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HomeMy WebLinkAbout2273, 2277, 2282, 2285, 2289, 2293 Brookridge Trl (a)DKA ING INDEX SHEET NO. DESRIPTION Go U) N O C-1 COVER, INDEX, REVISIONS, cr) o rrrr M04Y rn 0 BUILDING COMPOSITE FIRST FLOOR PLAN > U- CL O 0) BC3 BUILDING COMPOSITE SECOND FLOOR PLAN '`� N BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS 0 0)ccs N L BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS p. J BUILDING COMPOSITE ROOF PLAN 1.1A UNIT TPTH05E FLOOR PLANS AND DETAILS OCH LAK TOWN HOMES qt 1.2A UNIT TPTH05E ELEVATIONS AND DETAILS O E 1.3A UNIT TPTH05E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISERSANFO" F 0 oN m 0 1.4E UNIT TPTH05E ELECTRICAL PLANS ' 0 ORIDA 2.18 UNIT TPTH02 FLOOR PLANS AND DETAILS _ . 0 W) UNIT TPTH02 ELEVATIONS AND DETAILS CL BUI DING iLq N 7 2.3B UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER _ •� � CD 0 o c N 0 UNIT TPTH02 ELECTRICAL PLANS 3.1 B UNIT TPTH01 FLOOR PLANS AND DETAILS a O � = 0 N M 0 3.26OTS #88 THRU # 8 i O 3 0UNIT TPTH01 ELEVATIONS AND DETAILS z 16 o .- 3.313 UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER Z s .. cc 3.4E UNIT TPTH01 ELECTRICAL PLANS 4.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS O w � � O W y-- �1 8:12 8:12 UNIT TPTH03 ELEVATIONS AND DETAILS 6'• 8:12 gz 8:12 �•,z 04 Zy 4.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 8:12 6.12 W O 4.4E UNIT TPTH03 ELECTRICAL PLANS `````` � ' � N 5.1 A UNIT TPTH02 FLOOR PLANS AND DETAILS 5.2A UNIT TPTH02 ® '® ® ® m Q.'•• 'd' u- •`„' o Ak ELEVATIONS AND DETAILS CM ® ®® ® _�..� o . Z Z , 5.3A UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISERLU :2 -_� 4:12 +' fes' �,.e., �.. ....Iwa O• 5.4E UNIT TPTH02 ELECTRICAL PLANS 5:12 5:12 ® 0 I 2 � • � = a _ 8:12 5:12 4:12 8:12 ��• . ..` ••••.O••••L� 6.1 B UNIT TPTH05 FLOOR PLANS AND DETAILS— _ _J O 6.26 UNIT TPTH05 ELEVATIONS AND DETAILS E10 FD ®�❑®❑ D❑® ®® 6.3B UNIT TPTH05 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®® ®®® ®® ®® ®®® ®®® ®® ® ® ®® 6.4E UNIT TPTH05 ELECTRICAL PLAN iLU ®®® ®®®7MEEMIMIE127 U -LW H ®® ®® IME ®®® ®®UILU®®® ®®® E1 E2 ES E6 E4 E7 E8 S1 STRUCTURAL NOTES E3 TPTH05E TPTH02 TPTH01 85 TPTH03 84 TPTH02 TPTH05E S2 BUILDING FOUNDATION PLAN 88 ELEV. 'A' 87 ELEV. 'B' 86 ELEV. B (REV.) ELEV. A ELEV. 'A' REV. (�3) ELEV. 'B' REV. S3 DOWEL LAYOUT PLAN Q � � pw 4 FLOOR FRAMING PLAN z n r- rn S5 ROOF FRAMING PLAN Construction Documents Conceptual Design Structural Engineer Builder &Owner�0 'w.1S6 LINTEL PLAN g � 0 4" A Vd Project Coordination of Record z0 NW�� co SD1 FOUNDATION DETAILS � _ z�� SD2 GENERAL DETAILS z C, SD3 GENERAL DETAILS SD4 GENERAL DETAILS cx ¢ w H z TF Design, Inc. Quadra Design IJI w w ��o�0Z I J G.1 SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS � ��A � \ � � E-4 SD6 FIRE SEPARATION WALLS AND DETAILS 6685 Arroyo Dr. Studios Inc. ago W lVlri�l� > z4 -w Cq DESIGN C'2Melbourne FL, 32940 MONTA CONSULTING & DESIGN homes 0 SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS Suite 302 of WMR AND ASSOCIATES, INC. 2171 Avenue road w SD8 FIRE SEPARATION DETAILS SW U 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 Cl) EMAIL: tfrost@t-f-design.com info@quadradesignstudios.com Altamonte Springs, FL 32714 Winter Park, FL 32789 TEL. (407) 681-1917 TEL: (407) 599-9994 Qo E V 0 S 0 'U'2 --'NS GENERAL DESIGN CRITERIA OCCUPANCY CLASSIFICATION - R3 SPRINKLER w ° REV # DATE DESCRIPTION APPLICABLE CODES: M 00 00 08/03/12 ISSUED FOR PERMIT CONSTRUCTION TYPE - 513 FLORIDA BUILDING CODE, 2010 PERMIT # ,Z— 000 00= � AND FBCR 2010 DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010 z � A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 0 B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 12O J C) DECKS - 40 PSF LIFE SAFETY CODE NFPA 101, 2009 0 D) STAIRS - 40 PSF = w o NEC, 2008 E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC I— J 0 NFPA 13R 2007 OFFICE vz WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) NFPA 72 2007 ) � _ 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH � Qo m 2) NOMINAL DESIGN WIND SPEED (NASD) = 108 MPH HEIGHT & AREA CALCULATIONS 0- �2 'm BUILDING CATEGORY = II DESIGN DRAWN 3) WIND EXPOSURE (ALL SIDES) = B QUADR TJF/AT 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 CHECKED WMR 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS BUILDING HEIGHT = 2 STORIES Dwc.No. SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: JOB No. 2010/205 FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF BUILDING AREA SCALE ASNOTED 2 FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE - - FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF 08/03/12 SECOND FLOOR 7,166 SQ. FT. TOTAL AREA 15,342 SQ. FT. C=1 SHT 1 OF 20 W U O 6k LL EL, W V_ i ILL 0 TPTH05E TPTH02 � TPTH01 TPTH03 � TPTH02 � TPTH05E 88 ELEV. ELEV. 'B' "" ELEV. 'B' (REV.) 85 ELEV. 'A' "Y ELEV. 'A' (REV.) "`' ELEV. 'B' (REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 6 UNIT BUILDING 99 3/16 1 0 FIRST FLOOR PLAN PLAN 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 Ljj Q D Z O Z F. L..J a- = U � ~ U (/7 LTJ 0 cn Lam. Ld U N 00 O J `````��rrrrri►►►►,,�LLJ o LL Z Ncr Lu cm (� 1 CILo Q v� z E" co A , cc 0 a� C=) Axa E-- L�. z O � Ljj I— W 2 V) M LL - 00 C� O = o w F- O000 0 0 2 � Z F- w� :2Oo O E-- J = w o � Q = 0 C� � Q0 CL :2 J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -2 u 0 W 'Q z O_ n ry U U) w 0 CV O z z V z n ry Lu TPTH05E j PTH02 TPTH01 j-- PTH03 WELEV.A' PTH02T05E ELEV.'A' 87 ELEV. 'B' ELEV.'B' REV. 85 ELEV. A'REV. 83 ELEV. 'B' REV. o FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH 0373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 zL FOR FRE SEPARATION NOTES OF ROOF ASSEMBLES SEE SHEET BC -6 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 V 0 F- wz � w J O0 �Z0I— O zI- E - W 4 4 A LLJ =w N L) C/) TPTH05E j PTH02 TPTH01 j-- PTH03 WELEV.A' PTH02T05E ELEV.'A' 87 ELEV. 'B' ELEV.'B' REV. 85 ELEV. A'REV. 83 ELEV. 'B' REV. o FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH 0373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 zL FOR FRE SEPARATION NOTES OF ROOF ASSEMBLES SEE SHEET BC -6 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 V 0 F- 1I*10tyl CHECKED DWG.No. 6 UNIT BUILDING SECOND FLOOR PLAN -JOB No. 3/16 = 1'-0" DATE SHT OF wz � V) O0 Q O zI- E - 4 4 A ICO O� =w L) Y ' Lu ) f --- af Q 0 CL:2-j m 1I*10tyl CHECKED DWG.No. 6 UNIT BUILDING SECOND FLOOR PLAN -JOB No. 3/16 = 1'-0" DATE SHT OF U]CL•1"MI BC -3 O Q zI- E - 4 4 A ICO O� ooao Z E- o��WHz z W c 0-4 O U C�W11 U]CL•1"MI BC -3 $1� E PO 6:12 0 0 f% X M ro 6:12 72"x96" "aex",� PATIO OITA9 DOOR 51000 6:12 0 0 f% X M ro 6:12 72"x96" "aex"S7 PATIO OITA9 DOOR A000 ----J,, 0 0 X k 72"x96" "aex"S7 PATIO OITA9 DOOR A000 ----J,, E:, xboa0 x 00 OD M 72"x96" "aex"S7 PATIO OITA9 iL A000 ----J,, 72"x96" son ME PATIO tt) DOOR Ld 0 0 cop x x x M � N L I MME ME I My MEN � � � � I 72"x96" son ME PATIO tt) DOOR Ld 11u�u�--- TPTH05E TPTH02 TPTH03 (:)TPT H01 83 ELEV. 'B' (REV.) 84 ELEV. 'A' (REV.) 85 ELEV. 'A' ETLEV.E�(REV.) REAR ELEVATION N`Z 6:12 6:12 87 TPTH02 ELEV. 'B' FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5:12 6:12 6.1il� 6:12 6:12 88TPTH05E _ ELEV. TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY FIN, GROUND FLOOR I c I 00 I 0 I rn 00 FE -117M lull -Elio son ME 1 a1g11"IIIAII tt) 1 Ld 87 TPTH02 ELEV. 'B' FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5:12 6:12 6.1il� 6:12 6:12 88TPTH05E _ ELEV. TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY FIN, GROUND FLOOR I c I 00 I 0 I rn 00 FE -117M lull -Elio 1 ■1�I 111111 A 1 a1g11"IIIAII tt) 1 Ld MINI � 111111 z Ld FnI E1 E2 E3 E4 E5 E6 E7 (tel TP TH 05E TP TH 02 TP TH 01 TP TH 03 TP TH 02 88 ELEV. 'A' 87 ELEV. 'B' 86 ELEV. 'B' REV. 85 ELEV. 'A' 84 ELEV. 'A'(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 FBC2007 R321.1 6 UNIT BUILDING FRONT SND REAR ELEVATIONS 9 9 9 3/16 = 1 -0, TPTH05E ELEV. 'B' z _O F— n ry U 0 L1J e tt) 00 Ld � z Ld FnI Q E- L.LiV) z w ® E"Z �w I c� U E" .� V) �O�A� c�G '—�rr�Nwz 0 OO o 0 00 Uri o 0 Jo e �E"o cn �! sz" ~ z z a�a wed 000 0 O Ld = LLI w ,� o NULL e tt) 00 FnI O ry V) LTJ ~ 0 OO o 0 00 �z LTJ�j 000 = w ,� o L,J Q Q 3 f— = CD O U 0 in DESIGN __[DRAWN CHECKED v DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -4 I �Z y' 8:12 \ 6:12 o I I 00 r 88 TPTH05E ELEV. 'A' LEFT END ELEVATION 6:12 WALKWAY 'A' SHUTTERS 6:12 Es WALKWAY 'A' SHUTTERS 8:12 6:12 6• TT H05E FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 83 ELEV. 'B' (REV.) RIGHT END ELEVATION 6 UNIT BUILDING LEFT AND RIGHT END ELEVATIONS 3/16 19-099 �,,),2WALKWAY 'B' WINDOW AT GARAGE UWALKWAY 'B' SHUTTERS 6:12 WALKWAY 'A' ,4 WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS $EE INDIVIDUAL UNIT ELEVATION SHEETS 7 6:12 6:12 I _ • �1 Z 5:12 O d J 00 ��oaw 0 A CO O ff' -14 ooa E- o DO 0 o P4 ,I Or c� LECTRIC METE 0 NICHE C]L_ cn = ILL] ELECTRIC METE L O M NICHE (SEE co DETAIL) Z WALKWAY 'A' ,4 WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS $EE INDIVIDUAL UNIT ELEVATION SHEETS 7 6:12 6:12 I _ • �1 Z 5:12 6:12 FRONT ENTRANCE 'B' -:-7-)WALKWAY 'B' ,WALKWAY 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE SHUTTERS 6 UNIT llr-j"'hUILDING ENTRY SIDE WALL El'-'LEVATIONS 3/16" = 1'-0" LTJ F- �C TOP OF PLATE TOP OF WINDOW Z o '1 I 0 r n FIN. SECOND FLOORU _ (n L,J TOP OF WINDOW FIN. GROUND FLOOR Li -�t 0� ••••eeosroe•e•e•��.A'/I �W tt S% � O_ w•W ® u.J� ��✓ ! 2z Z w 'm �; U •• •• �� `tea 0 0 �W L,J�W J Ld F LTJ 2 n P� V a O d J 00 ��oaw 0 A CO O ff' -14 ooa E- o DO 0 o P4 Or c� LECTRIC METE 0 NICHE 6:12 FRONT ENTRANCE 'B' -:-7-)WALKWAY 'B' ,WALKWAY 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE SHUTTERS 6 UNIT llr-j"'hUILDING ENTRY SIDE WALL El'-'LEVATIONS 3/16" = 1'-0" LTJ F- �C TOP OF PLATE TOP OF WINDOW Z o '1 I 0 r n FIN. SECOND FLOORU _ (n L,J TOP OF WINDOW FIN. GROUND FLOOR Li -�t 0� ••••eeosroe•e•e•��.A'/I �W tt S% � O_ w•W ® u.J� ��✓ ! 2z Z w 'm �; U •• •• �� `tea 0 0 �W L,J�W J Ld F LTJ 2 n P� V a DESIGN O d 00 ��oaw A CO O ff' ooa E- o DO 0 o P4 Or c� O C4 0 cn = ILL] L O M co Lu Z :2O LTJ LiJ a �Qo IL :2 J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 O d ��oaw A CO O ff' ooa E- o DO o P4 Or c� O C4 DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 00 00 21'-0" 20'-0„ 20'-0" 20'-0" 4'-0" IL 4'-0" IL 1.4'-0" L 4'-0" , 11 4'-0" [ 4'-0o> 20'-0" 21'-0" 4'-0" 4'-0" 1' 4'-0" 4'-0„ -------------- - ----- ---------- ---- 7--------- - ------------- --� ----------- -------------- ----( !_� PROVIDE FIRE RETARDENT ---- - / / / ! / PROVIDE FIRE RETARDENT F / / / / / / - PROVIDE FIRE RETARDENT / / / PROVIDE FIRE RETARDENT / / PROVIDE FIRE RETARDENT / / / PROVIDE FIRE REIARDENT TREATED PLYWOOD SHEATHING / / ! / // /TREATED PLYWOOD SHEATHING / / /-I TREATED PLYWOOD SHEATHING / / / / / //TREATED PLYWOOD SHEATHING �/ / / / / /r TREATED PLYWOOD SHEATHING l- / / / /' TREATED PLYWOOD SHEATHING MIN. 4' 0" EACH SIDE OF / // / // // MIN. 4'-0" EACH SIDE OF f" // // /` / // MIN. 4'-0° EACH SIDE OF / // / /// ' // MIN. 4'-0' EACH SIDE OF // // / / / THE IN. 4' WALL CENTERLINE OF / / // / //// 1 MIN. 4'-0" EACH SIDE OF THE PARTY WALL CENTERLINE i / / / THE PARTY WALL CENTERLINF--- -7 r / / / / / THE PARTY WALL CENTFRI.INE - -- / /' / / / THE PARTY WALL CENTERLINE —� / / / / / / // THE PARTY WALL CENTERLINE \ / / / / / / / NO PENETRATIONS ALLOWED f ENETRAIIONS ALLOWED NO PENETRATIONS ALLOWED NO PENETRATIONS ALLOWED / / NO PENETRATIONS ALLOWED / NO PENETRATIONS ALLOWED NO / WITHIN THIS ZONE WITHIN THIS ZONE / / / / // / 1 WITHIN THIS ZONE Y / / / WITHIN THIS ZONE / / / / / / WITHIN THIS ZONE / / // / // / WITHIN THIS ZONE r Y I //, // / 1 \ L // r // / SD PROVIDE OFF -RIDGE VENTS L� AS REQUIRED PER CODE TYP / // / J // / // /-j / / / / SD C ,1 0 I/ CONCRETE T_ILE._ROOF INSTALLED PER 04 / a N 8:12 z CONCRETE TILE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS MANUFACTURERS SPECIFICATIONS 612/ /� / I CONCRETE IILE ROOF INSTALLED PER I / '7 MANUFACTURERS SPECIFICATIONS -- 6:12 r/ :12 6:12 6:12 / // / / / . / J L. // / / // // / �/ / /,. I �/ / ` I, / / � / I I, / � / I ! :12 6:12 LD Y5D/D.5/ / / Y I 6:1 6:1 44 IDS ��Y / / /. S. F/ / / / / / / / P VIDE OFF -RIDGE VENTS REQUIRED PER CODE TYP I' / /� 6:12 6:12 / / / / / / 6:12 6a2 Y// /� r/I 6:t2 / / �/ - D / J Y 6:12 6:12 // / / , 4 / /I / /UD ----------- ------ / / Y / D8 7 r/ / /I 5112 ///r-...� / SD Q2 /// / / / 1 X / // // / 4 4 IN { // p6 4'-3" 1 I,/ /I Q S' / / 4 -4 SID / / / 2 L/ // D6 D6 � ��- � I s:12 6:12 / ---------------- /---- D.S. / / D. S. Y / / / D.S. --f / / / - / / ---1 ---------- ---------- - -- - - - - - - - - - - - I / r ------- / / D.S. L_.._.,.------- ---� i-/�1�.., _. _z/ .. 2" 4, _ 0„ 2„ 122'-0" LT' 05E j PTH02 TPTH01 j -'T''3 �L'_T" 2 L'_T" 5E 88 87 86 E�EV. 'B' REQ. 85)ELEV.'A' 84 ELEV.'A' REV. 83 ELEV. 'B' REV.ELEV. A ELE�. B ( )( ) ( ) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2007 SECTION R320.7 6 UNIT �II�, C'/) (L f. • 1/' 111' II �ai .� 3/ 16" - 1 _ �„ ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC-R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. co LO w F-- Z F -- n U w LLJ J w LLJ 77 V) z 0 w3�: Z M000 10-01 =W 00 0 0 ry V) �- 0 00 � = DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 0 w3�: Z M000 =W � U Y J O U CL��m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 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. LEDGE W/ 1" PROJECTION W.(. C. m0 LO WINDOW CASING 2_0 w 2 ~ .-. AN UNDER II � 11 j Ld Z O U WASHER 0 ¢ 0_ wL� U) J N V) v 0 ~ 0 w u _ 0 N `. W o_ w WJ J O 0 3 = Z Z 0 O Wm J 0 Z _ Of ww :2 m 0_ d LA Of Z r2-) OO cNi, o OOZ o Q a Q o OQ 3: Q 0 0 J WCrF- z Q F- = ~ 0 2 0 o (n 0 Z 3 Z 3 Q r LLJ a z z O m zz w oz 0 2'-8" F O 7) Z) 0_ [ 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 264" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26>' 63" 27j" 63j" 11.59 NO W23 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 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28" 60 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES O W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 E� 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j"63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER PTD. PINE LEDGE W/ 1" PROJECTION W.(. C. m0 LO WINDOW CASING 2_0 w �m I o d I Ln AN UNDER II � 11 j Ld U WASHER 0 ¢ 0_ J 5 3 OPT UPPERS w 8" DROPPED L_ 0 U N ci�L_ / 13 BULKHEAD C T TILE X r J bi Q r2-) / 5'-5"L - cNi, z o 0 � Z o 5 5" 1- J Z Q 0_ U (n z Q 0' O = ~ 0 2 CD Y 0 J W J FW - O o _ F ? LL m oz 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS I 1 A 2'-8" 8'-0" 1 R4 1.1 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS o_ 1 C S-0" 6'-8" 1 R4 c ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 OLINEN 3 INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 3 9" 2'- 5 0 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. I 00 I I 0 N 0 0 i 10 I in 0" L 10' 0" PATIO 10'-0"x 10'-0 CONCRETE (.. )0'-4„ 6080 PA 10 DOOR W98 IGH FG. WINDOW 3 AC W53 W53 GATHERING ROOM W98 42" HIGH KNEEWALL W/ 1'-7 2' -6j - WINDOW PTD. PINE CAPPED 3" HIGH FG. 5'-6" S-4" 7'-1' WINDOW F.A. n PASS THRU F. A. - - �K14 _J I L LO N 1 DW ti A. FOYER TILE J O Q - - -- o ¢ m 0- F� I >_ 1 1D KITCHEN Is I �w^ 66"x30" L - J ¢ C o ISLAND o 0 _ _ 1 ov. �. W22 A 00 O< m I R z Cr w 5'-74"1 I 1 Cr o vim) SEE DRAWINGS 5-6" -- �= Q BY CABINET UP i 17R MFR FOR I I PAN. KITCHEN CAB I00 I Z x ELEVATIONS ILO I O �I W92 n co I I DINING ROOK4 i 7 I MIRROR I PWD -100 DOOR TILE 4m I __>, 7 9'-10i" cv I STORAGE I _5" - I IN - - - I r r�loo 1i rr (-)U -4" I HWT SLOPED CEILING 1 �v 1'-0" PROVIDE III - - - -I I PROVIDE PAN 5/8"TYPE 'Y' I - - - -1 ( JNDER BARRIER DRYWALL I WALL UNI ELEC UNDER STAIRS I L _ _ _ J J METER L------� 2'-4,> LOC ECTRIC ANEL 3 LLJ GARAGED Ld 2 LINE OF FLOOR ABOVE'` -rte o to 1 IN UTTER DETAIL E SHT 1 2.2A I I I I I LINEIOF SYNTHETIC STIONE WAINSCOT 16'0" 7'0" O.H. DOOR �m rA 2'-6" 16'-4" 20'-0" MUM 'I f Imm!_ "JI01 01 1/4 = 1' - 0" -2" �'t I LOW It 4'-1" 20'-11 �" 11'-64" 5'- 4" 1 SDE TEMPERED GLASS W25 E7 W57 Ld J o60"x42"x20 SOAKER TU ------ m J �\ ------ N ��1� \ / M,ST R SUITE 8 CARPET I I Ke _ BATH 1 m ^; OASIS TILE 1 o SIN T C 3 \ 9 HIGH COFFER -1 01 r10" x- C t7- _% I / CD W.I.C. / W57 I z Iui 4 = II HER _j mIL W I.C. � w I m 4'-8" 5'-2" 0 ---- 3 BEDROOM 3 0 m Ln CARPET � 3 w � Ld O CD Z Z w U � co W97 /C4 I in s N 1 ~~ V - rIN O 4],=9'-1 '0 BAT I 6 8" I W55 F- N X04 J O 00-0 _ 0 w o) m ROOF BELOW 3'-7" _. 3'-5„ 11 1'-0" 7' 0" O J Q ZQ J U (i~1 n (n Ou ? Q L_ 0! J 0o N (n N Q O PTD. DOOR Iz PERIMETER TRIM BOARDS OVER PTD. PINE _HIS - -� 5 O PTD. PINE LEDGE W/ 1" PROJECTION W.(. C. m0 LO WINDOW CASING 2_0 IIQ 4 PROVIDE I O �m I o d I Ln AN UNDER II � 11 j Ld WASHER 0 ¢ 0_ J 3 OPT UPPERS -I 8" DROPPED L_ _1 04 U N ci�L_ / 13 BULKHEAD C T TILE X 3'-2�I r2-) / 5'-5"L - PT. TUB & OPS. 5 5" BASE CABINET 0 r� T I r a- Q 11 OPT_I1 I j - -1 o w I�JPPER�1 N rIN I - x m w C CK 0 I Q- Z �v 1.1 � o_ 3 W O c Z Z ,1,�� o' AHU j' 0 _o = a_ WALK-IN o OLINEN 3 14 3 3 9" 2'- 5 0 DN ' 17R T C 8' CEILING - - - - - 2-2068 3 O3 BI -FOLD 9' /I 9' CEILING 5'-3" BEDROOM 2 coN CARPET I 9' CEILING r Q N � O 12'-5" O_ O_ 0) m EGRESS EGRESS W57 W57 3,-2„ 3,-2,> S-5" 13'-22" 0--mN 1 p'� ! I' 1/4" = 1'-0" 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 TOTAL AREA UNDER ROOF PTD. WINDOW CASING PTD. BASE BOARD IN I JIr W J Q Z Q of Q (T~1 i . 0_ (n 0 o°J OQP LL of DO'S) 00 Cn to N Q LTJ CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U,N.O,) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 20 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD Z 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING 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 DISTANCECL O CONCRETE BLOCK CONSTRUCTION - IS LESS THAN S-0"2 CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL U 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 W 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 0 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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 20 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 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 Lip� WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ���101�l��/�////� r OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION �'�� � PROVIDE R30 BATT/ BLOWN INSULATION AND !� •®°•° ✓j 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH `fir ®••°• w°•• ���CV W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 '�+ ••° ,�"• it .�'�✓'� Z Z R7024 6 ..2 :w 0 Q INTERIOR STAIRS -SITE BUILT FBC 2010 : Z C4 W : J U R311.7.3 WINDOW GENERAL NOTES: w �„* cc° t- 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. V Q ` O J MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES y • -� • a AT BASE) EQUALLY SPACED & ANCHORED 1.) (FBC-R310) �"� ® 1 Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED �'d °° •0 �� Q STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM �I •°••••••••••°• MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE �%%" p DOWN AS REQUTREADS AREDLL BE 2x12 GLUED AND #NAIRLIED ED WINDOW = 5.0 Sq. Ft. 'ij` ���``e`` 3 0 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE s///I//�����rJ�1% 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" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" 1 MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = V-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 d� MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS U •--+ MIN. CLEAR STAIR WIDTH = 31 1/2" W Z FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING Q 6 MIN. WINDER TREAD MEASURED= 10" Li (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING ATI m MIN. WINDER READ MEASURED = 6" ! W ^� ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE [--, Z a AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER Q' O �+ RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR U E A U�co 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. Z MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND 7 MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT d O Z �' O MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 n ►'�- A r�r t MIN. EXTERIOR GUARD HEIGHT = 36" LLQ �Z E. E-+ FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) d WE -4 Z HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR f=, " O TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" LJJ SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH J TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY I- h b E"° C�2 E'" 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS - O %'i SECTION 402 COMPLIANCE 1-0 W gOWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL O 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 W 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 LrJ I SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE = J 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. DOOREXTER/OR FINISH FOR SIDING OR Q 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 o 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE W RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. 12 Z (EXCLUDES 7/8" CEMEN TI TIOUS FINISH O O 0 0 CLOTHES DRYER VENT (FBC-M1502), _ - 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL Q ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. Z Ld �j LTJ 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE LJ O J O13 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF L1J ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN OR SIDING (PER ELEVA TION) AS OUTLINED = V,J Ell ATTIC AT HATCH LOCATION. (R-30) RIGID IN AMERICAN NA RONAL STANDARDS Y u INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) 2'-6" r -IN COUNTERTOP KITCHEN CABINET �N 0 i N (�)ATC H E N SCALE 2:1 PREP. ISLAND AREA CALCULATIONS (ANSI) ELEV. 'A' 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 F- >- Qw J L() == D I- ry Q O a- a- :2 _J �- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED V" DATE 07/16/12 _- 1 1A 8:12 7'-10" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH [4w) 6:12 1/L F'KUJ. F'IU. POLYURETHANE BRACKET 27 32 27 32 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.) I Q 1 L-1 I� _ —IN LO �— rIN N 4 3/4" RECESS SCALE 2:1- 18"x63" PREFORMED STUCCO PANEL SHUTTERS Mme SIDE ELEVATION "A" 1/4 99 1 — 0 99 [�6"WIDE x18 1/2" HIGH x 18 1/2" "I PROJ. PTD. POLYURETHANE V) 7„ EQ. EQ. BRACKET NO. BL2955 BY � O� c00D SPECTIS OR EQUAL (TYP.) 8:12 7'-10" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH [4w) 6:12 1/L F'KUJ. F'IU. POLYURETHANE BRACKET 27 32 27 32 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.) I Q 1 L-1 I� _ —IN LO �— rIN N 4 3/4" RECESS SCALE 2:1- 18"x63" PREFORMED STUCCO PANEL SHUTTERS Mme SIDE ELEVATION "A" 1/4 99 1 — 0 99 ELEC METER. 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) 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) f 6"WIDE x18 1/2" HIGH ] x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO 5"x3" PREFORMED STUCCO PLASTER TRIM BAND W/ WATER TABLE (SEE DETAIL) SMOOTH FINISH 5"x3" PREFORMED STUCCO PRECAST STUCK -ON WATER TABLE (SEE DETAIL) STONE VENEER PRECAST STUCK -ON STONE VENEER 6:12 6:12 l'- 8, i i "I _ - 10" 1 V) 7„ EQ. EQ. A , 4„ V) � O� c00D E -4E-4 ►a�azr� � �Qxoa a w z 0 O VARIES e Z 3„ 7„ 3".4" SCALE 2:1 I I W a c� d �� 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER ELEC METER. 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) 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) f 6"WIDE x18 1/2" HIGH ] x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO 5"x3" PREFORMED STUCCO PLASTER TRIM BAND W/ WATER TABLE (SEE DETAIL) SMOOTH FINISH 5"x3" PREFORMED STUCCO PRECAST STUCK -ON WATER TABLE (SEE DETAIL) STONE VENEER PRECAST STUCK -ON STONE VENEER 6:12 6:12 VAULTED CEILING IN BEDROOM 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) OP OF PLATE TOP OF PLATE TOP OF WINDOW rt o I 00 30" HIGH BLACK METAL RAILING r` (TYP.) TOP OF RAIL MUST BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 1■ r IN 1■■ 1■ ■■1 FIN. GROUND FLOOR FIN. GRADE co FRONT ELEVATION " A" 6:12 1/4 " = V-099 37"x72" 37"x72'; 72"x96' PATI D00 r EM FE]] TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) — 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.(TWCOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED — DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO — PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR REAR E LEVATION "A" O I i 00 i a 0) I 0 son i i Rol — ® V) — VAULTED CEILING IN BEDROOM 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) OP OF PLATE TOP OF PLATE TOP OF WINDOW rt o I 00 30" HIGH BLACK METAL RAILING r` (TYP.) TOP OF RAIL MUST BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 1■ r IN 1■■ 1■ ■■1 FIN. GROUND FLOOR FIN. GRADE co FRONT ELEVATION " A" 6:12 1/4 " = V-099 37"x72" 37"x72'; 72"x96' PATI D00 r EM FE]] TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) — 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.(TWCOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED — DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO — PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR REAR E LEVATION "A" O I i 00 i a 0) I 0 w 0 Z F - CK U cnw 0 w � o r - C14 �c-r C=)-0 cV Q z C U c[a � J 0 3 Li 0 LO A z E- ® V) A Z � O� c00D E -4E-4 ►a�azr� � �Qxoa � w z 0 O W w e Z W _ In D I I W w 0 Z F - CK U cnw 0 w � o r - C14 �c-r C=)-0 cV Q z C U c[a � J 0 3 SHT OF 1.2A 0 L) A z E- I A � � O� c00D E -4E-4 ►a�azr� � �Qxoa � � z E- z 0 O Q Z�w`�d Z SHT OF 1.2A a Q I W � Z Op Q Z (A3:Li W � �w O =wl Y u Q W J in Q Q CL Fes_ DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 — SHT OF 1.2A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL - � n 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 UDERGROUND 1 f! I ELEC. FIRST FLOOR 1/4" = 1'_0" ELECTRICAL BATH OA IS \ 1 M) -S T -E -R SL4 TE- w 14 0' ------Ii --\� j W1.C. 10 �.. I BEDROOM 3 �r-Pw ,;i e14 TEL ,r - C C M it - B,STH 68" SECOND. I DN 17 14 A/C NECT U /ALC\ -I LINEN \ w 14� BEDROOM 2 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 13 PROVIDE ATTIC LIGHT W/ SWITCH ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION 0 SMOKE DETECTOR CONNECTION MOUNT AT OREFRIGERATOR 60 " A.F.F. SWITCHLIGHT O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. CEILING MOUNTED 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 FLOOR 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 THF BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES, GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE, 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS, 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF S1 EEPING ROOMS, COMBINATION UNITS MAY BL USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRFS. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THL 2008 EDITION OF THE NEC: PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co ~ SMOKE DETECTOR COMBO EXAUST FAN 0 SMOKE DETECTOR - WALL MOUNTED U= SWITCHLIGHT OL FIXTURE Op CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH $ RECESSED CAN LIGHT FIXTURE DIMMER SWITCH RECESSED VAPOR} za PROOF FIXTURE 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLET � GFI OUTLLl FLOURESCENT LIGHT CEILING G� MOUNTED 220 V OUTLET 77 STD. LIGHT > DIRECT WIRE / FIXTURE BRACE & PRE WIRE FOR TV JACK Q FUTURE FAN T- J U-) PHONE JACK U ELEC. SERVICE PANEL SPEAKER PREWIRE sP�G— = CODE SIZED J BOX o WITH BLANK COVER LLJ J N ~ z LLJ < W U= 1. d OL Mi CHECKED DWG.No. -- JOB No. SCALE AS NOTED DATE SHT OF 1.4E z O n (r) W N LLJ 12 Z Op za w0J � W 77 i- Q W J U-) U O = 0 Qom CL _I I --- DESIGN DRAWN CHECKED DWG.No. -- JOB No. SCALE AS NOTED DATE SHT OF 1.4E z O n (r) 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. _ MIRROR 5 SHELVES FOR 9' CEILING Cq 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w CJ 2 ~ 171 RANGE_ HOOD VENT (FBC-M1503 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 w O > = _ w w V) APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH (n j FINISHED(SHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 W FLOOR TRUSSES BY REGISTERED TRUSS w 0 M w m -i � o 3 Z BARRIER PER ASTM C 1063 & APPROVED = Z Z z Q w r Q J Q O V) 0 0 Q g Q W p W n- Lil Q Z EXTERIOR WALLS TO HAVE A FIRE RESISTANCE O W Z CJ w O Q � � Z Q Of O = ~ S CD Z Q O D LL LLJ D C'J F- _ O C O N O Z 5- �9: J W 2'-8" 6'-8" 0 O B LABEL W FOR 1 HR RATED WALLS STRAPPING AT 24" O.C. T -NAILED INTO 3 F- O > > REFLECTIVE INSULATION (R-4.1), 1/2"19 AS NOTED 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1 H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27j" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO UNCONDITIONED SPACES APPROVED HOUSE W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1•) W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO FLIGHT OF STAIRS W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO FLASHING SEALANTS AND WEATHERSTRIPPING W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES 7 HAND RAIL - FBC 2010 R311.7.7 W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO COMPLYING WITH FBC2007 R613.8.1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES R311.7.7.2 CONTINUITY W95 4040 SH FRAME SINGLE HUNG 48" 48" 48" 48j" 16.00 NO FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, _ MIRROR 5 SHELVES FOR 9' CEILING Cq 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w CJ ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE_ HOOD VENT (FBC-M1503 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM > EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH W SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED(SHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 W FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER M MANUFACTURER. SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING ) BARRIER PER ASTM C 1063 & APPROVED LTJ EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR CD WITH TPI/WTCA BCSI. (1/4') PANEL TYPE r J W a UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL N Z O 0 L Z 0 o EXPOSED BUILDING FACE I- F- EXTERIOR WALLS TO HAVE A FIRE RESISTANCE W Z Q 0 U (n Z Q Of O = ~ S CD Y U J W LL bi D C'J O O 3 w = = F- (n ? or _j (n O Z STRUCTURAL ENGINEERS SPECIFICATIONS 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS STRAPPING AT 24" O.C. T -NAILED INTO 2'-8" 8'-0" 1 R4 REFLECTIVE INSULATION (R-4.1), 1/2"19 AS NOTED 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS INTERIOR STUD PARTITIONS 1 C 3'-0" 6'-8" 1 R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. ADD TRANSOM / ELEVATION PROVIDE 2x4 SPF#2 BOTTOM PLATE & 1D 3'-0" 8'-0" 1 R4 DRYWALL BOTH SIDES OF STUDS. TEMP GLASS FRENCH 18 LT NON-BEARING PARTITIONS TO BE 2x4 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS EXPOSED FLOOR TO EXTERIOR 0 2'-8" 6'-8" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 8' CLG. TYP. UNCONDITIONED SPACES APPROVED HOUSE 2'-8" 8'-0" 1 HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 9' CLG. TYP. OATTIC OVER LIVING SPACE 0 2'-6" 6'-8" 1 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 O INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010R31 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 AT BASE) EQUALLY SPACED & ANCHORED 1•) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 2.) TREADS SHALL BE 202 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" INTERIOR DOOR 8' CLG. TYP. MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 2'-0" 8'-0" 1 FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" MAX, RISER - 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING INTERIOR DOOR 8' CLG. TYP. (FBC-R612.2) 1'-6" 8'-0" 1 ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE INTERIOR DOOR 9' CLG. TYP. 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 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS n00 PROVIDE 5/8"TYPE "X" DRYWALL UNDER STAIRS KA00 r` I SHUTTER DETAIL SEE SHT 0 3.2B I in -104 n 1/4" = 1'-C 111 11111 .1 I•I aim nr- loo A00 6 11 '-04" n z � W57 W57 cF EGRESS 5j" 42" HIGH KNEE WALLS W/ PTD. PINE CAP t` J J Qw 0 � SIN Z 0- (0 J I 1-- < w �Q� T_v J 001., �Ld 4 Q 0 of m 0 Qf w O D V) WON (n = Q -KN N I 20'-0" 9'-101" ---- - - - - -- - - - - 'I I o0 12'-6j„ I I I I I I I I 'MASTER SUIIT - (CARPET I I I Z____9' -_9' HIGH COFFER \ �� N I n 00 a % LIN lu CD J`\17RoNom T' 1 - 4' -1" TEMPERED W95 GLASS 48"x48" I=) 2 v 12,. 2-2668 LAUNDRY BI -FOLD TILE - PROVIDE D I W PANWASHER � iX\ L - 13 1 A IUNDER I C CARPET - 21� 42"X34" /IAST�R - - - - - - BATH 14 O OAA? S TfL ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, _ MIRROR 2 v 12,. 2-2668 LAUNDRY BI -FOLD TILE - PROVIDE D I W PANWASHER � iX\ L - 13 1 A IUNDER I C CARPET II Q II m II II I L T,J ---- - - - - - - ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING Cq IV - LAUNDRY B -Q X & Df�YEF��bX BEDROOM 2 CARPET 9'-11" EGRESS W97 MIRROR O 48" BAT O TILE -21 5'-0 3 . 3'-3" J_ 1 41- F27,_�,,-' 2-2068 I -FOLD BEDROOM 3 CARPET 8'-1" 1'-114 EGRESS 48"X63" / 4'-4j" 4'-4 \ GARAGE ROOF BELOW 2--3j- 10'_10" 5j" 42" HIGH KNE WALL W/ TEMP GL ENCL. I 110 5j" n h �K14 00 10 I -04 m 1 N J Q Z Q J a T KN ~U- ~ I �Q N 0 0 J Z Z) :2 OOw O S (n (n N Q SECOND FLOOR PL aN1/4 4" 2'-10" 4" O 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. B HALLWAY STOP & DROP LO 00 IN N I in CONSTRUCTION NOTES (Unless Otherwise NQtedl ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO SECOND FLOOR AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE_ HOOD VENT (FBC-M1503 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED(SHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 W FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING ) BARRIER PER ASTM C 1063 & APPROVED LTJ EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR S WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ®16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT17 Q EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. F- EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE 0 IS LESS THAN S-0" BLOCK CONSTRUCTION - = OCONCRETE CEMENTITIOUS FINISH F- 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 DESIGN 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 TJF 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 905/117 REFLECTIVE INSULATION (R-4.1), 1/2"19 AS NOTED 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 07/20/12 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL O BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. 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 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O4 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 R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010R31 WINDOW GENERAL NOTES: 1.)) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1•) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 202 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 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 = C-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 MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT 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 7 HAND 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 Og 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 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, 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"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. 3'-8,. 1'-4" 2'-4" 0 i N KITCHEN FLUSH 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 7/8" 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 CEMENT/ TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-200.3) AREA CALCULATIONS (ANSI) ELEV. 'B' 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 LSI dt C_ N� 10/ t ` O �w•go ••f�%er r- W ` ••W 6L A:6. o0 Z 0 • • Z Cm i W W • Q' V •� O V• J ® Q ®oC 0• �`• ��� ctr 0*0000000 'i////hl 11 O s``e♦ -1 o N� 1 t` O W ZO V Q U] ,7_, N E" C/1 m C) 0< Z OQ Aco �,�Ez^, a�oz94 o z=2-0 PQNZ f=, O Lj J O�� F- L12 E- 0 0U W I V LJ. 2mlB R m w I � 0 o0 ~ Z W LLJ 0 J Q LTJ S W 11 >- Q F- J CV Ld Q 0 0 = F- Q O m a - DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 2mlB �2'-0" i N I M Ir 711 N z- - 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS I � LO - — N 3/4" RECESS � �uL�, SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" VARIES r_ nn 10" 7 EQ. EQ. T w a 0 4" V) w 7" WIDTH a SMOOTH FINISHED > WITH - VARIES z 3", 7" 3'SCALE 2:1 c N1111"`0" `y7" W WIDTH WIDTH 0 SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER I � LO - — N 3/4" RECESS � �uL�, SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" ELEC MJ'7P-,TER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 7/8" STUCCO PLASTER FINISH 0 0 (2nd FI. TYP.) ap cX 6" WIDE SCORED WINDOW SURROUND 100 W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAR ELEVATION "B" SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH E3 iENTRY ADJACENT UNIT 9 99 1"x6" RAISED STUCCO PLASTER SILL W/— SMOOTH FINISH PORCH GUTTER DRA4 TO STORM WATER PIF 6" WIDE SCORED DOOR SURROUND SMOOTH STUCCO PLASTER (TYP) 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 FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR GLASS AREA ON FRONT ELEVATION 'B'= 76.58 SQ. FT. 99 ID FRONT ELEVATION 1/4" = 1!—Off E`4i ENTRY u"ARAGE h"LEV. iia.. _ 1,_o„ JTTER DRAIN I WATER PIPE CCO FINISH -I. TYP.) V STONE FIN. GRADE 0 c I 00 0 t I 00 0 I 0 VARIES nn 3� 7" m T w a 0 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEC MJ'7P-,TER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 7/8" STUCCO PLASTER FINISH 0 0 (2nd FI. TYP.) ap cX 6" WIDE SCORED WINDOW SURROUND 100 W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAR ELEVATION "B" SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH E3 iENTRY ADJACENT UNIT 9 99 1"x6" RAISED STUCCO PLASTER SILL W/— SMOOTH FINISH PORCH GUTTER DRA4 TO STORM WATER PIF 6" WIDE SCORED DOOR SURROUND SMOOTH STUCCO PLASTER (TYP) 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 FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR GLASS AREA ON FRONT ELEVATION 'B'= 76.58 SQ. FT. 99 ID FRONT ELEVATION 1/4" = 1!—Off E`4i ENTRY u"ARAGE h"LEV. iia.. _ 1,_o„ JTTER DRAIN I WATER PIPE CCO FINISH -I. TYP.) V STONE FIN. GRADE 0 c I 00 0 t I 00 0 I 0 �O A z E1 V5 co N W C5 c0 �Axoa C �zHl91 oadPQ z U fz, O O a ZowC2� O U N nn 00 m T w a 0 �- 0 n — H z ~ �— W Lw w Z W N 0 :2 17 O ao Z~ U V) ::�: > w 0 M _w_I w 0 w = w o �O A z E1 V5 co N W C5 c0 �Axoa C �zHl91 oadPQ z U fz, O O a ZowC2� O U N nn 00 m T z �- 0 n — H ~ �— W Lw w Z W N W �O A z E1 V5 co N W C5 c0 �Axoa C �zHl91 oadPQ z U fz, O O a ZowC2� O U JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 2.2B nn m W :2 17 O ao Z~ V) ::�: > w 0 M _w_I 0 w = w o U :2 N c) - Qo�a tZ � J F -- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 2.2B 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 P �- METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING RISER _ II L --J II ) 12 11 l- u 5 sx 14 �14 I� LSCcQ, - OD 61 M -- ---- F.A. I I I I � STO A J _ LOW HEADROOM U P' 17R - ELECTRIC METE IN NICHE ------\ 1 /4" = 1' _C FIELD LOCATE ELECTRIC PANEL I 15 I I ------------------ - 60x4 "x20 SOAKEJTUB ,1 I I I I I 1/4 3" 7MAX. BETWEEN TRIM AND SWITCH i TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION 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 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 ELECEN°.dwg EXHAUST VENT NOTE: o,,Julo9 1. ALL EXHAUST FANS SHALL. BE VENTED THROUGH THE ROOF, OR WALT AS NOTED ON PLANS WALL MOUNTED 2. DRYER VENT SHALL BE VENTED 1HROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). 3 -WAY SWILL CH $3 NOTES TO ELECTRICIAN: 1 . SMOKF DETEC:IORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE ASCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION 1YPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PRFWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THL 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN SMOKE DETECTOR -�- WALL MOUNTED SWITCH LIGHT FIXTURE O CEILING MOUNTED 3 -WAY SWILL CH $3 LIGHT FIXTURE 4 --WAY SWITCH RECESSED CAN LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPORQ F L,J PROOF FIXTURE 110 V OUTLET (/7 Q FLOODLIGHT Q SWITCHED OUTLET FLOURESCENT =- )_= GEL OUTLET ,�5�� LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN Ci J T� PHONE JACK ELEC. SERVICE - PANEL SPEAKER PREWIRE SPS CODE SIZED J BOX Q WITH BLANK COVER Q L,J 12 OZ = O >z ~ 7 i O Ld ~ Lli LAJ Q U I N � = O O C) F— O IL � J � DESIGN CHECKED DWG.No. JOB No. SCALE DATE DRAWN AS NOTED 2.4E Ld a 0 Z O n U V) Ld 0 N O I L.L._ LTJ J F- F L,J (/7 Q L,J 12 OZ = O >z ~ 7 i O Ld ~ Lli LAJ Q U I N � = O O C) F— O IL � J � DESIGN CHECKED DWG.No. JOB No. SCALE DATE DRAWN AS NOTED 2.4E Ld a 0 Z O n U V) Ld 0 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. MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U _ MICROWAVES LOCATED ABOVE A COOKING .-. APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED LLI Z O > S 2 0 O LL L� U EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR N SHEATHING, 2x4 STUDS CSD 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD J LLJ m FLOORING ENGINEERS SPECIFICATIONS) R13 BATT (n Z W CD Z (n w m _ Q o = Z 2 HOUR MASONRY PARTY WALL Z z Z z v Q W Z Q J Q U (n Z Y a < W W - LL1 Z 0 oo U o O oz O o Q = z Q 0 U373 AND INSTALLED PER MANUFACTURERS J W� I- H T_ U _ C� U cn H 0 C�1 Z 3 Z � Q } 0- Z Z O 0 z W ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE 1B 3'-0" F- O 1 R4 x 0 - 08/03/12 1C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO FLIGHT OF STAIRS W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60j" 11.67 NO 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50 48" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48" 60 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES 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 45 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 00 APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS > FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING B BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR w 0 SHEATHING, 2x4 STUDS CSD 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD J LLJ m FLOORING ENGINEERS SPECIFICATIONS) R13 BATT (n Z 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE CD Z (n RATING OF 1 HOUR WHERE LIMITING DISTANCE W _J Q OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL Z 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 O COAT CEMENTITIOUS APPLICATION, 8" NOM. Z of _ = Y Q J < OF WALL. 1x2 PRESSURE TREATED V) Ld Q 0 O(� LL 0 U 0 w Of + J oz RATED CONTINUOUS FROM TOP OF MASONRY 0 3 = SHEATHING. SHAFT LINER ASSEMBLY PER UL ? U373 AND INSTALLED PER MANUFACTURERS (L`'i1 SPEC, PROVIDE 2x4 SPF#2 BOTTOM PLATE & O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS PRE-ENGINEERED ROOF TRUSSES BY TRUSS 1 A 2'-8" 8'-0" 1 R4 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE 1B 3'-0" 6'-8" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS 08/03/12 1C 3'-0" 6'-8" 1 R4 R702,4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 ADD TRANSOM / ELEVATION R311.7.3 1D 3'-0" 8'-0" 1 R4 TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) TEMP GLASS FRENCH 18 LT MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS DOWN AS REQUIRED GLUED AND NAILED. 0 2'-8" 6'-8" 1 OPENING = 20" MIN. TREAD = 10^ MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING INTERIOR DOOR 8' CLG. TYP. = 44" ABOVE FLOOR ® 2'-8" 8'-0" 1 MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR - 12'-0" INTERIOR DOOR 9' CLG. TYP. FLIGHT OF STAIRS 0 2'-6" 6'-8" 1 FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING INTERIOR DOOR 8' CLG. TYP. (FBC-R612.2) MIN. WINDER READ MEASURED = 6" 2'-6" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND INTERIOR DOOR 8' CLG. TYP. FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" 2'-4" 8'-0" 1 FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. INTERIOR DOOR 9' CLG. TYP. HANDRAILS TO MEET REQUIREMENTS FOR O 2'-0" 6'-8" 1 IN WIDTH TO WALL OR NEWEL POST PER FBC INTERIOR DOOR 8' CLG. TYP. 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 2'-0" 8'-0" 1 WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE INTERIOR DOOR 9' CLG. TYP. SHALL BE INSULATED WITH R-19 BATT © 2'-2" 6'-8" 1 WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON INTERIOR DOOR 8' CLG. TYP. THE WINDOW UNTIL FINAL ENERGY INSPECTION. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SEE DRAWINC BY CABINET MFR FOR KITCHEN CAB ELEVATIONS C N N FIRST FLOOR PLAN 1/4 99 /4" - 1' - 0" N N M 'NTHETIC NSCOT I N \e 20'-0" 4'-8" 10'-3" W97 CENTER OVER WINDOW BELOW EGRESS BEDROOM 3 CARPET 54„ 5j J W J Q Z Q � J U ofQ I CL O of 0 J OL oQ•� 0 Of m Z 0 m 00 N ui (n N Q TEMPERED GLASS SHOWER z ENCL-. I 00 OW97 CENT R OVER DOOR BELOW EGRESS BEDROOM 2 CARPET 9'-0j" m I N 5'-6j" - 3'-11" 3'-9 5'-0i„ ]/ /N 0\ I =�N //�& 3'-4" 11_811 40" HIGH LEDGE N W/ PTD. PINE CAP 00 - - - - - - 3, 4T R4' -2j 1'-7 3'-9" tk N '-0 " C T 3 IRR 42" 14 BATH 7 E;H]U LINN TILE,_ ---J IDLf TL UN TILE 48"X36„ I� 0D I21 -_ ---TY BO _ YER BO W. I . C C. a PAN NDER 13 II = LI WASHER I� II Ld 5'-5" 3'-9" ® /0 I II j MAS R T L_� Ilo I I TILE H 0 8'-0" FLAT IRRO CEILING --- - - _. W25 TEMPERED 6" GLASS ROOF BEILOW 2'-104" 5-84,. 2'-10 I I 4'-0" 3'-9" 2'-7., MASTER; SUITE I C9 I UI o_ JI I >I I I EGRESS I 48"X63" ARCHED 5'-114" 5-11 4" 5j" 5j" rn I N s i N i 00 �KN I Q0 11'-11" 2'-44" SECOND FLOOR PLAN 1/4 `-N 0 i N KITCHEN FLUSH 44" BREAKFAST BAR SECTION 3'-8„ e- 2'-1 z I N 0 i0 CONSTRUCTION NOTES (Unless Otherwise Notedj ELEV. 'B' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 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 & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 45 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 00 APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING B BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS CSD 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE ot W ZO RATING OF 1 HOUR WHERE LIMITING DISTANCE W _J IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 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 F - FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL O BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC, 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 AT/TJF MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 4 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 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 R30 BATT/ BLOWN INSULATION AND 08/03/12 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702,4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES; 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. AT BASE) EQUALLY SPACED & ANCHORED MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq, Ft.MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREAD = 10^ MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 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 MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT AT ANY POINT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 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 - FBG 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 gOWALLS 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 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. 