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2015, 2019, 2023, 2027, 2031, 2035, 2039 Shalimar Loop (a)DR"'AWNG NDEX C-1 COVER, INDEX, REVISIONS, E-2 BC1 NOT USED E-3 BC2 BUILDING COMPOSITE FIRST FLOOR PLAN E-4 BC3 BUILDING COMPOSITE SECOND FLOOR PLAN E-5 BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS E-6 BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC6 BUILDING COMPOSITE ROOF PLAN USED 1 .1 A UNIT TPTH06EA FLOOR PLANS AND DETAILS TPTH06EA ELECTRICAL PLAN, PANELS NOTES 1.2A UNIT TPTH06EA ELEVATIONS AND DETAILS M-2 1.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS 2.1 A UNIT TPTH03A FLOOR PLANS AND DETAILS M-4 2.2A UNIT TPTH03A ELEVATIONS AND DETAILS M-5 2.3A UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS 3.1 B UNIT TPTH02B FLOOR PLANS AND DETAILS M-7 3.2B UNIT TPTH02B ELEVATIONS AND DETAILS M-8. 3.3B UNIT TPTH02B BUILDING SECTION AND STAIR DETAILS 4.1A UNIT TPTH0IA FLOOR PLANS AND DETAILS ISSUED :SHALL ?3E (CONSTRUED U"C1 rC B A 11C 1', is TO "f -OC CED WITH Cb IC VVrlli.'C Ar 4.2A UNIT TPTH01A ELEVATIONS AND DETAILS 4.3A UNIT TPTH0IA BUILDING SECTION AND STAIR DETAILS 5.1 A UNIT TPTH03A FLOOR PLANS AND DETAILS Z 5.2A UNIT TPTH03A ELEVATIONS AND DETAILS ANY OF THE d I tC�V' i0, is F N C AI a; D FS, NOR S1-1ALL 5.3A UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS 6.1 A UNIT TPTH02A FLOOR PLANS AND DETAILS C)F PREVENT Tb -ii_ BUILDING )i�� Fly i'E�r 1F.6, ,l 6.2A UNIT TPTH02A ELEVATIONS AND DETAILS CZ 6.3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS 7.1 B UNIT TPTH05EB FLOOR PLANS AND DETAILS 7.21 UNIT TPTH05EB ELEVATIONS AND DETAILS CN THE i AN,, C,ONSTf�lJ C'i"t C,�N d",1..' i) 1 }.:�i 4r C)J..A TrC>N.; C:7- 'iFIE E JL"3t=F.;, 7.3B UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN C S3 DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN 0- d S5 ROOF FRAMING PLAN l- S6 LINTEL PLAN Y SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS U_ SD3 GENERAL DETAILS SD4 GENERAL DETAILS E SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS SD6 FIRE SEPARATION WALLS AND DETAILS d' SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS SD8 FIRE SEPARATION WALLS AND DETAILS E-1 ELECTRICAL NOTES AND SCHEDULES E-2 UNIT TPTH01 ELECTRICAL PLAN, PANELS NOTES E-3 UNIT TPTH02 ELECTRICAL PLAN, PANELS NOTES E-4 UNIT TPTH03A ELECTRICAL PLAN, PANELS NOTES E-5 NOT USED E-6 UNIT TPTH05EB ELECTRICAL PLAN, PANELS NOTES E-7 NOT USED E-8 UNIT TPTH06EA ELECTRICAL PLAN, PANELS NOTES M-1 MECHANICAL LEGEND, DETAILS AND SCHEDULES M-2 UNIT TPTH01 MECHANICAL PLAN, PLUMBING RISERS M-3 UNIT TPTH02 MECHANICAL PLAN, PLUMBING RISERS M-4 UNIT TPTH03A MECHANICAL PLAN, PLUMBING RISERS M-5 NOT USED M-6 UNIT TPTH05EB MECHANICAL PLAN, PLUMBING RISERS M-7 NOT USED M-8. UNIT TPTH06A MECHANICAL PLAN, PLUMBING RISERS M-9 PLUMBING DETAILS AND SPECOFICATIONS MATTA, MY LOCH LAKE TOWN • HOMES SANFORD,,F ORIDA BUILDING4 OTS*17 HRU #23 t/XTPTTPTH03 TPTH02 TPTH01 TPTH03 I PTH02 TPTH05E 23 LEI, 'A' 22 LEI. 'A' 21 'ECFV. 'P' 20 ELEV.I '� (REV.) 19 ELEV. 'A' 18 ELEV A' (REV.) 17 ELEV. 