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK AND CON. PER PLAN USE (4) 1 O NAILS SOLID IN FLOOR BETWEEN COLUMNS ❑2 HTS16 12 HUC210-2 FOR CONV. FRAMED MEM. ONLY LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY DWG.No. LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 2X4 SCABBED TO GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR ❑4 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET(2) :l MTS16 COLUMN TO GIRDER BELOW COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE EPDXY MIN. 5" EMBED � �';i' D (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED SERVE AS A TRUSS DESIGN. DRILL & EPDXY w SIMPSON SET EPDXY ATTACH 2X4 LEDGER TO 2X6 FACIA a HUC410 BEAM TO B/U COLUMN I& LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" Q MIN. EMBED w/ SIMPSON SET EPDXY OR EQUIV. F-1 LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED in, SUL26, TRUSS TO LEDGER 08 HU210-2 1g SUR26, TRUSS TO LEDGER FRAMING IS NOT EQUIPPED WITH A MOISTURE (2) HTS16 TRUSS TO COLUMN OR TO HEADER 19 MSTC28 COLUMN TO TRUSS BELOW 10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK 2V HHETA16 TRUSS TO CMU SOLID IN FLOOR BETWEEN COLUMN AND CMU ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE RETARDANT PLYWOOD RETARDANT PLYWOOD RETARDANT PLYWOOD 1st F FRAMING PLAN 3/16"=1'-0" TRUSS PER PL CONNE( PER PL (2) 2X 1/2" F NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. O BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.0 FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 12" O.C. CMU WALL PER PLAN 3/4"=1'-0" 2 EYEBROW DrETA1L 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. 2X4 FRAMING OR PRE -ENG. TRUSSES ® 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4) 10d NAILS FOR CONV. FRAMED MEM. ONLY 2X6 FACIA 3/411211-011 ROOF NOTES: FASTEN PER PLAN J AND CON. PER PLAN USE (4) 1 O NAILS r2 DESIGN TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY DRAWN FOR CONV. FRAMED MEM. ONLY A TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED CFG DWG.No. 2114026 2X4 SCABBED TO GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR LLI 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO Q COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE � �';i' WITH ASTM A 153. F— SERVE AS A TRUSS DESIGN. CONNECTION NOTES: ATTACH 2X4 LEDGER TO 2X6 FACIA --- DATE 09/13/12 SCAB w/(4) 10d NAILS Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, 3EYE5ROu: DETAIL r� TO BE SIMPSON META16 (WITH A TSS IF THE S4 0 FRAMING IS NOT EQUIPPED WITH A MOISTURE WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO Q OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE FRAME WALL WITH A MTS12 w/ (5) 10d NAILS 0/ INTO THE TOP PLATE AND (5) 10d x 1 1/2" LL. 16" O.C. MAX. OR AS OTHERWISE NOTED. c ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS LLJ 0 CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE a AT ALL NON-BEARING WALLS AND AT VOLUME AREA OF THE WALL, U.N.O. f" 0 SIMPSON H2.5A MAY BE USED ON CORNER F- UNLESS NOTED OTHERWISE. JACK AND END TRUSSES WHERE UPLIFT a DOES NOT EXCEED 535 LBS. W 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM REPLACEMENT FOR _ -+- WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO cn w MISSED META -16 LINTEL STRAPS FOR MASONRY CEILING. r CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR 6. TRUSS MANUFACTURER TO INSURE DESIGN LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. A) ALL CEILING HUNG SOFFITS AND SOFFITS ROOF VENTS: o) WITH CABINETS AS SHOWN ON PLANS. w I 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT B) ATTIC LOCATED HVAC UNITS AS SHOWN ON TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN PLANS. 0 FBC 2010 EDITION SECTION R806 = V) 4• ROOF VENT AREA FORMULA: Z 7. REFER TO MANUFACTURER SPECIFICATIONS FOR SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. v) 0 1 O INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 0 F_o0 INSTALLATION. s 0 77 LLI T_ 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. U 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN (n LIVING SPACE IS ABOVE THE GARAGE. Ld 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL C) 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: r: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE), 5/8"(WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND . 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). >: PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING Ld JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS ctf TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS. ALL SHEATHING TO BE MIN. 2" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED ♦♦�111�������/�' a O^ w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM ���♦♦P�� •*•,i lc'04 = OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN��•'••• . 14 ''iiiCD W O FIELD. BLOCKING SHALL BE PLACED AT ALL o t�tw ;• �Q Z SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD x z W O USED FOR UPLIFT & SHEAR RESISTANCE.�: Z - V NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �, �u Z 1-4qVV SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL y ����••.. �•••`'J��� Q OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x o �ir/h••�•,•••�` `-���` J O 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN ��/I�it,T♦♦♦♦♦ 3 � 0 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT FASTEN PER PLAN J AND CON. PER PLAN USE (4) 1 O NAILS r2 DESIGN TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY DRAWN FOR CONV. FRAMED MEM. ONLY A TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED CFG DWG.No. 2114026 2X4 SCABBED TO GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR Q COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE � �';i' WITH ASTM A 153. SCALE CONNECTION NOTES: ATTACH 2X4 LEDGER TO 2X6 FACIA --- DATE 09/13/12 SCAB w/(4) 10d NAILS ALL TRUSS/BEAM TO MASONRY CONNECTORS 3EYE5ROu: DETAIL r� TO BE SIMPSON META16 (WITH A TSS IF THE S4 0 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 Q FRAME WALL WITH A MTS12 w/ (5) 10d NAILS 0/ INTO THE TOP PLATE AND (5) 10d x 1 1/2" LL. NAILS INTO THE TRUSS TOP CHORD c ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS LLJ 0 CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE a J OF THE WALL, U.N.O. f" 0 SIMPSON H2.5A MAY BE USED ON CORNER F- J JACK AND END TRUSSES WHERE UPLIFT a DOES NOT EXCEED 535 LBS. W REPLACEMENT FOR _ -+- OMITTED STRAPS: OMITTED cn w MISSED META -16 LINTEL STRAPS FOR MASONRY r 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: o) 1. VENT SIZES TO BE CALCULATED BY OTHERS w I 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 0 FBC 2010 EDITION SECTION R806 = V) 4• ROOF VENT AREA FORMULA: Z SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. v) 0 1 W * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 0 F_o0 s 0 77 LLI T_ 2X6 PT LEDGER W/ 2X4 FRAMING OR >- Q 0 (2) 1/4"X3-1/2" SDS PRE -ENG. TRUSSES ---I 7 - SCREWS ® 16" O.C. ® 24" O.C. MAX. Q U Q W/ SIMPSON H4 TO W LEDGER � O ROOF SHEATHING Ems., w 0 m Z 0 C> 1014 A~off ;w4 I Z0 CO G7 ��oz Z o 'OAx0v�i d; o , Uao�zo � z0WCQ O �� FLOOR SYSTEM FASTEN PER PLAN J AND CON. PER PLAN USE (4) 1 O NAILS r2 DESIGN WMR DRAWN FOR CONV. FRAMED MEM. ONLY A CHECKED CFG DWG.No. 2114026 2X4 SCABBED TO TRUSS VERTICAL w/ JOB No. (2) 10d ® 3" O.C. � SCALE AS NOTED ATTACH 2X4 LEDGER TO 2X6 FACIA --- DATE 09/13/12 SCAB w/(4) 10d NAILS 3EYE5ROu: DETAIL 3/4"il -0" SHT S4 LA 2nd FLOOR FRAMING PLA1 CONNECTOR LEGEND 1❑ (1) META16 FLOOR TRUSS TO CMU 11 HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK TAG HEADER FASTENERS (U.N.O.) SOLID IN FLOOR BETWEEN COLUMNS n HTS16 12 HUC210-2 F3 LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X6 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING T STUD 0 HDR ® EA 1 4❑ w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X8 EPDXY MIN. 5" EMBED STUD 0 HDR ® EA T 2 it (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED H2X10 DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR @ EA. END 2 O(3) HUC410 BEAM TO B/U COLUMN 16 LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" MIN. EMBED w/ SIMPSON SET EPDXY OR EQUIV. ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I 191 I SUL26, TRUSS TO LEDGER F8 I HU210-2 I F,8 I SUR26, TRUSS TO LEDGER D I (2) HTS16 TRUSS TO COLUMN OR TO HEADER I F,9 I MSTC28 COLUMN TO TRUSS BELOW i0 I SOLD CNLFMN OB ETWCMU w COLUMN TR, 6" E BED. BLOCK I 2m I HHETAI6 TRUSS TO CMU 3/16"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN OB (3) U.N.O. SYP (2) 2X6's w/ T ENDKING UP STUD COLUMN H2X6 1/2 SPACER T STUD 0 HDR ® EA 1 #2 (2) 2X8's w/ T ENDKING (4) H2X8 1/2 SPACER STUD 0 HDR ® EA T 2 UP STUD COLUMN (2) 2X1 O's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR @ EA. END 2 O(3) (2) 2x12's w/ (10) 16d END NAIL KING SYP H2X12 1/2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's ®16" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ® = NAILS. ATTACH 2nd PLY TO 1 st PLY w/ (2) ROWS OF 1 Od NAILS ® 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 ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE F- a z 0 n ry 0 ui W 0 �N 04 � `` �`••••phi I,� �, o tW O �: O -� • U) t,..� - f� : , A z • "'• • Z ' -: U_ . Lu � Q O. s s 3 0 00 go g- 00900"04? 11; LL. is» 0 Z � Z � O t` �W L) o dt W z 0.0 clq A p E-4 unr- Z � zU) z c oup= Q Z m ck�0-4 E ca -Z C) 0a�z z o�LLJ 0 U oho a J J a- I- L L_ h o H cq E- ZO �Cd W � � = N �N 0 0 rn 0 1 W Cy) :2 00 0 0 _V Z F— V) �: 0 W O 0 ~ 00 I W z �~UJ 0 Q 0 CL � J m DESIGN DRAWN WMR _ LA - CHECKED � CFG DWG.N0. 2114026 JOB No. o -- SCALE AS NOTED DATE 09/13/12 S5 SHT COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN OB (3) 2x4 SYP #2 BUILT UP STUD COLUMN OG 4x4 PT SYP #2 COLUMN OD (4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN 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 ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE F- a z 0 n ry 0 ui W 0 �N 04 � `` �`••••phi I,� �, o tW O �: O -� • U) t,..� - f� : , A z • "'• • Z ' -: U_ . Lu � Q O. s s 3 0 00 go g- 00900"04? 11; LL. is» 0 Z � Z � O t` �W L) o dt W z 0.0 clq A p E-4 unr- Z � zU) z c oup= Q Z m ck�0-4 E ca -Z C) 0a�z z o�LLJ 0 U oho a J J a- I- L L_ h o H cq E- ZO �Cd W � � = N �N 0 0 rn 0 1 W Cy) :2 00 0 0 _V Z F— V) �: 0 W O 0 ~ 00 I W z �~UJ 0 Q 0 CL � J m DESIGN DRAWN WMR _ LA - CHECKED � CFG DWG.N0. 2114026 JOB No. o -- SCALE AS NOTED DATE 09/13/12 S5 SHT L9FI6 L9FI6 L9Flb L9F16 L9F16 L9F16 L9FI6 L5Flb L9F16 L9Fib L9F16 L9Fib R2FI4 R6FI4 R�F14 R1FI4 L2F28 LbF12 L2F32 L38 L4FI6 L2F38 L8F12 L8F12 2F L2F24 L2F24 L2mF3b L20F36 L20F36 L2fdF36 L20F36 2®F36 TYPE DESIGNATION FROM DATA FROM THE 16" DEEP 24" DEEP FOLLOWING 32" DEEP a . 