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. �, 10"1'-11" _k k TYPICAL FOR ALL SHELVES & LEDGES �t 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" 4 PTD. PINE CLEATS & 1 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER `o TRIM BIDS. OVER ALL PTD. j PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER 210 COATHOOKS ON 1 3/4"x7-1/2" PTD. PINE LEDGER BD. (:A)_FOYER STOP & DROP 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 SHEATHING (EXCLUDES 7/8" 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 CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER EL EVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2755-200.3) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF 3.1 B E� Cn I�1 G d' wz�' .� AUizH� v D 00 A z Z rOF wpw 0oa F-- J W E4 O w ot W ZO O W _J ���a F- F__ F__0 u 0 E- O W d Q U W w F- F - 3.1 B E� Cn 0 m 00 Z wpw F-- J O w = Lv u F- F - Q DESIGN DRAWN QUA DR AT/TJF CHECKED TJF _ DWG.No. . _... JOB No. 805/117 SCALE AS NOTED DATE 08/03/12 3.1 B 1'-8„ Z ro t 2'- 0" L M N I 3/4" RECESS SCALE El] 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" r04 N I M �n - - N M V-6" 14,> 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS ELEC ME'TER' SECTION AT METER NICHE V-4" T N M � I I N — M 10>, '1 14. .. 3/4" RECESS � � SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 0 PARTY WALL OVIDE CONTROL JOINT VARIES NAMAN l9l� 3"4" 3„ 7„ II I� SMOO 10" WIDTH 7" WIDTH 6" WIDE SCORED SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 0" L M N I 3/4" RECESS SCALE El] 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" r04 N I M �n - - N M V-6" 14,> 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS ELEC ME'TER' SECTION AT METER NICHE V-4" T N M � I I N — M 10>, '1 14. .. 3/4" RECESS � � SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 0 PARTY WALL OVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION " 9' 1/4" = 1'-0" 6:12 PRECAST STUCK -ON STONE VENEER E 3 ENTRY 1�4'9 = 19-0" 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL — SHUTTERS (SEE DETAIL) 1"x6" RAISED —STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH JOINING UNIT ELEV I O I 00 GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW 1/2" STUCCO PLASTER FINISH (Ground FI. FIN. GROUND FLON-) FIN. GRADE VAULTED CEILING 1%6" RAISED STUCCO NAMAN l9l� �l�l��r �����` '� '�i�i'�1�1�1'�11 l��^��l�a^i^1� 8 x51 ^�l�'r "8Rx"S7 SMOO L,J T 6" WIDE SCORED �vl�l�t�ar `i^i^1SMOOTH FINISHED WINDOW OITA9 WINDOW SURROUND o0 Ill! l�l�l�WITH ARCHED HEADER 51004 Q W N W/ SMOOTH STUCCO :w r Q PLASTER TRIM W/ SMOOTH ■ I • a PLASTER (TYP) DOWNSPOUT see � • -TRIM�I - - - - -'�I W 1/2" STUCCO � J ROOF OVERHANG ��i�IMIYAII^Y�1' 0 PLASTER FINISH 1 oil PLASTER SILL W/ lei ill i i ll� l�irl^lei^Y�II�J�l�ii^i^1^1�^1r1^ll�ii l^1 Y^l r=^a^ �t^ (Ground FI. TYP.) RAISED STUCCI _ 6" WIDE SCORED PORCH ROOF GUTTER DOOR SURROUND W/ RAINED AND DOORSURROUND Ld WITH FLAT HEADER(SEE SMOOTH STUCCO © PLASTER (TYP) ❑��00DETAIL DETAIL) WATER GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION " 9' 1/4" = 1'-0" 6:12 PRECAST STUCK -ON STONE VENEER E 3 ENTRY 1�4'9 = 19-0" 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL — SHUTTERS (SEE DETAIL) 1"x6" RAISED —STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH JOINING UNIT ELEV I O I 00 GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW 1/2" STUCCO PLASTER FINISH (Ground FI. FIN. GROUND FLON-) FIN. GRADE VAULTED CEILING E3 �E GLASS AREA ON FRONT ELEVATION 'A'= 57.13 SQ. RT. FRONT ELEVATION Lj 1/4 = 1' -0 6:12 1%6" RAISED STUCCO NAMAN l9l� �l�l��r �����` '� '�i�i'�1�1�1'�11 l��^��l�a^i^1� PLASTER FRIEZE TRIM ^�l�'r l�,r .,1� yW/ SMOO L,J T P OR WINDOW �vl�l�t�ar `i^i^1SMOOTH FINISHED WINDOW AND DOOR SURROUND o0 Ill! l�l�l�WITH ARCHED HEADER r U. °. 7 I ® O$C� Q W N DETAIL) 2%4" RAISED STUCCO :w r Q PLASTER TRIM W/ SMOOTH ■ I • a FINISH Ill•D 11 DOWNSPOUT see � • -TRIM�I - - - - -'�I W �'10 �'SMOOTH � J ROOF OVERHANG ��i�IMIYAII^Y�1' 0 1%6STUCCO RAISED 1 oil PLASTER SILL W/ lei ill i i ll� l�irl^lei^Y�II�J�l�ii^i^1^1�^1r1^ll�ii l^1 Y^l r=^a^ �t^ NoSMOOTH RAISED STUCCI _ PLASTER PORCH ROOF GUTTER SMOOTH FINISHED WINDOW RAINED AND DOORSURROUND Ld WITH FLAT HEADER(SEE ❑��00DETAIL DETAIL) WATER DSCORED •••- p�-- II VIIIIIIIIIIIIIIII Q ��� VIII IIIII''IIIII VIII PRESTUCCFORMED • - • — =... - TABLE DETAIL) DESIGN STONE PRECAST STUCK-ONVENEER QUADR E3 �E GLASS AREA ON FRONT ELEVATION 'A'= 57.13 SQ. RT. FRONT ELEVATION Lj 1/4 = 1' -0 6:12 un 4; ENTRY L,J Q D Z O cnU LJj 0 TOP OR PLATE cn —GI TTER DRAINED TO L,J T P OR WINDOW PORCH ROOF o0 r U. °. 7 I ® O$C� Q W N o Z :w r Q • a DOWNSPOUT see L�Q W c I co � J '��llllll i 1►li��`��� 3 0 LTJ = W PORCH ROOF GUTTER RAINED TO STORM Ld 0 WATER p�-- Q IN. ECOND FLOOR DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE ---06/18/12 AS NOTED T P OR WINDOW -_ r rn ® 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 00 ELECTRIC METE NICHE (SEE _ DETAIL) PRECAST IN. bROUND FLOOR STUCK -ON STONE - I VENEER oo FIN. GRADE ----- -- - un 4; ENTRY L,J Q D Z O cnU LJj 0 O C;d ►"� CJ2 N W LL V) ;4 z 4, o _j���� a � Z0Wc�"4 O � L< J b LTJ Z 77 10 D W cn Li L,J Lj O= m o0 r U. °. 7 I ® O$C� Q W N o Z :w r Q • a see L�Q W :2F-- J '��llllll i 1►li��`��� 3 0 O C;d ►"� CJ2 N W LL V) ;4 z 4, o _j���� a � Z0Wc�"4 O � L< J b LTJ Z 77 10 D W SHT OF 3.26 cn Li L,J O= m o0 Z L�Q W :2F-- J O LTJ = W Ld 0 p�-- Q DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE ---06/18/12 AS NOTED DATE -_ SHT OF 3.26 shower HOLD FLOOR TRUSSES BACK AS REQUIRED e -IN FOYER A ) BUILDING SECTION (2) 2x10 HEADER IN WALL SLOPE CLG AS REVID (D FOR HAND RAILS n0—m- I 14 PANTRY 5/8" TYPE "X" GYP. BD. UNDER STAIRS I II 2*4- FRAMING AT LANDING w/ PT I� 8'- 4" 10 TREADS ® 10" EACH '(2) 2x8 FRAMING AT LAN ING KITCHEN T(1P OP PI ATP 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 ,W-lt ECTION �STAIR S T co w �L 0 U u� w DRAWN R AT/TJ F 117 _. OTED 06/18/12 SHT OF V) Q z�� z 0 N W C7 am � z� v)W LL. Lu w O J O O w � w m Z Z 2 DRAWN R AT/TJ F 117 _. OTED 06/18/12 SHT OF cn Q z�� w N W C7 am � z� v)W w3�: > 0 E- O O w =w � J U Qon DESIGN QUAD CHECKED TJF DWG.No. JOB No. 905/ SCALE AS N DATE DRAWN R AT/TJ F 117 _. OTED 06/18/12 SHT OF 0 wz°'��' Q z�� N W C7 � v)W W L)N 0 E- W 0 d O �N DRAWN R AT/TJ F 117 _. OTED 06/18/12 SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL �0 IL __1 150 AMP 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 UDEv,\,GR0U_Tl,_D ELE_`C_ RISER AC Li eh 16 1 5 1 I SI 42"x44" L J 12 CF ISLAND 12 �h� I FLUSH SNAG BAR �t-- �R 1 d_ -- — / I ELECTRIC METER,\ IN NICHE \ li FIELD \ LOCATE 1 ELECTRIC PANEL =4= 15 c�= FIRST FLOOR 1/4 _ 19-099 v S ELECTRICAL / 1 14 L ^� I 1010 DN 17R� � 10 co °k\l / 42" 0 I I I I I I I I L------------ ----I 1/4 99 /4" = 19-099 3" MAX. BETWEEN TRIM AND SWITCH C/L+- — ee TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES U1 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 GENERAL ELECTRICAL N I /1 Tr 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: 01JUL09 1. ALL EXHAUST FANS SHALT_ BE VENTED THROUGH THE ROOF, OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE R001 OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCULI INI ERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co 12 SMOKE DETECTOR COMBO OM EXAUST FAN SMOKE DETECTOR- z� WALL MOUNTED W W C) W LIGHT FIXTURE � SWITCH $ W = W Ld W_ CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE U 4 -WAY SWITCH $4 RECESSED CAN = LIGHT FIXTURE � Qom a- DIMMER SWITCH $° RECESSED VAPOR DESIGN DESIGN DRAWN QUADR PROOF FIXTURE CHECKED TJF 110 V OUTLET JOB No. 905/117 SCALE AS NOTED Q FLOODLIGHT \ SWI1'CHED OUTI_FT FLOURESCFNT GFI OUTLET °t�= LIGHT CEILING °cGF� MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRF FOR TV JACK 0 FUTURE FAN T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPM - CODE SIZED J BOX Q WITH BLANK COVER W O z O n ry (J7 W 0 Ln J W 12 OM C) z� W W C) W � � z O W W = W Ld W_ Ld OL Ln W 12 OM z� W C) W O W = W � J U O � = � Qom a- :2 J 1,— DESIGN DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH TOTAL AREA UNDER ROOF Cl /// p w U JIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. o°•° ��! �i (V ��� °o'° U_LU �,• z O 21 .IFICATIONS MICROWAVES LOCATED ABOVE A COOKING i r' Z CV o O R702.4.2 W- : U e a Q ® - o✓ N V) U GENERAL NOTES:00 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES ~ O 'S C7 w O = Q v W Q w m J J J Li °° 0 Z _ W = W Z W Z W w ¢ J Q U U) z �O MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE O W Q Z _ 3 z Y Q J O F- x of ¢ D O o 0 w z Q O m O 0 J ¢ w w F- w H = ULLJ _ C7 U FF-- CY N z 3 �0 2'-8" 6'-8" x 0 z w FOR 1 HR RATED WALLS = 44" ABOVE FLOOR 1 A 2'-8" 8'-0" 1 R4 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) of FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL :2 1 B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24;" 60j" 10.00 NO 6'-8" W21 1 H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO O W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES L1 J J W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48�" 72" 24.00 YES SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 60j" 20.00 YES DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 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 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 0 GARAGE AERA HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH TOTAL AREA UNDER ROOF Cl /// p w U JIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. o°•° ��! �i (V ��� °o'° U_LU �,• 21 .IFICATIONS MICROWAVES LOCATED ABOVE A COOKING i r' Z CV 0 r°;. A0 Z LU Z R702.4.2 W- : U e a Q ® - o✓ w APPLINCE SHALL COMPLY WITH UL923 GENERAL NOTES:00 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES //j °°•o,°°°o°°,o°« o' ����� L3 1) (FBC-R310) Q FRAME WALL CONSTRUCTION (,x4) SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS(SHEDTER FINISH 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED > FINISHED TEXTURED COATING PER BUILDERS 16 } J Li °° z O o w U Z v' FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 Q 3 V) Ld MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE U COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS F- Z � _ H = z Y Q J � MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE u) ¢ D O O o 0 w U = D V) 41 LY w w w O Ci 0 = F Z E N z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS = 44" ABOVE FLOOR 1 A 2'-8" 8'-0" 1 R4 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) z FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 1 B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OPENING TO THE 1C 3'-0" 6'-8" 1 R4 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS ADD TRANSOM / ELEVATION Wz O 1D 3'-0" 8'-0" 1 R4 ~ TEMP GLASS FRENCH 18 LT FLASHING SEALANTS AND WEATHERSTRIPPING 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS W Z f/1 O 2'-8" 6'-8" 1 [•-i Z ' INTERIOR DOOR 8' CLG. TYP. RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING ® 2'-8" 8'-0" 1 TO BE ASTM Spec 920 OR U INTERIOR DOOR 9' CLG TYP. V1 'ZZ' 0 2'-6" 6'-8" 1 g�" CO N W O 01" Cn N W4 z Cn INTERIOR DOOR 8' CLG. TYP. JUNCTURE BETWEEN EXTERIOR PLASTER AND 2'-6" 8'-0" 1 FENESTRATION PRODUCTS TO BE SEALED WITH A INTERIOR DOOR 9' CLG. TYP. Z �" O 2'-4" 6'-8" 1 O W INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1" 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE (FBC-R612.12.2) INTERIOR DOOR 9' CLG. TYP. V) O 2'-0" 6'-8" 1 III`,- ZO 0 O INTERIOR DOOR 8' CLG. TYP. A WINDOW DTOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" A WIDTH L1 J J 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �� E © 2'-2" 6'-8" 1 ® rE�'' O sx Ev a INTERIOR DOOR 8' CLG. TYP. TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 2'-2" 8'-0" 1 FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) INTERIOR DOOR 9' CLG. TYP. ' O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN L.�.I 1'-6" 8'-0" 1 THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE INTERIOR DOOR 9' CLG. TYP. SHALL HAVE THE _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY ----- 20'- 0„ 8'-4" 6'-9" PATIO I 10'-0"x 10'-0" 0 CONCRETE A 4..i 2 AC „ l 3 W53 4� �� 6080 PA IO DOOR �nbo . LOCO - _ 1 r C T - 3 9, -ll" 4,_6,> 5'-94„ 1 3113„ DINING 54"x30" PREP. CARPET I ISLAND z N N �m r� - I I KITCHEN iz N C T TILE L J I WG 1 1 �r AT09 F SDG SDG �-------- -- - RAISED SNACK BAR - A Q m E 6'-1" 2-1316 3 N 3: >- w l 1 O �w� U N �� cp Z NY J < U a GATHERING ROOM o p v m CARPET w~ rIN 00 .� o T Jw w Fr -w cb O w¢ J d Q U O I z I 1 12" DROPPED o 0 D O P V) COFFERED CEILING TO I U J X0 U) 1 40" HIGH COVER DROPPED STEP 0 0 O ¢ 1 KNEEWALL r 1 W/ PTD. PINE PROVIDE 1 Ox m CAP- 5/8"TYPE_'X" - - = w �N -�----DRYWALL 0o U) Ln O UNDER STAIRS - - - U = ¢ 16 _8�> 6 -0 3�Afl�T2 B FOYER �� 6 I IW -'-3 4:3 t i� � IN TILE IMO�S1 A3H `n PROVIDE 45 r, MINUTE FIRE RATED 5�' - DOOR w RATED - 2'-1" 12" DROP JAMB, SILL AND BULKHEAD -- CLOSER B-- 4.1 1C TILE VD. IRROR ;n 1E b STOP / DROP PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR / I I\ 1 (-)0'-4" PROVIDE SHEATHING ON PORCH(- 0'-- 4 1 PAN CEILING THIS UNIT- - UNDER , ,> >, HWT » 2z'0 2 -6 6 -64 2'-5" 5,-66„3„ ELECTRIC PANEL ot LOC. SEE I SHT E1.1 rl 2 ELECTRIC _ I ME ER A w NIC E4 2 O C) I -- ----� GARAGE I I 2-24' WID 1 SHUT ERS 1 W/ SIL BELO 1 dN I I 0 1 I 2 1 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC STONE WAINSCOT 2'-0" V-2" F ID --I 1"ST FLOOR PLAN 1/4" = 1'-C I 100 0 0 I N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 11 20'-0" - 4" Ll 9'-5j„ 1. 6'-9" 0 NA TEMP GLASS W55 W57 60X42X20 SOAKER TUB) CENTERED OVER PATIO DOOR BELOW W57 MrASTER SU I TiE (CARPET 9' HIGH COFFER I TEMP I GLASS CEILING ENCL. ASTER BATH TILE G - -- 4 3'-1" MIRROR ® O M LINr'4 RASE 26681 UHA I - O� 114 BF `V II I LAUND 2668 QBF w U 0 11 W. I. C� TILE �_ PROVIDE T C z II CARPET xo 1 13 I PAN U R OPT. BASE � F- z II m x X O o WASHER CABINET ¢ w M ¢_ 1 O Ir -/X \4 --7 L- ----I , o= i 11 m l L-VVA I I G 1VPVE _ 1- 7 0 0 -1 ? ��`' 1 I � 9�H G Q J o li J o 1 L ..T OPTSRS w In z :2 q -f 0 co Il Il I ( ¢ SD6 11 1 T HG I I I 7 00 W. 1. C. 21 � 3,_ BATH 3 T C I O4 L"_) TILE 3) N 3'-4j" BEDROOM 3 CARPET N I o O � cp 4" 11'-1l" EGRESS W57 N O w U z � J Of F- 0 = �=1N I OQ�it J bj I ¢ J o of m Ld 00 ¢ t40" HIGH KNEE WALL W/ PTD. PINE CAP Co cD � 1 -O� I O I I 2-2668 BI -FOLD 2'11- 3,-4j„ 5j„ n r BEDROOM 2 T CARPET 0 4" I - EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6,-54,x.. 5'-1" 13'-2„ r.n I n SECOND FLOOR PLAN 19 1/4 1 0 2'-104" 2'_011 41" .I I I I m I I B HALLWAY STOP &DROP TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. UNL ADF ADI - STIR MEC ALL JUR REQ SPE 0 C 0 STRUCTION NOTES (Unless Otherwise Noted) =SS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING JCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, HANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND SDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ROOF VENTILATION FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE `,x%%J1111111//1 Lli Q 0 GARAGE AERA HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH TOTAL AREA UNDER ROOF Cl /// p OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION JIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. o°•° ��! �i (V ��� °o'° U_LU �,• 21 .IFICATIONS MICROWAVES LOCATED ABOVE A COOKING i r' Z CV 0 r°;. A0 Z LU Z R702.4.2 W- : U e a Q ® - o✓ APPLINCE SHALL COMPLY WITH UL923 GENERAL NOTES:00 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES //j °°•o,°°°o°°,o°« o' ����� L3 1) (FBC-R310) Q FRAME WALL CONSTRUCTION (,x4) SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS(SHEDTER FINISH 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED > FINISHED TEXTURED COATING PER BUILDERS 16 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOMOJ MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 WINDOW = 5.0 Sq. Ft. 3 LL_ MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE METAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING BRACING OPENING = 24" BARRIER EVERY 1000 S.F. IN ACCORDANCE BARRIER PER ASTM C &APPROVED MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" SB WITH TPI WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR / MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD = 44" ABOVE FLOOR 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) z FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR Q� r ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE OPENING TO THE O WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Wz O ~ RATING OF 1 HOUR WHERE LIMITING DISTANCE FLASHING SEALANTS AND WEATHERSTRIPPING Q ~ W Cn r- (FBC-R612.2) INSTALL APPROVED CORROSION RESISTANT FLASHING AT �- CONCRETE BLOCK CONSTRUCTION - IS LESS THAN 3'-0" W Z f/1 m O ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER [•-i Z ' CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING ® Q O " V E"' A .� O TO BE ASTM Spec 920 OR U FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF V1 'ZZ' O 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. CO N W O 01" Cn N W4 z Cn SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Z �" O SEALANT COMPLYING WITH FBC2007 R613.8.1 O W CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR H 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE (FBC-R612.12.2) STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO V) Z MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR III`,- ZO 0 O TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT A WINDOW DTOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" A WIDTH L1 J J O x OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. �� E 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE F- ® rE�'' O sx Ev a STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL O v FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) BLOCK. FI -FOIL AA -2 VAPOR SHIELD ' MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W0 REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN L.�.I THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR SHALL HAVE THE _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. U373 AND INSTALLED PER MANUFACTURERS 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 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PPOTFCTFr11 0\IFR ci mrA zrie OPROVIDE MIN. R-11 BATT INSULATION IN FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT OATTIC OVER LIVING SPACE PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 6 INTERIOR STAIRS -SITE BUILT FBC 2010_ R311.7.3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED. 4.) STAIR DIMENSIONS SHALL BE AS FOLLOWS MIN. TREAD = 10" MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" MIN. HEADROOM = 6'-8 MAX. VERTICAL RISE FOR = 12'-0" FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" AT ANY POINT OHAND RAIL - FBC 2010 133112,Z MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" MIN. INTERIOR GUARD HEIGHT = 36" MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY Og WALLS BACKING ONTO ATTIC WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. O WALL & CEILING BETWEEN GARA • AND LIVING 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. 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. 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 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 7/8" 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 CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-200.3) AREA CALCULATIONS (ANSI) ROOF VENTILATION FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE `,x%%J1111111//1 [► Li 0 GARAGE AERA HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH TOTAL AREA UNDER ROOF Cl /// p OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION o°•° ��! �i (V ��� °o'° U_LU �,• 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 i r' Z CV 0 r°;. A0 Z LU Z R702.4.2 W- : U e a Q ® - o✓ WINDOW GENERAL NOTES:00 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES //j °°•o,°°°o°°,o°« o' ����� L3 1) (FBC-R310) Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOMOJ MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3 LL_ MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE {' WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" ;I MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 44" ABOVE FLOOR 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR Q� r OPENING TO THE O WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS Wz O 3) FLASHING SEALANTS AND WEATHERSTRIPPING Q ~ W Cn r- (FBC-R612.2) INSTALL APPROVED CORROSION RESISTANT FLASHING AT W Z f/1 m O ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER [•-i Z ' RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING ® Q O " V E"' A .� O TO BE ASTM Spec 920 OR V1 'ZZ' O 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. CO N W O 01" Cn N W4 z JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A Z �" O SEALANT COMPLYING WITH FBC2007 R613.8.1 O H 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE (FBC-R612.12.2) V) Z MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR III`,- ZO 0 O A WINDOW DTOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" A WIDTH L1 J J O x �� E 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE F- ® rE�'' O sx Ev a TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL O v FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) ' MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W0 ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN L.�.I THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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 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 7/8" 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 CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-200.3) AREA CALCULATIONS (ANSI) ELEV. 'A' 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 9 � Q G O z = O o0 z ~ In > OOw = W u � Q O 0 - CL 12 J (- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. (1� JOB No. ,905/117 f {� SCALE AS NOTED DATE 07/20/12 - SHT OF .41 1 A I I 2'-0" I N I 1'-6,. 1-14 4� -1 �� .. 3/4" RECESS �L SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 00 It 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ® PARTY WALL - - - - - - - PROVIDE CONTROL JOINT 6:12 PLASTER (TYP) I II�� I Lam.. 0 GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) ]�]EA JRN, ELEVATION "A" 1/4 99 /4" - 19-091 2'-4" E L E C` M'wTER SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH 1ECTRIC METER 1ICHE THICK CMV SIA. CONDUIT TO N THROUGH CMU LLOW CORE CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT 1-100 1 A 21INII.To s.!2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) - _ � SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) i= V) w 36" HIGH BLACK FINISH METAL RAILING _ 18" ROOF OVERHANG N PROVIDE CONTROL V �•�.......J�� �Y �i ••• °• •: ,I o b' JOINT W Z 1/2" STUCCO - - PLASTER FINISH O (Ground FI. TYP.) .- �u 36"x8'-0" FIRE RATED O J SOLID FRONT DOOR v •®� v: •.,Lra 1"x6" RAISED STUCCO w w Z PLASTER FRIEZE TRIM _ W/ SMOOTH FINISH I®.. I1 W ' ��llrl1111111;,. 5"x3" PREFORMED STUCCO WATER TABLE 12 � J PRE'C,45T STUCK -ON O STONE VENEER 6:12 6:12 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE ~~' TOP OF WINDOW o ,O U') SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER o I 1"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 12 -1 F-1FIN. SECOND FLOOR 5:12 TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) ❑ 7� 17:1 ❑ rn I 0 1 /2" STUCCO PLASTER FINISH 0I (Ground FI. TYP.) °o �Im m 1"x RAISED STUCCO —ElmEPLASTER TRIM BAND W/ -- SMOOTH FINISH FIN. GROUND FLOOR - - - - FIN. GRADE 00 GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. 11� IN �N�N� iq� I III jpl isiffia's), "m 110 FIRM m mmim" Ld 0 1/4 = 11-099 %willIItill,, V) w �t f� FINISH % U� t� RAISED N `` V �•�.......J�� �Y �i ••• °• •: ,I o b' �-- O W Z Z .-� W 0 • Z 04 i W Cr �'r' – O .- �u Uw o O J F__ v •®� v: •.,Lra 6:12 w w Z ., _ I®.. I1 W ' ��llrl1111111;,. � w 12 1/4 = 11-099 PLASTER V) W/ SMOOTH FINISH O t� RAISED STUCCO T z W/ SMOOTH �O .-� z &-4 � o��W�z w Uw o O F__ Z0 :4 6:12 w w Z W I _ I®.. I1 W 5:12 \^'2 E� � ENTRY 1 "x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1/2"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH .-� PORCH ROOF GUTTER _DRAINED TO STORM WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) -1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o I I co FIN. GROUND FLOOR 00 SHT OF 4.2A �O d+ F r­� ��r'Q.-, a U2 Z H •-+ Oa�� L) A o� E- � p"cnNEC:) .-� z &-4 � o��W�z O Z Uw o O = O Z0 :4 O U CQ ~ SHT OF 4.2A F r­� a W � � O Z ao = O ~ z � w 12 � J O w w (1 �a CD QoCL CL J I— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 4.2A f I 00 I 0 AA' -Z1" K BL?ILDING OZ TOP OF PLA TOP OF WINDO FIN. SECOND FLOC TOP OF WINDO FIN. GROUND FLOOR SLA FIN. GRAC U/S OF FOOTIN SECTION �V OL, W(' TOP OF PLATE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING 0 I I ro 0 0 I 00 o'z 0 rt A) BUILDING 1/4 19 = 19—V .... NlUnL 00 0 TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB 12 I READS (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 SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS rB�) STAIR 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 i VENT THROUGH ROOF, �. ANGLE VENT OVER SO AS .' NOT TO PENETRATE FRT " PLYWOOD WITHIN 4'-0" OF PARTYWALL �. 2' VTR VENT THROUGH ROOF, r, - 2" ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL SECTION LA TUB/SHW [-A I C.fCI Vf-, `L VY/Al) 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. LL. :W O Q Li O PLUMBING RISER rn z DIAGRAM N.T.S. W Q O Z O CL ry U W C) LLJ W Z Z 2 D o%111101111, ``UI'r7 11,/ r7 / LLJ a' cV B DATE 07/20/12 O LL. :W O Q Li O W W qt*y -fir.. rn z i f :z V •� • ' J 0 (`,+V � U J 01 00, � J OLLJ LLJ W Z Z 2 D it 905/117 SCALE B DATE 07/20/12 O Az � owe � W rn z I LLJ ZE- p�dwH z 0 Z �I�� O = O Zcw�¢ L I U F- m � LLJ W Z Z 2 D CHECKED TJF DWG.No. JOB No. 905/117 SCALE B DATE 07/20/12 Q W o I 0 Z ao = O Z ~ > W O O wnj = W u Q = 0 � = ao� � a— J F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 4.3A 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL {, 2/0 ALUMINUM / SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM 150 AMP METER DI C. #4 COPPER GROUND PER NFPA 70 - ARTICLE 250: GROUNDING AND BONDING U D E11R.GROUND ELECI 0 RISER r DINING 14 / ATVl9WQ r43 / I r1f -- — — — — — — — — — - L ro_ F� ----------------------- 7 i\ GATHERING ROOM <\ a� 14 J 1' I l I I I I L --------------------- TEL -- -- --------------TELA A / �— — __�t_ T_ I I I I I I PROVIDE SWITCHED OUTLET UNDER CO NTEf FOR FUTURE DISPOSER \ O A TEL(''- H E N IL2 J q� Z 97 � IIIIIII� \ 10 FOYER — i l /�ll Xdff I �I PO CHS EL CTRIC METER IN NICHE - —\ L FIELD LOCATE ELECTRIC 1 PANEL \ GARAGE OUTLET FOR 15 GARAGE DOOR OPENER I I I I I I I I \ 1 D� FIRST FLOOR ELECTRICAL 1/4" = V-0" MICROWAVE ABOVE O J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT 11 A � . --- �EDROOM 2/ 3" MAX. BETWEEN TRIM AND SWITCH C /u' -- n J Q oU uo TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O 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. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SECOND FLOOR ELECTRICAL 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. ELEGEN°.d"'9 EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED TfiROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL_ BE PROTECTLD BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. FLFCTRICAI._ DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE, ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN b SMOKE DETECTOR -�- WALL MOUNTED ~ z LIGHT FIXTURE V, > SWITCH $ ~ I1I �-+-� 0 W CEILING MOUNTED = W 3 -WAY SWITCH $3 LIGHT FIXTURE CL 4 -WAY SWITCHRECESSED CAN CD _ _ LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR DESIGN PROOF FIXTURE QUADRA 110 V OUTLET CHECKED TJF DWG.No. Q SCALE AS NOTED DATE 07/16/12 FLOODLIGHT ` SWITCHED OUTLET GFI OUTLET�R FLOURLSCENT LIGHT CEILING V� MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR IV JACK FUTURE FAN Ci J T. PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPM- CODE SIZED J BOX Q WITH BLANK COVER T all Q J oz = Q ~ z W J V, > Z ~ I1I �-+-� 0 W = W W Ld LLJ CL V) Q oz = Q ~ z V, > �0 ~ 0 W = W Q CD _ _ W aoa DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 4.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U _ t- _r _r. -. RANGE HOOD VENTFBC-M15031 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE j 5 LLJ z O EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS 0CD w � APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (x4) OCEMENTITIOUS FINISH FINISHED TEXTURED COATING PER BUILDERS N V) uw SPECIFICATION OVER 7/8" THICK PRIMED 3 0 C� _ NOf W U w0 m J J W mQ z 3 = _z Z Z Q O W 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q J Q Uaf Cn _ Lv �`.� W W W Of F _ 3 J o� � LU 2OCEMENTITIOUS FINISH a FINISHED TEXTURE COATING PER BUILDERS z Q O 0 U 0 J Q W� � F- U _ C7 3: U (n I - B LABEL Z Z Q LLJ_ a Z Z O 0 Z W STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1B 3'-0" 6'-8" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS _ (R-8.61) 1C W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO ® W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO WRAP, FINISHED SOFFIT W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. 8 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES O 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 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 48j" 12.00 NO DATE 02/22/12 W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES TYPE II RAILS FBC R311.7.7.3 FOR GRIP W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 50j" 20.00 YES NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION, SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 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 U ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENTFBC-M15031 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE j 5 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (x4) OCEMENTITIOUS FINISH FINISHED TEXTURED COATING PER BUILDERS w O SUBFLOOR AND FLOOR TRUSSES TTR SUB -FLOOR ON PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 F LO FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT U NAILING SCHEDULE) PROVIDE DRAFT STOPPING >_ J W mQ EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR Cn Z O !] Z LO O UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT z Q INSULATION, 1/2" INTERIOR DRYWALL FINISH. U (n Z Of Q _ Y J bi J LU 2OCEMENTITIOUS FINISH 2 -HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS F= ? IL (n U z COAT CEMENTITIOUS APPLICATION, 8" NOM. U1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS TIED TO CONTINUOUS BOND BEAM AT TOP 2'-8" 8'-0" 1 R4 STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1B 3'-0" 6'-8" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS _ (R-8.61) 1C 3'-0" 6'-8" 1 R4 INTERIOR STUD PARTITIONS ADD TRANSOM / ELEVATION OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. 1D 3'-0" 8'-0" 1 R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 TEMP GLASS FRENCH 18 LT 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS SPF#2 OR 2x6 SPF#2 0 24" O.C. O 2'-8" 6'-8" 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 4 EXPOSED FLOOR TO EXTERIOR ® INTERIOR DOOR 8' CLG. TYP. PROVIDE MIN. R-11 BATT INSULATION IN 2'-8" 8'-0" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 9' CLG. TYP. WRAP, FINISHED SOFFIT O 2'-6" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND I- 2'-6" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH W INTERIOR DOOR 9' CLG. TYP. O ® 2'-4" 6'-8" 1 R311.7.3 WINDOW INTERIOR DOOR 8' CLG. TYP. 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. ® 2'-4" 8'-0" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. � INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 8' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED ~ 2'-0" 8'-0" 1 OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 9' CLG. TYP. FOLLOWS O 2'-2" 6'-8" 1 MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING INTERIOR DOOR 8CLG. TYP. MAX. NOSING = 1 1/4" © 2'-2" 8'-0" 1 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" INTERIOR DOOR 9' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" O7 1'-6" 6'-8" 1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" INTERIOR DOOR 8' CLG. TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" AT/TJF 1'-6" 8'-0" 1 FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE DATE 02/22/12 INTERIOR DOOR 9' CLG. TYP. MIN. WINDER READ MEASURED = 6" 501A INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER L0100 r, 0) I N 0 N J OJ U 3m0- 3q" - 3 " �w� xLY (0 Q U 0 a O Cn Cn O U J Oo� 0 � m z m moCn U_ < I 16" DROPPED BULKHEAD OVER TOILET - SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS LOW r _i PROVIDE 5/8"TYPE "X" DRYWALL UNDER STAIRS SHUTTER DETAIL SEE SHT , 3.2B -1C R FLOOR, PLAA x r -IN N I iU) 20'-0" 5'-181-10p, I, 3 W25 � W57 W57 SIN EGRESS Q r4- -KNI MASTER SU I iE ICARPET 72" MASTER BATH 9 1 1 1 C� TILE T C I I I I ^T MIRROR 5j" 6'-3j„ 9' HIGH COFFER \ �� U II I Z II O ryN O 11 1 x DO a 11 W. I. C. I m x DOORS = 11 CARPET >_ m in m o of 40" HIGH KNEE I 7 � r WALLS W/ PTD. M 0 Q o PINE CAP LA r-- r - PROVIDE OPT. U PERS AR T N PAN UNDER II NICE w 1 WASHER Ln LT F_j 7 11 I X F.A. _ 11 AHId 5,_31„ O 4 _22„ 5,_4„ ih LAUNDRY TILE O7 LIN - _ OO 0 - _- T C I -00 MIR OR 1'-32668 BF - - - - I 48„ All 10 - 3,_ 7„ ATH * 3 [_��T I LE 3 104 00 BEDROOM 2 C-4 CARPET [3j" O EGRESS 1 J w 5D6 Q z a 3 J a 2, D„ t4" -1104 N Q = 2-2868 1 a U) "� BI -FOL 1 Of J BEDROOM 3 3'-5j" o � v CARPET 1 3'-5" �< J I oam OO w -- -----� U _ � m N a -- -- _ � I EGRESS 48"X63"I 5-54" 5'-44" GARAGE ROOF BELOW 6'-10" 1/4" = 1'-V 4" 2'-10" 4" 3 5j" 0 N QQ I W U 3 Z a -1104 r7 I Q LLj_ N a Q N of 54'0ov w Q J oam O IY w U D V) (w O Q 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 CONSTRUCTION NOTES (Unless Otherwise Noted), ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO SECOND FLOOR AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1853 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENTFBC-M15031 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE j 5 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (x4) OCEMENTITIOUS FINISH FINISHED TEXTURED COATING PER BUILDERS 16 SUBFLOOR AND FLOOR TRUSSES TTR SUB -FLOOR ON PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 F LO FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ® 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING 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" CONCRETE BLOCK CONSTRUCTION - 2OCEMENTITIOUS FINISH 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 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. • � (•J•! U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. +� '.00• � C z SPEC. 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 QC/]�F■�'-� MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 4 EXPOSED FLOOR TO EXTERIOR ® FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 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 R30 BATT/ BLOWN INSULATION AND I- 0 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH W TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O W z R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. � (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 202 SPF#2 RIPPED 0 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED ~ WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. > OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS W OPENING = 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" N 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" CL 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" AT/TJF CHECKED TJF FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3•) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE DATE 02/22/12 (FBC-R612.2) MIN. WINDER READ MEASURED = 6" 501A INSTALL APPROVED CORROSION RESISTANT FLASHING AT 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 8WALLS 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 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. DRY KNE nKITCHEN 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 7/8" 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 CEMENT1 TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI Z765-200.3) 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 H- Q _O a_ W Li0 • � (•J•! LL ,•t o•�,� �� rte" �Y ` f Z N Lu F ,.•� =,N Q z •'ir +� '.00• � C z ��o tpi 1'' LL_ +� I 1 +, O U r-1 O QC/]�F■�'-� V ® �O�A�� CL �zEE-0 z ;Q E-4LLJ I- 0 O ^ W W z N 6..L �a W � � 0 a0 Z ~ > W 0 W W u U Q N � _ LL' < 0 CL 0- :2 J (- DESIGN DRAWN QUA DR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 501A SHT OF 1'-8" VARIES 3". 7" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 6:12 7/8 STUCCO 8 x44 PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO { PLASTER (TYP) PROVIDE I ro o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6:12 4'-6" ILE FIN. SECOND FLOOR--'------ I 4:12 5:12 PROVIDE CONTROL 1"x6" RAISED STUCCO JOINT PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) PORCH GUTTER DRAIN TO STORM WATER PIPE TOP OF WINDOW 37"x72" 37"x72" SMOOTH FINISHED DOOR _ "8OITA9 SURROUND DETAIL WITH FLAT _ rn rn - OITA9 --- i� HEADER (SEE DETAIL) -_ 900c]1 /2" STUCCO rn N N - - N PLASTER FINISH ■ ■ (Ground FI. TYP.) 1/2" STUCCO El F PLASTER FINISH 6" WIDE SCORED I (Ground FI. TYP.) 5"x3" PREFORMED STUCCO 00 WATER TABLE (SEE DETAIL) DOOR SURROUND W/LO r7 _ -- - SMOOTH STUCCO PRECAST STUCK -ON PLASTER (TYP) STONE VENEER PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR l-Jl N 200 FIN. GRADE.. 1�" 10.,"� 14,,,,. GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. 3/4" RECESS 3/4" RECESS GLASS AREA N FRONT ELEVATION 'A'= 76.58 SQ. FT. SCALE 2: 1 � SCALE 2: 1 99 L E"LEVATION 9 9 L 9 9 24"x60" PREFORMED 16"x63" PREFORMED STUCCOREAR A PANEL SHUTTEPANEL SHUTTERS ELEVATION HDONT1/4„ _ 1°_099 1/4„ _ 1)_0)9 N A" ELEC METER, SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO LIN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) all 1/4" = 19-099 E LEV�E4� w Q Z ry U cn w D SHT OF 5.2A •e U_ .., ,..y w C*4 W IxaFC Z W o :7 �s 3 ,/ � .....••qtr �.` Q o O Z 0 LL = O ~ SHT OF 5.2A Q W o I O Z o0 = O ~ Z > w O O w =w o J N U Ot- a DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 5.2A W TOP OF PLATE HALLWAY z HOLD TRUSS BACK °O AND SLOPE FLOOR/ CL CEILING TO GET MIN. 6'-8" HEADROOM 7 U FIN. SECOND FLOOR LLJ� - 4' -- -�r 6 00 HEADROOM Lo 5� (2) 2x8 FRAMING CLEARANCE_I �r — �� AT LAN ING II II "o KITCHEN o PANTRY I I� I I II II 5/8" TYPE "X" GYP. II II BD. UNDER STAIRS II II II II _ II II FIN. GROUND FLOOR SLAB 14 TREADS @ 10" EACH ���������//N `\\ •••••••q••• /I W • • / C'V STAIR DIMENSIONS �� S.•• d LL d;;,. j Z Z ul GROUND FLOOR TO SECOND FLOOR ' h �: •%= N �R. 17 RISERS ® 7 3/8" EACH = 10'-8 3/4" ACTUAL _ w � Fes- _ C� U 16 TREADS @ 10" EACH • U Q O: z C� J TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL % '� ® v •• • •• Lg SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS /Aw •••••••QOM;\\\\ \`` Q O fill STAIR SECTION - 1/4 9) = 19_C N w ,a 0E, z 20 O TUFA ao 0 e4 Q E-4 �zz � E— TOP OF PLATEm e W TOP OF WINDOWW 8 � � OPTIONAL 12" HIGH (f') RAISED COFFER CL'G BEDROOM 3 3 H L MASTER SUITE 1 I� O O U 8 1g DRAFT STOP TRUSSES 16 AT GARA E/ HOUSE FIN. SECOND FLOOR a TOP OF WINDOW W p 9 �� 10 O z 0n El El = O o0 GARAGE GATHERING ROOM DINING ajSTOP AND DROP 2 j o - SEE A/2.1 B W - 0 LLi _1 Q W = W FIN. GROUND FLOOR SLAB Y 00 FIN. GRADE } Q U/S OF FOOTING ~ J N ---- % U Q O IZ / 0 LLJ O < 0 7 � SU1SD1 � :2 J F— �p� DESIGNDRAWN QUADR AT/TJF OA BUILDINU" SFECTION CHECKED TJF DWG.No. 1/4 _ 1 —091 JOB No. 905/117 _ SCALE AS NOTED DATE 02/22/12 5,3A SHT OF 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINUM--' DI C. SERVICE CABLE �ma 2" PVC WITH (3) #2/0 THHN -. ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING II© AC I I 1 14 � 1 I I J i Wr l 7 f JI 1 UP 17 FIELD LOCATE ELECTRIC PANEL FIRST FLOOR ELECTRICAL 1/4 = 1 -099 f 1/4" = 1'-0" 3" MAX. BETWEEN TRIM AND SWITCH C/L-t— alp J a U o 0- % ►% TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION OWATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED 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'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER FLOOR ELECTRICAL GENERAL ELECTRICAL NI nTE-0- 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: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEFPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5, ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UI_ LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. Fl ECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ ELECTRIC METZR IN NICHE FIRST FLOOR ELECTRICAL 1/4 = 1 -099 f 1/4" = 1'-0" 3" MAX. BETWEEN TRIM AND SWITCH C/L-t— alp J a U o 0- % ►% TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION OWATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED 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'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER FLOOR ELECTRICAL GENERAL ELECTRICAL NI nTE-0- 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: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEFPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5, ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UI_ LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. Fl ECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN (s) SMOKE DETECTOR WALL MOUNTED SWITCH $ LIGHT FIXTURE CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH, LAJ J RECESSED CAN LIGHT FIXTURE L.L.I DIMMER SWITCH $° RECESSED VAPOR Q PROOF FIXTURE 110 V OUTLET Q FLOODLIGHT SWITCHED OUTLET FLOURESCENT {� GFI OUTLET LIGHT CETI..ING Y MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR IV JACK FUTURE FAN PHONF JACK TEL - ELEC. SERVICE , PANEL SPEAKER PREWIRE sPn- CODE SIZED J BOX WITH BLANK COVER a W � OZ =(D Z ~ �> O Lv ~ W LLJ I— Q ULAJ-� N -) = O O U I— ry O a- 11 J F— DESIGN CHECKED DWG.No. JOB No. SCALE DATE RAWN AS NOTED 5.4E Ld O cn Ld 0 �L N LAJ J L.L.I Z Ld _ D a W � OZ =(D Z ~ �> O Lv ~ W LLJ I— Q ULAJ-� N -) = O O U I— ry O a- 11 J F— DESIGN CHECKED DWG.No. JOB No. SCALE DATE RAWN AS NOTED 5.4E Ld O cn Ld 0 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. z 11 LLJU3. co I mM o- PROVIDE G) o� W _ � II PAN UNDE II .. - CEILING o WASHER JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE Z U ~ p w W0 W V)Ld0 (n Ln W27 N U `1N 0 C7 r1N -� 2 (n W Lu W m J J O of p § 2 Z W Z Z W U W J U 5j" _ZW � D W 0 L Z _Z 1= O '� OU O Q (Oi � O = O g z Q p 0 0 J W w F- F CD _ 0 0 (n LLJ� W J (n 0 0 O O DRAWN O Z W z W17 e 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60j" 10.00 NO 1 A W21 1H4 SH BLOCK SINGLE HUNG 261" 50j" 274" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 53j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1 �" W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37" 50" 13.01 NO FOR 2 STORIES TO 10'-0" MAX HEIGHT. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES O W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES WRAP, FINISHED SOFFIT W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) FOLLOWS OPENING = 20" 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) 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 00 o z 11 LLJU3. co I mM o- PROVIDE G) o� W z w Q of � II PAN UNDE II I in CEILING o WASHER JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EGRESSI U REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS Ln W27 OPT. ERS O3 `1N Z D I I W r1N -� 0 13 `�- �I� 8" DROPPED \ i ILAbN� Lu W0 X TILE T C BULKHEAD FINISHED TEXTURED COATING PER BUILDERS - -J5'-5" 2 3'-2., SPECIFICATION OVER 7/8" THICK PRIMED 3 0 FLOOR TRUSSES BY REGISTERED TRUSS BASE CABINET 5" 5j" MANUFACTURER. SEE STRUCTURAL ENGINEERS �j. - �� o c� r w Q Q W N Z o o 0 HOUSE WRAP, 7/16" OSB EXTERIOR I_-_Jaf J F- Z Q < UOf w z Q Q O _ _ 0 `1 U J W J (n 0 0 1 ED DRAWN ? of (� (Wn z AT/TJF O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1' 1 A 2'-8" 8'-0" 1 R4 0 Y 0_ 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS CONCRETE BLOCK WALL REINFORCED PER 1 C 3'-0" 6'-8" 1 R4 0 6 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 OF WALL. 1x2 PRESSURE TREATED TEMP GLASS FRENCH 18 LT _. 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 2 HOUR SHAFT LINER SYSTEM PARTY WALL >> INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 �" RATED CONTINUOUS FROM TOP OF MASONRY INTERIOR DOOR 9' CLG. TYP. 0 2'-6" 6'-8" 1 �" SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR DOOR 8' CLG. TYP. 3 O INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. 2'-6" 8'-0" 1 �" FOR 2 STORIES TO 10'-0" MAX HEIGHT. INTERIOR DOOR 9' CLG. TYP, O 2'-4" 6'-8" 1 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR INTERIOR DOOR 8' CLG. TYP. ROOF COVERING AS SPECIFIED INSTALLED PER ® 2'-4" 8'-0" 1 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 PRE-ENGINEERED ROOF TRUSSES BY TRUSS INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 �" FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE INTERIOR DOOR 9' CLG. TYP. OEXPOSED © 2'-2" 6'-8" 1 FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 WRAP, FINISHED SOFFIT INTERIOR DOOR 9' CLG. TYP. HALF OF REQUIRED VENTILATION AT EAVE AND HALF O7 V-6" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC INTERIOR DOOR 8' CLG. TYP. REQUIRED BY CALAULATION 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 6 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 5'-4" OA W53 W53 .3 u�lo0 21 - 10' 0" 5'-8" PATIO 0'-0"x 10'-0" CONCRETE GATHERING ROOM (-)0,-4„ 6080 PATIO DOOR W98 HIGH FC WINDOW 42" HIGH KNEEWALL W/ 31j" 2,-66„ 7�-1. PTD. PINE CAPPED 5 -6 1'-7j" HIGH FC -- - WINDOW T.A. PASS THRU U F.A-104� c FO j _ DW I N ��- FOYER Noa 1 S, \TILE , 3m } r - -7a 12'-116' \\ \ \9 >-w^ I i S1 KITCHEN 1D of '-1N a U L - J = 66"x30" w 0 c° ISLAND - p � A .1 f3 Z 1 15'-7 5.-6„ s. �� x0 (Nil IN 0 z: a L _ � �I SEE DRAWINGS � UP 17R BY CABINET \ PAN. o I I MFR FOR Z I I KITCHEN CAB 00 -IN � 6 z ELEVATIONS LO Ln C f I I N MI ROR I 7 1 DINING ROOM PWD 02„ I 1 I TILE TILE ifl - DOOR I loo 3 3'-1 3' 1 I - - I j,. �' 3'- (LW '- I STORAGE 1 iv 9'-10 ---- _ 3,-1 ---- 1 TW I SLOPED H0 -4 -- --i C14 I CEILING 1 PROVIDE 1 1 I- - - I I PROVIDE PAN B WALL UNDER 1 r - - -1 I 5/8"TYPE "X" DRYWALL HWT UNDER STAIRS LL- 2'- 4j �- - =J-� ELECTRIC PANEL 3 OGARAGE I't LINE OF FLOOR ABOVE I o I N I I I I I I I I I I I 16'0"x7'0"O.H. DOOR �m 111100 AArl�� 1'-2" 16._4.. 20'-0" Ak-qb it �1/) l/'�I • I�I' � •� 1/4 = 1' - 0" 2'-6" N �KN 00 1-1 I LO W92 -- - 00 0 7j" in TER �t <1 3 N N 3 z O I 0 LINE OF SYNT ETIC STONE WAINSC T e J W J Q Z Q J �LL_ cr¢ .. d� � �oJ o I O F- v Q !Ji Of )- J p m 00 w w = ((n (n N Q 20'-114" rMASTER SUITE I CARPET I - I I ao 0 I I - I I C -------------- 1 z J6 rn ------------- ir) I- N J W J ¢za J 0- of < a=te 0 (n r` rIN Q w -j CO 0E-� O L W J pmm zD:2 00 w w = (0n (n N Q s z = Ld o c W 'n", N� BATH OASIS TILE LID 0 o \77 I `\ - i W. I . C. K) O 1 z I W57 I HER 1I = II J W. I . C . _..� m _...._ ----- o 3 W m 5'-2" 4'-8" w 0 BEDROOM 3 =3: 3:_j I HIS p m SECOND FLOOR AREA XZ O r----- 5 SHELVES FOR 9' CEILING w 00 o z 11 LLJU3. co I mM o- PROVIDE G) o� z w Q of � II PAN UNDE II I in CEILING o WASHER JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EGRESSI M REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS Ln W27 OPT. ERS O3 `1N Z D I I W r1N -� 0 13 `�- �I� 8" DROPPED \ i ILAbN� 10 W0 X TILE T C BULKHEAD FINISHED TEXTURED COATING PER BUILDERS - -J5'-5" 2 3'-2., SPECIFICATION OVER 7/8" THICK PRIMED 3 OPT. TUB & OF . FLOOR TRUSSES BY REGISTERED TRUSS BASE CABINET 5" 5j" MANUFACTURER. SEE STRUCTURAL ENGINEERS �j. - �� o GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING II OPT. II �Q--- Q W N IfpE� ao= r---- HOUSE WRAP, 7/16" OSB EXTERIOR I_-_Jaf WITH TPI/WTCA BCSI. (1/4') PANEL TYPE L� pJ-._�.._,- D - _ UNDERLAY UNDER RESILIENT AND WOOD w 10'-0" MAX. HEIGHT (SEE STRUCTURAL ID FLOORING m C) N a z J F -- INSULATION, 1/2" INTERIOR DRYWALL FINISH. 