'B' (REV.) Construction Documents & Project Coordination DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com REV�S�ONS REV # DATE DESCRIPTION 00 11/11/11 ISSUED FOR PERMIT Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record : knNMIAA, =vm1=1 1 MONTA CONSULTING & DESIGN of WMR AND ASSOCIATES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 Builder &Owner MATTAAN N, 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 GENERAL DESIGN CRITERIA NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FBCR 2007 EDITION WITH 2009 AMENDMENTS. OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF B) BALCONIES - 60 PSF C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 C� Z 0 J W cit LAC6Z O � Nt Z�NA� m C!) a�oza N 0) .� U) Z E- Z � co W O M CA > i� �+ Nca�ha Ld J LL 0) w O THESE FLANS ARE. REViEWE:D Anlrj CONIDITIONALLY ACC:C PT;`D 1'C F2 f''[:RN11T. A P RN11T N N ISSUED :SHALL ?3E (CONSTRUED U"C1 rC B A 11C 1', is TO "f -OC CED WITH Cb IC VVrlli.'C Ar D NM' A AlJrH i ITY .1-0 VIOLATE. Z ANY OF THE d I tC�V' i0, is F N C AI a; D FS, NOR S1-1ALL N o- o C)F PREVENT Tb -ii_ BUILDING )i�� Fly i'E�r 1F.6, ,l �••1••� CZ N •._• CZ CN THE i AN,, C,ONSTf�lJ C'i"t C,�N d",1..' i) 1 }.:�i 4r C)J..A TrC>N.; C:7- 'iFIE E JL"3t=F.;, O O � Z O `' C J . r 0- d cnn c l- Y Imo. o U_ F- � :2J E O (-) N d' O �_ O m v oC M d F- cn I— � N .O � moo O_ M x W .r M N cr Q O .- - C N N O V� =�M O ZLM■ CU0 T- cti < cc < Cr Z 0v0 r O W w— o NZII,-.� w TEL: (321) 633-4522 C� Z 0 J W cit LAC6Z A CWnr- E-1 o4 �3 T F z Z�NA� m a�oza .� U) Z E- Z � co W o x F' > 0 Nca�ha Ld U w O THESE FLANS ARE. REViEWE:D Anlrj CONIDITIONALLY ACC:C PT;`D 1'C F2 f''[:RN11T. A P RN11T N TEL: (321) 633-4522 C� Z 0 J M M SANFC,Fd[) BUILDING C}Ef= j". O THESE FLANS ARE. REViEWE:D Anlrj CONIDITIONALLY ACC:C PT;`D 1'C F2 f''[:RN11T. A P RN11T ISSUED :SHALL ?3E (CONSTRUED U"C1 rC B A 11C 1', is TO "f -OC CED WITH Cb IC VVrlli.'C Ar D NM' A AlJrH i ITY .1-0 VIOLATE. Z ANY OF THE d I tC�V' i0, is F N C AI a; D FS, NOR S1-1ALL C)F PREVENT Tb -ii_ BUILDING )i�� Fly i'E�r 1F.6, ,l �••1••� } 0 _rtit�l{ liAc A CORREC. 3�,��F CN THE i AN,, C,ONSTf�lJ C'i"t C,�N d",1..' i) 1 }.:�i 4r C)J..A TrC>N.; C:7- 'iFIE E JL"3t=F.;, O � Z r LLII Y Imo. o F- � :2J (-) �_ p F- U I— a 0 � moo WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF err DRAW DESIGN N 1I1 II QUADR TJF/AT CHECKED WMR VT #....�5 � �,�'.��t/ DWG.No. JOB No. 805/117 SCALE AS NOTED DATE 11/11/11 SHT 1 OF 20 C-1 L23TPTH06E ELEV. 'A' '�� TP TH 03 TP TH 02 TP TH 01 P TH 03 22 EFEV. 'A' 21 ELEV. &20EFEV. 'A' ('D-ETL--EV, 9A, FOR FLOOR PLAN NOTES, MENSMS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 7 UNIT BUILDING t/ins"— V-0" FIRST FLOOR PLAN PLAN 8"�� TPTEFEV. 017 TPTH05E E�EV. 'B' ,(REV.) UPGRADE CORNER WALE SYMBOLS LEGFND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS }' W O cq ® N w «w C4 • • : Z C) J • O �v«G;LZ " Q � J O IIf DESIGN Z W z CQ mz z 0;zoup Q "w m 4n�W�m ao AErari�' Z -14 m w ©2 Ole; a z�wc� © L)`� CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -2 14) N OL C) 0 2 0 0 m 0 w 0 F- o =w~ w N LL- DESIGN Z W z CQ mz z 0;zoup Q "w m 4n�W�m ao AErari�' Z -14 m w ©2 Ole; a z�wc� © L)`� CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -2 14) N 0 2 Z 0 w�0 0 =w~ wQ 