14" DEET' F = FILLED W/ GROUT 2'-2" 2231 3069 U = UNFILLED 8974 8974 10000 10000 R1 3'- 0 " a = a L2 2'-10" 1783 R R2 3'-4" 1425 5206 L3 3' 4" LX FX_ 2693 6113 8974 8672 7342 10000 10000__- R3 R4 R5 3 6 3' 8° 4'-0" 1320 1230 1081 LINTEL MARK L4 L5 L6 L7 L8 L9 3' 10" 4' 0" 4'-8" 5' 2" 5'-10" 6'-10" 1217 2165 1663 6113 5365 1006 860 710 • • NOMINAL HEIGHT 1651 5365 7342 10000 R6 5'-0" 846 3810 —5/8"ACTUAL 6036 8328 R7 6'-0" R8 7'-0" 8" NOMINAL WIDTH 2738 1568 1436 570 488 1232 3480 FILLED #5 REBAR AT TOP MIN. (1) REQ'D r1-1/2" CLEAR C.M.U. Q= J Z GROUT o #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) #5 REBAR AT TOP MIN. (1) REQ'D '1-1 /2" CLEAR C.M.U. GROUT • — • -5/8"ACTUAL 8" NOMINAL WIDTH UN—FILLED BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS MARK MAX. CLR. OPENING 8" UNFILLED 8" DEEP FROM DATA FROM THE 16" DEEP 24" DEEP FOLLOWING 32" DEEP APPROVED MAN. CAST -CRETE, RECESSED LINTELS -FILLED MARK MAX. CLR. OPENING 6" DEEP 14" DEET' L1 2'-2" 2231 3069 6113 8974 8974 10000 10000 R1 3'- 0 " 1691 5206 L2 2'-10" 1783 3069 6113 R2 3'-4" 1425 5206 L3 3' 4" 1343 2693 6113 8974 8672 7342 10000 10000__- R3 R4 R5 3 6 3' 8° 4'-0" 1320 1230 1081 5206 5206 L4 L5 L6 L7 L8 L9 3' 10" 4' 0" 4'-8" 5' 2" 5'-10" 6'-10" 1217 2165 1663 6113 5365 1006 860 710 10000 4567 1651 5365 7342 10000 R6 5'-0" 846 3810 1423 4360 6036 8328 R7 6'-0" R8 7'-0" 693 526 415 2738 1568 1436 570 488 1232 3480 8360 8825 991 2661 5681 6472 R9 8'-0" L10 7'-8" 416 752 1843 3486 3486 - 6390 6205 - R10 9-10" 415 1436 L 1 1 8'-8" 354 726 618 1843 1533 L12 9'-10" 315 2781 4754 L13 10'-8" 292 567 1366 2423 2193 4006 3552 L14 11'-4" L15 11'-10" 277 525 1254 255 471 1075 1838 2883 L16 12'-8" 239 458 1075 1838 1697 2883 2630 L17 13'-4" 0 430 1002 L18 14'-0" 0 0 418 1234 379 1 160 1779 2662 L19 14'-8" 1660 2439 L20 16'-8" 0 _ 288 950 224 750 1379 1177 1114 1997 1676 1468 L21 18'-8" 0 L22 19'-4" 0 180 598 L23 20'-8" 0 0 0 177 598 1024 1441 L24 21'-4" L25 23'-4" 164 550 981 1376 129 450 824 1147 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANIC. ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI LXXFXX -Precast Lintel 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. RbF14 Z O ry U 0 Ld 0 0 w a 0 04 gv o ` • Z C� •• .• x"i '•••..e� oc �rrrllill�� 3 LL_ a '1 �CZ:2Jm DESIGN DRAWN W I � ----- CHECKED Z' Az C.i r . .Co� 2114026 z � E- Z "� I SCALE O Aco � AS NOTED J «i a�'�za 0) WP. a ~ Z��rCo w S6 Z7 E OHO _j .�,�'z', �� ,v11 " z H CAI O L) �CZ:2Jm DESIGN DRAWN W I � ----- CHECKED N 0 r DWG.No. 2114026 z �CZ:2Jm DESIGN DRAWN W M R � ----- CHECKED CFG r DWG.No. 2114026 JOB No. SCALE AS NOTED DATE 0) S6 SHT Ld 0)I :2 0 0 V ZF— oo v) �: 0 W ' 0 ~ s 0 00 = Lj Q(� 1 i" J Z U Q � Lu OAU— Q 0 �CZ:2Jm DESIGN _LA DRAWN W M R � ----- CHECKED CFG r DWG.No. 2114026 JOB No. SCALE AS NOTED DATE 09/13/12 S6 SHT _LA Li.l Q 3/4" RECESS 1/2" G.W.B. OVER VAPOR 8" CMU BLOCKPER 1/2" GYP. BD. EA. SIDE FC SLIDING SPECSGLASS DR. BARRIER W/ R-3 IN5UL. 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK OF 2x IS 6 16" O.C. BETWEEN 3/4" P.T. VERTICAL II FURRING m 24" O.G. I BARRIER w/ R-3 INSUL./ BETWEEN 3/4" P.T. VERTICAL I� 5P-4 (2x4) / SP-6 (2x6) /SP-8 (2x8) a e LOPE C l) "5 FROM FTG. TO TIE BEAM SPLICE TO II FURRING 6 24 O.G. ll) "5 FROM FTG. TO 1/2" x 7" WEDGE I g EACH STUD ANCHORS (o FROM TOP BOTTOM e A 4 ° 3-1/2" CONG. SLAB II 11 BE MIN. 30 GROUT Lu/ FIBERMESH REINF. CELL SOLID I I 3 1/2" GONG. SLAB II TIE BEAM SPLICE TO I BE MIN. 30" GROUT EA. END OF WALL AND 32" O.G. PT. BOT. PLT. d p A e SILL F MED ON SITE 4 OVER R MIL. I VAPOR BARRIER I , I INTERIOR w/ FIBERMESH REINF. OVER 6 MIL CELL SOLID ,A 4 4 °a XP JOINT I VAPOR BARRIER I ° 1 I Y Z ------ - - - ° e I_I-_II II /2 41 CASING � I ° 14' GRADE _...-�_ I I a • — — - _ .•a —a,1 - —__ _ III-III= e GRADE -III—III—I I I_I I ; I I II L_ I I _ 1=1 I I-_ III=III-III-- III=I (2) "5'S CONT. I I- ALUMINUM THRESHOLD 3-1/2 CONC. SLAB SLOPE 0- - U 11= III - ° d _ _ III - -_III= z -, i 1 i -� I I- I 1=1 I III-- W/ 3" MIN. CLEAR 811 811 P 5 O W/ SILL FORMED ON SITE 6x6 10/10 W.W.M. (� w I I_ _ _ _ - C) I AIC CHASE I II= = El - PVC SLEEVE TO -II_ ; . ;� I—I WHERE 2ND 5T STORY OCCURS AND (o MIL. VAPOR 3/4" RECESS BARRIER _III_ MONOLITHIC FOUNDATION' I I=III m III-III-I -_-III-1I1=11' = BE TWICE THE III I I= , _• . I I=� I1 FTG SHALL B - E 1' 8" WIDE a _III --III- W/ (2) r5 DIA. RODS CONT. I I I�-III - � � CLEAN CHAIRS -COMPACTED FILLPROTECTED _ _ _ �i l i -III- DIAMETER OF I —I I � PIPE6 W/ (3)S BARS 4ON S5io STANDARD -IIUPLIFT Rff CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT PER FG, ° a A WHERE 2ND STORY OCCURS C1) "5 CONT. REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. ,DENSITY SPECS FTG SHALL BE 1'-8" WIDE Lu/ (3) 05 BARS W/ 3" MIN. CLEAR EXP JOINT ;r 1 FOOTING SECTIONLd NTS 2SHWR FolEXTERIOR 3 C-�S� DETAIL NTS (:43 INT3R- �ALL FTG �X TE R1 OR DOOR 0_1W/ 5LOC� NTS DETAIL NTS FOURS D %SILLS NTS `� •-••••••.• // N • �, ti. Oe.c s .3 : ,z z •� z N W �00 :Q . a i I W',r"] - o Z O 1/2" GYP. BD. EA, SIDE OF FILLED CELL E 3 r�r 2x'5 16" O.C. 1/2" J-BOLTS 6" FROM NON -LOAD BRG. WALL EA. END OF WALL AND SPACE 032" O.G. GARAGE 4" ® I9 (ro MIN. EMBED) NO 2 I/4" _ II 8" CMU BLOCK 3 1/2" GONG. SLAB WEDGE ANCHORS SP-4 (2x4) / SP-b (2x(o) ALLOWED TOP VIEW 9 CORNER 7I I!; --�---_---- ' GRADE p cuj w I 12x8) 6 EACH EACH STUD Q TOP 4 BOTTOM > PT BOT. PLT. (1) 05 FROM FTG. TO II „ TIE BEAM SPLICE TO 3 1/2 GONG. SLAB `� w II' l Q, �"y r- O p d� :III III=1 I I=1 I I � • i _ _ _ � I I ;. GARAGE WALL w/ FIBERMESH REINF. BE MIN. 25" GROUT II CELL SOLID �i OVER (o MIL.C A - - - - I I I I� I I I:__� i I I III I I�_I I 1 --III iII I • _ -------- . ` � 4 �`� ----------- � e VAPOR BARRIER Q cQ.> W o W VI z E+ o� ,_,Iii —1 --i _ � '- _ • ° _, d + ` 8" x 8" THICKENED SLAB w/ (1) 05 CONT. A (2) � S CONT. ° - n C3) '"5'S CONT. W/ 3 MIN. CLEAR 11 3 1/2" CONC. SLAB 411 � J ° "' -III= •_ � , GRADE ., r -_= Z O UP A co ^ z p = Z a` W/ 3" MIN. CLEAR 10 10 a = = °' __�I 1_4,4 p" 811 811 p — ---- � � � t _ -i- -III=�•� I=1 I I=I i 1= i 1=I i ;i=Ij. I=III s , , • .I" (1-III 0 Z 4 � q �0+, O ra+ d� UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT __ I I II I I I I I I I I I i I I I I I=III=I-I I I I_ i I I III I II- =I I a I I I -_ Q d z z REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR AND SHOULD III_ _ _ _ _ - 8 x 8 THICKENED III I-.III-III-III-I -_± === -__= _ Q Gs, O BOLTS BE PROVIDED PER PLAN. II i EDGE W/ (1) 05 _III=1 1= 11.1=1 11= CONT. MONOLITHIC FOUNDATIO --III=III - _ w J vi a III ;III III-iII �_�.1�-� ---- CLEAN W/ (2) 05 DIA. RODS - COMPACTED FILL CONT. ON CHAIRS 1 4 F_ D F" O� Ea" 6 95% STANDARD DENSITY F- O 0 U w d C) a ll WHERE 2ND STORY OCCURS W FTG SHALL BE 1'-8" WIDE W T� 1 C<ENE D EDGE � O��S� �' FOOTING 0���� � FOOTING S „_ � �� g TH I C ENE D EDGE w/ (3) 05 BARS � GARAGE CUR53 4 N NTS NON5E AR I NCS NTS 5E AR I NCS 3/� -1-� 00GARAGE DOOR NTS 1� Z DETAIL NTS E. — V I w0) :2 ao 0 1/2" G W.B. OVER 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK BARRIER W/ R-3 IN5UL. BEYOND 1/2" G.W.B. OVER Z F— 3. O J 00 - 1 1/2" P.T. VERTICAL II 8 CMU BLOCK FURRING 24" O.G. I B RR NGNg 24 O.C.VERTICAL 1 1/2 P.T. VERTICAL I I 8" CMU BLOCK c7 W Q FURRING 's 24" O.G. F- - I (1) 05 FROM FTG, TO EXTERIOR DOOR I I (1) "5 FROM FTG. TO S II TIE BEAM SPLICE TO (3) "5'S CONT. BE MIN, 30" GROUT 3-1/2" CONC. SLABC3) w/ FIBERMESH REINF. "5'S CONT. II TIE BEAM SPLICE TO BE MIN. 30" GROUT = w Y W/ 3" MIN. CLEAR I CELL SOLID TL. L. OVER 6 MIL. THRESHOLD SET W/ 3" MIN. CLEAR cn II CELL SOL.Ip o VAPOR BARRI IN t I w J Z ° --_ s q•V-_+-e=r ----1I -• -" -ii-III_L -_e--•a - - - - - 10 1/2 .�° Q- � IIII � �i Ii Q GRADE -- --------- ---------------- a°°.d+ �a II_iI __I �I • A • ` • __III —_—_ i I_—i•II `. 0 0Q O — .. .. ° • ° i-- _III-II — )11 Ilk ° A ..._—_III— II_ -_-III- III -, _ --° : _ , °°, e I I—III ° f •• . i III ICLM J m LL =1 I a I i =III=1 11- �I ° ey +°=I 1_1 IF I HE I i—�--� I_I 1==CLEAN I _ — I- I DESIGN RAWN i COMPACTED FILL STANDARD —__ — _ ___ ___ II I II I=III=III — - CHECKED C GR _ I- I I III— — —I —III-1 I-I I E I I _I I— 11 11 11 8 2'-0 8 -._ MONOLITHIC FOUNDATION' I7 DENSITY �� —I � i--I I I I I—I W/ (2) "5 DIA. RODS CONT. l 1=III= ON CHAIRS 8" 2'-0" 8" � DWG. No. 2114026 JOB No. RE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE SCALE AS NOTED W/(3)"5 BARS DATE 09/13/12 WA 11 PARTY � � 12 ENTRY DOOR GARAGE CUR5 13 �� � �� NOT SUSED NOT m �,3/4��_��_��II NT DETAIL S _ - AT PAR�'�'WALL 3/4 -1 � USED � SOSOOTINCASHT I/2„ GYP. BOARD 1/2" GYP. BOARD -1/16" O.S.B. SHEATHING W 7/16” 0.5.5. SHEATHINGQ STUDS -m16" O.C. 2x4 DECKING PER 2x4 STUDS s 16" O.C. DECKING PER p FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE 5CHEDULE SCHEDULE �74 ATTACH RIBBON TRUSS (BY TRUSS (BY _ BOARD TO TRUSS OTHERS) OTHERS) TRUSS PER PLAN w/ (3) 10d NAILS 1/2„ ANCHOR BOLT w/° i ATTACH SHEATHING TO WASHER 6 32” O.C., RIBBON BOARD WITH •3�� DRILLED AND EPDXY w/ 8d NAILS 6 3" O.C. pL SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO ° FLOOR TRUSSES WITH •+ (2) 56 NAILS EVERY 3" a �(5d NAILS im 3" O.G. WALL Z SHEATHING TO BOTTOM °' O PLATE ° O.S.B. TO OVERLAP BOT. PLATE 1 1/4" 1/2 GYP. BOARD META16 PER PLAN HGAIOKT 6 48" O.C., HGAIOKT 6 48" O.C., � (MIN.) d :> TRUSS TO TOP TRUSS TO TOP U 8" CMU WALL 17 PLATE PLATE (n A PT lx NAILER W D AS REQ'D. 8" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN, SPECS FOR BLOCKING REQ. 2 5TORY CONNECTION 2 2 5TORY CONNECTION DOUBLE TOP PLATE, U.N.O. DOUBLE TOP PLATE, U.N.O. 41 fi��fi���l..,�� UU�4�� 1 1/2'=1 'w �'�fi��'. l�,al��.. 11/2 21 5104 EACH STUD SP4 EACH STUD ,i 7/16 OSB, NAIL TO BRG WALL PER PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. 0 1 W 2X4's s 16" O.C. 11 � W �� T i' O DOUBLE BOTTOM PLATE FIRE RATED WALL SYSTEM, SEE FIRE RATED WALL``�\\Ily SYSTEM, SEE UPSIDE DOWN H10 COR H10-2 FOR ARCHITECTURAL PAGES FOR ARCHITECTURAL PAGES FOR �` a ��� .••••••.. �/� ��•� / N �r•' 2-PLi) BOTTOM PLATE TO EACH MID -POINT DESCRIPTION MID -POINT DESCRIPTION �.� LL (� TRUSS. SLIT FLOOR DECKING TO BLOCKING BLOCKING o o = ' N ,.A :pZ o Z N W, �• Q . z ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS c� W �, S1 V a 0 O � t 11••• ••• O Au 3 - 2x STUDS i1 1(o" D.C. PER PLAN a 2x STUDS S 16" BRG. HGT. O.G. PER PLAN 1 \\--TRU55 SP4 's EACH STUD ' ^� v , ', I z PER PLAN �' rO TO FLOOR TRU55 N O 2 PLIES) NG O w WALL 3 CONNECTION DETAIL I PER PLAN L- -.4CONN "' SP4 D FLOOR SYSTEM PER PLAN '•'' M C z � z : w �O C�3 2 % '%" GYP. BOARD 2X NAILER W/ (2) 7/16 O.S.B. SHEATHING 10d NAILS 's 16" O,G, z DE" q v2 m � 2x4 STUDS � 16" O.C. 2X4's a 16" O.C. ROOF SHEATHING �� 16 HIGH KNEE 0 �--+ t/1 N ,.., z •• DECKING PER FLOOR NAILING 2x4 BOTTOM PLATE FASTEN PER PLAN (TYP) WALL, STUD SPACING '1 16" � 1-+ a d 0 Z � G ►�- qx SCHEDULE Z" GYP. BOARD O.C. p,, o Q z��Ww Z x O (2) 10d NAILS 6 IST FLOOR BRC; HC;T Z L) C O � 6" O.C. TRU55 REFER TO PLANS � J � � a � TOP CHORD TO 2X4 Q E-+ w E°+ IN Ey OIY 2x4, CONTINUOUS EXT. SHEATHING CONT. FLOOR DECK FROM TOP PLT. TO �— 1'- 0 z U C'2 BOT. OF GIRDER, FASTEN PER PLAN 1/2" DIA ALL THREAD I ROD 's 48" O.G., 5" I 1/2" DIA ALL THREAD ROD m 48" O.C., 5" EMBED, L J DRILL 4 EPDXY EMBED, DRILL 4 EPDXY I w/ I LTJ META16 6 EACH ad NAILS 3" O.C. w/ SIMPSON SET EPDXY 51MP5ON 5ET EPDXY OR I _ TRU55 VERTICAL WALL SHEATHING TO r GIRDER PER PLAN x OR EQUIVALENT I EQUIVALENT cn- N TRUSS BOTTOM o ° CHORD I 2x4 PT FURRING - I 2x4 PT FURRING z ° 2X NAILER W/ C2) I 's 24" O.G. I 24" O.G. GYP. BOARD 10d NAILS I1 16" O.C. I a ° a I PT lx NAILER TRUSS AS REQ'D. 2 5TORY CONNECTION WALL TO GIRDER o� � W � o 0 PARALLEL WALL 1 1/2' CONNECTION DETAIL. 