1 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE DRAWN J QUADRA RATING OF 1 HOUR WHERE LIMITING DISTANCE AT/TJF a- DWG.No. IS LESS THAN S-0" 3: 0 OCONCRETE 2 BLOCK CONSTRUCTION - CEMENTITIOUS FINISH - 1' AS NOTED �j FINISHED TEXTURE COATING PER BUILDERS AH W w GROUND FLOOR PARTY WALL FROM TOP OF 0 Y 0_ SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED W p COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 0 WAL _IN CONCRETE BLOCK WALL REINFORCED PER LINEN 0 STRUCTURAL ENGINEERS SPECIFICATIONS 0 6 14 o 54" 2.-8j" 3._ OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. _. r- 31.> BLOCK. FI -FOIL AA -2 VAPOR SHIELD ?� DN O7R 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL >> INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR i- RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 O INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. I- N J W J ¢za J 0- of < a=te 0 (n r` rIN Q w -j CO 0E-� O L W J pmm zD:2 00 w w = (0n (n N Q s z = Ld o c W 'n", N� BATH OASIS TILE LID 0 o \77 I `\ - i W. I . C. K) O 1 z I W57 I HER 1I = II J W. I . C . _..� m _...._ ----- o 3 W m 5'-2" 4'-8" w 0 BEDROOM 3 =3: 3:_j CARPET (n p m SECOND FLOOR AREA wo Of 5 SHELVES FOR 9' CEILING w ZZ ENGINEERS DRAWINGS AND SPECIFICATIONS, LLJU3. co I W97 IN 0 1 in 4" BATH TILE 0 Of Of C T 1 01- N 68" W25 DBEDR00M 2 FIRST FLOOR AREA BI-FO SECOND FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, CARPET 5 SHELVES FOR 9' CEILING 1 O '-IN ENGINEERS DRAWINGS AND SPECIFICATIONS, 430 SF co I 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND � Z VAULTED APPLICABLE CODES AND AUTHORITIES HAVING CEILING JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EGRESSI RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS W27 36X74yV27 ROOF BEL ARCH TOP Z APPLINCE SHALL COMPLY WITH UL923 3'-7" 3'-2" 3'-2" 3 -3 3'-5„ 3._7., SECOND _11F, L 0 0 R 1rLAN 1/4 = 1' - 0" 20-5'* 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 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 2'-6" �IN COUNTERTOP KITCHEN CABINET o i N KITCHEN SCALE 2:1 (~)PREP. ISLAND AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, TOTAL A/C AREA 5 SHELVES FOR 9' CEILING COVERED PORCH AREA STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 430 SF TOTAL AREA UNDER ROOF 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND � Z ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING Z APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION (2x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED W0 1 12 FINISHED TEXTURED COATING PER BUILDERS � W SPECIFICATION OVER 7/8" THICK PRIMED 3 O FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER W � MANUFACTURER. SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING >- Q W BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE L� SHEATHING, 2x4 STUDS ®16" O.C. TO _ UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING rv, < C) ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE J F -- INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE DRAWN QUADRA RATING OF 1 HOUR WHERE LIMITING DISTANCE AT/TJF CHECKEDTJF DWG.No. IS LESS THAN S-0" OCONCRETE 2 BLOCK CONSTRUCTION - CEMENTITIOUS FINISH - 2 HOUR MASONRY PARTY WALL AS NOTED 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 ® 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 RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 O INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. 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 R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 6 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1.)R31 S R NGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) 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 DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" 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 = S-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING (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 ip MIN. EXTERIOR GUARD HEIGHT = 36" I FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE 00 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 Og WALLS BACKING ONTO ATTIC WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 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 OWALL 9 & CEILING BETWEEN GARAGE AND LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION. 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE O AND GARAGE MIN. R-11 IN WALLS AND I 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 11 O PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. DIMENSIONS ARE MEASURED FROM 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 STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER 22" CEMENTITIOUS FINISH, MASONRY 1/ENEER, STRIPPING INTO ANY ATTIC EXCEEDING S.F. OR SIDING (PER ELEVATION) AS OUTLINED X VERT. HEIGHT. ALLOW 30" HEADROOM IN O TIC ATTIC AT HATCH LOCATION. (R-30) RIGID IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC. (ANSI Z765-2003) 2'-6" �IN COUNTERTOP KITCHEN CABINET o i N KITCHEN SCALE 2:1 (~)PREP. ISLAND 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 L d 0 0 EL Elf W Li -t O Ij'i11� � 10 •W ® 0eye • Z CM 0 W o z = _ :2 J .� 1111111 � O d� W A z m CQ Q ) p W CrJ i� L/ d C/1 m m Z �z 44 a ® , 04 40 E-4 E- oa<1wF z W � .0 x F_ Hw�CVE a CL -2 U 0W W Z 77 LL m w� � Z C) 0 °0 Q Z W0 1 12 � W O W � Y ° >- Q W L� ) _ rv, < C) IZ :2 J F -- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 - SCALE AS NOTED DATE 07/20/12 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6:12 7� 6:12 �� 6• �2 mgm 1 6 O � LO —IN 3/4" RECESS SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION "B" 1/4 99 — 1 9—W9 1'-8" VARIES 3't, 6"WIDE x18 1/2" HIGH x 18 1/2" 10" WIDTH 7" WIDTH P PTD. POLYURETHANE SURROUND DETAIL WITH FLAT HEADER 00 BRACKET NO. BL2955 BYROJ. SPECTIS OR EQUAL (TYP.) zQ 6:12 ww �0w 6:12 7� 6:12 �� 6• �2 mgm 1 6 O � LO —IN 3/4" RECESS SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION "B" 1/4 99 — 1 9—W9 1'-8" VARIES 3't, 3" 4" SCALE 2:1 10" WIDTH 7" WIDTH W SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER M Z 00 2'— 4" ELEC METER. SECTION AT METER NICHE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 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.) 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 0 a I 00 RIDGE LINE WHEN PAIRED W/ TH02 6:12 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLA1 TOP OF WINDO 6•7 1 .1. 1A S 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6•7� 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) FLLULL 11] ED EM T7 I [IEEE 7. Eu [[I] Tug [IHIIIM iD i L Im 17 ITM FMIT 6:12 FIN. GROUND FLOOR ap 1 Il tl. FRONT ELEVATION "B" 1/4" = V—C Tr)D rlr-' DI A TD FIN. GRADE 37"x72" 37"x72" 2"x96" A TI 0 DOOR REA'R'ELEVATION "B" 1/4 99 = 19-099 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 z 0 W U W C) Li Li �` •••••••....••••o'���j /jam' N � �' :W Q Q : i OZ Z h ,..i 1:CV Q • W * tt — • Cc r' C ) oe15 � J Cs 15 • �J C: 7 Q LL_ ►'I �0�, W z W A'_"pWccor- � Ln o� E-1 w i a U E., A cc ZONWO E-o E" z . I��aZ" o 0 oLLJ��wH z O x F= E"0a:N z W C\z d O L) w W W Z N W SHT OF 6.26 n e --- ) m NI o W :2 Z 00 oo zQ cn �> ww �0w 0 2wI o >— Q Lij 1 Ln U Q 0 IZ F - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.26 2" PVC OFFSET-\ WITH (3) #2/0 THHN ALUMINUM 150 AMP �l PANEL iKli`��iz 2/0 ALUMINUM SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDEDII�OGROUND «. ,:. RISER - FIRST 1/4 99 = 19-099 13 PROVIDE ATTIC LIGHT W/ SWITCH SECOND 1/4" = V-0" C Q _ U o CL GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION 20 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 40 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 ELECTRICAL 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WAI..L AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKF DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SI_FFPING ROOMS, COMBINATION UNITS MAY BE USED. 3, ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALJ. 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co F_ U SMOKE DETECTOR COMBO F_ I— EXAUST FAN SMOKE DETECTOR WAI_.L_ MOUNTED N SWITCH $ LIGHT FIXTURE CEILING MOUNTED 3 -WAY SWITCH LIGHT FIXTURE 4 -WAY SWITCH RECESSED CAN zQ LIGHT FIXTURE DIMMER SWITCH $' RECESSED VAPOR AQ W PROOF FIXTURE 110 V OUTLET � W Q 0wl FLOODLIGHT \ SWITCHED OUTLET GFI OUTLET FLOURESCENT LIGI-11 CEILING F_J ��\ V� MOUN TIED W(_) 220 V OUTLET STD. LIGHT �� > DIRECT WIRF / FIXTURE BRACE O & PRE WIRE FOR = TV JACK FUTURE FAN TEL a 0 PHONE JACK V ELEC. SERVICE � DESIGN PANEL SPEAKER PREWIRF SPM— QUADRA CHECKEDTJF CODE SIZED J BOX Q WITH BLANK COVLR LLJ V F_ U z F_ I— W W 7- N WCL 00 i■ DWG. No. DRAWN AT/TJF JOB No. 905/117 SCALE AASNNI DATE 07/16/12 SHT OF Z O_ n U V) W 0 6.4E V LLJ 7- 00 zQ V)�> W W 12 � W 0wl F_J Q W(_) if � LdQ O = f a 0 a - DESIGN QUADRA CHECKEDTJF DWG. No. DRAWN AT/TJF JOB No. 905/117 SCALE AASNNI DATE 07/16/12 SHT OF Z O_ n U V) W 0 6.4E GENERAL NOTES FLOOR FRAMING PLAN DESIGN REQUIREMENTS ROOF FRAMING PLAN 1 DESIGN LIVE LOADS (MINIMUM): LINTEL PLAN AFLOORS - 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 ENCLOSED BUILDINGS = +/- 0.18 9'-0" x 1'-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 LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3, FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 • WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. ?O§§ 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 SPLIC . HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEN, F}. 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 2xl2'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHERS. RILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN (IMBED. SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 6 UNIT BUI DINkoff BUILDING Tr 17 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN FFMSSUFMS OPENING TYPE END ZONE MID ZONE ZONE 5 ZONE 4 WINDOIUS + 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 (8'xro,-8") - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'xs') - 36.7 - 30.0 9'-0" x 1'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-0" x'1'-0" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DESIGN PRESSURES BASED ON: REF. STANDARD ASCE 1-10 WIND SPEED (VULT) (3 SEC. GUST) 140 m.ph. 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Q; Ia- W U Fos. o 0 .� cq Z C W W �C U W Ld m O N Q .r �J V I � � o O _ V) N n Z F- �1 3: w0J �O O =Wr- �Q0 0 <0� —_ CL 12 J m DESIGN DRAWN ■ WMR LA v � 2113486 JOB No. 9 SCALE 9 0 9 � All e V h I R n ■ ■ ■EL■ � I m � v - v ■ ;n �r e _ I 0 ■■ ■ ■ -T cn m j- � ■ q . 0 ■ 1 I • • • ell 4'1,-0 16'-gll I'-0" T-2" _611 1_611 8 _81 1_21 4'-8" 6 I " 16'-8" 1'-2" 81_81 _61 11_611 X1_21 1'-0" 16'-8" 1 -01'-411 TPLACEMENT PLAN 3/16"=1'-0" S1'M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 8'-6" O.G. MAX UN.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. r INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a s rr� ' UA I t 06/30/12 1 SHT S3 W I— Q 0 z O ICL U Ld 0 pp W 7 [� W 3C �OI11111111/� y� p O `�� eoeoeese•e �/� cV � � r ee a mt LL.••• i�'�' 0 W O o z • Z 0�a•-Na 04 fes.._ ®a��0 U ��'� Q � J ® vZ Lu > e a ••,e�e••••e ••oee<(� iv 1: 0 � 11111 M M I�' Q 1 z r1V��rM �. Azo~p- m z L d i z � o CC i L z0�A o OQ i W Z a�o��o Q Z.. Q; Ia- W U Fos. o 0 .� cq Z C W W �C U W Ld m O N Q .r �J V I � � o O _ V) Z F- �1 3: w0J �O O =Wr- �Q0 0 <0� —_ CL 12 J m DESIGN DRAWN WMR LA CHECKED DWG.No. 2113486 JOB No. SCALE AS NOTED ' UA I t 06/30/12 1 SHT S3 J F3 F3 F3 2 F3 �I'Jim _ 1� a E-01'�! FT7 FTS COLUMN SCHEDULE F25A ww I w 2 2 F9 F9 F9 FT21 29 F9 F9 ■• v N N Y Ln N �c'1 iCi N N W W W W W W W W W W W W W LOAD BEARING KNEE WALL, ATTACHED TO CMU w/ ANCHOR BOLTS 0 32" O.C. 4-0 4-0 4-0 4'-011 HATCH INDICATES FIRE HATCH INDI ATE5 FIRE HATCH INDICATES FIRE RETARDANT PLYWOOD RETARDANir PLYWOOD RETARDANT PLYWOOD O(2) F21 �— I #2 BUILT UP F22 COLUMN ■ F TV FT3 #2 BUILT UP FT7 FTS COLUMN SCHEDULE F25A ww I w 2 2 F9 F9 F9 FT21 29 F9 F9 ■• v N N Y Ln N �c'1 iCi N N W W W W W W W W W W W W W LOAD BEARING KNEE WALL, ATTACHED TO CMU w/ ANCHOR BOLTS 0 32" O.C. 4-0 4-0 4-0 4'-011 HATCH INDICATES FIRE HATCH INDI ATE5 FIRE HATCH INDICATES FIRE RETARDANT PLYWOOD RETARDANir PLYWOOD RETARDANT PLYWOOD O(2) HEADER 2x4 SYP #2 BUILT UP STUD COLUMN ■ (3) 2x4 SYP #2 BUILT UP STUD COLUMN ■ 4x4 PT SYP #2 COLUMN T O(4) 2x4 SYP #2 BUILT UP STUD COLUMN ■ (2) 2x8 SYP #2 BUILT UP STUD COLUMN ■ (3) 2x6 SYP #2 BUILT UP STUD COLUMN nm (2) 2x6 SYP #2 BUILT UP STUD COLUMN CONNECTOR LEGEND HEADER SCHEDULE 10 LTT20B COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK FLOOR COLUMN AND CMU SOLID IN BETWEEN D JACK STUDSHEADER TAG HEADER FASTENERS (U.N.O.) EAO END OF SOLID IN FLOOR BETWEEN COLUMNS 31 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 U.N.O. LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET (2) 2X6's w/ T AI ING H2X6 1/2 SPACER STUD S 0 HDR EA END 1 DRILL & EPDXY w SIMPSON SET EPDXY (2) 2X8's w/ T ❑6 1 KING 15 H2X8 1/2" SPACER STUD 0 T HDR 0EA.END 2 HU210-2 (2) 2X10's w/ (10) 16d END KING 1g H2X10 1/2' SPACER STTO OD HDR O ND 2 (2) 2x12's w/ OAK H2X12 1/2 SPACER OD STTO HDR OEA.END 2 CONNECTOR LEGEND (1) META16 FLOOR TRUSS TO CMU 10 LTT20B COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK FLOOR COLUMN AND CMU SOLID IN BETWEEN D HTS1 6 II HTT4 w 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SOLID IN FLOOR BETWEEN COLUMNS 31 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 4] LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY EPDXY MIN. 5" EMBED 5❑ (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW DRILL & EPDXY w SIMPSON SET EPDXY ❑6 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED F-11 LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW ❑S HU210-2 ll SUL26, TRUSS TO LEDGER 5] (2) HTS16 TRUSS TO COLUMN OR TO HEADER 1g SUR26, TRUSS TO LEDGER EJ v 4'-0" HATCH INDICATES FIRE RETARDANT PLYWOOD F9 F9 F9 FT17 N F12 Fib FT25 1 FT13 FT 12 41-011 HATC INDICATES FIRE RETAIRDANT PLYWOOD It Iz a N ■ 4'-0" 11 �HATCH INDICATIf6 FIRE RETARDANT PL WOOD 1st FLOOR FRAMING FLAN 3/16 "=1 -o 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. TRUSS PER PL CONNEI PER PL (2) 2X 1/2" 1 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 0 12" O.C. CMU WALL PER 'I--�--H PLAN �� 3/4"=1'-011 1 (D-- EYEIBROW DETAIL AIL F3 F3 F3 F3 F3 FT3 FT1 FT2 F CJ16 • FLOORING GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2.REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3.ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ROOF NOTES: Ld 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO F— SERVE AS A TRUSS DESIGN. Q 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. Z 7. REFER TO MANUFACTURER SPECIFICATIONS FOR 0 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. U 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN U) LIVING SPACE IS ABOVE THE GARAGE. LL.I 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 A 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL _ SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING 1 TO BE PLACED WITH LONG DIMENSION PERPENDICULAR > TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL Ld UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. "' PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED ♦a♦��Q�` '� �i� a o 04 ♦ e„eeese• j w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM�♦ `� e•°•cc�t •�'••�t�,,..�� OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN Q �P•'�b FIELD. BLOCKING SHALL BE PLACED AT ALL wcmui csi 0 SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD v 'P C[ 0 ZZs, USED FOR UPLIFT & SHEAR RESISTANCE. ;5 ® ~' �:' J NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS '® ♦♦ SHALL BE 8d 0.131 RING SHANK NAILS. Q OTHER SHEATHING APPLICATIONS SHALL BdO31Xa� _ O 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN 3 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED 7— GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR Q COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE _j ' WITH ASTM A 153. Z CONNECTION NOTES: .� ALL TRUSS/BEAM TO MASONRY CONNECTORS f ^ w TO BE SIMPSON META16 (WITH A TSS IF THE v A OEM t, FRAMING IS NOT EQUIPPED WITH A MOISTURE Z Vp�2 Z BARRIER), U.N.O. ' cxrz w i, ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE � p a SIMPSON H2.5T U.N.O. L-) E-4 q vj m ATTACH TRUSSES WITH AN 8" RAISED HEEL TO Q �' rn 1 z m FRAME WALL WITH A MTS12 w/ (5) 10d NAILSr" �0 m 0 INTO THE TOP PLATE AND (5) 10d x 1 1/2" c g= 0 v, NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE Z � I � SPECIFIED BY TRUSS MANUFACTURER U.N.O. � � � w�o z ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS Ld p x CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE O F A' OF THE WALL, U.N.O. O Z p W SIMPSON H2.5A MAY BE USED ON CORNER O V JACK AND END TRUSSES WHERE UPLIFT LL DOES NOT EXCEED 535 LBS. W REPLACEMENT FOR = -+- OMITTED STRAPS: cn W MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR ANA 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: Lr) 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LA LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT W O TO DICTATE LOCATIONS OR CALCULATIONS 5A p 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 a O 4- ROOF VENT AREA FORMULA: Z SQ. FT. OF CL -G= AREA OF FREE VENTILATION REQ'D. (n 3:0 150 Li * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 1 :20 s 0 = LL Y 2X4 FRAMING OR 2X6 PT LEDGER W/ 2X4 FRAMING OR 0 }- Q 0 � PRE -ENG. TRUSSES (2) 1/4"X3-1/2" SDS PRE -ENG. TRUSSES �. :2 J Z " SCREWS 0 16O.C. 0 24" O.C. MAX. 0 24" O.C. MAX. W/ SIMPSON H4 TO::AW/ SIMPSON H4 TO1`n W �— ?ft_ LEDGER LEDGER � O Q U ::) ROOF SHEATHING ROOF SHEATHING Q FASTEN PER PLAN FLOOR SYSTEM FASTEN PER PLAN 0- � J m AND CON. PER USE 4 1Od NAILS PLAN DESIGN DRAWN () USE (4) 10d NAILS WMR LA FOR CONY. FRAMED FOR CONV. FRAMED ra - MEM. ONLY MEM. ONLY CHECKED 2X4 SCABBED TO JOBN . 2113496 TRUSS VERTICAL w/ JOB No. (2) 10d 0 3" O.C. 2X6 FACIA SCALE AS NOTED 2X6 FACIA DATE ATTACH 2X4 LEDGER TO 06/30/12 SCAB w/(4) 10d NAILS 3S43/4"=1'-011 EYE5ROLU DETo4IL 3/4"=1'-01� SHT 2nd FLOOR FRAMING PLAN IHUC410 BEAM TO B/U COLUMN I I5 I HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I I& I MSTC40 COLUMN ABOVE TO COLUMN BELOW IHU210-2 I Fri] I SUL26, TRUSS TO LEDGER I(2) HTS16 TRUSS TO COLUMN OR TO HEADER IFl-al I SUR26, TRUSS TO LEDGER 3/16"=1'-0" HEADER SCHEDULE CONNECTOR LEGEND O(2) OF JACK STUDS TAG (1) META16 FLOOR TRUSS TO CMU I0 LTT20B COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK COLUMN U.N.O. SOLID IN FLOOR BETWEEN COLUMN AND CMU a HTS16 I1 HTT4 w/ 5/8" COLUMN TO (4) ATR, TO INVERTED HTT4, 2X4 1st FLOOR COLUMN 2nd FLOOR BELOW. BLOCK (8) 16d END NAIL KING SYP H2X8 SOLID IN FLOOR BETWEEN COLUMNS 2 3� LSTA24 BEAM/GIRDER TO COLUMN IZ HUC210-2 H2X10 1/2" SPACER 4] LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 1NAIL KING EPDXY MIN. 5" EMBED H2X12 1/2 SPACER STUD T0 HDR ® EA. END 2 5❑ (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING O(3) 2x6 SYP w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW COLUMN IHUC410 BEAM TO B/U COLUMN I I5 I HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I I& I MSTC40 COLUMN ABOVE TO COLUMN BELOW IHU210-2 I Fri] I SUL26, TRUSS TO LEDGER I(2) HTS16 TRUSS TO COLUMN OR TO HEADER IFl-al I SUR26, TRUSS TO LEDGER 3/16"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE O(2) OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) A. END OF HEADER UP STUD COLUMN U.N.O. (2) 2X6's w/ (6) 16d END NAIL KING #2 H2X6 1/2" SPACER STUD TO HDR ® EA. END 1 OC (2) 2X8's w/ (8) 16d END NAIL KING SYP H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 O(4) (2) 2X10's w/ (10) 16d END NAIL KING SYP H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 COLUMN (2) 2x12's w/ 1NAIL KING 2x8 H2X12 1/2 SPACER STUD T0 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 016" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ®= NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS ® 6' O.C. PER ROW, STAGGERED 3" TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 0 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 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 MTSM 16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLC_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410-SDS O BEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" =1' -?>" I A � W /Lj �i `°°° U. • Z NILLI J �, yy� o � ; w �T_I— •••� • U Q ° ., Z J � J 0 3 � � Z < � rn r� W • C1t Z v�z 4 gz rk. m Q Zo m 0 haw o w 0 plc m LL_��EC F_ z PQ w N �N 0 x 00 00 W I m 00 0 zW Z 1A? -0 W �O 0 t; V U QJZ U— �0QO: ELM 1-m DESIGN DRAWN WMR JD9 CHECKED � CG/CC DWG. N0' 2113496_ JOB No. SCALE AS NOTED DATE 06/30/12 S5 SHT COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN OC 4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN O(2) 2x6 SYP #2 BUILT UP STUD COLUMN TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 0 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 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 MTSM 16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLC_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410-SDS O BEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" =1' -?>" I A � W /Lj �i `°°° U. • Z NILLI J �, yy� o � ; w �T_I— •••� • U Q ° ., Z J � J 0 3 � � Z < � rn r� W • C1t Z v�z 4 gz rk. m Q Zo m 0 haw o w 0 plc m LL_��EC F_ z PQ w N �N 0 x 00 00 W I m 00 0 zW Z 1A? -0 W �O 0 t; V U QJZ U— �0QO: ELM 1-m DESIGN DRAWN WMR JD9 CHECKED � CG/CC DWG. N0' 2113496_ JOB No. SCALE AS NOTED DATE 06/30/12 S5 SHT L9F16 L9F16 L9F16 L9F16 L5F16 L9F16 L9F16 L9F16 L9F16 L9F16 L9F16 L9P16 TYPE DESIGNATION °' MIN. (1) REQ'D a �1-1 /2" CLEAR F = FILLED W/ GROUT & BOTTOM) U = UNFILLED Q= FROM DATA FROM THE C.M.U. Q = a; LX FX_ J o .a LOTT'S CONCRETE. �Z T GROUT o LINTEL MARK) STANDARD LINTELS_ NOMINAL HEIGHT t5 REBAR AT BOTTOM • • F LINTEL CAVITY -5/8"ACTUAL , 8" DEEP 16" DEEP 24" DEEP 8" NOMINAL WIDTH MARK_ MAX. CLR. OPENING 6" DEEP 14" DEEP FILLED #5 REBAR AT TOP °' MIN. (1) REQ'D LOAD TABLE �1-1 /2" CLEAR W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED Q= FROM DATA FROM THE C.M.U. Q MAN. CAST -CRETE, 06/30/12 QUALITY PRECAST CO., LOTT'S CONCRETE. S6 GROUT o STANDARD LINTELS_ t5 REBAR AT BOTTOM F LINTEL CAVITY MARK , BOTTOM REINFORCING PROVIDED IN LINTEL e (VARIES) —5/8"ACTUAL 8" NOMINAL WIDTH UN -FILLED #5 REBAR AT TOP MIN. (1) REQ'D 1-1 /2" CLEAR C. C. GROUT BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 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 99=19-099 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 MECHANICAL 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 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 HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LxxF� —Precast Lintel W Q Z O IL U 0 w 0 >I w Z Q J LI.J � Z w W r�r = a N 0 ffu^^, U W W I � �O � O V) Z I-- V) 0 W O J � F LLI s O � >-Q0 J uQ z Ljj '' �V— ��QO� La..:2Jm DESIGN WMR A CHECKED DWG N z �o � m z [Erte+ nw � I zoacoD pozx G SAE-�0�'' z�.4 w Zow��a a 2 DRAWN °' PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, 06/30/12 QUALITY PRECAST CO., LOTT'S CONCRETE. S6 STANDARD LINTELS_ RECESSED LINTELS -FILLED MARK MAX. CLR. OPENING 8" UNFILLED 8" DEEP 16" DEEP 24" DEEP 32" DEEP MARK_ MAX. CLR. OPENING 6" DEEP 14" DEEP L1 2'-2" .2231 3069 6113 8974 10000 R1 3'-0" 1691 5206 L2 2'-10" 1783 3069 6113 8974 10000 R2 3'-4" 1425 5206 L3 3'-4" 1343 2693 6113 8974 10000 R3 3'-6" 1320 5206 L4 3'-10' 1217 2165 6113 8672 10000 R4 3'-8" 1230 5206 L5 4'-0" 1006 1663 5365 7342 10000 R5 4'-0" 1081 846 4567 3810 L6 4'-8" 860 1651 5365 7342 10000 R6 5'-0" L7 5'-2" 710 1423 4360 6036 8328 R7 6'-0" 693 526 2738 1568 L8 5'-10" 570 1232 3480 8360 8825LL R8 7'-0" L9 6'-10" 488 991 2661 5681 6472_ R9 8'-0" 415 1436 _ L10 7' " -8 _ 416 752 1843 3486 6,390 R10 9-'0" 415 1436 L11 8'-8" 354 726 1843 3486 6205 - L12 9 -10" 315 618 1533 4754 L13 10'-8" 292 567 1366 ____2781 2423 4006 L14 11'-4" 277 525 1254 _ 2193 3552 L15 11'-10" 255 471 1075 1838 2883 L16 12'-8" 239 458 1075 1838 2883 L17 13'-4" 0 430 1002 1697 2630 L18 14'-0" 0 418 1234 1779 2662 L19 14'-8" 0 379 1160 1660 2439 L20 16'-8" 0 288 950 1379 1997 L21 18'-8" 0 224 750 1177 1676 L22 19'-4" 0 180 598 1114 _ 1468 L23 20'-8" 0 177 598 1024 1441 L24 21'-4" 0 164 550 981 1376 L25 23'-4" 0 129 450 824 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 99=19-099 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 MECHANICAL 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 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 HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LxxF� —Precast Lintel W Q Z O IL U 0 w 0 >I w Z Q J LI.J � Z w W r�r = a N 0 ffu^^, U W W I � �O � O V) Z I-- V) 0 W O J � F LLI s O � >-Q0 J uQ z Ljj '' �V— ��QO� La..:2Jm DESIGN WMR A CHECKED DWG N z �o � m z [Erte+ nw � I zoacoD pozx G SAE-�0�'' z�.4 w Zow��a a 2 DRAWN SHT LA °' 2113496 JOB No. i� SCALE AS NOTED DATE 06/30/12 S6 SHT LA w Q C) 3/4" RECESS PER NG FG 1/2" G.W.B. OVER VAPOR 8" GMU BLOCK 1/2" GYP. BD. EA. SIDE SPECS GLASSIDR. BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR S" CMU BLOCK OF 2x IS m 16" O.C. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. SP -4 02x4) / 5P-6 (2x6) ° FURRING m 24" O.G. I BETWEEN 3/4" P.T. VERTICAL II I/2" x 7" WEDGE /SP -8 (2x8) d ° LOPE (1) 05 FROM FTG. TO II TIE BEAM SPLICE TO �/_— FURRING: m 24" O.G. (1) "5 FROM FTG. TO " 6 EACH STUD ANCHORS (o FROM TOP E BOTTOM ° ° ° 3-1/2" CONC. SLAB I BE MIN. 30" GROUT I I 3 1/2" GONG. SLAB II TIE BEAM SPLICE TO EA. END OF WALL AND m 32 O.G. PT. BOT. PLT. o °" SILL F MED ON 51TE w/ FIBERMESH REINF. CELL 50LID I w/ F15ERMESH REINF. I BE MIN. 30" GROUT ° OVER 6 MIL. I VAPOR BARRIER I SHWR I INTERIOR OVER ro MIL CELL SOLID ° XP JOINT VAPOR BARRIER •d —_ — --I ° 4 — — — — — -�� I I I _ . e' I I I I I I I I I I I I I I I I I I �- 4 1/2" CASING F--- ° a I— ° d 4 GRADE cA d I I I Lu ; . �—III, — — — — �„ —. a :—° •I _ _ _ � •� ' • ° < � _ — — — ; .• I I I I I I I I I I I I.•»°• •. �• I I—I I I I I I I- — I—III III=1 I I—I � I I I I— I � I=III=i I I III=III' 15 ALUMINUM THRESHOLD 3-1/2" CONC. SLAB � _ � c� • 4 s—I } � • dl I III— Z _III—� GOVT. (2) «s -i II- W/ 3 MIN. CLEAR II II I I I (2500 P.S.I.) W/ SILL FORMED ON 51TE (oxC� 10/10 W.W.M. (� w =III ° III=1 11= ' . � . , I I. _ 811 811 _ ,' `_° _ _ — _ —III N III A/C CHASE -III = °; - II—III PVC SLEEVE TO—III d III—I WHERE 2ND STORY OCCURS AND & MIL. VAPOR /�3/4" RECESS BARRIER ° III I I —I I �— MONOLITHIC FOUNDATION I i� III I II I Ii —=1 BE TWICE THE III I ' • ' I I=III — » FTG SHALL BE 1'-8" WIDE e 4 �Ic a W/ (2) "5 DIA. RODS CONI. —III—III— ISI GLEAN ON CHAIRS 1 -4 COMPACTED FILL ; II 'III=11 I II DIAMETER OF —I I — — _ —i PROTECTED PIPE III III—III—III— I I= I—III-III=I I1= III W/ l3 BARS °° - ° 95�o STANDARD UPLIFT CONNECTORS SUCH A$ 5P's, H's, AND ANCHOR BOLTS ARE NOT PER FCxa DENSITY WHERE 2ND STORY OCCURS 1'-0" (oil (1) "S CONT. 1 —4 REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALL5 REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. SPECS ° a FTG SHALL BE 1'-8" WIDE W/ 3" MIN. CLEAR EXP JOINT w/ (3) *5 BARS FOOTING SECTION 2 5HWR FTG 3 CHASE E DETAIL NTS 4 INT. 5�� WALL FTG. i � EXTERIOR DOOR � W W/ OCG NTS �� DETAIL NTS NTS fi=OUR�� SI�I.._S NTS � � W � N f `11 %✓' � W O �t�, •••......•••� ,��, .r o i z '` LL • : w O lei :: `- U • LL) .•uZ. 1 /2" GYP. BD. EA. SIDE OF 1/2" FILLED CELL ,,••"•••••••�•'®��``` J OJ ��/� y P�`` ���° 3 LZ a)O.C. a' 11111111111 1/2" J -BOLTS (o" FROM NON -LOAD BRG. WALL EA. END OF WALL AND SPACE 632" O.G. GARAGE " 1 (6 MIN. EMBED) NO 2 1/4 = �,, S" CMU BLOCK N 3 1/2" CONC. SLAB WEDGE ANCHORS ED E R SP -4 (2x4) / SP-ro (2xCo) TOP VIEWS CORNER "II Z Z cA I u1 iu ALLOWED /SP -8 (2x8) (K EACH STUD II ' (1) *5 FROM FTG. TO � ~ ` --�---- ---.--_----; GRADE � I I -4 > PT BOT. PLT. TOP � BOTTOM 3 1/2 GONG. SLAB 1U BE BNA 5" GROUT u1 w/ FIBERMESH REINF. �I , O I I °, ---- GARAGE WALL OVER ro MIL. I♦ CELL SOLID VAPOR BARRIER �'- A " z I—I I ------ + • •° CIO cb .b E- -III-1 I I„11 I I—I °— - a- - :-------- -- ��a a •• .. • • o 8” x 8" THICKENED ° ' (3) "5'5 CONT. 3 1/2" GONG. SLAB 411 �t 7III=_•x — •° a , I GRADE Z V. A vj CD Z aD SLAB w/ (l)'5 CONT. (2) "55 CONT. W/ 3" MIN. CLEAR 1011 1011 J —III—_ •° •. °' F —_ — O a Ma a W/ 3" MIN. CLEAR , ,• .III—I I=III III=III __ _ I -I I_I•I I—I i I=III— r t I I—I i d• i -� 2 a� UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR BOLTS ARE NOT ;I I—III IIII I (—III—= = III—I I I III—III—III—III—III=I I ,• —III— III III=I I o Q 0 RQ O z x REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLSI REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. 0" x 8" THICKENED _I I ISI I Ii III=III=III=) I =I i EDGE W/ (1) s � I—III—III—III—III— —I = __= I -- — — MONOLITHIC FOUNDATIO —�1J�— w U 0 0 O • O x a CONT. CLEAN p• J Z F III ;III=III=I -III—I I' W/ (2) *5 DIA. RODSTED FILL CONT. ON CHAIRS 1'-4" COMP STANDARD D oE+ E+ ix Z W C\z 95'r, DENSITY H O O � O �" WHERE 2ND STORY OCCURS W FTG SHALL BE 1'-8" WIDE Ld � T�IC��1�1�1� ���� OFFSET FOOTING � C� , S 0��5�1' FOOTING �� I C�G�N� I� �L7C-�� 9 w/ (3) � BARS � C�,4R14C�� CUR�3 0 _ NTS NON5E AR ING NTS ,� IN 3/���_��_��� 5 R G 6GARAGE DOOR NTS 1� DETAIL NTS i LO I 1�1 Ld M O OV) z 1i 1/2" G.W.B. OVER 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK BARRIER W/ R-3 INSUL. BEYOND 1/2" G.W.B. OVER (%) O W J 1 1/2" P.T. VERTfGAL II 8" CMU BLOCK BETWEEN 3/4" P.T. VERTICAL FURRING 's 24" D.G. 1 1/2" P.T. VERTICAL II 8" CMU BLOCK O FURRING 24" O.C. EXTERIOR DOOR FURRING 6 24" O.C. SII O (1) 05 FROM FTG. TO II (1) "5 FROM FTG. TO = w e-- II TIE BEAM SPLICE TO 05'5 3-1/2" GONG. SLAB "5'S CONT. II TIE BEAM SPLICE TO Y (3) CONT. BE MIN. 30" GROUT W/ 3" MIN. CLEAR II CELL SOLID w/ FIBERMESH REINF. OVER 6 MIL. TL. THRESHOLD SET W/ 3" MIN. CLEAR BE MIN. 30" GROUT W1 ct1 I CELL SOLID }'QO � IN SEALENT VAPOR BARRI IT :2 J Z • dLLJ ' Y _ _ d d • 4 I I—I—I I ; I —III= d a GRADE a III—III— ° ---- ------ -i-- - °=------------ • • — — °� •° $ •d _ U J e —_-III—III I I 4 d III—I I _ I—I I I_I •. I—III—I I I_ _ _ --_ — — _ -I I i—III d° i I I—I I I—III- `v = ,III—III—III � ° •» _— • { I I—III—,' � � Q O � � m - -I _ —_ I i I- —III—i I—III—i 1- I_I I I • ° ° _—Iii 11 I I I_I I I_ I I _I•I —III=III III —III _ — — 1= I=I ° 4 I III=III=GLEAN �I 4. —III—III—I I _ — —d •— I—III— 11- III DESIGN DRAWN — —III-III=III=III I — — — COMPACTED FILL — — — —_—_—_ —III I I-III—III III=1 I I=III=III—III I � 1 �- WMR LA __ CHECKED 11 11 �1 9551. -III; I i III=III—III=III- DENSITY 'l -III— I I- =III=III III=III—I I— 8 21-011 8 MONOLITHIC FOUNDATIONI I—I I I—III—� 1 1 DWG.No. 2113496 —I W/ (2) "5 DIA. RODS CONT. I 1=III_ 811 21-011 811 ON CHAIRS JOB No. p SCALE AS NOTED WHERE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE W/(3)05 BARS DATE 06/30/12 PARTY WALL �a ENTRY DOOR '3 GARAGE CURS NOT NOT � >> ��_ D� TAIL NTS AT RAR�'YWALL 3/�.�� _ �,_��, USED USED � SD1 FOOT NCS 3/� -1-� SHT 1/2" GYP. BOARD " O.S.B. SHEATHINCs 1/2" GYP. BOARD -1/1e0" O.S.B. SHEATHING L,J �i/1 o 2x4 STUDS Ido" O.C. DECKING PER 2x4 STUDS -S16" O.C. DECKING PER Ix— FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE Q SCHEDULE SCHEDULE -- - - h, AATTACHRIBBON 0 BOARD TO TRUSS TRUSS (BY TRUSS (BY TRUSSPER PLAN w/ (3) 10d NAILS OTHERS) OTHERS) " 1/2ANCHOR BOLT w/ ATTACH SHEATHING TO WASHER is 32" O.G.,•3�/ „ RIBBON BOARD WITH DRILLED AND EPDXY w/ OL Sd NAILS m 3" O.G. SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO min FLOOR TRUSSES WITH Sd NAILS g 3" O.C. WALL •�(2) 8d NAILS EVERY 3"SHEATHING TO BOTTOM oO.G. PLATE A O °I/2" GYP. BOARO.S.B. TO OVERLAP BOT. PLATE 1 1/4" D METAIro PER PLAN HGAIOKT 48" O.., — (MIN.) CHGAIOKT s 48" O.C., Of 8" CMU WALL ° TRU55 TO TOP TRUSS TO TOP U PLATE PLATE PT lx NAILER N A5 REQ'D. W NOTE: REFER TO TRU55 MAN. SPECS FOR BLOCKING REQ. :R-8" CMU WALL NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECT I ON 2 2 STORY CONNECTION DOUBLE TOP PLATE, U.N.O. DOUBLE TOP ' - 1 'I 11 _ PLATE, U.N.O. _ PARALLEL LL v2 -I 0PERF. WALL > 1/2 - 1-� SP4 G EACH STUD SP4 m EACH STUD -i/16 058, NAIL TO BRG UJALL PER PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. W 2X4's S) Ido" O.C. DOUBLE BOTTOM PLATE FIRE RATED WALL FIRE RACED WALL SYSTEM, SEE SYSTEM, SEE UPSIDE DOWN H10 (OR H10-2 FOR ARCHITECTURAL ARCHITECTURAL `����� e� N 2 -PLY), BOTTOM PLATE TO EACH PAGES FOR PAGES FOR c� ��� ��`�J7� �i �f TRUSS. SLIT FLOOR DECKINCx TO MID -POINT DESCRIPTION MID -POINT DESCRIPTION ¢ ����.�•.••�°•°u'••�/►��i NW o BLOCKING BLOCKING ,�`� ®�C> o I Z ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS `�°• z 0 `� .4 G i W 111 • � �" U • a • • • see a y 2x STUDS 6 16" 3 O.G. PER PLAN2x STUDS S lro" a 9'-4" AFF O.C. PER PLAN BRG. NGT. SP4 m EACH STUD V J r ^:, TRUSS PER PLAN _jO WALL TO FLOOR TRUSS (1 OR 2 PLIES) FLOOR 0 3 CONNECTION DETAIL u- 1-011 DECKING PER �) Q A . cv -, 5P4 �+ EACH PLAN S �-' F STUD FLOOR SYSTEM W '� z 1/z GYP.FLOOR /leo O.S.B. SHEATHING 10d NAILS 6 16" O.C. PER PLAN 0 O a --2x4, g 16" O.C. ROOF SHEATHING 16" HIGH KNEE zo� om DECKING PER �Tl P) g 16 O.G. FASTEN PER PLAN WALL, STUD 0 E~ F z FLOOR NAILING 2x4 BOTTOM PLATE SPACING 16" 0.4 E" C z p SCHEDULE �; 'iz" GYP. BOARD O.C. c q d' H paE (2) 10d NAILS m O W IST FLOOR BRG HCsT z z b" O.C. TRUSS U (D O TOP CHORD TO 2X4 REFER TO PLANS & Z 9 O w EXT. SHEATHING CONT. � Z W � 2x4, CONTINUOUS FLOOR DECK pOMTOP PLT. OF GIRDER, FASTEN ~ C v 1/2" DIA ALL THREAD I I I/2" DIA ALL THREAD ROD N PER PLAN ,177 ROD m 48" O.G., 5" g 48" O.C., 5" EMBED, ~ EMBED, DRILL EPDXY DRILL 4 EPDXY w/ Ld META16 EACH 8d NAILS a 3" O.C. w/ SIMPSON SET EPDXY I I W TRUSS VERTICAL WALL SHEATHING TO GIRDER PER PLAN OR EQUIVALENT I I EQ SIMPSONSETEPDXY OR i= TRUSS BOTTOM a CHORD I 2x4 PT FURRING I 2x4 PT FURRING x a n 2X NAILER W/ (2)O.C. � 24 O.C.O.G. GYP. BOARD 10d NAILS g 16" O.G. 24 OC — I PT Ix NAILER TRUSS AS REQ'D. I I � Ln w � 2 STORY CONNECTION WALL TO GIRDER I Ld O ' � r'..'PARALLEL WALL > 1/2 =I CONNECTION DETAIL > in 21 8" CMU WALL o 8 o CMU WALL r V) Z f— (n O I I � Ld O (I) *5 FROM FTG. TO (1) "5 FROM FTG. TO O TIE BEAM SPLICE TIE BEAM SPLICE = w II TO BE MIN. 30" I TO BE MIN. 30" .571 GROUT CELL SOLID II GROUT CELL SOLID Y /2' GYP. BOARD DECKING PER 1/16" OSB OR FLOOR NAILING �a 1/2" PLYWOOD SCHEDULE iI II LLJ � F— C) Aa a a e HU26 TRUSS TO LEDGER 4 a a I ` ° a ° ° o ^ M — a —_— y 4 li � � W LVL OR GIRDER III=1 11=11 I ° a a =1 = I=� _=1 I I=1 ° ° a �a = --_� DESIGN DRAWN ___ _ __ IEdI1— WMR �,g PER PLAN —III—III—i I III—III—III '—I 1=1 11=1 '° �I 11=1 11=1 DOUBLE 2X8 LEDGER. ATTACH =1 I I—III—� _ I 1=1 1=1 li �; III--- — — _ — -- —_ - CHECKED 1st PLY TO FLOOR TRUSS w/ (4) GMU WALL �_ — —III _ o _ III—I 1 I— I _ 10d NAILS IN EACH VERTICAL. PER PLAN III -1 I I-1 I I—III_ — I—III—III—_—III— — I I—III—_— DWG.No. ad NAILS 3" O.C. ATTACH 2nd PLY TO let PLY WITH — — 2113496 _ E9 I E _=1 I I—I =— 11" (2) ROWS OF 10d NAILS ,w 6 O.G. — — — I I—i JOB No. ;x:.�. �� _ PER ROW STAGGERED 3 SCALE AS NOTED NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. DATE 06/30/12 2 STORY CONNECTION TRUSS TO LEDGER a 2 STORY � � � FARTYWAL L SECTION STAIRS 3/4 21 -0 9 2 STORY FARTYW AL L SECTION 3/4,121 ' AT PARALLEL WALL NTS CONNECTION� SD2 SHT FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C- MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL PROVIDE 1/4" PLY ON BOT. OF BLOCKS - L 1 I 1 I ALL LAPS IN MASONRY 25" RUNNING BAR — 05 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOWMANUFACTURER 2 TTP. CORNER VERT, 1 FRAMING DETAIL NTS WALL REINFORCING BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DTL. (1)05 IN TIE BEAM (1)"5 BAR IN PRECAST LINTEL C2✓'s VERTICAL IN GROUT FILLED CELL I (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED NTS 01-011 FIN. FL. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. RE INFORC INCA„ 1/2 =1 -0 NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC-RESIDENTIAL 2. 2X PT 5UCKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6” FROM ENDS AND I( D.G. MAX. TAPCONS 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 t0 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 5TAGGEREDa121' O.G. -mEA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS e16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING 7 jam i-1 CENTER BUCK 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK GROUT TIE BEAM COARSE SOLID - NOM. 8" CMU (1)"5 CONT. IN TIE BEAM COARSE PROVIDE HANGERS tD HOLD BAR IN PLACE DURING POUR, REFER tD MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED •HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD IS MET PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/5" 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. list BOLT t0 BE S" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) S 5UC< DETAIL TIE -BEAM �m 2x6 STUDS 9 16" O.G. W/ SP6's TOP 4 BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE - ALUM. DRIP EDGE RECAST 2x4 CONT. SUBFASCIA WIN I ..-, . _ '. • _ • _ _ _ � (1) A33 EA. SIDE OD 2X Lu/ 3/16 "x3 -1/4" TAPCONS TO CMU AND (4) 10dAll NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPGONS TO CMU AND (4) 10dxtY" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 (OR BETTER) SYP PRECAST SILL �.■.L.� TYP. SINGLE TIE -BEAM ems■ W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. ■1�1 114' HOLD � TO PLT. MIME PT 2X8 PLT., WINDOW ®e■ e' tee■ �� mm = 1/2" J -BOLTS w/ CLG. NAILING ems■ r SURFACE �� m EMBED) MIN. 6" Mimi p FROM EA. END AND MIME PROVIDE 16d NAILS 32" O.G. MAX. MIN Z mem TO PLT. 6 12" O.C. ■1�1 ems■ NON -LOAD BEARING HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW FIRE RATED PANEL L 1 I 1 I ALL LAPS IN MASONRY 25" RUNNING BAR — 05 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOWMANUFACTURER 2 TTP. CORNER VERT, 1 FRAMING DETAIL NTS WALL REINFORCING BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DTL. (1)05 IN TIE BEAM (1)"5 BAR IN PRECAST LINTEL C2✓'s VERTICAL IN GROUT FILLED CELL I (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED NTS 01-011 FIN. FL. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. RE INFORC INCA„ 1/2 =1 -0 NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC-RESIDENTIAL 2. 2X PT 5UCKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6” FROM ENDS AND I( D.G. MAX. TAPCONS 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 t0 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 5TAGGEREDa121' O.G. -mEA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS e16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING 7 jam i-1 CENTER BUCK 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK GROUT TIE BEAM COARSE SOLID - NOM. 8" CMU (1)"5 CONT. IN TIE BEAM COARSE PROVIDE HANGERS tD HOLD BAR IN PLACE DURING POUR, REFER tD MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED •HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD IS MET PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/5" 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. list BOLT t0 BE S" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) S 5UC< DETAIL TIE -BEAM �m 2x6 STUDS 9 16" O.G. W/ SP6's TOP 4 BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE - ALUM. DRIP EDGE RECAST 2x4 CONT. SUBFASCIA r o= \\ -•L VENTED ALUM. SOFFIT (1) A33 EA. SIDE OD 2X Lu/ 3/16 "x3 -1/4" TAPCONS TO CMU AND (4) 10dAll NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPGONS TO CMU AND (4) 10dxtY" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 (OR BETTER) SYP PRECAST SILL M/ TYP. SINGLE TIE -BEAM W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG 114' HOLD � TO PLT. PT 2X8 PLT., WINDOW _w -q Q PER FLOOR PLAN > = 1/2" J -BOLTS w/ CLG. NAILING r SURFACE m EMBED) MIN. 6" p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. 5/8" TYPE X GYP. BD. Z TO PLT. 6 12" O.C. MAX. NON -LOAD BEARING HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW FIRE RATED PANEL I/2" DIA. THREADED ROD W/ COUPLER (IF WINDOW CONNECTION DETAIL NTS ,l/a10:l'-011 CONT. FROM BEAM TO FOOTING. O STEP DOWN TIE BEAM 2x4 BLOCKS, (2) 16d NAILS im EA. END. BLOCK ADJACENT BAYS m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS b" O.C. (5) 166 NAILS � BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING 6 48" O.G. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU — LINTEL m OPENING MARBLE SILL - 1X2 P.T. FURRING a 2'-011 O.G. PRECAST GONG. SILL TYP. m ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS 1X4 P.T. NAILER WOOD BASE 3-1/2" GONG. SLAB_ PER PLAN PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUR SPEC.) 15" ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. TOP OF MASONRY Y 2x6 STUDS 9 16" O.G. W/ SP6's TOP 4 BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE - ALUM. DRIP EDGE EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.G. 2x4 CONT. SUBFASCIA r o= \\ -•L VENTED ALUM. SOFFIT SEAM (APPLIED ACCORDING TO M/ TYP. SINGLE TIE -BEAM W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG 114' HOLD � TO PLT. PT 2X8 PLT., WINDOW _w -q Q PER FLOOR PLAN > NTS I O TYPICAL BLOCK WALL SECTION fREFER TO PLANS FOR -4" MAX. EXACT SIZE OF O.N. CONT. 2x4 2X4'8 6 24" O.C. - GABLE END SHEATHING FASTEN PER PLAN. - SPLICE AS REQ'D. -SIMPSON HGA-10 48" O.C. OSB NOT REQUIRED TO BE CONT. m THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN NTS 2x6 STUDS 9 16" O.G. W/ SP6's TOP 4 BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE SIMPSON H-10 DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ Sd NAILS 3" O.G. ••-NOTE: GABLES SMALLER THAN 6' DO NOT REQUIRE BRACING... SEAM CONNECTION W F - Q Q SIMPSON A23 z = 6EA. BRACE 114' HOLD � TO PLT. PT 2X8 PLT., d m CANT. FOR = 1/2" J -BOLTS w/ CLG. NAILING Q WASHERS (MIN. 6" SURFACE m EMBED) MIN. 6" p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. 5/8" TYPE X GYP. BD. GABLE END TRUSS TO PLT. 6 12" O.C. MAX. NON -LOAD BEARING HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW TIE BEAM COURSE W/0/*5 GOVT. -NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING— CMU WALL CONNECTION g GABLE END DETAILS N.TZ. SPEC.) EXTERIOR FIN15H (SEE ELEVATIONS) VERT REINF. BEYOND 5x8x1(o CONC BLOCK MAIN FLOOR ELEV 0'-0" c1Snan,-0.1 I i.-_ n ins �, REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. e THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H-10 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 5/8" TYPE X GYP. BD. DECKING PER 2x6 STUDS 9 16" O.G. W/ SP6's TOP 4 BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE W F - Q Q FLOOR NAILING SCHEDULE 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL I/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), 6" EMBED ATTACH GYP. BD TO Z PANEL WITH (2) 8d D NAILS EVERY 3" O.C. Ir - 4 IL 1/2" GYP. BOARD META16 PER PLAN Ck� d • N PT Ix NAILER Q AS REQ'D. 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION 1,, =1.-m"" 0 ALT. UJ/ FIRE RATED PANEL O.S.B. 1/2" GYP. BOARD SHEATHING\T' - - 2x4 STUDS a A >: DECKING PER 16" O.C. �, W FLOOR NAILING 2x4 BOTTOM SCHEDULE PLATE I _i: ATTACH "'II W �t SHEATHING TO RIBBON� fZ N •BOARD WITH Sd NAILS ovc N3" O.C. LU Z C*�: Qe t4Q V ATTACH TO FLOOR �,•,•.....••,✓ �� Q .y SHEATHINGft cm TRUSSES o '���>i��� ►'. ��e`� O WITH (2) ii1il IV;..j 8d NAILS d EVERY 3" pr 1/2" GYP META16 PER PLAN O.G. BOARD 4. a Lj• 1 Pt Ix NAILER A5 REQ'D. t` 8" CMU WALL 2 STORY CONNECTION 1_1 � c Q wz r- �� AT CANTILEVERce r'=�$-®il ~ A coZ I "' Z��A0 LJm N 04 E -4 c 044 � Am QZ�� w o �a� o o J Z F--- Z O 0 � 0UJI U W o N 0 LO W I 13 NOT USED : o a 0 Z f— 11 ()3.D W D s O~� s :E LijJ Ld _Z nn F- U --- 0 0 m DESIGN DRAWN WMR LA CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 ,� NOT USED � S D 3 SHT TOLERANCES: ALL DIMENSION t0 BE HELD WITHIN +- 114" I" EDGE 12" EDGE- 2�" EDGE-� 10dX3" p COMMON p p W Y2 W lu '12y2"10 y 10 2y4 11, 6X311 COMMON-- X_____' COMMON z Z OFF. 51DE U U QI IILI I 0- I I N 10dX3" COMMON OFF. SIDE (2 )2X4's (2)2Xro's (2)2X8's (2) 2x COLUMN 2X 5U I L T- Ui* STUD COLUMN DETAILS 11/211=1'-m" DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE NAILING PATTERN PER NAILING SCHEDULE. T - - - . CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d m EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS -s EA. END. BLOCK ADJACENT BAYS m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS •� 6 " O.C. (5) 16d NAILS BRACE TO BLOCKING NOTE. p iu z Q N z Q N EDGE DISTANCE PER DETAIL IN51DE FLY NAILS NAILED AT S" O/C STAGGERED. OUTSIDE OUTSIDE NAILS NAILED AT S" O/C. 2X's (3) or (4) 2x COLUMN 1/161,05 JOINT NAILING PEf SCHEDULE TUD YPSUM WALLBOARD <4 BLOCKING PLACED _ATWISE (2) 16d NAILS 4CH END 1/2" PLYWOOD OR 7/16" 0.5.8. 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 BLOCKINEs-� PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING 9 48" O.C. MAX. 45' FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS 12" — (U.N.O.) i i PROVIDE BLOCKING BETWEEN TRUSS BAYS 48" O.G. FOR FIRST 3 BAYS H2.5 a EACH TRUSS TO LEDGER (u.N.o.) SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 1-411 •.. 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 2X4'5 24" D.C. GABLE END SHEATHING FASTEN PER PLAN, 5PL ICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRU85ES 6 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)106 NAILS FOR GONV. FRAMED MEM. ONLY dX3" dX3" �. SIDE ISTANCE PER SIL 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/ 3-10d COMMON NAILS 6 ENDS. NAIL PLATES CONT. W/7 10d COMMONS 16 " O.C. NAIL JACK STUDS AND FULL 3(b OSB DRAFT LENGTH STUDS TOGETHER W/ 106's STOP STAGGERED 6 12" O.C. (EACH NAIL m 16" O.C. PLY) TOP 4 BOTTOM ODRAFT STOP DETAIL 2X LEDGER TO RIM50ARD 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 ^; INSULATION SHEATHING PER PLAN ?' SILL ATTACH PER PLAN O 15* FELT DRAINAGE PLANE 2X4 STUDS 2'-0" O.G. FLOOR NAILING i O 1/8" STUCCO THICKNESS OVERLAP Z -FLASH R3 INSUL. BETWEEN 3/4" FURR STRIPS 8" CMU REFER TO PLAN8 O PAPERBACK LATH is '' lO MEMBRANE STRIP COVERING WOOD PLAN 1x4 P.T. NAILER FRAME/MASONRY INTESECTION UNDER REFER TO PLANS LAP SIDING EXPANSION JOINT TO EXTEND 2" WOOD BASE II BELOW CMU METAL Z -FLASH 3-1/2" CONIC I NAILER e° i 2 METAL OR PLASTIC EXPANSION JOINT TIE BEAM REFER BD. '. P FROM TOP OF CMU O 5/8" STUCCO OR GEMENT IOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL 1 = 1'-0" REFER TO HEADER SCHEDULE FOR HEADER SIZE, OFJACK STUDS 4 CONNECTOR REQUIREMENTS. SP2 OR 61=4 EA. STUD OR A5 SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED TO CMU WALL AS EXTERIOR WALLS, SEE NAILING REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. 1" IIDSPAN BLOCKING INTERIOR WALLS: BETWEEN EA. SCUD APPLY 1/2" GYP BOARD AS 5P2 OR 5P4 EA. STUD OR AS (4) EQ. SPACED NEEDED SPECIFIED ON THE PLAN �I 3/16"x4" SIMP50N NOTE: NO HEADER OR STUD TITENS (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS IF FROM TOP AND SUPPORTING FLOOR TRUSSES BOTTOM ONLY). (SEE CONNECTOR CHART) 1/2" x 7" J -BOLTS 6" FROM EA.L� LL_ END OF WALL AND '832" O.G. NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS -+ 16" O.C. OR POWER DRIVEN) 6 16" O.G. 