0 CLMoo DESIGN Z W z CQ mz z 0;zoup Q "w m 4n�W�m ao AErari�' Z -14 m w ©2 Ole; a z�wc� © L)`� CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -2 23 ,' N 20'-112 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-112>' A 3 A 3 A 3 A 3 A 3 A 3 A 1.3 SD .3 SD .3 S 3 SD .3B pg D6 .3 SID 6 .3 48"x48" 48"x48" z0 _-------/� F\------------/ = - SOAKER TUB r \�\ V) Wim= --- ----------_ \\VASTER IKE w B al 01J w - ORE) �\ -----------/� 0 60"x42"x2 SOAKER TU� \--------- � �\ ---- G�= a - - - - - - a SUITE/ STER --- �� =' \ / \ / -- - ---� r--------, �--� ✓ \ BEDROOM 3 BEDROOM 2 / --------� -� \ / \ r--------, 1 -----------f / I� I I I I I � BATH 00 01 00 00® OASIS m00 � BATH OASIS H—_V) 78 Q Q C 00 00 00 CL 0 DESIGN BATH OASIS0 DRAWN ASTER SUITE MASTER SUITE I IASTER SUITE I I MASTER SUIIIE I I MIASTE 00 00 SUIT, J------------ I / / 12" RAISED TRAY v CEILING v"' 00 0 01 OAST 072" 0 012 0 '-� 12RAISED TRAY � >-- CEILING - D / -------- RAISED TRAY ^ 72 72 \ O BATH 00 00000000 00 00 I 1- --- � /-/---- / CEILING _ - \ / a -----�BATH 00 �- CEILING 0_- OASIS � CEILING 0- OASIS L/% 0 '0 00 TT 01 6a" LI I0 N 17 EN D< DN 17R -----2"- IEN UO O;�i FAHU] AH O zN 17R --W-i.--.- 00 --W. -W-.-I . C 00 U � 2"4 \- II X LAU DU 7][ DRY -- Ll i_iw i D .C.CA I —C_ Ji ------ Ei 11 DRY 11 E II W. W.I.C. �I h C z II r� q IL�� I I --� r--_- DN 17 r ---I Ir W II i� �I I D II W I II W.I.C. rl 1- W.I.C. II 11 I T� II II 1 I��� I -- , r-_-__- W j1 i� �I DN 17R 11 W.I.C. 11 -J I D �r--r I D II W I J 'I 1 --J 11 I __ _ --�' LL =� LLAZ1P�f6RYr I q I _ - _ -----JI II I L --J I q I _ _ --�' �� =J� I IL----- - � �7 DRI LAUND DN I D 11 W ----- 0 --- _r =-� _ 17R I i W.I.C. O O — �00— — — r--- 3 LAUNDRY F---� D 1 r------ L---� I W.I.C. -LLL ----BEDROOM a 4 " MASTER II BATH 48" BATH h ------ h 1 h I W.1. C . 4 " BATH �^ 0 1 ___ 10, BEDROOM 3 m O 44 D N 17 R BATH DN 17R s I I BATH AHu w it-= I IIS BEDROOM 2 m ro--- O 8FT. CEILING BEDROOM 2 - - - - - BATH L OPT..J PERS] -----, 3 W. I C. 3 SD 1 3 SIMILAR SD6 10 00 10 00 r3 SD6 w . SD6 SIMILAR I SIMILAR I00 SIMILAR z BATH O �; �Lo BEDROOM 3 BEDROOM 1 3 00 DN 17 0D 4 A SD i SD r -1N I i SIMILARi, 4 4 o D6 N SD i j 4 MASTERI SUITE sD BEDROOM 3 I BEDROOM 3 1 SIN i ----- CJ 68„ BEDROOM 8FT. CEILING 2 L i 8FT. CEILIN VAULTED 8FT. CEILING CEILING 1 8FT. CEILING 8FT. CEILING 1 Co -IcN 4 D8 SD SIMILAR 0 00 013 00 10 K IN N O I I SD SINSIN I I N BEDR2 OOM 1 I SD I I I BEDROOM 2 d- co 4 1� D BEDROOM 2 d I D8 I VAULTED I D N O I VAULTED I N D 8FT. CEILING I CEILING 4 I D8 � I 4 CEILING I I cQ 6 4 I 4 sD sD SD6 SD6r----T_- II --i----� I C) ----- I ----------- ---- ----------------- - ----------- -- CEILING I.I A 3 A A 3 1.3 A 4'-9" 13-10 4'-1" AA 3 3 3 A 3 4'— 3 7 4'— 1 4'-9" 13-10 4'-5" 5'-1" 111 111 1, 13'-12 6'-72 —32 10'-7" 5'-5" 11'-11" 4'-5" 5'-1" 1» 13'-12 10'-7» 1 -32 6'-72" 13'_22" 7'-0» 1 — » L TH06E ELEV. 'A' 22 TPTN03 ELEV. 'A' 21 TPTH02 Sj' TH 03 ELEv. 'A' FOR FLOOR PLAN MOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR EIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 BUILDING SFLOOR PLAN 5 99 3/16 1 -0 jDI'THIELE (��v. TPTH05E ELEV. 