1 1/2"=1'-�" ' - � � ° 8" CMU WALL 8 CMU WALL I V) Z F- -VO I V) 0 w0 I (1) 05 FROM FTG. TO i (1) S FROM FTG. TO Q 00 TIE BEAM SPLICE TIE BEAM SPLICE - = II TO BE MIN. 30" II TO BE MIN. 30" Y GROUT CELL SOLID II - GROUT CELL SOLID a 1/2" GYP. BOARD J Z DECKING PER II II ~ U Q FLOOR NAILING 7/16" OSB OR I I 0 ~ = J SCHEDULE 1/2 PLYWOOD -;:-Z I I I I F- (� — I I Q Q::) e a ry� C J W HU26 TRUSS TO LEDGER i i _ DESIGN DRAWN OR GIRDER ' WMRa�ISI LA CHECKED CFG PER PLAN DOUBLE 2X8 LEDGER. ATTACH ;III -1 4 III -1 I I_I I III III I I -_� ISI I I_ =1 a - A I I II__ 1st PLY TO FLOOR TRUSS w/ (4) CMU WALL -_ _ _ _ _ - I I I I I I I I I I I I I I I I — I. LI �I�IIIIIII�IIIIII I L_ I ISI1 I I-1 1=1—I I_I I_� DWG.N0' 2114026 10d NAILS IN EACH VERTICAL. PER PLAN _ _ _— _T LI I I-� I I I i--III--III Sd NAILS 3 O.C. ATTACH 2nd PLY TO 1st PLY WITH — � �_4� I I I I I — I I I I LEI I I I — I I M L- = l �—_ ^— ��� I—, JOB No. (2) ROWS OF 106 NAILS m 6" O.C.— __� = I II I I=ISI I I� II1 I1 I I -T:- SCALE 17-7 PER ROW STAGGERED 3" AS NOTED DATE 09/13/12 NOTE: REFER TO JOIST MAN. 5PEC-5 FOR BLOCKING REQ. 2 STOiR"*r CONNECTIONTRU55 AT WALL TO LEDGER D CONNECTION a 2 STORY FART`1'uJALL SECTION 5TAIRS 3/4"=1'-m" 9 2 STORE' FARTYWALL SECTION 3/4"•1'-0" � SD2 PARALLEL NTS SHT FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS (b" FROM ENDS AN[) 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHER AS WELL PROVIDE 1/4" PLY ON BOT. OF BLOCK& 1 I ALL LAPS IN MASONRY 25" RUNNING BAR —7 05 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR 1 ARCH WINDOW MANUFACTURER 2 TYF. CORNER VERT. FRAMING DETAIL NTS WALL RE INFORC INCS --TIE-BEAM RECES5E PRECAST HEADER IN BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DTL. NTS (1)05 IN TIE BEAM I I = s Q (1)"5 BAR IN PRECAST LINTEL (2)05's VERTICAL IN GROUT FILLED CELL I fX (1/*5 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) _ ENTIRE COLUMN TO I I BE GROUT FILLED FIN. FL. JO 5/8" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.C. (1)"5 CONT. IN TIE &l t BEAM COARSE ._ .: � ... _ EA. _ PLAN _ RECAST SILL �,—■ PROVIDE HANGERS TO HOLD GROUT TIE BEAM COARSE SOLID BAR IN PLACE DURING POUR, SII MSE SPACING REQUIREMENTS IF NEW, .mm NOM. 6" CMUREQUIRED "HANGERS NOT REQUIRED IF Mimi LINTEL BLOCKS ARE USED Mme■ AND 2" HOLD IS MET TO PLT, PROVIDE SCREEN WHEN El ■i -I Q m -- CANT. FOR Ljv MAINEIN _ mm ■1-I SURFACE ,_■ m EMBED) MIN. 6" U NONE O FROM EA. END AND mm ■'-I GABLE END TRUSS mm TO PLT. -S 12" O.C. MAX. 0m ROD W/ COUPLER (IF IHGAIOKT s 32" O.C. CMU WALL OR 1 I ALL LAPS IN MASONRY 25" RUNNING BAR —7 05 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR 1 ARCH WINDOW MANUFACTURER 2 TYF. CORNER VERT. FRAMING DETAIL NTS WALL RE INFORC INCS --TIE-BEAM RECES5E PRECAST HEADER IN BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DTL. NTS (1)05 IN TIE BEAM I I = s Q (1)"5 BAR IN PRECAST LINTEL (2)05's VERTICAL IN GROUT FILLED CELL I fX (1/*5 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) _ ENTIRE COLUMN TO I I BE GROUT FILLED FIN. FL. JO 5/8" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.C. (1)"5 CONT. IN TIE &l t BEAM COARSE PROVIDE HANGERS TO HOLD GROUT TIE BEAM COARSE SOLID BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF NOM. 6" CMUREQUIRED "HANGERS NOT REQUIRED IF Z= 6EA. BRACE LINTEL BLOCKS ARE USED e AND 2" HOLD IS MET TO PLT, PROVIDE SCREEN WHEN PT 2X8 PLT., BLOCK BELOW IS NOT Q m REQUIRED TO BE FILLED NTS I) TIE BEAM DTL. NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FRC -RESIDENTIAL 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 106X3" NAILS 5TAGGERED1012" O.G. 6EA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS Q16" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. OF OPENING rn CENTER BUCK 1�'1 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/!5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 341 AND 51ZED PER NOTES START BOLTS AFTER GARAGE CURB (8" MAX.) VERT. REINFORCING 1�„:1,_0„ $ 5UCK DETAIL —T 5/8" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.C. ...NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING••• (1) 433 EA. 51DE OD 2X Lu/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dx0/2”11 NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16"x2-1/4" TAPCON6 TO CMU AND (4) 10dAY' NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 (OR BETTER) 5YP PRECAST SILL CONNECTION Ld SIMPSON 423 0 Z= 6EA. BRACE 3)/4" OOLD TO PLT, PT 2X8 PLT., 00 Q m CANT. FOR Ljv = V 1/2" J -BOLTS w/ _ CLG. NAILING WASHERS (MIN. 6" Q SURFACE Q 0 m EMBED) MIN. 6" U z O FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS _ TO PLT. -S 12" O.C. MAX. 0m ROD W/ COUPLER (IF IHGAIOKT s 32" O.C. CMU WALL OR LINTEL BELOW DESIGN REQUIRED), 6" EMBED DRAWN WMR LA A CHECKED C FG v, m 32" O.G. DWG.No.- 2114026 JOB No. (: �m WINDOW CONNECTION DETAIL NTS 11/2 11:10-011 I VMI\LV VLLL W/ I ./ V/11\ CONT. FROM BEAM TO FOOTING. O STEP DOWN TIE 5E,4M 2x4 BLOCKS, (2) 16d NAILS a EA. END. BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS ,s ( " O.C. (5) 16d NAILS BRACE TO BLO i KING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING 6 46" O.G. MAX. 45" FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU — LINTEL a OPENING MARBLE SILL — 1X2 P.T. FURRING e 2'-0" O.G. PRECAST CONC. SILL TYP. a ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS 1X4 P.T. NAILER — WOOD BASE 3-1/2" CONC. SLAB, PER PLAN NTS I (:D TYPICAL BLOCK WALL SECTION REFER TO PLANS FOR -4'I MAX. EXACT SIZE OF O.H. CONT. 2X4 2X4'5 6 24" O.C. — GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. — SIMPSON HGA10 m 48" O.G. 055 NOT REQUIRED TO BE CONT. 6 THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN NTS 5/8" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.C. ...NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING••• o 5E AM CONNECTION Ld SIMPSON 423 0 Z= 6EA. BRACE 3)/4" OOLD TO PLT, PT 2X8 PLT., 00 Q m CANT. FOR Ljv = V 1/2" J -BOLTS w/ CLG. NAILING WASHERS (MIN. 6" Q SURFACE Q 0 m EMBED) MIN. 6" U J Z O FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS _ TO PLT. -S 12" O.C. MAX. 0m ROD W/ COUPLER (IF IHGAIOKT s 32" O.C. CMU WALL OR LINTEL BELOW p p TIE BEAM COURSE �` W/0 /45 CONT. ..« NOTE. GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING... CMU WALL CONNECTION 9 GA5LE END DETAILS N.T.S. C llvto G/'1A 1 I I/_ it 1,1A PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRU55 (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUF. SPEC.) 15" ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. ELEVATION VARIES Allll--� ., TOP OF MASONRY Y ALUM. DRIP EDGE 2x4 CONT. SUBFASCIA VENTED ALUM. SOFFIT (APPLIED ACCORDING TO MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG N Lu WINDOW PER FLOOR PLAN > EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND 8x8x16 CONC BLOCK MAIN FLOOR ELEV 0'-011 REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. 6 THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H10A ' DIAGONAL TO TOP PLT. -NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING— FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD ..« NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING.«. CLEAR SPAN CONNECTION W F - 2x6 STUDS 6 16" O.G. Q 5/8" TYPE X GYP. BD. W/ SP(o's TOP 4 BOTT. ON EVERY OTHER STUD DECKING PER 2x6 DBL. BOTTOM PLATE FLOOR NAILING SCHEDULE PT Ix NAILER Ld AS REQ D. 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION ill=ll-0" ALT. W1 FIRE RATED FANEL I 1/2" GYP. BOARD v SHEATHING - --- i 2x4 STUDS 6 DECKING PER 16" O.C. o FLOOR NAILING Ld d SCHEDULE 2x4 BOTTOM PLATE ATTACHW 0 CL SHEATHING ```eeee� rrrr/// U I� F, TO RIBBON `�i�G�� Q�j%A'��is N BOARD WITH ,`��`••.�••••.soft ad NAILS o •' Y. 6;S`�Y ' cz 0 3 CO) O.C. c ` " • {,. Q .' ' ; a Z `� - • X zI CLI •'J ;m a oo. ATTACH O l_ V Ll. SHEATHIN C> 000 Z V��. y4J G ce WITH (2) TO FLOOR 0000 ,�/Q�ee��a J O ad NAILS EVERY 3" 1/2" GYP META16 PER PLAN O.C. BOARD o a I PT lx NAILER AS REQ'D. Z ' 1-5" CMU WALL4- 2 STORY CONNECTION �i Q A 1z AT CANTILEVEfii Wz .� �3 H z .� cli ;:�0a ZOEA� ccoo C4 0" CO W a�oz o cn Q o�Fz S Vap C 0 a Lu Z Di F_ Q E 4 CQ E" O L) a V W ail 0 0 P 0) Ld 0)I 13 NOT USED 00 u0 0 5/8" TYPE X GYP. BD. _ V 11 ZH o 3: 0 Ld 0 NON -LOAD BEARING 00 Ljv FIRE RATED PANEL Q 0 1 U J Z Q 1/2" DIA. THREADED _ Q 0m ROD W/ COUPLER (IF DESIGN REQUIRED), 6" EMBED DRAWN WMR LA A CHECKED C FG v, m 32" O.G. DWG.No.- 2114026 JOB No. a SCALE ATTACH GYP. BD TO DATE 09/13/12 1� NOT USED SD3 7— SHT PANEL WITH (2) Sd PANEL 0 NAILS EVERY 3" O.G. a 1/2" GYP. BOARD METAIro PER PLAN ° 4' U) PT Ix NAILER Ld AS REQ D. 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION ill=ll-0" ALT. W1 FIRE RATED FANEL I 1/2" GYP. BOARD v SHEATHING - --- i 2x4 STUDS 6 DECKING PER 16" O.C. o FLOOR NAILING Ld d SCHEDULE 2x4 BOTTOM PLATE ATTACHW 0 CL SHEATHING ```eeee� rrrr/// U I� F, TO RIBBON `�i�G�� Q�j%A'��is N BOARD WITH ,`��`••.�••••.soft ad NAILS o •' Y. 6;S`�Y ' cz 0 3 CO) O.C. c ` " • {,. Q .' ' ; a Z `� - • X zI CLI •'J ;m a oo. ATTACH O l_ V Ll. SHEATHIN C> 000 Z V��. y4J G ce WITH (2) TO FLOOR 0000 ,�/Q�ee��a J O ad NAILS EVERY 3" 1/2" GYP META16 PER PLAN O.C. BOARD o a I PT lx NAILER AS REQ'D. Z ' 1-5" CMU WALL4- 2 STORY CONNECTION �i Q A 1z AT CANTILEVEfii Wz .� �3 H z .� cli ;:�0a ZOEA� ccoo C4 0" CO W a�oz o cn Q o�Fz S Vap C 0 a Lu Z Di F_ Q E 4 CQ E" O L) a V W ail 0 0 P 0) Ld 0)I 13 NOT USED 00 u0 0 _ V 11 ZH o 3: 0 Ld 0 0 00 Ljv Q 0 1 U J Z Q LLI 3F-(�-' _ Q 0m DESIGN DRAWN WMR LA A CHECKED C FG v, DWG.No.- 2114026 JOB No. a SCALE AS NOTED DATE 09/13/12 1� NOT USED SD3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 114" 1" EDGE --�1 lI" EDGE-) OPP. SIDE U 2Y2" EDGE II I :1 1:1 I I 1'1 1.1 -T.I--ft — —I.T- TI— 1.1 1.1 I'll 1'1 1.1 I f 0 .211 z �- --10dX3" Q p - COMMON p OL La I 2 w 10dX3" Z w OPP. SIDE IOCIX3" 0 COMMON Z R9 (2)2X4's (2)2X6>'s 106X3 "� _Z U 0dX3" 0 OMMON )PP. SIDE (2) 2x COLUMN 2X fBUILT-Uf= STUD COLUMN DETAILS (2)2XB's DBL_ TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING SPLICE PER NAILING SCHEDULE PER DETAIL I I OPP. SIDE U 0 II I :1 1:1 I I 1'1 1.1 -T.I--ft — —I.T- TI— 1.1 1.1 I'll 1'1 1.1 I f 0 .211 R9 (2)2X4's (2)2X6>'s 106X3 "� _Z U 0dX3" 0 OMMON )PP. SIDE (2) 2x COLUMN 2X fBUILT-Uf= STUD COLUMN DETAILS (2)2XB's DBL_ TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING SPLICE PER NAILING SCHEDULE CMU WALL BELOW -PRE-ENGINEERED FLOOR TRUSS BEYOND --2x RIBBON w/ (4) 16d tv EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS tv EA. END. BLOCK ADJACENT BAYS ie EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS Lu/8d NAILS (5) 16d NAILS BRACE TO BLOCKING W L EDGE DISTANCE PER DETAIL u 10dX3" I :1 1:1 I I 1'1 1.1 -T.I--ft — —I.T- TI— 1.1 1.1 I'll 1'1 1.1 I f CMU WALL BELOW -PRE-ENGINEERED FLOOR TRUSS BEYOND --2x RIBBON w/ (4) 16d tv EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS tv EA. END. BLOCK ADJACENT BAYS ie EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS Lu/8d NAILS (5) 16d NAILS BRACE TO BLOCKING W L EDGE DISTANCE PER DETAIL 10dX3" � 0 .211 z Q OL I 1 10dX3" OPP. SIDE IN51DE FLT NAILS NAILED AT 8" O/C 5TAGGERED. OUTSIDE NAILS NAILED AT 811 O/C. (3) or (4) 2x COLUMN 11/2"=1' -Qui 7/16" OS JOINT NAILING PEF SCHEDULE TUD YPSUM WALLBOARD K4 BLOCKING PLACED _ATWISE (2) 16d NAILS ACH END NOTE; 1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H10A DIAGONAL TO BLOCKINGS-, PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. ( GABLE BRACING w 48" O.C. MAX. 45* FROM HORIZONTAL (+/- 10`) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16 d NAILS 6 12" — (U.N.O.) 1 1 PROVIDE BLOCKING BETWEEN TRUSS BAYS 10 48" O.G. FOR FIRST 3 BAYS H2.5 's EACH TRUSS TO LEDGER SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES -NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING.,, 6 GA5LE END a FLAT CEILING WITH 505TON H I P REFER TO PLANS FOR EXACT SIZE OF O.H. CONT. 2X4 2X4'8 9 24" O.0 GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES tv 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4) 10d NAILS FOR CONV. FRAMED MEM. ONLY DISTANCE PER DETAIL OUTSIDE 2X'8 3/4" PLYWD. DECKING: FLOOR SYSTEM PER PLAN FLOOR TRUSS PER PLAN BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-106 COMMON NAILS 6 ENDS. NAIL PLATES CONT. W/� 10d COMMONS 6 16" O.G. I NAIL JACK STUDS AND FULL OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's STOP STAGGERED 1w 12" O.G. (EACH NAIL -s 16" O.G. PLY) TOP E BOTTOM ODRAFT STOP DETAIL fi 2X LEDGER TO RIMBOARD W/ -(4) EQUALLY SPACED 1/2" x 4" BOLTS P.T. 2x4 STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED O STAIR CONNECTION DETAIL 1/2" _ 1'-011 SHEATHING PER PLAN O 15'p FELT DRAINAGE PLANE O 7/8" STUCCO THICKNESS O PAPERBACK LATH Ol MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU O2 METAL OR PLASTIC EXPANSION JOINT U 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL 311811-011 NOT USED REFER TO HEADER SCHEDULE FOR HEADER SIZE, " OFJACK STUDS k CONNECTOR REQUIREMENTS. 