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 OSIDING TO STUCCO FLASHING DETAIL TILE ON *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 ri R-30 INSULATION ALUM. DRIP EDGE 1/2" GYP. BD. CLG. 2x4 CONT. SUBFASC I A YT HDR. AS PER PLAN VENTED e ALL FRAMED SOFFIT OPENINGS PRECAST CMU LINTEL Q OPENING WINDOW PER FLR. PLAN INSULATION 2" GDX PLYWOOD OR "1/16" 058, SILL ATTACH PER PLAN 1x2 P.T. FURRING g DECKING PER 2X4 STUDS 2'-0" O.G. FLOOR NAILING DRAINAGE PLANE (WRB). SCHEDULE OVERLAP Z -FLASH R3 INSUL. BETWEEN 3/4" FURR STRIPS 8" CMU REFER TO PLAN8 F— PRE -ENG. META16 PER I FLOOR SYSTEM or PLAN 1x4 P.T. NAILER FULL HEIGHT. SEE REFER TO PLANS LAP SIDING FLOOR PLAN FOR WOOD BASE II Ix P.T. METAL Z -FLASH 3-1/2" CONIC I NAILER e° SHEATHING w/ WRAP i/' " 2 GYP. TIE BEAM REFER BD. TO DETAIL 3 5HT. SD3 PRECAST CMU LINTEL Q OPENING WINDOW PER FLR. PLAN REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORE' WALL SECTION MARBLE SILL PRECAST CONC SILL 1x2 P.T. FURRING g LLJ 2'-0" O.G. DRAINAGE PLANE (WRB). OVERLAP Z -FLASH R3 INSUL. BETWEEN 3/4" FURR STRIPS 8" CMU F— 0) *5 VERT. IN I GROUTED CELL 1x4 P.T. NAILER FULL HEIGHT. SEE _v FLOOR PLAN FOR WOOD BASE II LOCATIONS METAL Z -FLASH 3-1/2" CONIC I SLAB CEMENT ITIOUS D FINISH a - - 4'1 : 04 4..0 I' ——.—.�—r—A--��—.�— _____ FiN. FL. — GRADE 5/8" STUCCO OVER MASONRY/BLOCK I I I—I I I—I I I I, 111=I ° III—III—III— I I—I i F— I I I— _ 11—III—III—III—II I—III-11 I—III 4 a � 4� a l l III—III--II1-1 p I_I I I—III—I I I _ ° i I I—III—III—IIi REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORE' WALL SECTION LLJ F— D O 0L U w 0 i i ' Ld it 0.` '� w 04 �, ••• d. A �� V_ W LL O a �� z • CaV N -„A' z r «J ® Q J I I' ' ,� • � Q 0511 3 LZ N Z No Q �o,0 Wz°'-�� I— A 0 r W �oZcn Igz 0 �U0 m z0�A ; m I..L 0.4 OZ1 o A p." ONOcn 0 W w Z U D px 094 O L) Ld V) (n I Wp D 0 V n Z D 11 � bJ J p .d. 2wr— Y > Q � � �JZ W _ Q 0m CL_ SIGN DRAWNWMR LA ECKED DWG.No. 2113496 J08 No. sc a�E AS NOTED DATE 06/30/12 SD4 SHT DensGlass"" Ultra Shaftliner Area Separation Walls 46. Georgla-Pacitic Gypsum The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control, The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the ruuf to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wail. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and mold -resistant Shaftliner panel - Dair lass"' Ultra Shaftliner, Components 2x4 Wood Framing 1" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o.c. Bark -to -back C•Tracks 1/2" DensArmor Plus* Interior Panel Aluminum Breakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGiass Ultra Shaftliner panels are covered by a 12 -month in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fre Testing and Building Code Compliance The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULC S-101. The Georgia-Pacific Gypsum 2 -hour fire -rated Area Separation Wall assembly, constructed using DensGlass Ultra Shaftliner panels, is listed by Underwriters Lobor Laboratory ry(UL!Un Underwriters Laboratories of Canada JULQ and Warnock nock H rseY-Inte motional (WHIATS) and meets the requirements sof the 2006 International Building Coded i (BC} Section 705 "Party Walls," and Section 705, "Fire Walls." the Pacif' c Gypsum Area Separation on Wall assembly is listed i n the UL Resistance Directory under UL Design U 373, the ULC Fire Resistance Directory ryULC Design No.W312 and the Will Fite Resistance Directoryrecto ryunder WHI GP/WA 120-04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119. CAUTION: For product ars, wfr ty and an icdermstioa; go to gp.canllsafsWrdo, ror lalast mlormation and updutos. Technical Service Natline 1.nne22i6119 01 www.gpprywm,cern • 3 .( GeorglaPatifk DensGlass'" Ultra Shaftliner Area Separation Walls 6yp"um System Assemblies - 2 -Hour Ratings Construction Detail Assembly Components STC Test Reference i Two layers 1" DensGlass" Ultra on UL DESIGN U373 Shaftliner Inserted in H -Studs 24" o c. ULC W312 Min. 3/4" airspace between liner panels WHI GP/WA 120-03 and adjacent wood or metal framing. RAI- TL89.383 $Now" Two layers 1" DensGlass Ultra Shaftliner BO inserted se ed to H Studs 24" o.c. Min. 3/4' air space on both sides must be maintained between liner panels and adjacent framing. Sound Tested with 2 x 4 stud wall with 1/2" DensArmor Plus" interior panel each side of assembly and 3-1/2" fiberglass insulation in stud space both sides. Part- Thickness: 3" 3884 Weight per Sq. Ft., 9.5 Two layers i" DensGlass Ultra Shaftliner inserted in H -Studs 24" o -c. Metal framing covered using 6" wide or 1/2" DensArmor Plus Fireguard", Type C Interior Panel or 1/2" ToughRock* Fireguards type C gypsum board. Breakaway clip facings and height of wall differ between UL Design U373 and WHI GP/WA 720-04, UL DESIGN U373 ULC DESIGN W312 WHI GP/WA 120-04 Based on RAL 1189-383 WHI 495.0743 Geor•Biafacifk DenisGlass- Ultra Shaftliner Area Separation Walls Gypsum Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is cofistructed once the framing for one townhouse unit is complete and adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away pfior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the from the wall framing to accommodate the 1" DensGlass" Ultra Shaftliner panels used as firablocking between the floor levels. The UL Design U373 Area Separation Wall Assembly was evaluated at a height up to 44' and the WHITS 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 spaced a maximum of 24" o.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track tomaximize 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 wait. Install the H -Stud over the double beveled edges of the shaftfiner panels and continue alternately until the wall has reached the opposite end of the foundation. Terminate the wall using a C -Track: The vertical C -Tracks at each end of the wall should be attached in the corners to the horizorrtal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. Note., 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 comers 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 Wail assembly is specified, the breakaway clips s should be located vertically each floor level (10'0" o.c. and horizontal) o y n every H Stud (24" o.c.)- When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be 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 WHI/ITS Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips P y c ps should be located vertically at each floor level (10'0" o.c:) and horizontally on every other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every 8'0" maximum for the low every 10'0" maximum for the upper 48'0" of the wall assembly. lower 20 0" and 5. 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, sae 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 -T -rack joints a minimum of 12". 7. If a parapet is not specified, see Special Conditions, item 11 for two code -compliant methods for installing a gypsum board roof undarlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation WAIL g Y p Aluminum Angle Clip C -Track, Cap, Edge H -Stud, 25-Gaoge or End Closure n 4 M r I , k a� rr "" e .,, „n, ; ci• t� ,i z" 1ta 2-1 r r„ - 21/2" -• /4" 2" CAUTION: for produo fire, saisty and use ntdormetion, go to Wcmrcl/sais"Iffic. 4- For fain -sr inlnrtnanon mt updarr s: Technical Service Hotline 1.801.71$,9119 or www.gpgrpenrn,mxa GleorglaVocif9c Details Finn Wall FireolockirI required - 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw - __- Sealant .. _... --.-.-- Acoustic sealant (as requiret Joist - 2" C -track fastener 24" o.c. DensGless- Ultra Shaftliner Area Separation Intersection at roof Intermediate floor Foundation Roof deck per code requirement Roof truss to -back C -tracks 'Drywall screw 1sGiass" Ultra Shaftliner panels -__it, as required DensGlass- Ultra Shaftliner Area Separation Walls 0$ih, Gealrgiaftci(k GV" -- Special Conditions 1, When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H Stud using a minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESl ERN Building Systems and Telling Industries for modified clips. Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing, The adjacent framed wall can be designed as load baari% 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 alumi- num breakaway clip, 6. The support walls 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, 112" DensArmor Pluse Fireguard"Type C or 1/2" ToughRW FireguardO Type C or 5/8" ToughRock FireguardType 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 not 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, baits or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fireblock, (Section 717,2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a.parapet. 10. 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 C -Stud. Where the shaftliner panels are not tight to the structural sheathing; apply an approved fireblocking material Isee Special Conditions, 08) 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" x2" 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 of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with 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 line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. For specialized end-use areas, s uch as b8throo ms the ad1acelitIra ed walls can he covered d with RensShleId " Tile Backer from Georgia-Pacific In Ii eu of standard piper- a ced gypsum board or fiberglass mat -faced interior panels. 15. An offset occurs whenn unit o eu to extends ds st the front or back c edge - Pa a t unit- The H studs of d9 the Area Separation l� slice Wall Pa are not designed for hanging sheathing and cladding so planning is required before construction begins. There are two ways to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 20 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit, Both scenarios are shown in the Details section of this brochure, CAUr1iMl: For product fire, safety and use ideraletion, go to gp.co tivetetyiedo. for lat"t information aril updates. Technical Service aadlne 1.100225.6119 lir www.gMpemr.com • 5 DenarGlass- Ultra Shaftliner Area Separation Walls eyCooMia-Pecinc Details Attic - Adjacent In Trusses'' 1" DensGlass Ultra Shaftliner panels �- H -stud No minimum air space ._.m _.. Wood truss 6" Wide 1/2" DensArmor Pius- Fireguard" Type C parcels or "Only applies if solid wall is accessible. 1/2" ToughRock, Fireguard Type C or If not accessible, the strips are not required. 5/8" ToughRock Fireguard Type X or 1" DensGlass" Uftra Shaftliner panels Typical Rooi inaction - Caulk (smoke tight joint) I Layer of 5/8" DensArmor Plus' 2" x 2" ledger strips Roofing Roof deck Tyles X gypsum panel (or m required by nodes) IBM Breakaway clip Fire blocking - - --- Insulation 1/Z" DansArmor Plus gypsum panel or 1/2" ToughRocke _ ----- gypsum board - - 3/4" Minimum air space 1" DensGlass" Ultra Shaftliner panels 00 AT ON �=EC� �AT OTAND DETAILS SHOUR T)HAET WALL A,)OEMBY' SCALE: N.T.S. „v,4" AIR SPACE Design No. U373 August 19, 2008 Wan Rating - 2 Hr (See Items 4, 4A and 48) Finish Rating - 120 Min (See Item 4) 314., AIR $ PAC, E - 314" r . ..� . AIR SPACE ION ANA; __. A 4� c , 3[4" .AIR SPA(.,E C. K (,()NF1GtTPATIC)N a EXW')4XD To PfltE F'RC M AREA SEPARA-R(W %VAL L SWE I,:WLY 1 5 , 4'" il „r 3 t r. a r 514" AIR SPACE •- ` 6i 4; ('C)NF GT_TRATI(__)N B 120 fir t]lkf 1WWJ WE_ AREA SEPARATION WALL: - (Nontrearing, 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 gaiv steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in, and flange width 1-1/2 in. 3, Gypsum Board* - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 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 413) 4. Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross - braced at mldhelght where necessary for clip attachment. Min 3/4 tn. separatlon between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steil studs - (As an alternate to Item 4, not shown) - Far 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) gets steel or No. 20M$G (OZ31 in. thWO primed stool, cold forrrcgrl, shall be designed tp accordance with the current edition of the gpociflcation for the Desitin of Gok[46 m ed Steel 5'truAwW Mertlt by the American Iron and Stool 4 dllalgrc dlrltpllrl anhmnGing lice sirsidttifef Wall ei9elnrita}yr Ir4cyltane the eirial load of the tr ltittilte. All studs, ells)) loll as sood 4ed by the Stasi stud laerkli arrci atte�l ek 1ilid ani e _ a ewers.` Fine ri1ax stud anediTa a s�itia ba+ e i tpsc e w i to: rioor and ceiling scka with 1/2 In. long Type 5 12 Stasi screws on both sldirs of studs or by welded or bat o ctrtiirtactlov►s In accordance with the AISI specMteatlons. Top and bottom t9 ®Gks 6haR Qonslst Of 8ltueel MGW*M mirk No. 20 W4 (r0.0329 n., min bare metal thickness) steel or min No. 20 GSG (0.038 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, telling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C. Studs cross braced with stud framing at midhelght where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration 8 only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/21n. wide, min 1-1/4 In. flanges and 1/4 in, return, spaced a max of 24 in, OC, Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to. floor and. ceiling- with, fasteners. 24 in. OC max,. Studs cross -braced with stud framing at mldhelght where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically, wallboard attached to wood studs (item 4) with 1-1/4 in. long steel drywall nails spaced 12 In. OC. Wallboard attaehed to steel studs (Item 4A or 48) with i in, long Type S steel screws spaced 12 In. OC. Vertical joints located over studs. (Optional) 3oints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 in. thick, min 2 in. wide with min 2 In. and 2-1/2 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 -0373 SCALE: N.T.S. 2 HR WALL Systerr1 No, W -L-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings 1 and 2 Hr P 5e_ Ile g fns 1 S and 3 l L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400'F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL. BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE fHE FOLLOWING OWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - 1HF GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM, THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPFS AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FI.OWGUARD COLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTEROSDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION N CHEMICALS DIV OFILTI INCIN CFS - ONE SEALANT *BEARING RNGTHEU L CLASSIFICATION MARK SSfF/ Reproduced p d by HILTI, Inc. Courtesy of Ca� Underwriters Laboratories, Inc. 11 June 20, 2000 ® ` Hilti Firestop Systems Aut Fire Sprinklers, Inc. FIRE CAULK - HILTI SYSTEM No. W -L-2377 ♦ UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR Y W Y .� • 1AA, .� PENETRATION SCALE: N.T.S. SCALE: NONE 00203 P R OTECT T O 2 H R LJ -,t SD5 �// O ♦ • • i O w �. Y W Y .� • 1AA, Q Z _ e r • Z C4 Ll Sig• LUJ Ott tY a 10 c, - V9 ••• `�{� Q Q Z ♦`'\ see •0•••••w "Ns E- 4 E-4 O rrrllti I X' w O � Q �NWZ Cc SD5 0 L LJ L - E- Z E- 4 E-4 w O � Q �NWZ Cc :2 F- ®QLd C/D Z E - `� W E-• 4I w V) }- O 0 a J 1- < L.Li � 0 Z F--- << O w U �- :2 J :2 LLJ _ ILIJI TJF � CHECKED TJF/WMR DWG.No. IL.. J JOB No. SD5 L LJ L Z w 0 -� :2 F- ®QLd Z 0 }- O w < L.Li <Q< �- :2 J :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD5 w F c�) w 0 w n- h Iw z 0 -) I FX I ERIOR 5/8" TYPE "X" DEN' --,CLASS MOISTURE RESISTANT - FXTERIOR SHEATHING USED AS SOI - EI f BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT IOP PI ATF OF WALL FIRF RETARDEN 1 - TREATED P1 YWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE "X" DEQ MOISTURE RESIS TA( EXTERIOR SHEATHII\ AS SOFFIT BACKER DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUP SOFFIT AND FASCIA MATCH TOP PLATE OF WALL TRUSSES AT 24" O.C. WRAP TRUSS AT TERMINATION POINT W/ 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING EA SIDE OF TRUSS 24" BACK FROM FASCIA DOWN INTO SOFFIT BOX FIRE CAULK ALL ,JOINTS AND SEAMS ATT \_l 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RIJN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS PLAN VFW— TERMINATION AND CLOSURE OF /�T f 1 HOUR FIRE RATED/ NROTECTFD OVERS IANC DE]AIL 4 SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, 'WOOD FRAMED GA FILE N4. WP 35101 (GENERIC 1 HOUR 35 to 39 STC GYPSUM WAIIA BOARD, WOOD STUDS FIRE SOUND One Ieyer 5!a" type X gypsum wallboard or gypsum, veneer base etaplled parallel or at right angles to each sloe of 2 x 4 wnod studs 24" o.c. with 6d coateed halls, 1T/a" iormj, 0.0915, shank, FIs"' heads, 7' o.c. Jets staggered 24" on opposite skies. (LOAD-BEARING) Thickness: 4%" Approx. Weight: 7 paf Fire Test UL 83501-47, 48, 9-17-65, UL Design U309; UL 81319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404. 10-14-70 EXT SHEATHING BETWFEN OVERLAP WALL TOP 1EATHING FIRF CAULK 1 HOUR FRE RATED EXTER OR WALL ASSEMBLY (U,309) �- SCALE: N.T.S. *ATTIC DETAIL -ADJACENT TO TRUSSES 1 " DENSGEASS ULTRA SHAFT LINER 1/, A AIN IIA AI IA A A IL-1 r'f--� A /I r - WOOD TRUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C —� iAE "H" STUDS AT ROOF TRUSS PANELS OVER ME SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SEC -ION A A THROUGH TRUSSES & SHAFT LINER SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR SPACE 2" H -STUD 1" DENSGL.ASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EXTERIOR WAL-I_- FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE 10 OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EX -I ERIOR WALL_ INTERSECT ON DETAIL SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMINC - 3/4" AIR SPACE_ 1" DENSGLASS ULTRA SIiAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHIIECI, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. 1" DFNSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL.. FRAMING - U373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C-'I'RACK Design 3'13ra. U90 Bearing Wall Rat rig- 2 FEEL NonbearhW Wall Ratti; - 2 EM 3J4' LD CD CD 4 . 2 llwbwol. S"1140 iL. Concrete Blocks* - Nominal 6 by a by 16 in., hollow or solid. Classificaom D-2 (2 hr). Amchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a TAconWhitcom►b. Westbrook Concrete Block Co., Inc. 2, Moz, ba - Blocks laud in frill bed of rmort w, nano. 3/8 in. thick of not less t 2 -i/4 and not more than 3-1'z parts Of clean shiarp sand to ii, part Portland cent: (proportioned by volume) and not more than o pmt hydrated lime (by cement volume). 'V°erlttiical. joints staggered., 3. Portdamid Cement Stucco orGypsum PlaIster - If used, add l/2 hrn to classification..Attached to concrete blocks (Items i} 4. Foamed Piastie - (Optional -rant shown) i-i,12in tick nux, 4 ft wide sheathingattached to concrete blocks (Item x). Cekctex Corp. - Type lUerx *Bearing the UL Classification Marling 6" WIDE 1/2" DENSARMOR - -- -- - PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH - PANELS OVER METAL "I -T" SIDE OF CENTERLINE OF FIRE WALL - ---'STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL LINED FIRE WALL UE# U373 ATTACH 11GHT TO SHEATHING, EXTEND INTO O.H. A � II II FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C. W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" 6" WIDE 1/2" DENSARMOR (TYP PLUS FIREGUARD TYPE C PAN HEAD SCREW PANELS OVER METAL- "H" LLJ STUDS AT FLOOR TRUSS E.., 4 a SYSTEM PER MANUFACTURERS SPECS SEE E� 0" � r-� O 4 �].,' 3/SD5 (WHI 495-0743) EXTERIOR FACING wE-' Ur�zo - 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 2.4" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS 1" DFNSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL.. FRAMING - U373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C-'I'RACK Design 3'13ra. U90 Bearing Wall Rat rig- 2 FEEL NonbearhW Wall Ratti; - 2 EM 3J4' LD CD CD 4 . 2 llwbwol. S"1140 iL. Concrete Blocks* - Nominal 6 by a by 16 in., hollow or solid. Classificaom D-2 (2 hr). Amchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a TAconWhitcom►b. Westbrook Concrete Block Co., Inc. 2, Moz, ba - Blocks laud in frill bed of rmort w, nano. 3/8 in. thick of not less t 2 -i/4 and not more than 3-1'z parts Of clean shiarp sand to ii, part Portland cent: (proportioned by volume) and not more than o pmt hydrated lime (by cement volume). 'V°erlttiical. joints staggered., 3. Portdamid Cement Stucco orGypsum PlaIster - If used, add l/2 hrn to classification..Attached to concrete blocks (Items i} 4. Foamed Piastie - (Optional -rant shown) i-i,12in tick nux, 4 ft wide sheathingattached to concrete blocks (Item x). Cekctex Corp. - Type lUerx *Bearing the UL Classification Marling 6" WIDE 1/2" DENSARMOR - -- -- - PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH - PANELS OVER METAL "I -T" SIDE OF CENTERLINE OF FIRE WALL - ---'STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL LINED FIRE WALL UE# U373 ATTACH 11GHT TO SHEATHING, EXTEND INTO O.H. A � II II FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C. W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL_ "H" STUDS Al- FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & E..iC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL SYSTEM IN ATTIC P E R MANUFACTURERS SPECS SEE 3/SD5 (WHI 4-95-0743) ALU UM CLIP PER U F'R PRE NGINEERED RO F TRU ES AT 24" O.C. .1/2" GYPSUM CEILING 1 ALUMINUM CLIP PER MF BACK TO BACK C—TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCREV ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED, TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL_ FOOTER— SEE FOUNDATION -111 I_II VIII VIII Iili �� 3 112" MINIMUM CONCRETE SLAB III=' 11=111- I I 1=1 I I—I 1 1- PLAN FOR SIZE & REINFORCEMENT ILII --IIIA III -11 = REINFORCED WILH FIBERMESH ON I__I III— L 11 -III III-_ III--III-III- 6 r -nil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR 0373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR FIRE WALL DETAIL (0373) SCALE: N.T.S. V) _ U 0 l� L w J ~u W w DESIGN DRAWN TJF TJF ICHECKED TJF/WMR j` o JOB No. 905117 C� CQ LLJ oWcoE­ 12/22/10 E.., 4 a -+ E� 0" � r-� O 4 �].,' ^ C) wE-' Ur�zo 0 o=tea Z 44 O � z Cn DESIGN DRAWN TJF TJF ICHECKED TJF/WMR f07 JOB No. 905117 SCALE LLJ DATE 12/22/10 0 Z Cn �0� I 0 S <C LJLI Z p �- 0 U W < W 0 1­-\,.-Cn ry Q <C < w _j :2 DESIGN DRAWN TJF TJF ICHECKED TJF/WMR DWG. N o JOB No. 905117 SCALE AS NOTED DATE 12/22/10 SD6 STEP 1 FOLD HOUSEWRAP IN AND AROUND JAMBS STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE ---- SELF-ADHERING MEMBRAN FLASHING OVERLAPPING DOOR FRAME I" EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND ,IAMB FLASHING SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N T S CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STI1D WALL INSTALL. 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EMPORARILY OLD -UP & SEC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HOUSEWR AT ,JAMBS & SI SLOPE SILL R.0 INSTALL 6" WIDE -- SELF-ADHERING MEMBRANE FLASHING OVER NAILING FI ANGE AT HEAD EXTEND SELF --ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING AIN ALIGN FLASHING W/ INI. EDGE 01 SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI SIAPLES) IF RIC BY FLASHING M INSIALL 9" WIDE FLLXIBI.F MEMBR, at SLL. EXTEND FLASHIN, FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HFAD C WINDOW IPPLY }" NOM. ,ONTIN000S BEA SEALANT AT JAM IND HEAD or AF 0 BACK OF WIN JAILING FLANGE INE W/ RE -PUNCHED H )R SLOTS. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS tlE2g: _ 1. WINDOW INSTALIATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED L IT 15 THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF ADHERING FLASHING MATERIALS USED DURING CONSIRUCTION. J, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W&OW SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE, SEALWINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHFRE REQUIRED) SILLFXIEND FL MEMBRANE \ 711FLASHING MIN 1" BELOW \ \ _ SEI.F-ADHERING SILL FLEXIBLE FLASHING �� '��' FLEXIBLE FLASHING of SILL, FLUSH 10 � INTERIOR FRAMING. INTERIOR VIEW r STEP 6 STEP 7 STEP 8STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPI-NTNG FLASH NC)\ DETA LS SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION - OVER GALV. MTL. LATH W/ 115 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) FINISH SECOND FLOOR 53" FINISHED TEXTURE COATING PER BUILDER ATTIC VENTILAEON_(FBC-R806) II . SPECIFICATIONS OVER PRIMED 3 COAT OSB SHEATHING WITH "H" CLIPS & ANCHORED TO _ 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF ON MNOMI REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE I- (� NAL THICKNESS)1 2 1 � L'! 