'B' (REV.) UPGRADE CORNER 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 ALSO WALL SECTION 4/SD8 I LJ d CL 0 s� C ® � W ®® .rte P a Z -1 ° oaCel IJJ �: dQ6 *a 2 t��m�� Q o 11 , UZ V o Wz-1 °C-1 V-4 m z m W rz ©p Q m tQ 0 ZE W Lew z a 0 colli Q m �whCq� 0 Z0W LQ 0 V LLQ V) CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 ,' N Li ° z0 V) Wim= 0 =w Y � o H—_V) � 0 Q Q C CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 6:12 6:12 6:12 s• 1a O 0 o x O O O ao .. •• • x x x x x w x i0 c0 CD lD .. cn m M F O0 o 0 m m o x • '• � x x ` x x m co ... .. IOU m iO cD d d M M to x x x x co as co M M Lil I 777�7 77777 M M ` 72"x96" "aex"SC PATIO OITA9 f I I. IN IN IN 111 0 C•— 72"x96" "aex"SC PATIO OITA9 DOOR !L 51004 72"x96" "aex" sc PATIO OITA9 DOOR !L 51000 72"x96" "aex" sc PATIO OITA9 DOOR 51000 72"x96" PATIO DOOR I I I 11 72"x96" PATIO DOOR I I I 11 — -.--- lu■ul ---- --- -- IU■IfJI--------—IIJ■11M1- - IU■IJl�lu■V - - -- --- lu■ul 1u04=mlm :D-E—LEV, TPTH 05E 'B' (REV.) 6:12 18 TPTH02 ELEV. (REV.) 6:12 16:12 6.•1�/ 6:12 TPTH03 TPTH01 TPTH02 TPTH03 �g ELEV. 'A' 20 ELEV. 'A' (REV.) 21 ELEV. 'B' 22 ELEV. 'A' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 '\�� 6:12 6:12 6:12 6.1Z 6:12 s• r2 6:12 9!'L-E-V7E'A' 6:12 I 6:12 (IIII VIII VIII (IIII VIII IIIII11111 _.�_ E1 E2 E3 (�4) E5 E6 E7 E8 TPTH06E TPTH03 TPTH02 ('T"� PTHO�TTH02VV, A 22 EEV� 9519 21 EEV9� 20 EEEV� ARV� 19 EEV�A9 18 EEV, 'A' RV FRONT ELEVAT V FOR ELEVATION NOTES, DWENSIVS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 7 UNIT . FRONT AND REAR ELEVATIONS. 3/16 5 - 1 5 -059 IIN i11 III I� I I I 11 IN IN IN 111 E9 5TPTH05E ELEV. 'B' (—REV.) TOP OF PLATE TOP OF WINDOW O 00 i� FIN. SECOND FLOOR TOP OF MASONRY in TOP OF WINDOW I FIN. GROUND FLOOR FIN. GRADE 00 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD ca I TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR LO L� 0 C•— CIO LLJ `®®rrr'r i r►rr®rr Lei o a N Ld • ' 4 • + (.3 • (J • i ,' � w+® �� vim' ®®® ®••++eels+•®•®����0®� Q 0 s'`®'®►►r rtrea®� OR o LL. Vo C>� e AvizAd H" Ew-E Z ,r04 o I zo�Av — 0.4 aza ZaW... hW � aw z 0 ~ E-fG�C�2E Z 0 Uc� W LLI V IIII d' N U, = 00 z 0 ,L;-1 0 :m 0 m = r W Y � o Ld --y � U I— Q ��oo DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BCm4 SHT OF 6:12 6:12 logo --- -- -- .. __. - _ WIN .1 M EM Ml>• i��i�M M ME 9 "'H E EEE. 'A' 6:12 � r2 FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS17 TPTH05E ELEV. 'B' (REV.) 7 UNIT BUILDING -7 LEFT AND R1+=;11'1' ll;I;;i ELEVATIONS 99 - 3/16 UPGRADED CORNER ELEVATION 6:12 FRONT ENTRANCE 'A' Z. WALKWAY ELEV 'B' WALKWAY ELEV 'B' WALKWAY 'A' CE�WALKWAY CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY �3 SHUTTERS G� WINDOW AT GARAGE *SHUTTERS WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BO -4, FOR ELEVATION DOTES, D MENSIONS AND DETA ES SEE INDMDUAL UNIT ELEVATION SHEETS 6:12 @E:-�,� WALKWAY 'A' SHUTTERS �r2 6:12 i6:12 --Jim PROVIDE CONTROL JOINT •••.. ':. •;.L,.:.. `: • •. '�'.:.' .:�. 5:12 •..: ,8 ,,,.'• E8 FRONT ENTRANCE 'A' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 7 UNIT BENTRY. 3/16 e 1'-590 6:12 E9 WALKWAY ELEV 'A'Ego WALKWAY ELEV 'B' WINDOW AT GARAGE SHUTTERS SIDE WALL ELEVATIONS I— h V I E I a o N ®`0�®11111111!