5P2 OR 6P4 EA. STUD OR AS SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED TO GMU WALL AS EXTERIOR WALLS, SEE NAILING REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. MIDSPAN BLOCKING INTERIOR WALLS: BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS SP2 OR SP4 EA. STUD OR ASU -(4) EQ. SPACED NEEDED SPECIFIED ON THE PLAN �I 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD TITENS (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS FROM TOP AND SUPPORTING FLOOR TRUSSES BOTTOM ONLY). (SEE CONNECTOR CHART) 1/2" x 7" J -BOLTS 6" FROM EA. END OF WALL AND 632" O.G. NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS G 16" O.C. OR POWER DRIVEN) a 16" O.C. MAY PT 2X4 BOTTOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT 3 EXTERIOR/INTERIOR FRAME WALL CONN. DETAIL 1/211810-011 OSIDING 70 STUCCO FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK TILE ON 1*15 FELT OVER 5/8" PLYWOOD OR 5/8" O.S.B. ON PRE -ENG. TRUSSES 6 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS 2x DBL TOP PLATE REFER TO PLANS R-30 INSULATION 1/2" GYP. BD. CLG.- HDR. AS PER PLAN a ALL FRAMED OPENINGS im INSULATION DECKING PER FLOOR NAILING SCHEDULE PRE - ENG. FLOOR SYS Ix P.T. NAILER 1/211 GYP. a.° BD. PRECAST CMU LINTEL 6 OPENING MARBLE SILL 1x2 P.T. FURRING ID- 2'- 0" O.C. R3 INSUL BETWEEN ALUM. DRIP EDGE 2x4 CONT. SUBFASC I A VENTED SOFF I T 11/2 CDX PLYWOOD OR 7/16" OSB, ATTACH PER PLAN 2X4 STUDS 16 REFER TO PLANS 1__1__META16 PER PLAN REFER TO PLANS,,L TIE BEAM REFER TO DETAIL 3 SHT. 5D3 WINDOW PER FLR. PLAN PRECAST CONIC SILL 3/4" FURR STRIPS 8" CMU (1) "5 VERT. IN GROUTED CELL Ix4 P.T. NAILER I FULL REPLAN FOR WOOD BASE II LOCATIONS 3-1/2" CONIC Iv - SLAB CEMENTITIOUS 7. FINISH d .d a : FIN. FL. -- - - - -A---- - - - - -- l - GRADE I III --I I I—I 1�1 I I I= ....J I L -_I I -i 1= I 11=1 11 i I I ill -(I I I A -1 I I I I 1=1 11____ �-IIIIII-1 I I=1=1 I IT I I I- REFERFOUNDATION PLAN FOR FTG. INFORMATION 2 STORY WALL SECTION W O �(, ••��•••••. ;00 N �� �• •••� �� ice, - � tL o • • a sW •• O `'~ ,.., I`y A Q: 0 Z � •S U . ca Ilk � �ririirlt 3 � 0 a a. o , ly w z °J I- A woEMN �� W �wzm 0 Q N �! Z e7 040G4w.ti zOEA m F(.�z o En==2 0 uao o0 � J Ld Z �g F - C/7 W I Z P8 N 0 rs 0) 1 L 0) co Li O Z f- 10 51 V) O c5 wOJ O 00 W 7- - vQ ~= I U— _ 0 Q Q CL :2 _l m DESIGN DRAWN WMR LA v� CHECKED CFG .. DWG.No. 2114026 - JOBB No. a - SCALE AS NOTED DATE 09/13/12 � SD4 SHT Dent.Glass,- Ultra Shaftilner Area Separation Walls '�� Georgia-Pacific Georgia-Pacific iGyp � Gypsum Ilii: +;-I�Ilo I'ucltic UypsulII Arta Sepdration Wall assembly is designed for use in multi -family, multi-storytownhouses as a V"JV1 o ta height up t F�feet ip c1. Limitations). Because it is constructed using gypsum hoard the assembly is I, er a and ser urr, meets all building code requirements, and provides economical fire protection and sound control. 1 H, f •a I Wall I!, constmcted onre the framing for one townhouse unit is complete and prior to the construction of riit! :jdI,,,( oiiI unit The assendily is consrurted at the foundation and continues either to the underside of the protected roof :>fMdIki],y IA IIVuIIgh the loot to form a parapet. ) he assembly is linked to the adjacent framing with aluminum breakaway dips 9w, fui collapse of the fire exposed unit without collapse of the solid Area Separation Wall. Liecaur,e the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection IU rir ;vviwi, builder tint) architect with a moisture- and mold -resistant shaftliner panel -- DensGlass" Ultra Shaftliner - Components 10 Wood Framing i tA;nAlla54" Ultra Shdldiner Panel 'rsulrat.ion M4,. 3/4" <,ir spdre between Z° hrtx: St; oiAion Wall and Wood Framing 2 H-Sniw 24" fa c. Hack -,u -back C -Tracks 1/2" DensAwwr flus° ntenor Panel Akrnnum Bi akiiiii Clip I,ni Hlockinq per Cnde I he Ueulgia-taeniid Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra shaftliner panels. 25 rlauge steel H -studs, 2b -gauge steel C -[rack and 2" aluminum breakaway clips. DensGii;ss Ultro hatilinei panels consist of a moisture resistant core with coated fiberglass mats front and back instead of (nisei ticings, like, traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by a 12 -month in-place exposure mdra,i,v r^' rd .+ ll va sl d Fata r t. m jetsn i Ur r and decay and a 5 -year limited warranty against manufacturing dofact . Fire Testing and Building Code Compliance IIle Uec,nlla Pacific Gypsum Area Separation Wall I fir - J,xi n a u r I Ar Wall 2 u r e stet ea Separation Wa I ass Yr� p i loflervr i iter s I alluratury (L.II ), Underwriters Laburato �. Oil, I ., l , Ict ul nt,nis of the 2 G International B it filar l e QOu r J I� .aLUI Id -Far Iii t 5 I-. I. , . irnl Area Separation un Wall � ssel 9 Ip f a IJLG file Hu,,i twnce Diret:tuiy ULC Design No- W 31 , cupc,", �f thusu iistln s cave contact Geor is-P�a •i I .i . u J DensGlass'" Ultra Shaftliner Area Separation Walls Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and rior to the construction f p eo the adjacent unit. The solid 2'" Area Separation Wall is constructed a rilirrimurn 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 Area Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2"' Area Separation Wall 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundation with fasteners spared a maximum of 24" o r. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track to maximize acoustical privacy. Run the C -Track to the end of the foundation. In case of offset units, see 15 under Special Conditions. 2: Start the wall with a vertical C -Track at one end. install two 1 " shaftliner panels vertically with either side facing out" into the C -Track at one end of the area separation wail. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite end of the foundation. I erminate the wall using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the corners to the horizontal sections of GTrack using a minimum of one 3/8" minimum length pan head screw. * Ni some authorities may require labeling to be visible. 3 Cap the first section of the Area Separation Wall 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. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8" minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (I DIV' o.c.) and horizontally on every H -Stud (24" o.c). When the total height of the Area Separation Wall exceeds 23', breakaway clips shall he installed every 5'0" for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHOTS Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should he located vertically at each floor level (l0'0" o.c.) and horizontally on every other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 71IT", 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. `;i. Fireblocking is installed on both sides of the Area Separation 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, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" o.c. Stagger back to back C -Track joints a minimum of 12". T If a Parapet is not specified, p PP see S ial Conditions Item 11 for two code -compliant Ped c a-dompliant methods for installing a gypsum board roof underlayrnent. 8. Once ce the 2" Area r ea Se a anion Wall is erected construction of the adjacent djacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for hoth sides of the 2" Area Separation Wall. Aluminum Angle Clip P C -Track, Cap, Edge H_ as been fire tested to ASTM E 119 and CAN/ULC S-101 The Georgia-Pacific or End Closure embl constructed in DensGlass clad us De sG ass Ultra shaftliner suets is listed b Y. panels, Y ries ofCanada (Ut.C) and Warnock oak Hersey international (WHi/ITS) and meets Cade IBC Section 705 "Part Walls," and Section 705 "fire Walls." The il�" nb! is listed in the UL Fire Resistance Directs under UL Design U 373 the Y Directory . I 2t WH a d he I Fire Resistance Directoryundei H1 P 1 4. For u de W GP/WA 20 OI . I fir, Gypsum Technical Servides at 1800-225-6119. 2.112" CAurflOW For product lim. safely sand too information; go to gp.can/salls"imso, CAUTION: For product fire, safety and use information, go to gp.co"V$Weginfa. mlcr,xhonOixlTmhai Service HotlineIM0.2A0119,www .upgypsum,,ow"-3 Q a,,,rat,.°tnfnIn 'al in11"If .if rlalee: Technical Service Huainel.MXLZ M19orwww.4pgypsom.com �,. Georgia-Pacific DensGlass^^ Ultra shaftliner HILTI SYSTEM Area Separation Walls Gypsum Ul" TO 2" CPVC & DRYWALL - 1 -10 2 -HOUR System Assemblies 2 -Hour Ratings *tail onstruct'Y' Assembly Components STC Test Reference rw-T-,, • „ �,.;� .. �, y 11" DensGlass"" Ultra two layers shaftliner inserted in H -Studs 24" o.c. 60 UL DESIGN U373 ULC W312 _. w' Min. 3/4" air space between liner panels and adjacent wood or metal framing. Two layers 1" DensGlass Ultra Shaftliner 60 WHI GP/WA 120-03 AAL TL89-383 UL DESIGN U373 L wwrted in H -Studs 24" o.c. Min. 3/4"' air UI.0 DESIGN W312 � ace n both i s o bo sides must- maintained lire manta ed p WHl P 1 GP/WA 04 / 20 between liner panels and adjacent Based an RAL TL89-383 tri.. �. .;.• fr r 'r g Sound Tested with 2 x 4 stud watt with 1/2" DensArmor Plus% interior z� � panel each side of assembly and I W � 3-1/2" fiberglass insulation in stud O space both sides. ( Part. Thickness: 3" WHI 495.0/43 36 est. Weight per S . Ft.: 9.5 9 P q 44 Two layers 1" DensGlass Ultra Shaftliner .nserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" W w DensArmur Plus Fireguard`"' Type C Interior Panel or 1/2" ToughRock""' V) Fireguard'"`Type C gypsum board. le i .li p it :i s r N akatae y E 1 <ic ng, air tl height of wary differ between UL Design L1313 and WHI &P1WA 120-04. � ` Georgia-Pacific l9ylli Details Full Wall Fire blocking as required 2 x 4 Stud framing Stud 25 -Gauge Qaa e 9 DensGiass- Ultra Shaftliner Area Separation) Aluminum breakaway clip 3/8" Pan head screw --- Sealant --- Acoustic sealant (as required Joist --- 2" C. track fastener 24" o.c. Intersection at roof intermediate floor Foundation Roof deck per code requirement Roof truss o -back C-trarks Drywall screw 1sGlass" Ultra Shaftliner panels ....,.,..,at, as required DensGlass'" Ultra Shaftliner Area Separation Walls Ak Georgia-Pacific Gypsum 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 usinga minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropiate fire caulking material. 