0 O ahs„ 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS 98" REINFORCED CONCRETE MASONRY UNIT i HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. • ryry ppm�,,, ••d1*0 BLOCK WALL PER STRUCT, ENGINEER'S REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. I� SPECIFICATIONS. 'g�MJM! SES ISEX' 1 •. I DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S W BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL ,#5 SPECIFICATIONS & INSTALLATION INSTRUCTIONS 0�� W PER FBC -RES R613.6 & R613.7.5 GIS � I- - I REBAR W/ USP HTA16 UPUFT STRAP EMBEDDED 7" CROUND FLOOR - - o I. INTO BOND BEAM. (SEE STRUCT. ENGINEER'S ,W V / ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSTALL 6" WIDE -- I INSIDE AIR FILM (R-0.68) { I DRYWALL & Z' CEMENTITIOUSJ%1i CONNECTION SCHEDULE) FINISH - y$33 T-NAILE- D INTO SELF -ADHERING { -IMEMBRANE 33 FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS FLASHING NOMINAL THICKNESS) - (R-1.00) INSTALL DOOR PLUMB, - - SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE - (R-8,61) OVERLAPPING DOOR FRAME CONSTRUCTION DETAILS LEVEL AND SQUARE PER CEMENTITIOUS FINISH (PER ELEVATION)) _ STRUCT. ENGINEER'S SPECIFICATIONS. MANUFACTURERS CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE _.__.. FINISH GRADE � < I _ - WRITTEN INSTRUCTIONS y5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. o z PLASTER SKIM COAT OR I I a } l /U �, ENGINEER'S DRAWINGS W/ MIN, 25" OVERLAP, TIETO ARIE� POLYETHYLENE VAPOR BARRIER u I f T I i I II V1D d ' CONT, ROD IN FOOTING & BOND BEAM -----POURED CONC. FOOTING SLAB THICKENING. I I W I-- j SET THRESHOID IN BED OF SEALANT,A• t APPLY SEALANT AT •\ CORNERS AND FRONT �•`� • - �� EDGE OF THRESHOLD '�•. STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE ---- SELF-ADHERING MEMBRAN FLASHING OVERLAPPING DOOR FRAME I" EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND ,IAMB FLASHING SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N T S CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STI1D WALL INSTALL. 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EMPORARILY OLD -UP & SEC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HOUSEWR AT ,JAMBS & SI SLOPE SILL R.0 INSTALL 6" WIDE -- SELF-ADHERING MEMBRANE FLASHING OVER NAILING FI ANGE AT HEAD EXTEND SELF --ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING AIN ALIGN FLASHING W/ INI. EDGE 01 SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI SIAPLES) IF RIC BY FLASHING M INSIALL 9" WIDE FLLXIBI.F MEMBR, at SLL. EXTEND FLASHIN, FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HFAD C WINDOW IPPLY }" NOM. ,ONTIN000S BEA SEALANT AT JAM IND HEAD or AF 0 BACK OF WIN JAILING FLANGE INE W/ RE -PUNCHED H )R SLOTS. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS tlE2g: _ 1. WINDOW INSTALIATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED L IT 15 THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF ADHERING FLASHING MATERIALS USED DURING CONSIRUCTION. J, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W&OW SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE, SEALWINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHFRE REQUIRED) SILLFXIEND FL MEMBRANE \ 711FLASHING MIN 1" BELOW \ \ _ SEI.F-ADHERING SILL FLEXIBLE FLASHING �� '��' FLEXIBLE FLASHING of SILL, FLUSH 10 � INTERIOR FRAMING. INTERIOR VIEW r STEP 6 STEP 7 STEP 8STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPI-NTNG FLASH NC)\ DETA LS SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION - OVER GALV. MTL. LATH W/ 115 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) FINISH SECOND FLOOR 53" FINISHED TEXTURE COATING PER BUILDER ATTIC VENTILAEON_(FBC-R806) II . SPECIFICATIONS OVER PRIMED 3 COAT OSB SHEATHING WITH "H" CLIPS & ANCHORED TO _ 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF ON MNOMI REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE I- (� NAL THICKNESS)1 2 1 � L'! 0 O ahs„ 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS 98" REINFORCED CONCRETE MASONRY UNIT i HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. • ryry ppm�,,, ••d1*0 BLOCK WALL PER STRUCT, ENGINEER'S REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. Q SPECIFICATIONS. 'g�MJM! SES ISEX' 1 •. PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS " OSB SUBFLOOR GLUED & SCREWED -� 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT \ PROVIDE 0.002in POLYETHYLENE FILM OR 115 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS " PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSIDE AIR FILM (R-0.68) J%1l " PRESSURE TREATED STRAPPING ® 24" O.C. (R-1.10) T -NAILED INTO BLOCK. INTERMEDIAL E WALE SECTION SCALE: N.T.S. ALUM. DRIP EDGE SET PLA; ROOF CEMENT & NAILED OVER J"x1�" BLOCKING PREFIN. ALUM. FASCIA _ VENTED SOFFIT. im 10 IBM i— FINISH SLAB ON GRADE y FINISH GRADE a CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DkIP AT EAVES, i %ASPHALT SHINGLES OVER 115 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES ® 24"O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR 115 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING FIER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER CALV. MTL LATH W/ 115 FELT PAPER OVER APPROVED HOUSEWRAP. (a" NOMINAL THICKNESS) GARAGE B" CONC, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31 POURED CONCRETE SLAB ON VAPOUR BARRIE i FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAI_ ONE STORY WAL_L_ SECTION r2 SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILAEON_(FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC 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/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 6" O.C. EAVE IN UPPER PORTION OF ATTIC SPACE. 1 � L'! 0 O INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO \\ UPLIFT REQUIREMENTS) HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. • ryry ppm�,,, ••d1*0 DRIP AT EAVES. REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. Q A0) 'g�MJM! SES ISEX' '00P P\ FGOw I TOP OF BLOCK — J�J U/S OF SOFFIT ALUM. DRIP EDGE ..N PLASTIC ROOF CEMENT NAILED OVER �x1j" BLOCKING I'-0" TOP OF WINDOW PREFIN. ALUM. FASCIA & VENTED SOFFIT. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT - CEMENTITIOUS APPLICATION. (k" NOMINAL THICKNESS) W (D TYPICAL_ EAVE DETAIL_. 3 SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON -- APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��pN DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) �PR��S SES ALUM. DRIP EDGE OVER PppE 00 INSULATION BAFFLE "xlOVER 1}"x5" SPR. BETWEEN EACH TRUSS FASCIA / ATTIC TOP OF PLATE v - PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING co -TOP OF WINDOWS 4" 1'-0° SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION 1 REQUIREMENTS ,SD9; FINISH SECOND FLOOR TOP OF C.M.U. WALL VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL_ WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES 8613.6 & R613.7.5 SECOND FLOOR �" PAINTED DRYWALL 1j"x3j" STUDS ® 16" Q.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL FILLED (R- 13) " OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTI. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR RUSSES P FLOOR TRUSS LAYOUI /. PROVIDE MIN, R19 BATT INSUL. & DRYWALL CEILING TOP OF WINDOWS BOND BEAM FULLY GROUTED & REINFORCED (SEE 0 1 � L'! 0 O I PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT t0 V,I __j \\ UPLIFT REQUIREMENTS) i • ryry ppm�,,, ••d1*0 Imo REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. Q BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES i DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S W BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL ,#5 SPECIFICATIONS & INSTALLATION INSTRUCTIONS 0�� W PER FBC -RES R613.6 & R613.7.5 GIS � I REBAR W/ USP HTA16 UPUFT STRAP EMBEDDED 7" CROUND FLOOR - — PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I. INTO BOND BEAM. (SEE STRUCT. ENGINEER'S ,W V / ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & Z' CEMENTITIOUSJ%1i CONNECTION SCHEDULE) FINISH - y$33 T-NAILE- D INTO 8" CONC. MASONRY WALL (R-1.11) 33 FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMFNTITIOUS APPLICATION (}° +/i� NOMINAL THICKNESS) - (R-1.00) I" PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE - (R-8,61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS 5" j' 8n cc CEMENTITIOUS FINISH (PER ELEVATION)) _ STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE _.__.. FINISH GRADE � < d.,, _ n u n ° 4 _ J ° ° ° ° — ° n 00 I " y5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. o z PLASTER SKIM COAT OR PAINTED FOUNDATION WALL a a /U �, ENGINEER'S DRAWINGS W/ MIN, 25" OVERLAP, TIETO ARIE� POLYETHYLENE VAPOR BARRIER u CLEAN COMPACTED, TERMITE TREATED FILL. V1D d ' CONT, ROD IN FOOTING & BOND BEAM -----POURED CONC. FOOTING SLAB THICKENING. W (D TYPICAL_ EAVE DETAIL_. 3 SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON -- APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��pN DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) �PR��S SES ALUM. DRIP EDGE OVER PppE 00 INSULATION BAFFLE "xlOVER 1}"x5" SPR. BETWEEN EACH TRUSS FASCIA / ATTIC TOP OF PLATE v - PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING co -TOP OF WINDOWS 4" 1'-0° SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION 1 REQUIREMENTS ,SD9; FINISH SECOND FLOOR TOP OF C.M.U. WALL VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL_ WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES 8613.6 & R613.7.5 SECOND FLOOR �" PAINTED DRYWALL 1j"x3j" STUDS ® 16" Q.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL FILLED (R- 13) " OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTI. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR RUSSES P FLOOR TRUSS LAYOUI /. TYPICAL 2 STORY WALL_ SECTION SCALE: N.T.S. TOP OF WINDOWS BOND BEAM FULLY GROUTED & REINFORCED (SEE 0 1 � L'! 0 O STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & • / 90V t0 V,I __j \\ UPLIFT REQUIREMENTS) i • ryry ppm�,,, ••d1*0 Imo REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. Q #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S i DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S W SPECIFICATIONS & INSTALLATION INSTRUCTIONS 0�� W PER FBC -RES R613.6 & R613.7.5 GIS � I CROUND FLOOR - — PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o i �" PAINTED DRYWALL (R 0.45) ,W V / ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & Z' CEMENTITIOUSJ%1i " PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH - y$33 T-NAILE- D INTO 8" CONC. MASONRY WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMFNTITIOUS APPLICATION (}° +/i� NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE - (R-8,61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER _ STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE _.__.. FINISH GRADE � < d.,, _ n u n ° 4 _ J ° ° ° ° — ° n 00 o z PLASTER SKIM COAT OR PAINTED FOUNDATION WALL a a �, �3"' CONCRETE SLAB ON 6 MIL, ARIE� POLYETHYLENE VAPOR BARRIER u CLEAN COMPACTED, TERMITE TREATED FILL. -----POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF,) TYPICAL 2 STORY WALL_ SECTION SCALE: N.T.S. `7I�I-- I/-_ 9 W ) 0 Z C.1 Z _ W `> �Z® moo, >_ W a LJJ N® — I L < < Q a - J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED _ -_. DATE 12/22/10 SD7 ri 0 1 � L'! 0 O ^^ �_� pWC*�-I W z LEn a� • / 90V t0 V,I __j 4n 0 V �P� i O Q Z i • ryry ppm�,,, ••d1*0 Imo �• •• p•••�0� ``�� Q o i L� `7I�I-- I/-_ 9 W ) 0 Z C.1 Z _ W `> �Z® moo, >_ W a LJJ N® — I L < < Q a - J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED _ -_. DATE 12/22/10 SD7 ri 0 ((�f ^^ �_� pWC*�-I W z LEn a� e V,I __j ~ O W c cc W �l 0�� W �., x W < ,W V / `7I�I-- I/-_ 9 W ) 0 Z C.1 Z _ W `> �Z® moo, >_ W a LJJ N® — I L < < Q a - J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED _ -_. DATE 12/22/10 SD7 UL U338 1 HOUR RATED V\/IV L \l/ 1JlJl__r71\IIV\Ji /-\IVU-I_ z_VS FLA F WISE SPACED AT 24" O.C. 1 LAYER 5" 1 Y'E "X" GYP. BD ON IN I FRIOR FACE AGAINST TRUSSES, 1 LAYFR J" 1YPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TDP OF CMU WALL cc) ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF - FOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VF N T OR PENETRATE SOFFIT 't SD6 FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT INSUI. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS FXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WAI. L TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED _(U309) EXTERIOR FIRE WALE SEE SHEET SD6 8" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUD`_ @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) g" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GAI_V. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (g" NOMINAL THICKNESS) -!-- 16" DEEP OPEN WEB FLOOR 1RUSSES PER i FLOOR TRUSS LAYOUT,. , r FINISH SLAB ON GRADE % - _--l" co CL 4 t FINISH GRADE �' I ° 4 n O d I PLASIER SKIM COAT OR o `! :IF PAINTED FOUNDATION WALT. d a ni_-// BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST GONG. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE S iRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WAD INDICATES 1 HOUR RATED CMU EXTERIOR WALL, PER F.B.C. TABLE 720.1 (2) ITEM # 3- 1.3 WITH 721.3,1 FOR EQUIVELANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, CLEANOUT OPENING FOR EACH GROUT CELL �/� I /.. . ``W���`� `, 32" CONCRETE: SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED GONG, FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HC)UR EXTERIOR WALL SECTION (TYP) SDS SCALE: N.T.S. A rn.r..mo ire �o[rt - 1 f' �aCralmrs�► WOOD TRUSSES, GYPSUM WALLBOARD Ise 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 lie" 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 11/2" Type G drywall screws 12' o.c. placed 2' back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting Ile wood structural panels applied at right angles to trusses with Sit nails. Appropriate roof covering. 5 LJ L D ETAI LIE- Design No. U3K RftAqW11RatbZ-2ML Finish Ratting -66 Dere. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6.98 - �I t �J -� 4 2 S f lrWOPd 1. NzA ds- poae+d of covered with joint finisher. 2 -Joints- Exposed or covered with fiber tape and joint filaisher. As an alternate, nominal 3132 Jai thick gypsum veneer plaster maybe applied to the enema suffice ofCl$ssifsad veneer bawboasd. Joints reiafcedl 3. Na&-- 6d cement coated nags i -7f& in. long 0.0915 in- shank diam,14 in. diam his, of Bill cement cued snails 2-34 in long, 0.113 in. shriek diem, 9133 iii diam Heads. 4. Gypsum Bwrd - � - 518 in. thick, two layr� applied either yor vertical Innes 1aSerattarrhed studs dth the 1-719 s`n snails spaced d in. OC. Qtaterllayer attached to shads over inner IaWw flh the 2-318 in. long nailsspaced 8 in. OC. Vertical joi is to a ed overstzds. ,All joints in face lags staggered with joints in base layers Jbints of each base layer offset with joists of base layer on opposite side. When used is Widths ofther than 48 in., gyprM board to be installed haaimattally When S teel Fmnung Mambm* (item fill ate used, base layerattached to f Baring channels with l in. long Type S bale -bread steel scteviis speed max 24 in.OC; face layered tiviih 1-519 iso: lung Type,S bugle -head : steel srsewss spiced max 12 in. OC. UL D ETAI L -S r6 UL DESIGN 1J338 Design Ne. YSEW S"Iftar 15, 2010 Nonbpirkg or wring went Eaalrg - 1 NR. (Sere lases I and IA) Anerh sting - One Layer err waWoard - Nla. m Mku Two Layers of Wallboard - No. H Min Low ReNrkesa for Canadair, Appicadono - Sao ewes MOM T MF j 2a INTAL SECRON I. Wow Muds - Nom 2 by 3 or 2 by 4 In.. flat wise. Spaced 24 In. O.C. nwa, effectively ftwooppad. 2. eypaum nowd• - ror Nunteonn Woa sang -Ons Myer a 5/9In. akk, gveaum board aeewK b aKh side er 6W e9. to "s piano irng p a e, I In. O a wrtl it unlaM eptdlled Gkhw, cash k"" fount -hank l fans, end raped lo "sand ant ee.ring plate 7 In. O.C. with ba ttmtM coated nsib, 1-7/a M. loop, 0.04151n. shank clam and 1/4 k. dam head. Aa an aka -M, No. 6 bugle head drywall Know, 1.7/a In. long, may M rubrebbd for the 6d amfnt costed naffs. 28. GYPSUM ewrd• - (AS An alternate to Item 2, not Shown) - For Nonbearing Well rating - Any 5/5 In, thick gypsum ponNa Supplied by the Classified Companies listed below shown Gypsum Soard• (CKNX) category. Applied hodzoMNy, or vertically and attedw l to fads and bearing Pulseswith 1-1/4 In. long Type IN coarse thread gypsum panty steel Strews spared a mile 8 in. OC, with bet Screw 1 In. from edge of board. When used M widths other khan 481n., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UMMM STATES GYPSUM CO USG MEXICO S A DE C v 2C. Gyparnai Scard• - Same M Item 2S. For Scaring Wall milling - Additional layer of 5/81n. thick, 4 R wide wallboard each Side of sapiently. Attached to I= over Inner layer 8 in. O.C. mer with 1-7/6 In. long Type w coarse thread gypsum panel at" screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USE MEXICO S A DE C V 21). Gypsum Gwrd• - (As an altsmate to Item 2, not Mown) - For Nonbearing wall rating - 5/8 In. thick gypsum panels applied horizontally or vertically and attached o studs and boring plain with 1-1/4 In. long Type W coarse thread gypsum pend feel scram peed a max 5 in. OC, with last scmv 1 In, from edge of board. When used in widths other then 48 In., gypsum board to be Installed horizontally. AMERICAN GYPSUM CO - Types AOX-1, AG -C CMMAINRlD GYPSUM INC - Proltoc Type C or Proftoc Type X CERTAZNTRRD GYPSUM CANADA INC Prolloc Type C or ProRoc Typo X TEMPLE-INLMO - Type TGC 2E. dyPMnn Bwrd• - Same ss Item 2D. For Bearing wall retag - Additional layer of 5/8 in. thick, 4 R wide wallboard each side of assembly. Attached o Studs over Inner layer 8 In. O.C. max with 1.7/8 In. long Type W coax threw gypsum panel steel screws. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTEED GYPSUM INC - PMROC Type C or ProRoc Type x CERTAIWMED GYPSUM CANADA IMC - PpRa Type C or Prolloc Typo X TEMPI!-1TILAND - Type TG -C 2F. Gypsum Swrd• - (As an alternate to Item 2, not shown) - For Noribe rrkg Wall rating - 5/8 In. thick gypsum panel, with square edges, applied Nthar honsentelly or verticely. Gypsum pane s festenedo fuming with 1.1/4 In. Ione Type W coarse thread gypsum panel Neel Screws spaced a nom 8 In. OC, with IoM 2 saeyw I and 4 In. from edge of boare or nailed as described In Item 3. When used In width of other then 46 in., gypsum boards are to be Installed horizontally. TEMPLE-INLAND - GreenGless Type X TEMPLE-INLAND - Type X CanfortGuard sound Deadening Gypsum Board. 21. wail and Partition POdrps NO Aopa ,ire- - (Nan St. at. o It- 2 through 2H) - Nominal 5/8 In. thick, 4 A wide Waft, applied vertically and secured as described In Item Tor 2A. SINUOUS MATERIAL INC - Typow QuINRock ES, Quiettock 527 3. Joints and FM Meadia - Gypsum board Joints of outer layer covered with paper tops and joint compound. Nall heads of outer layer Covered with Joint Compound. Ae an Okamoto, nom 3/32 In. thick gypsum veneer plaster may be applied b the emirs surface of Classified veneer baseboard with joint. reinforced with paper bps. 4. MOM Wad ElsolMba - (Optional) - Moa 1'11. thickness glass a mlnarel fiber b6a Insulation. Sae ROM and EYnknOO (BZJZ) category for names of CISMIRed compames. 4A. Pleeq BprWYad• - As an alternate to Bozo and Blankets (item 4) - Spry applied allulose material. Tho fiber U applied with water o completely fill the anckmed cavity In accordance with the appikatlon Instructions supplied with the product. Nominal dry density of 3.0 Ib/Rs. Alternate application method: The floor U applied with U.S. Grwnnber LLC Type ADIOO hot malt adhedve at a nominal ratio of one part edhosive to 6.6 parts fiber to completely All the enrtopid cavity In accordance with the application Instructions Supplied with the product. Nominal dry density of 2.5 lb/ft". O E GREENPIKR L L C - CDcdd02 Stablllzed or Cocoon -FNM (Fin Rated Material) 48. Few, Sprayed• - Af an altemNe to Bette and Markets (Item 4) and Rem 4A - Spred 6pplled callukw Inulat on material. The fiber Is polled with water to Interior surfaces In accordance with the application Instructions supplied with the product. Applied to completely All the ancloeed cavity. Minimum dry density of 4.3 pounds per cubic R NO -WOOL CO INC - Cellulose Insulation 4C.Freer, Sprei - As On aRemste o S" and Blankets (Item 4) - Spray applied ceilulox fiber. The Aber b applled with water te Completely All the enclosed cavity In accordance with the application Instructions Supplied with the produM The minimum dry denary Shall be 4.30 lowfe. INTERNATIONAL CELLULASE CORP - CelborRL fins the V. Classifkzxloa Mark 7 -1-UL D ETA L IS SUNDERWRITERS LABORA WITH PERMISSION C�bT' UNDERWRITERS LABORATORIES RETARDANTFIRE TREATED PLYWOOD SHEATHING ON /! PORCH ROOF S:nT 0 F- F- �r Z Z Z 0- W W W lY C) 2 LAYERS 5/8" TYPE "X" 0 DENSGLASS MOISTURE 4 1 HOUR RATED GA FILE NO. RC2602 RESISTANT EXTERIOR 2 LAYER 5/8" TYPE "X" ENSGLASS EXT SHEATHING ON LLJ Lit Li SHEATHING USED AS PORCH CEILING r` J SOFFIT BACKER BOARD 3 DO NOT VENT OR LLJ W W PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO CONCRETE LINTEL AT PORCH BEAM - SEE LINTEI_ PLAN ON }- }- >_ MATCH STRUCTURAL SHEETS FOR ACTUAL SIZEH- PORCH OVERHANG DETAIL SAH SCALE: N.T.S. 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 4 D S D 8 LV BEAM `3 2 AYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER U DETAIL U301 THIS SHFET HOUR RATED GA FILE NO, RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON 3 PORCH CEILING C_D .T -E LINTEL AT PORCH BEAM - SFE LIN FEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE 2 PORCH OVERHANG DETAIL SDH HSCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.1 FRAMING F 3 TYPICAL PORCH OVERHANG DETAIL JD8SCALE: N.T.S. r�Li�� w it o �'� oeC� IL oo`e`_jj, �Ow O �0. � � evQ z UJ 00 U 4 Og Or gi �� �, 000000..•000 �' ��� a►ErJ � LJJ H- O \0 o 0 0 0 RETARDANTFIRE TREATED PLYWOOD SHEATHING ON /! PORCH ROOF S:nT 0 F- F- �r Z Z Z 0- W W W lY C) 2 LAYERS 5/8" TYPE "X" 0 DENSGLASS MOISTURE 4 1 HOUR RATED GA FILE NO. RC2602 RESISTANT EXTERIOR 2 LAYER 5/8" TYPE "X" ENSGLASS EXT SHEATHING ON LLJ Lit Li SHEATHING USED AS PORCH CEILING r` J SOFFIT BACKER BOARD 3 DO NOT VENT OR LLJ W W PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO CONCRETE LINTEL AT PORCH BEAM - SEE LINTEI_ PLAN ON }- }- >_ MATCH STRUCTURAL SHEETS FOR ACTUAL SIZEH- PORCH OVERHANG DETAIL SAH SCALE: N.T.S. 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 4 D S D 8 LV BEAM `3 2 AYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER U DETAIL U301 THIS SHFET HOUR RATED GA FILE NO, RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON 3 PORCH CEILING C_D .T -E LINTEL AT PORCH BEAM - SFE LIN FEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE 2 PORCH OVERHANG DETAIL SDH HSCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.1 FRAMING F 3 TYPICAL PORCH OVERHANG DETAIL JD8SCALE: N.T.S. r�Li�� w it o �'� oeC� IL oo`e`_jj, �Ow O �0. � � evQ z UJ 00 U 4 Og Or gi �� �, 000000..•000 �' ��� a►ErJ � W C� O Z LLJ 0_J DER LU < LLJ o Z 0 _ W LL < Q W J DESIGN 7DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 o ^w Z 1--i C9 �' - UD Z Eco W to w ~ _i 9Z I --1 CO O CC N V4 u E- W Oo ZO O ,arrk� O C\1LLJ W 0� ISI o �yp L W C� O Z LLJ 0_J DER LU < LLJ o Z 0 _ W LL < Q W J DESIGN 7DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11