/d�� CD ®" �r t� Z O U. rt ,� z ®uj 0 ch Wg�,� boom 0 LA - 111,1 Z � o H o �o Azow� " �Ez C) .w � e z©9p' m �7 Mw aWW Ez^ 04 o �I Z `4 ,,, N-� w W o ILEI O G 0 x �c .uiI a F— z E-1 w Z w0 P Ld U OLLJ C) W U) ,qt 04 oD Z w�Q 0 m = 2 ~ W Q U LLJ Qoo 0 J J CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC-5 SHT OF 21'-0" 20 0" 20'-0" 20'-0" 20'-0" 20'-0" 21'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4,-0" 4,-0 4,-0 4,-0 4,-0 4'-0" 4'-0" 4'-0" -- — — --—------------- / / c ,�—� d -- -----� / / / / i/ / / / / / / t—� �I ----- r———,>—,--<—-----——--� L —-----—— --------- _z— �„ — — — — —L-------------------- � 7— /— �—t —� � �— / � s —�—�--------- �— /— J -------------------------- PROVIDE FIRE RETARDENT�' // // / / // // / // // / / PROVIDE FIRE RETARDENT�= / / / / / // �/ / i / /i / / / / TREATED PLYWOOD SHEATHING // / // // / ; // PROVIDE FIRE SHEATHING TREATED PLYWOOD SHEATHING I ! / / / i � I / / / / / � � / / / TREATED PLYWOOD SHEATHING I 'I MIN. 4'-0" EACH SIDE OF li / / / / / / V / / i / / MIN. 4'-0" EACH SIDE OF f/ / / / / / // / / THE PARTY WALL CENTERLINE / / / ' / / /'I / / / / / / / / , THE PARTY WALL CENTERLINE / / / / / / / /' ' / / / / / / MIN. 4'-0" EACH SIDE OF NTERLINE NO PENETRATIONS ALLOWED �' / //�// // / 4 i / r / / NO PENETRATIONS ALLOWED / / / / / / // ' �/ / TNO PENETRATIONS HE PARTY WALL EALLOWED WITHIN THIS ZONE / / / / ' / / / / / / /' / /` / / i / / WITHIN THIS ZONE / // / / // /i / // i WITHIN THIS ZONE ----__ III ®N :0N�� L'��r,II���rI�L' ., i/////////,////// ////////////i/'////�///////'//////////////%///,III�jI ' i////////// ,///////////' ///////////////�' /////////// /r/I,/ //////////////ro2D//////////// s8 — / ////// //,////�///////'// X )IIIII// ////'/////✓ D / ////i/i/�/—�"S////J / ///////////'/.,,C" `; //T/�////////// i�/'',1���� It II -- --- III oI1 __��ijI���ri;III�( �` //i/////////,/, ////////,////////i/,/i/ri//r//,i''; //////////////////i ///////////%///// //////////////// /////////,/////// /////////i///////// �'/�'";'/{ I /////////////�III ///////////////// /////////// ///////////////�//////////—' /ii�'/�r" , /////////////// ,////—�/////// 1'J%�I� II D 1 8-- -- II D:-12 III " �� �(I,YIII��IIII � , ////ii////////////i/,i/////'/i'//////////////i//� /////i/////////// i//////////////// ///////////i//// D6 _S SD D6 w YY 6:12 0 CONCRETE TILE ROOF INSTALLED PER CONCRETE TILE ROOF INSTALLED P / / i '��1IIIIII — QQ CONCRETE TIL E ROOF INSTALLED ,��—PE—RCONCRETE TILE ROOF INSTALLED PER CONCRETE TILE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS NS MANUFACTURERS SPECIFICATIONS MANUFACTUNS MANUFACTURERS SPECIFICATIONSMANUFACTURERS SPECIFICATIORERSSPECIFICATIO�CONCRETE TILE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS m�1122 fi:h2 6:12 ® 6:12 6:12 1 6:12 6:12 6:12 6:12 r , 4 / 17- 11D.S/ r 6:12 612 D.S. :12 a.13a66:12 6:12 612 ! ' 'f ,/ 6:12 6:12 Y 8:12 612 — — — —— 1 ____ _ ________— 12 p // DI — —__ Lf r4 IIII II 6:12D6 I / I � // /r / 0 6:12 6:12 4 / I ---------------I / 'J -------------- -- ----------I / ��---L------------- / D.S. ROOF BELOW (,/ /--————— — — — — —I �� i/�------------- L/ J / / ,I ROOF BELOW /�L} / �� / �— �� / ROOF BELOW—_�___f_ '1 �— r--- -- ------J -- ---- ROOF BELOW i / / ? � / / / ,, �_ —�_ / n — _ / /� / / ----- __ — / / ROOF BELOW 23 TPTH06E EEEV. 