3. When wail framing is spaced groater than 1 " away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN 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 wall can be designed as load bearing. 5_ The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the aii i - num breakaway clip 6. The support wails located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. These walls 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. The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 117" DensArmor Plus,, Fireguardo Type C or 1/2" ToughRoi Fireguard* Type C or 5/8" ToughRock Fireguard Type X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. This primarily occurs inaccessible attic areas. Attic areas "art accessible do not require the 6" wide gypsum board strips. 8. The required fireblocking between floor levels may consist of '2" nominal lumber or two thicknesses of 1" nominal lumber with 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 of fiberglass or other approved materials installed in such a manner as to be securely retained in place shall he permitted as an acceptable fireblork. (Section 717.2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10. At the intersection of the solid 2" Area Separation Wall and the underside of the structural roof sheathing; cut liner panels at an angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wall is not required to be capped using a GStud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, #8) to both sides of the Area Separation Wall. 11. There are two code -compliant methods for installing a fire-resistant roof undedayment: the ledger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. 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 roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop Systems. 13. Size and protection f i i solid 2"Georgia-PacificArea ration Wall sh I with pr 0 openings n the 50 d Gypsum Separation al he in accordance the 2006 IBC, Section 705.8. When the Georgia-Pacific. Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property lin buildings, i in e between adjacent bt s which is used or adapted for service between the two buildings") a listed P Pim' 1 g, ed In ) 9) s the 2006 IBC, Section 705.1.1; openings are not permitted. *. 14.E specialized -ser r n ' l Id Tile from or spec a zed end u areas, such as bathrooms, the adjacent framed walls can be covered with pe sSh e e Geor Georgia-Pacific in lieu of standard paper -faced sum board or fiberglass mat -faced interior panels. g P P 9YP 9 15. An offset r when n nitextends st t fr r k of n adjacent unit. f f Area r ll e occurs e one u he onto bac edge a a ace u l The H studs o the re Separation Wall u� � l � i not designed for hanging sheathing lad ins i tin i are o des ed sh at Ir and c d o aunt is required before construction begins. There are two 9 9 9 � g planning q B9 ways to deal with the offset. The first tin is t Ir enough h Separation I 2x4 ll n s option 0 of e u concrete sot at the Area Se a at on Wa I olid adjacent wall ca R P g P 1 extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUni Far product fire. safety and use information, go to gp.coln/saferyirrlo. Ii linea infonrdtiot, id update, Technical Service Ratline 1.009.225.&1190, www.gpnpaum.com - 5 DensGiess- Ultra Shaftllner Area Separation Walls � GeorglaPacinc Details Attic - Adjacent to Trussee 1" DensGlass Ultra Shaftlinrr panels I. H-stud f No minimum air space ........ Wood truss . _.._ .. . -._. 6„ Wide 112" DensArmor PI 1 us° Flreguard� Type C panels or 1 2 To hRock" Fireguard T *Onlya 'f / re ua d Car Ices I solid wall is accessible. u9 pp 9 Type If not accessible, the strips are not required. 5/8" ToughRock Fireguard Type X or 1" DensGlass" Ultra Shaftliner panels Typical Raul Junction Caulk Ismoke tight joint) 1 Layer of 5/8' DensArmor Plus' 2" x 2" ledger strips -- - Roofing Roof deck Type'X gypsum panel for as required by codes) 1/Z" DensArmor Plus gypsum paliel or 1/2" Tough locks gypsum board 1" DensGlass'" Ultra ShafUiner panels - ) (- C- C i H =C� -� H HART WAS_ A. �: HM H) r N �7TA AT 0 'S P H7 H �;AT �� AND �� ETA SCALE: N.T.S. Breakaway clip --- Fire blacking Insulation 3/4" Mmimurn air space Design No. U373 August 19, 2008 Wall Rating - 2 Kr (See Items 4, 4A and 40) Finish Rating - 120 Min (See Item 4) �. 7'1-i F is>iki; :�,if.E.^1 P.hR:�►"iYt'i1J \y.4I� G :S>)p� r.:►iit..l' ^7 5 :1 '9 - 1_ t. r' - Jill -1 I 3V4" AIR "'PA,CE "5 ' 4 S', CC)NFIt: URATit:)N B ,L 1 JrQM.�I21`ri ElyiiEiC .SI[iE AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2.3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 tn. OC. 2. Steel Studs - Steel members formed from No. 25 MSG galv 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 Nonbeanng Wall Rating - Nom 2 by 4 In., max spacing 24 in. OC. Studs cross - braced at midheight where necessary for clip attachment. Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only_ 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No, 20 GSG (0.036 in. thick) gate steel or No. 20 MSG (0.033 In. thick) primed steel, cold formed, shall be designed in accordance with the n edition f i f -fi el American Iron and -Steel curreted ono the S GIPLCat on air the Det of Cold ed Ste Structural Mem the me ro Institute. All design deta�lls enhancing the structural Integrity of the wall assembly, Ingludidi p the Isidal design load of the studs, shell be as specified by the steel stud d r antfiior f;ducar, and shO rineet lire requirements of tuff sopUCable of caT-adi a iicdas I iZe max stud'5pacerip aIDf wait maim�afies t�a~fl ^not EIS 24 IA. f3L. Studs attactitd to floor and ceiling tracks with 1/2 In. long Type S-12 steel screws on both sides of studs or by welded, lir trolled connections designed m accordance with the AISI specifications, T and b shall C t e P op ottom Cracks s a consist of steel members, m!n 140. 20 MSG (0.0329 in,, min bare metal thickness) steel or min No. 20 GSG (0.036 in. 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/air 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. Stet Studs - (As an alternate to Items 4 and 4A, for use UI 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 in. wide, min 1-1/4 In. flanges and 1/4 In, retum, spaced a max of 24 in, 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 min i in. long legs, attached to 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 112 in thick, 4 ft wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-1/4 In. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 48) with 1 in, long Type S steel screws spaced 12 In. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail 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. Clips 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 framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft, and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL- U 373 2 HR WALL Q SCALE: N.T.S. `_:,ystern No. W - L 2377 F Ratings - 1 and 2 Hr See Items 1 and 3 c ti c .� 1 and 2 1 I See Items 1 and 3 I ha.n L Rating of Ambient - Lees (hot 1 CFM/S(J Ft L - Ratinq at 4007 4 ('FM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 IiR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SIIALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL 11300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE F01_LOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMINC SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS 10 CONSISI OF NOM 7 BY 4 IN. LIJMRFR SPACED 16 IN. 0C. STEEL STUDS TO BF MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DFFP CHANNELS SPACE) MAX 24 IN. OC. B. GYPSUM BOARD* 1HE GYPSUM WALLBOARD IYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THF UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THF WAIL ASSFMBLY IN WIHICH IT IS INSTALLED. 2. THROUGH PI-WIRANI -- ONF NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCEN IRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) 10 A MAX 1-1/4 IN. PIPF 10 HF RIGIDLY SUPPORTED ON BOTH SIDES OF WAI..I_ ASSFMRI Y. THF FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE OSFD: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 2 IN. DIAM (OR SMALLER) FLOWCUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTFROSDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPI Y) 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, RFSPEC I IVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF rill l MATERIAL SHALL BF APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILIi CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT t S BCARINC THE UL CLASSIFICATION MARK Sf S F Reproduced b HILA, Inc. Courtesy of �' P y Y V Underwriters r ri Labo oto es Inc, June .0, ,.000 ` Idilti Firestop Sy_;terrl5 W &\"VCARU� Automatic.. Fire Sprinklers, Inc. 1 IRE CAULK -- HILTI SYSTEM Na. W -I -2377 Ul" TO 2" CPVC & DRYWALL - 1 -10 2 -HOUR SCALE: NONE 00)203 0 PENETHAT ON E�H01 k -CST 0 2 IdH SCALE: N.T.S. r( L�1 u t Il fl 7 LJ 0 _ J 0 z < LTJ z Q �.-1> �- 0 a w �.���) ® � 0 fz < < -� CL �_J7 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF SD5 � `a 11 . c�~own w � � N W z� � 4 N W � W O x 14 44 � II u� W w V) r( L�1 u t Il fl 7 LJ 0 _ J 0 z < LTJ z Q �.-1> �- 0 a w �.���) ® � 0 fz < < -� CL �_J7 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF SD5 L- 1 Iil LJJ TOL' PLATE OF WALL — �... TRUSSES AT 24" O.C. LL LL -WRAF TRIJ A I- TERMINATION POINT W/ 1 LAYER 5/8" TYPE LL "X" DFNSGLA`_;S EXT SHEATHING EA `_TIDE OF TRUSS 24" BACK T FROM FASCIA DOWN INTO SOFFIT BOX EIRE CAULK ALL JOINTS vi AND `SEAMS L(IERI0R AT HC T'YI'E "X" DEN:-GLAS` --- I'dOI`dURE RFSI`SIANT L� IFf;1��R SHEATHING USED 1 LAYER 5/8" IYPE "X" DENSGLASS EXT SHEATHING BETWEEN A`-)(_)FFIT F3A(_;I<:ER F30ARDTRUSSES FASTENED 1O 2x BLOCKING, OVERLAP WALL_ TOP I VENT OR PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK PCIIETRATC `IOFFIT `'. , JOINTS AND SEAMS F, P I__ A T L (,--.)F WALL--- "J ALL- I IRE RTARDENT I PEATFD PLYWOO ARO F A`>c I A 1 FLAN VIEW— TERMINATION AND CLOSURE OF 1 HOUR PRCTEC 1 C )C)EEIT MOI`; H F E RESI` 1 AN I LX IFF IHR' >I IEA IHING IJ1)'ED A> `,C11 F IF BACKI R BOARD VEIvJT OP PEI IFTI� A I E `JiOFFI 1 LRF-FIPJI`->HLD Al UMINUM >OFFII AI`JD FA' A TO MAI C:H 'I LAr"ER 5/8" T PL "X" DENSGI ASS EXT SHEATHING BETWEEN TRIJ`S;`_;E -' I A`=aTENED TO 2x L3LOCF<ING, OVERLAP WALL TOP PLATES)ANDRUN TIGHT TO ROOF SHEATHING FIRE CAULK 1= v. JOINTSAND FAM`_~ - 1 HOUR RAIED (U309) EXTERIOR FINE WAIL 1 HOUR HRE RATED/ PR0TCC;1 ED OVF HHANC DFIM SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS' WOOD FRAMED GA FILE NO. WP 3314 GENERIC 1 HOUR 35 to 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE J1 SOUND One layer d4'type X 9YIm wallboard or gypsum veneer base applied para�ek or et right angles to each side of 2 x d wood studs 24" o.c. m t'16d coated nalW 17/89 long, 0.09151' shank, 1/4" heads, 7" o.G. Jalnts staggered 24" on opposHe sldes. (LOAD-BEARING) Thicknesa: 4Tf8" Apprax. Weght: 7 psf Fire Test: UL 83501-47. -48, 9-17-65, PANELS OVER ME 1 "H" UL Design U309; SJ UDS AT FLOOR UL R 1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404. 10-14-70 1 HOUR ERE RATED EX I ER 01) Q WALL_ A`.-` SFMBLY (U309) 'D SCALE: N.T.S. *ATTIC DETAIL -ADJACENT TO TRUSSES ri- 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE WOOD -1 HUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C - PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYS- EM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SECTION A --A THROUGH TRUSSES & SHAFT LINER SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL I RAMINC 3/4" AIR SPACE 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. IJ� I UTERIOR WALL INTERSEC FISH DETAIL �- SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED - INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL. ASA SERVICE TO OUR CUSTOMERS. PLFASE OHIAIN APPROVAL FROM THE PROJECI'S ARCHITECT. ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 1 " DENSGLASS ULTRA SHAFTUNER - - 2" H -STUD EX I ERIOR WALL FRAMING --- -l� U373 OEESEI EXTERIOR WALL DETAIL SCALE: N.T.S. 2" (,-[RACK Design No. Uqo6 BeariiM Wall Raring - 2 ML Nonbearing 1W AU Rating - 2 HR - F 2 k1Win dlc+aul #rctlOi+► i. Concrete Blocks* - Nominal. b by 8 by 16 in., hollow or solid. Classificaon D--2 (2 fir). Anchor Concrete Products, Inc. Florida Rock. Mdustr es, Inc. Pilm Industries Inc., d,/b/a'IIllcon Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in full bed of nnortar, noan. 318 in,. thick, of not less than 2-1./4 and .not more than 3,-1/2 parts of clean sharp sand to i. part Portland int (proportioned by volume) and not snare than 5a percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - If used,, add L/2 hr. to Classification. Attached to concrete blocks (Item x) 4. Foamed Plastid - (Optional - not shown) 1-1/2 in thick max, 4 ft wide sheathing attached to concrete block-, (Item. x}. Celotex Corp. - Type 1hermax *Bearing the ATL Classification Marking 6" WIDE 112" DENSARMOR -0 - PLUS FIREGUARD TYPE C; _FIRE RFIARDANT PI YWOOD 48" EACH PANEL `.-S OVER METAL "H" `=SIDE OF CENTERLINF_ OF FIRE WALL_ �---- LUDS Al ROOF f RU` `= (2) 1 " SHAFT WAIL LINER— FIRE WALL ULA l_J373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. . A F— II L. I IRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PFR MANUF'R SPECS 2x4 STUDS (4> 16 C).C.- W? R 1 1 BATT INSUL. (Tr"PICAL EACH `=>IDF) 3/4" AIR S PAC E (IYP EACH SIDE) 3/8" PAN HEAD SCREW - FIRE -CREW - FIRE BI-OCKING AS REQ'D 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" 2 STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/3D5 (WHI 495-0/43) USE 2" DEEP ELEC FOXES. ALL SWI1 CHES, RECFPT., PIPES, & ETC SHALL BE SURFACE MOUNT LD. 1 1/2" FURRING AT PANTY WALL _ SYSTLM IN AT FIC PER MANUFAC LURERS SPECS SEE 3/SD5 (WHI 495-0743) ---Al U II UM CI_ IF PER F'R PRE NGINEERED P0,11L TRU E AT 24 0.0 A —1/2" GYPSUM CEILING BOARD Al UMINUM CLIP PER MF'R BACK TO BACK C-1 RACKS -AIUMINI_JM CLIP PER MF'R 1 1/4" DRYWAI L SCREW -ACCOUSTIC SEALANT F-- w _J I LJ w w v� I v� LL ~1- t—FLOOR 1 BUSSES (PLR PLAN) x-1/2" GYL'SUM CEILING BOARD ROTTOM TRACK ON FIRE CAULK BEAD C -TRACK POWER DRIVE N II II FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SFCl. 721 01 THE FBC 2007 ED. TO GET 4" EQUIVALENT -LI- - THICKNESS (RFT- TBL 72'1.,5.2). VERIFY W/ BLOCK SUPPLIER THAI BLOCK TO HE DELIVERED HAS CORRECT RATING. I i 0 IYF'ICAL LUUIER- SEE FOUNDATION `' II=''I;IMITI"'III `-3 1/2" MINIMUM CONCRETE SLAB PLAN FOR S17F & REINFORCFMEN1II_=till SII III�IIII 11--- 111 III- I_I 11 I! = III Fill REINFORCED WITH F IBFRMESH ON II 11__lil III III _111=- 6 rail M.B. OVER WELL COMP. SOIL CONCRETE F'c = 21500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIRCATIONS AND DETAILS SEE SYSTEM INFORMATION - DETAIL 1,2,&3 ON SHEET SD5 Z HR EIRE WALL DETAIL_ (LJ: -7) 73) SCALE: N.T.S. W < D 7' 0 CL w ii Z U CD W � P �� o� Q cc q. `—� IN P4 o�w�zo J w�NE- 0 P4 uJ o I— w � L � F 17 2 ( R FL Lai - CI 0 � o0 7'cn LLJ 0 0 1 _ < LaJ j © b > o 0 7F El:� 6)L� < Lai 0LLJ LLL 111111 IY < < -1 2 DESIGN DRAWN TJF TJF _ T - CHECKED DWG.No. JOB No. 805/117 SCALE AS NOTED DATE 12/22/10 s 6" WIDE '1 /2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER ME 1 "H" SJ UDS AT FLOOR TRUSS SYSTEM PER MANUFACTURER`.- SPECS SEE 3/SD5 (WHI 495-0743) EXTERIOR FACING - — 2X4 f URRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED IO METAL "H" GYPSUM SHEATHING STUDS 1 " DENSGLASS ULTRA SHAFTUNER - - 2" H -STUD EX I ERIOR WALL FRAMING --- -l� U373 OEESEI EXTERIOR WALL DETAIL SCALE: N.T.S. 2" (,-[RACK Design No. Uqo6 BeariiM Wall Raring - 2 ML Nonbearing 1W AU Rating - 2 HR - F 2 k1Win dlc+aul #rctlOi+► i. Concrete Blocks* - Nominal. b by 8 by 16 in., hollow or solid. Classificaon D--2 (2 fir). Anchor Concrete Products, Inc. Florida Rock. Mdustr es, Inc. Pilm Industries Inc., d,/b/a'IIllcon Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in full bed of nnortar, noan. 318 in,. thick, of not less than 2-1./4 and .not more than 3,-1/2 parts of clean sharp sand to i. part Portland int (proportioned by volume) and not snare than 5a percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - If used,, add L/2 hr. to Classification. Attached to concrete blocks (Item x) 4. Foamed Plastid - (Optional - not shown) 1-1/2 in thick max, 4 ft wide sheathing attached to concrete block-, (Item. x}. Celotex Corp. - Type 1hermax *Bearing the ATL Classification Marking 6" WIDE 112" DENSARMOR -0 - PLUS FIREGUARD TYPE C; _FIRE RFIARDANT PI YWOOD 48" EACH PANEL `.-S OVER METAL "H" `=SIDE OF CENTERLINF_ OF FIRE WALL_ �---- LUDS Al ROOF f RU` `= (2) 1 " SHAFT WAIL LINER— FIRE WALL ULA l_J373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. . A F— II L. I IRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PFR MANUF'R SPECS 2x4 STUDS (4> 16 C).C.- W? R 1 1 BATT INSUL. (Tr"PICAL EACH `=>IDF) 3/4" AIR S PAC E (IYP EACH SIDE) 3/8" PAN HEAD SCREW - FIRE -CREW - FIRE BI-OCKING AS REQ'D 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" 2 STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/3D5 (WHI 495-0/43) USE 2" DEEP ELEC FOXES. ALL SWI1 CHES, RECFPT., PIPES, & ETC SHALL BE SURFACE MOUNT LD. 1 1/2" FURRING AT PANTY WALL _ SYSTLM IN AT FIC PER MANUFAC LURERS SPECS SEE 3/SD5 (WHI 495-0743) ---Al U II UM CI_ IF PER F'R PRE NGINEERED P0,11L TRU E AT 24 0.0 A —1/2" GYPSUM CEILING BOARD Al UMINUM CLIP PER MF'R BACK TO BACK C-1 RACKS -AIUMINI_JM CLIP PER MF'R 1 1/4" DRYWAI L SCREW -ACCOUSTIC SEALANT F-- w _J I LJ w w v� I v� LL ~1- t—FLOOR 1 BUSSES (PLR PLAN) x-1/2" GYL'SUM CEILING BOARD ROTTOM TRACK ON FIRE CAULK BEAD C -TRACK POWER DRIVE N II II FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SFCl. 721 01 THE FBC 2007 ED. TO GET 4" EQUIVALENT -LI- - THICKNESS (RFT- TBL 72'1.,5.2). VERIFY W/ BLOCK SUPPLIER THAI BLOCK TO HE DELIVERED HAS CORRECT RATING. I i 0 IYF'ICAL LUUIER- SEE FOUNDATION `' II=''I;IMITI"'III `-3 1/2" MINIMUM CONCRETE SLAB PLAN FOR S17F & REINFORCFMEN1II_=till SII III�IIII 11--- 111 III- I_I 11 I! = III Fill REINFORCED WITH F IBFRMESH ON II 11__lil III III _111=- 6 rail M.B. OVER WELL COMP. SOIL CONCRETE F'c = 21500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIRCATIONS AND DETAILS SEE SYSTEM INFORMATION - DETAIL 1,2,&3 ON SHEET SD5 Z HR EIRE WALL DETAIL_ (LJ: -7) 73) SCALE: N.T.S. W < D 7' 0 CL w ii Z U CD W � P �� o� Q cc q. `—� IN P4 o�w�zo J w�NE- 0 P4 uJ o I— w � L � F 17 2 ( R FL Lai - CI 0 � o0 7'cn LLJ 0 0 1 _ < LaJ j © b > o 0 7F El:� 6)L� < Lai 0LLJ LLL 111111 IY < < -1 2 DESIGN DRAWN TJF TJF _ T - CHECKED DWG.No. JOB No. 805/117 SCALE AS NOTED DATE 12/22/10 s AP'P'ROVED HOUSEWRAP OVER SIIEATIIING OVFR WE STEP 1 FOLD HOUSEWRAP IN AND AROUND JAMBS STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE - SELF ADHERING MFMBR FLASHING OVERLAPPING DOOR FRAME I" EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. i:l.11 Hi11.I��EWRAP IT 45"' ANGLE MODIHEO "I" CU I HOI ',FWRAP LINE OF WINDOW OPENING AF'YROVED HOII:1 OVER SHEAIHING STUD WAII INSTAI L. b" WIDE SELF ADHERING VEMORANE FLASLIING OVER rIAILI, FLANGE JAMH:. L TLNL MCMBRAN FI ASHING MIN 11 `ILL FLExIBLE hL, EMPORARILY OLD -UP & SEC OUSFWRAP (OR LICK -LAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R,C INSTALL SFLF-AD MEMBRAP FLASHINC NAILING HEAD EXTEND SELF -AD MEMBRAP 1' MIN B FLASHINC ALIGN FLASHING W/ INT. EDGE OF SII I k.0. MECHANICALLY - FASTEN FANNED EDGE (CAP NAIL STAPLES) IF REQI BY FLASHING M/ INSTALL 9" WIDE FLEXIBLE MEMBRA at SILL. EXTEND FLASHINC FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW ,PPLY j" NOM. :ONTIN000S BEAD OF IEALANT AT .JAMBS ,ND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN JNE W/ RE-PUNCHFO HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, IEVFL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 1IWIINNDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 MFTHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2 IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFI' THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAMI SEALANTS/FLASHINCS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12 UP BOTH JAMBS TO EOHM A BACK DAM, SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) ELF -ADHERING f' FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING, INTERIOR VIEW STEP 6 STEP 7 s STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. XITNINC FLA` HING DETAU_ SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATI01`+- OVER GALV. MTL. LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. (" NOMINAL THICKNESS) REINFORCED CONCRETE MASONRY UNIT 4�' PROVIDE CONTINUOUS ;7q" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SFE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS OSB SUBFLOOR GLUED & SCREWED " 15" DEEP OPEN WEB FLOOR TRUSSES PER 1 FLOOR TRUSS LAYOUT a PROVIDE 0.002in POLYETHYLENE FILM OR /15 FELT BETWEEN TOP OF CONC. BLOCK & L1/S OF ROOF TRUSSES ° I BOND BEAM FULLY GROUTED & REINFORCED (SEE ----- STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) SEE STRUCT. ENGINEER'S SPECIFICAl10NS FOR UPLIFT Ila CONNECTIONS 7777 7; , 93• PAINTED DRYWALL (R-0.45) b FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-41) BLOCK WALL PER STRUCT. ENGINEER'S l INSIDE AIR FILM (R-0.68) SPECIFICATIONS J%1k" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) I -NAILED INTO BLOCK. TNI ERM _-DATE WALL S'EC7T )N SCALE: N.T.S. ALUM. DRIP EDGE SET PLA; ROOF CEMENT & NAILED OVER J"x1%" BLOCKING PREFIN. ALUM- FASCIA VENTED SOFFIT. ep0� 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAIL`; TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDFRLAYMFNT ON TOP OF MIL. ORIP AT EAVES, v HALOVER 115 FELT PAPER ON 7/16" _ OSB SHEATHING WITH "H° CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0. C. MAX. W/ Bd GUN NAILS 0 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CFMENTITIOUS FINISH APPLICATION OVER GALV, MTL. LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (d" NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I FINISH SLAB ON GRADE ° 3;" POURED CONCRETE SLAB ON VAPOUR BARRIE 4 � n' n > a ° 4 � FINISH GRADE a � ° °' CLEAN COMPACTED, TERMITE TREATED FILL 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. - FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YP