'A' 4'-1" 4,-62„ I Li �e N w q, ee• o •: e• el' Li. �,, ; icy 6 W O r • • r ® Z "' : a z ui'cx e ®-® eeo•e• LL. cc 4 L Z T- O © Azo~(.V 1714 Ow Zup= cG 0 SAE rJ2 C'Q'rAE'' W U a P4 o c J ©raq�� a F—LL © w�� w ff TPTH03 (L_ PTH02 TPTH01 TPTH03 YELEV &E-EV TH05E EL_EV. A 21 EEEV. 'B' 20 EEEV. 'A' 19 EEEV. A . 'A' 'B' REV. d- N 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 7 UNIT 3 U I L D i N (0-7 3/16 l'-0 ROOF PLAN rm_\00F 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. DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 0 _ Z C� w � O � O m = =w Y r` LTJ 0 QOO CL 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. w 5'-9" 3' i SPECIFICATION OVER 7/8" THICK PRIMED 3 SURFACE OF THE EXTERIOR WALL FINISH OR WATER FLOOR TRUSSES BY REGISTERED TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS w MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) SD6 3'-3" 4 2 COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT 4 N Li z O U FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, _ PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a L cn Ln 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O ��IWS co U O p W CD _ CD cn `-' W w J Li m J � O z 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT = z z z Q C�� W ry Q Q U cn� z 21 w g w c� z w w � z J c 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" Q z OU Q O Q Of Q � O O Q z < 1 - J p J Q W _ I = S 0 O z I- D J � Q 3: y- w 1-O D z O O z w g O z W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1A W21 1H4 SH BLOCK SINGLE HUNG 264" 50R" 27j" 50j" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 26�' 63" 274" 53�" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO 2 HOUR SHAFT LINER SYSTEM PARTY WALL W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 44j" 8.56 NO TO BE EQUIPPED WITH SELF CLOSING DEVICE W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO (EXCLUDES 718" CEMENTITIOUS FINISH W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 0 W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 481" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j"I 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 G •JIM w 5'-9" 3' i SPECIFICATION OVER 7/8" THICK PRIMED 3 SURFACE OF THE EXTERIOR WALL FINISH OR WATER FLOOR TRUSSES BY REGISTERED TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS w MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) SD6 3'-3" 4 2 COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT 4 N NAILING SCHEDULE) PROVIDE DRAFT STOPPING OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION U FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. STAIR HANDRAIL HEIGHT = 38" PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a L EVERY 1000 S.F. BRACING IN ACCORDANCE 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O ��IWS d BI-FLD OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 311.5 BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR SHEATHING, 2x4 STUDS 0 16" O.C. TO WITH TPI/WTCA BCSI. (1/4') PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD FLOORING R1 ) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: MAX. VERTICAL RISE FOR = 12'-O" FLIGHT OF STAIRS -' w oSOAKER TUB O 1 x O m x2.) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES -* STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM40 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE EXPOSED BUILDING FACE 60"x366"x > m DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. ry INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 21 >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. c� Q MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE w m J c 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" Q z z O w cn RATING OF 1 HOUR WHERE LIMITING DISTANCE Ir Q Q U w 1 - J Q _j U V)z z Q � O = ~ S 0 Y U 6'-0-3 4 W J � FINISHED TEXTURE COATING PER BUILDERS o GROUND FLOOR _ z WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE w cn O z SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS OASIS 1A 2'-8" 8'-0" 1 R4 GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE 1 B . 3'-0" 6'-8" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS OF WALL. 1x2 PRESSURE TREATED 1C 3'-0" 6'-8" 1 R4 CL STRAPPING AT 24" O.C. T -NAILED INTO ADD TRANSOM / ELEVATION STRAPPING 024" O.C. 1D 3'-0" 8'-0" 1 R4 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL TEMP GLASS FRENCH 18 LT DOOR FROM GARAGE TO HOUSE 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS TO BE EQUIPPED WITH SELF CLOSING DEVICE �2 2'-8" 6'-8" 1 3'-24" EXTERIOR FINISH FOR SIDING OR INTERIOR DOOR 8' CLG. TYP. FIRE WALL BELOW, TO UNDERSIDE OF ROOF 2'-8" 8'-0" 1 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL INTERIOR DOOR' 9' CLG. TYP. QU1 �3 2'-6" 6'-8" 1 DRAWN AT/TJF U373 AND INSTALLED PER MANUFACTURERS 42" HIGH INTERIOR DOOR 8' CLG. TYP. SCALE AS NOTED 3� 2'-6" 8'-0" 1 HALF WALL (EXCLUDES 718" CEMENTITIOUS FINISH INTERIOR DOOR 9' CLG. TYP. FOR 2 STORIES TO 10'-0" MAX HEIGHT. ® 2'-4" 6'-8" 1 PROVIDE 2x4 SPF#2 BOTTOM PLATE & INTERIOR DOOR 8' CLG. TYP. ROOF CONSTRUCTION ® 2'-4" 8'-0" 1 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER INTERIOR DOOR 9' CLG. TYP. 1 0 2'-0" 6'-8" 1 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE INTERIOR DOOR 8' CLG. TYP. STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �7 1'-6" 6'-8" _7 1 INTERIOR DOOR S' CLG. TYP. V-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. C L 11 FIR SIT FLOOR PLAN x./499 = 19_®99 SIN N O a - I in I in 5'-102 " CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 20'-111" MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) 2 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE RANGE HOOD VENTED TO EXTERIOR AND 1" 1>> REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. 