CAL ONE Sul -CRY WALL_ S ECTI C N -- SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VFNT ARFA OF 1:150 OF TOTAL AT11C 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 10 BE LOCATED MIN, 36" ABOVF NAILS 0 6" O.C. LAVE IN UPPER PORTION OF ATTIC SPACE, INSTALL 6" WIDE 36" NOE UNDERLAYMENT INSTALLED WITHOUT WRINKIFS FACHTRUSS SFI F- ADHERING ��� ' HOLD UNDERLAYMENT IN PI ACF UNTIL. COVERED BY MEMBRANE FLASHING INSTALL DOOR PLUMB, - _ 2 OVERLAPPING DOOR FRAME LEVEL AND SQUARE PER " MANUFACTURERS INSTALL. WINDOW PER WINDOW MANUFACIURER'S WRITTEN INSTRUCTIONS I SPECIFICATIONS & INSTALLATION INSTRUCTIONS SF I IHRF"HDI I) IN BH» �- PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT OF SEALANT. ""... GROUND FLOUR I --- ----- PTD. PINE WINDOW SILL OVER DOOR CASING IRIM BELOW APPLY SEALANT AT c. " PAINIED DRYWALL (R-0.45) CORNERS AND FRONT ACTUAL WALL THICKNESS FI FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULAIION (R-4.1) EDGE OF IHRE"HOID _ INCLUDING SIRAPPINC, INSIDE AIR FILM (R-0.68) STEP 3 STEP 4 INSTALL 6" WIDE - SELF ADHERING MFMBR FLASHING OVERLAPPING DOOR FRAME I" EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. i:l.11 Hi11.I��EWRAP IT 45"' ANGLE MODIHEO "I" CU I HOI ',FWRAP LINE OF WINDOW OPENING AF'YROVED HOII:1 OVER SHEAIHING STUD WAII INSTAI L. b" WIDE SELF ADHERING VEMORANE FLASLIING OVER rIAILI, FLANGE JAMH:. L TLNL MCMBRAN FI ASHING MIN 11 `ILL FLExIBLE hL, EMPORARILY OLD -UP & SEC OUSFWRAP (OR LICK -LAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R,C INSTALL SFLF-AD MEMBRAP FLASHINC NAILING HEAD EXTEND SELF -AD MEMBRAP 1' MIN B FLASHINC ALIGN FLASHING W/ INT. EDGE OF SII I k.0. MECHANICALLY - FASTEN FANNED EDGE (CAP NAIL STAPLES) IF REQI BY FLASHING M/ INSTALL 9" WIDE FLEXIBLE MEMBRA at SILL. EXTEND FLASHINC FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW ,PPLY j" NOM. :ONTIN000S BEAD OF IEALANT AT .JAMBS ,ND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN JNE W/ RE-PUNCHFO HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, IEVFL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 1IWIINNDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 MFTHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2 IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFI' THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAMI SEALANTS/FLASHINCS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12 UP BOTH JAMBS TO EOHM A BACK DAM, SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) ELF -ADHERING f' FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING, INTERIOR VIEW STEP 6 STEP 7 s STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. XITNINC FLA` HING DETAU_ SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATI01`+- OVER GALV. MTL. LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. (" NOMINAL THICKNESS) REINFORCED CONCRETE MASONRY UNIT 4�' PROVIDE CONTINUOUS ;7q" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SFE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS OSB SUBFLOOR GLUED & SCREWED " 15" DEEP OPEN WEB FLOOR TRUSSES PER 1 FLOOR TRUSS LAYOUT a PROVIDE 0.002in POLYETHYLENE FILM OR /15 FELT BETWEEN TOP OF CONC. BLOCK & L1/S OF ROOF TRUSSES ° I BOND BEAM FULLY GROUTED & REINFORCED (SEE ----- STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) SEE STRUCT. ENGINEER'S SPECIFICAl10NS FOR UPLIFT Ila CONNECTIONS 7777 7; , 93• PAINTED DRYWALL (R-0.45) b FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-41) BLOCK WALL PER STRUCT. ENGINEER'S l INSIDE AIR FILM (R-0.68) SPECIFICATIONS J%1k" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) I -NAILED INTO BLOCK. TNI ERM _-DATE WALL S'EC7T )N SCALE: N.T.S. ALUM. DRIP EDGE SET PLA; ROOF CEMENT & NAILED OVER J"x1%" BLOCKING PREFIN. ALUM- FASCIA VENTED SOFFIT. ep0� 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAIL`; TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDFRLAYMFNT ON TOP OF MIL. ORIP AT EAVES, v HALOVER 115 FELT PAPER ON 7/16" _ OSB SHEATHING WITH "H° CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0. C. MAX. W/ Bd GUN NAILS 0 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CFMENTITIOUS FINISH APPLICATION OVER GALV, MTL. LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (d" NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I FINISH SLAB ON GRADE ° 3;" POURED CONCRETE SLAB ON VAPOUR BARRIE 4 � n' n > a ° 4 � FINISH GRADE a � ° °' CLEAN COMPACTED, TERMITE TREATED FILL 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. - FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YP CAL ONE Sul -CRY WALL_ S ECTI C N -- SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VFNT ARFA OF 1:150 OF TOTAL AT11C 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 10 BE LOCATED MIN, 36" ABOVF NAILS 0 6" O.C. LAVE IN UPPER PORTION OF ATTIC SPACE, INSULATION BAFFI F BETWEEN 36" NOE UNDERLAYMENT INSTALLED WITHOUT WRINKIFS FACHTRUSS OVER ENTIRE ROOF, (ISE ONLY ENOUGH NAILS TO ��� ' HOLD UNDERLAYMENT IN PI ACF UNTIL. COVERED BY _ SHINGLES, PLACE UNDERLAYMENT ON TOP OF MIL. _ 2 DRIP AT EAVES. DRAWINGS) I .y,oa INSTALL. WINDOW PER WINDOW MANUFACIURER'S I TOP OF BLOCK �/ I � l / 1114 4 `., BOND BEAM FULLY GROUTFO & RFINFORCED (SEE TOP OF WINDOWS �- STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) I - REINF. PRECAST CONC. I INTFI_ FIJI I Y GROUTED W/ CONT PROVIDE MIN. R19 BATT INSUL. DRYWALL. CEILING #5 HORIZONTAL REBAR (SEE STRUCI. ENGINEER'S DRAWINGS) I INSTALL. WINDOW PER WINDOW MANUFACIURER'S I SPECIFICATIONS & INSTALLATION INSTRUCTIONS �- PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT 00 71 GROUND FLOUR I --- ----- PTD. PINE WINDOW SILL OVER DOOR CASING IRIM BELOW c. " PAINIED DRYWALL (R-0.45) S OF SOFFIT ACTUAL WALL THICKNESS FI FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULAIION (R-4.1) W IWFEN IOP OF CONC. BLOCK & U/S OF ROOF TRUSSES INCLUDING SIRAPPINC, INSIDE AIR FILM (R-0.68) DRYWALL & " CEMENTITIOUS 41"Xl�" PRFSSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH- 98" NAILED IN TO BLOCK. ALUM. DRIP EDGE SEI IN FINISHED TFXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) (R 1.00) SEE STRUCTURAL. ENGINEER'S TOTAL R -VALUE - (R-8.61) �,• DRAWINGS FOR FOUNDATION PLASTIC ROOF CEMENT 1 BOND BEAM FULLY GROUTED w/ CONT. HORIZONTAI p5 CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT ENGINEER'S SPECIFICATIONS. r; CLEANOUI OPENING FOR EACH GROUT CELL `-' NAILEDOVERJ"x1� '__0. 1 ---- REBAR W/ LISP HTA16 UPLIFT STRAP FMBEDIIFD 7" in r FINISH GRADE T I ° a ° �� LYi I' PLASTER SKIM COA1 OR BLOCKING � INTO BOND BEAM. (SEE STRUCT. ENGINEER'S 0 CONNECTION SCHEDULE) IOP OF WINDOW PREFIN, ALUM. FASCIA & 3 �A8"-" n VENTED SOFFIT. I• _ \ �-- PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH 1• ".75". B 3l d CEMENTITIOUS FINISH (PER ILEVATION) ry 2 r l FINISHED TFXTURE COATING PER BUILDER - ,y5 VERTICAL REBAR IN CONIC. FIII.FD CELL PER STRUCT. e��J1 FPFCIFICAIIONS OVER PRIMED 3 COAT 1= ENGINEER'S DRAWINGS W/ MIN. 2�' OVERLAP, TIED 10 v d APPLICATION, CONT. ROD IN FOOTING & BOND BEAM (E' NOMINAL (}" NOMINAL THICKNESS) 9 TYPICAL- EAVE DETAIL-___ ) SCALE: N.T.S. 7 ROOF_ CONSTRUCTION ASPHALT SHINGIFS OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON -- APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SNP QEF LV SPECIFICATIONS) ALUM. DRIP EDGE OVER R��F INSULATION RAFFLE 41°X12' OVER 12'"X5" SPR. BETWEEN CACII TRUSS FASCIA ATTIC TOP OF PLATO - PROVIDE MIN. R19 BATT INSU[. & U/S OF SOFFIT\ Z" DRYWALI. CEILING TOP OF WINDOWS n -- !I -O' T2 SEE SIRUCT. ENGINFER'S SPECIFICATIONS FOR CONNECTION �— REQUIREMENTS 73 S D 9 58" FINISH SECOND FLOOR -- ----- -- — rjl7 TOP OF C.M.U. WALI VENTED SOFFIT INSIALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RFS R613.6 & R613.7.5 SECOND FLUOK 1" PAINTED DRYWALL 1» X3"' STUDS © 16" O.C. (SEE SIRUCL ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) " OSB EXIERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR TRUSSES FLOOR TRUSS LAYOUT POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMIIE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) '7'F'IC AL �; CR\Y WALL_ )'ECTION SCALE: N.T.S. w O f L � `ee 4 •00000000000�• !.•i �� o . OZ O z 0 0*a �0Z 4�• z i/i �vlCJ �� Q a ,; oj 00 f oo � * WIZ i t. I CQ O W CrJ l` Ill�n III C ZE-- L1J p EW p a E- f — ppOWCc�2� U L~i_I LLJ cn LLJ O 0 90 1 � 1 LYJ 0 ( � 0 U ry (v ) LLJ 0 U/ t-1 J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 — SD7 9 I � `., BOND BEAM FULLY GROUTFO & RFINFORCED (SEE TOP OF WINDOWS �- STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) I - REINF. PRECAST CONC. I INTFI_ FIJI I Y GROUTED W/ CONT #5 HORIZONTAL REBAR (SEE STRUCI. ENGINEER'S DRAWINGS) I INSTALL. WINDOW PER WINDOW MANUFACIURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RFS R613.6 & R613.7.5 00 71 GROUND FLOUR I --- ----- PTD. PINE WINDOW SILL OVER DOOR CASING IRIM BELOW c. " PAINIED DRYWALL (R-0.45) ACTUAL WALL THICKNESS FI FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULAIION (R-4.1) INCLUDING SIRAPPINC, INSIDE AIR FILM (R-0.68) DRYWALL & " CEMENTITIOUS 41"Xl�" PRFSSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH- 98" NAILED IN TO BLOCK. T 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TFXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) (R 1.00) SEE STRUCTURAL. ENGINEER'S TOTAL R -VALUE - (R-8.61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT ENGINEER'S SPECIFICATIONS. r; CLEANOUI OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE in r FINISH GRADE T I ° a ° �� LYi I' PLASTER SKIM COA1 OR s PAINTED FOUNDATION WAIL ° '4, 32' CONCRETE SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMIIE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) '7'F'IC AL �; CR\Y WALL_ )'ECTION SCALE: N.T.S. w O f L � `ee 4 •00000000000�• !.•i �� o . OZ O z 0 0*a �0Z 4�• z i/i �vlCJ �� Q a ,; oj 00 f oo � * WIZ i t. I CQ O W CrJ l` Ill�n III C ZE-- L1J p EW p a E- f — ppOWCc�2� U L~i_I LLJ cn LLJ O 0 90 1 � 1 LYJ 0 ( � 0 U ry (v ) LLJ 0 U/ t-1 J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 — SD7 9 338 1 HOUR RATED )�J-LC)ADDEARING F'ANFI "XI") FIAT WI`)C `-,PA(:ED AT ')I" O.C. 1 Al'I R IYPF "X" GYP. BD. ON IN FERIOR FACE A()'AIN`3T TRU`)SE S, I I AYFR 8" TYPE "X" EXTERIOR GYP I IF A 111N( �ON IINUOU S UP ON 10 I ACE OF WALL. FIRECA1,11 K 5E Al AN I AT BOTTOM TO TOP OF CMU WALL ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FFI T PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF IRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) +Mee a agar Ywi raw aveaa t I -.ra.wa.a a er t WOOD TRUSSES, GYPSUM WALLBOARD so 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. Face layer Il/s" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/s" Type W or S drywall screws 12" o.c, at joints and intermediate trusses and 1112" Type G drywall screws 12" o.c. placed 2" bed( 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 ed nits. Appropriate roof covering. FF���� `��� D. FFRI OR PLYWOOD SHEATHING FIRST _-- >C)C�� - - INSUAIION BAFFLE ROOF _ -- _ �. BETWI F N EACH TRUSS A l 11c 101) OF PLATE 5/8" IYPF "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED A`_7 SOFFIT BACKER BOARD _ DO NOT VFNT OR PENLIRATE SOFFIT tT� 4 v D FINISH SECOND FLOOR 101' OF C.M.U. WALL SEE STRUCTURAL L NGINEER'S DRAWINGS FOR FOUNDATION CONSIRUCIION DETAILS FINI`.�H SI AB ON GRADE CL 00 FINISH GRADE CXR PLASTER SKIM COAT OR _ PAINTED FOUNDA f ION WALL PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS LXI SHEATHING BETWEEN TRUSSES FASTENFD TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN 11GHT TO ROOF SHAiHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RAJLD l_J309 -EXTERIOR EIRE WALL SEE SHEET SD6 " TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BAT T INSUL. FII I FD (R-13) 8" IYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXIURL COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CFMFNTITIOUS APPLICATION OVER GALV. MIL. LATH W/ X15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16 DEFP OPEN WEB FLOOR 1RUSSES PER FLOOR TRUSS LAYOUT BOND BEAM FULLY GROUTED & REINFORCED (SEE SIRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENT`) 7 - REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 5 HORIZONTAL REBAR (SLE STRUCT. ENGINEER'S DRAWINGS) 4- 1 H0LJ EXTLRIC.)F � SCALE: N.T.S. \ 1 - -- - - - --- - - m GROUND FLOOR 1 H( --)UR RATED CMU WALE INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. FABLE 720.1 (2) 1ILM # 3- 1.3 WI IH 721.3.1 FOR LQLIIVELANT THICKNESS RLINFORCED CONCRETE MASONRY UNIT BLOCK WALL PLR STRUCT ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL a 32' CONCRETE SLAB ON 6 MIL. POLYETHYIENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SFE ENGINEER'S DETAIL FOR S17F & REINF.) A UL DETAILS Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2.25-72: ITS, 8-s-98 Design nide. U301 Bearing WaR Rating HAL. Finish Stating - 66 Mm.. ir. I6" O.C. *d ac. .... 1 �rJ 2x4sS f irestopw I.1Ya>177lieads - Ex posed or covered with joint finisher. 2. Joints ExpDmd or covered vnih fiber tape and joist finisher. As an alternate, nominal 3132 in. thick gypsum vveneerpiaster rmaybe applied to the entire slufalce of'Classified veneer baseboard. Joints reinforced. 3. Nails- 6d cement coated rails 1-74 in.1mg, 0.0915 in. shank diam,, 114 in. diail heads, and Rd cement coated rails 2-3/8 irlL Bong, 0.113 in. shank diam, 9132 in. diam heads. 4. G)psum Baud : - 5/8 in. thick, two layers apOied eitherhaaizontallyor vertically. Inner layer attached to studs with the 1-7/8 in- nails spaced >6 in. OC. Outer layer attached to studs over inner layer with the 2-318 in. long nails spaded 8 in. OC. Vertical joints located over studs.. All joints in face layers staggered wit joints in base layers Joints of each bee layer offset with joints of base layer on opposite to side. When used in widths other than 48 in., gypsum board to be installed horizontally When Steel Framing Members" (Item 6) are !seed, base layer attached to furring channels with r in. long Type S bugle -head steel screws spaced max 24 in. 4C; face layer attached with 1-518 ins long Type S bugle -head sleet screws spaced max 12 in. CJIG. UL DETAILS --_ ✓`•--'`.,' - -...��---�.,.`�'-"_��.-_ _.,,�. ` �.v, �--,_may -_ -, , �- - � ' - .. UL DESIGN U338 25. Gypsum Basset* - (As an alternate to ttm 2, not shown) - For Nonboaring WMI rating - Any 5/8 In. Mick gypsum DMlin NA. U2s Weis applied by the Cloself ad Companies, Ilshd balaw shown Gypsum boards (CKNX) category. Applied horpontally, m September 15, vertically end attached to sands and bearing plate, wo 1-1/4 In. long Type W come thread gypsum pee ateal screen R Nande.rirp or wring w.0 Retlns - 1141111, spaced a max S M. OC, with last screw, 1 In. from edge of board. When used M widths other then 4s, In., gypsum based to 3 (Sae Item. 2 sand 2A) be Installed horizontally. Melo Rotate - One layer of Wallboard - MM, 20 Him Two L" - .f Wallboard - Mln. SS MM CANADIAN SPP/IIM ODMPAMY teas Re ainic ad an, Camill- Appk.". - ser sines MW L ldUD STAY!! GYPSUM CO R=NTAL SKTION 1. WOO Ptlrck - Nom 2 by 3 or 2 by 4 In., flat wbe, spaced 2411. O.C. max, wRttlwlY eRRoppad. 2. Gyeagre Mahe -For NDnlwaniry Wall rabnq -One bwr of S/a In. thkk, wpsum beero focused te each ride of nailed Gypsum aeere bearing p Iamm�611N or wrac d o msesoafted ed s, 1-7 9 in. cartel )0116 celterae m stun, and nsto studs anti nate pNtes 7 in. O.C. with fid amen[, 1-7/ els, g, a in. Imp, DA9ed In. the 6 diem and oV4 is. loadi Nam head. As an aeemate, No. 6 Duple need drywaa Rcrewa, 1-7/8 In. Imp, maybe substituted for Me 6d anent coated nails FIRE RETARDANT TREATED PLYWOOD SITATHING ON _ PORCH ROOF 2 LAYERS 5/8" TYPE DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NO VENT- OR -- PFNFTRATE SOFFIT PRE -FINISHED ALUMINUK SOFFIT AND FASCIA TO MATCH PORCH OVERHANG C)ETAIL JD8 SCALE: N.T.S. 2x4 P.I. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHFAIHING ON 7 PORCH ROOF a LAYERS 5/8" TYPE "X" DENSCLASS MOISTURE RESISTAN I EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR - PENF IRATE SOFFIT PRE- FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH �S D I -- 25. Gypsum Basset* - (As an alternate to ttm 2, not shown) - For Nonboaring WMI rating - Any 5/8 In. Mick gypsum Weis applied by the Cloself ad Companies, Ilshd balaw shown Gypsum boards (CKNX) category. Applied horpontally, m C vertically end attached to sands and bearing plate, wo 1-1/4 In. long Type W come thread gypsum pee ateal screen spaced a max S M. OC, with last screw, 1 In. from edge of board. When used M widths other then 4s, In., gypsum based to o--- be Installed horizontally. o C CANADIAN SPP/IIM ODMPAMY N L ldUD STAY!! GYPSUM CO CL USO N!%ICO G A DE C V w 2C. Gypsum Bewde - Same as Item 25. For Bearing Wall rating - Additional layer of 5/8 In. thick, 4 R wick wallboard \ eacli side W dsfMlaly. Attached to studs over Inner layers In, ok. max with 1.7/B In. loop type W coarse thread gypsum G panel steel screws. CANADIAN GYPSUM COMPANY UNITED BTATI s GYPSUM CO \/ USG NO)aCO 8 A DS C V zi 2D. Gypsum Illustrate - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels eppllM ed horizontally or vically and attached to studs and Deering plain with 1-1/4 In. long Type W coarse thread gypsum 0 penal steel stave paced a max B In. OC, with last straw 1 In, Rom edge of board. When used In model other than 481n., \/\ gypsum board to be initiated horizontally. l U C AMERICAN GYPSUM CO - Types Ace( -1, AG -C CEWAINTEND GYPSUM INC - Proftoc Type C or PmRoc Type X (l CERrARMID GYPSUM CANADA INC - Pr*RM Type C or PMRPC Typs X CTlMPL!-INLAND - Type TG,C 2E Gypem Bawd* - Same as Item 2D. Fa Bearing Well mtaq - Additional toyer of 5/8 in. thick, 4 R wick wallboard w each $ale M awmoly. Attached to Muds over inner layer 8 In. O.C. mn with 1-7/8 in. long Type W coarse thraed gypsum C pare) keel screws. =y A04IRWAN GYPSUM CO - Types AGX-1, AG -C ClIITAINTElD GYPGUM INC -Pro Roc Type C or Proltoc Type X w CERrAIWMD GYPSUM CANADA INC - ProRm Type C or ProRo , Type X C71 -.PU-INLAND - Type TG -C - 2F. Gypsum eased* pl (Asan el hodwr to Rem 2, not shown) -For NenbeaWell sang • 5/B In. pypwm pees, applied Gypsum panes fastened te with 1/* i In. Dnp Type W wRh ldbara edger,mpan either hcrews or vemes \ nd 4 in. spaced 8 I scscrews coarse thread gypsum panel steel screws spaced a rtex 8 In. OC, with last 2 screws 1 and 411. from lege of board or edge nailed es described In Item 3. When used In widths of other than 48 in., gypsum boards are to be installed horizontally. I CTEMPLE-INLAND - GreenGlass Type X. C7lMPI.!•INLAND - Type x ConfortGuard Sound Deadening Gypsum board. U II. Wall end PaMRbn Padlrrpe card Aepeewtse - (As an alternate to Items 2 through 2nd) - Nominal WS In. thick, 4 R wide pees, pplled veracelly and secured as described In Item 2 or 2A. C- MUMS M URMU INC - TYPO QuIetROck ES, Quie Stu ck 527 3. Mlnbs oral Nall 1lands - Gypsum board joints of outer layer covered with paper tape and jmnt compound. Nan heads of outer layer covered with pint compound. As on alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to C the arl[ha alrrlsce or Cfaaelnetl veneer --a- with joints reinforced with paper tape. 4. Batt wed Beer[- - (Optional) - Max I In. thktlrnns plass or mineral fiber batt Insulation. C See 6tte end Mankst• (5232) category for names of Clssemed compalxes. 4A. Few, Spresade - As An alternate to Bert and Blankets (Item 4) - Spray applied cellulase material. The fiber 6 applied with water to completely RII the enclosed cavity In accordance with the application Inkructlaee supplied with the product. Nominal dry density of 3.0 IWhI Alternate application method: The fiber Is applied with U.S. Greennber LLC Type ( AD100 ha melt adhesive M a nominal ratio of one part adhesive to 6.6 parts nber to completely nil the enclosed cavity In accordance with the Application instructions supplied with the product. Nominal dry density of 2.5 Ib/Ri. S GREENPIB O L L C - Cocoon2 Stabllued or Cmwn-FRM (Firo Roto Material) CU 4e. Nbw, sprayed• - As an altemate to Batts And Blankets (Ran 4) and Item 4A- Spray applied cellulose Insulation � material. The ed 6 opplet SUM water cl M accordance nca with and supplied with Na instructicubic sy. t mini pndspapplication product. Applied to completely ill the enclosed perry. minimum dry danaly of 4.3 pounds per cubic R. wen ca d ft. C Nu -WOOL co INC - Cellulose ,"itis! 4C. FNsr, Sprayade - As on alternate to Buika and Slenkste (Item 4) - Sony applied cellulose fiber. The ober is applied with water to com lett' fill the enclosed cavity in accordance with the application Instructions supplied with the product The minimum dry penalty shall be -U Ibs/Ra. INTERNATIONAL CELLULOSE CORP - Celber-RL Iring the UL Classification Mark __ DETAILS �D III IT S TM WITH f'EC'RONRC�vt" UNDERWRDFTAIITERS ABORA UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SITATHING ON _ PORCH ROOF 2 LAYERS 5/8" TYPE DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NO VENT- OR -- PFNFTRATE SOFFIT PRE -FINISHED ALUMINUK SOFFIT AND FASCIA TO MATCH PORCH OVERHANG C)ETAIL JD8 SCALE: N.T.S. 2x4 P.I. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHFAIHING ON 7 PORCH ROOF a LAYERS 5/8" TYPE "X" DENSCLASS MOISTURE RESISTAN I EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR - PENF IRATE SOFFIT PRE- FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH �S D I -- --- I I1 1j II II L_- - o--- CD o Q N N N CL w w w O G 0 CC Do- zi rD O 0 0 w U U U 0 0 S D B)IIII,\ LV_ BFAM 2 AYFR.S 5/8" LYF L X' DRYWALL IN STAT I_ AND FA_S IEN PER U11 DETAIL U301 THIS SHEET HOUR RATED GA FILE NO. RC2602 2 LAYFR 5/8 TYPE 'X" DENSGLASS EXT SHFATHING ON PORCH CEILING C -FA+`_LTNTEL AT PORCH BEAM - SEE LINTF[ PLAN ON -1 STRUCTURAL SHEETS FOR ACTUAL SIZE 2 PORCH OVf-BHANG DETAL_ S �8 SCALE: N.T.S. FIRE RETARDAN I TREATED PI YWOOD -- SHEATIIINC ON PORCH ROOF 2x4 P. T. FRAMING AT 16" 3 TYPICAL PORCH OVERHANG 1)[TTA11. SCALE: N.T.S. G! w ~ CD a Q N N N CL w w w O G 0 G! U 0 o Z 7_7 CL w w w CC zi rD O 0 0 w U U U U� z, H H D wElz LLJ w w > =y w w w Qf Elf Elf U U U G! w ) pI p _ II/ Ll �. LL Ll C/ 6 Li F l/ p L,J J g 7) w C) ry ��j) W < Lt - LIJ CL 11 -sem_ .J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 rDCA ALE AS NOTED TE 02/04/11 0 o rn Cr l `" D -)* O 4 4 ~ CQ CC zi rD LL Qoa4 U' U� z, H H D wElz N/ 0 0 107 w ) pI p _ II/ Ll �. LL Ll C/ 6 Li F l/ p L,J J g 7) w C) ry ��j) W < Lt - LIJ CL 11 -sem_ .J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 rDCA ALE AS NOTED TE 02/04/11