11'-7� 3'- 5� .SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 3 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES -------------- - - - -------------- --� IVl /ASTER SU I TE CARPET I TEMPERED GLA SHOE -� I ENCLOSURE �-------------� / 9' HIGH COFFER \ L--------------- W 1. C. ------- ----\- C 1 IL x � I 0 DBLE. HANGING 9,-121" BEDROOM 3 CARPET W57 4'- 0„ BI -FLS / \ 4 TEMPERED SD6O U MAX. WINDER DEPTH = 12" w CEMENTITIOUS FINISH FINISHED TEXTURED COATING PER BUILDERS af 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED ca G •JIM w 5'-9" 3' W57 4'- 0„ BI -FLS / \ 4 TEMPERED SD6O 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 MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT CEMENTITIOUS FINISH FINISHED TEXTURED COATING PER BUILDERS 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED GLASS G •JIM C I i SPECIFICATION OVER 7/8" THICK PRIMED 3 SURFACE OF THE EXTERIOR WALL FINISH OR WATER FLOOR TRUSSES BY REGISTERED TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS W55 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) SD6 3'-3" 4 2 COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT 4 N NAILING SCHEDULE) PROVIDE DRAFT STOPPING OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 'O FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. STAIR HANDRAIL HEIGHT = 38" PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a L EVERY 1000 S.F. BRACING IN ACCORDANCE 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O ��IWS d BI-FLD OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 311.5 BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR SHEATHING, 2x4 STUDS 0 16" O.C. TO WITH TPI/WTCA BCSI. (1/4') PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD FLOORING R1 ) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: MAX. VERTICAL RISE FOR = 12'-O" FLIGHT OF STAIRS -' WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE oSOAKER TUB O 1 x O m x2.) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES -* STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM40 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE EXPOSED BUILDING FACE 60"x366"x > m DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. ry INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 21 >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. - - -7 Q MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE J c 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" Q z BACKING ONTO ATTIC SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE W - RATING OF 1 HOUR WHERE LIMITING DISTANCE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING mN Q U FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL IS LESS THAN 3'-0" >> 1 " 3:::] In � > O C'ONC'RETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 18 O 2 HOUR MASONRY PARTY WALL PARTY WALL FROM TOP OF 6'-0-3 4 5-1Ln 4 OPT- _ _ FINISHED TEXTURE COATING PER BUILDERS EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. GROUND FLOOR ® Q = ,-. ro w (f)COAT WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE SPECIFICATIONS OVER 1/2' THICK PRIMED 3 CEMENTITIOUS APPLICATION, 8" NOM, SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED PER UL ASSEMBLY U905. FBC TABLE 720.1(2) BATH MIN. WINDER READ MEASURED = 6" 4.) Er OWALL CONCRETE BLOCK WALL REINFORCED PER _ _ J I� L.LAT ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR OASIS ©v ANY POINT STRUCTURAL ENGINEERS SPECIFICATIONS (FBC-R613 8) EQUIVALENT THICKNESS, CONTRACTOR TO GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE TIED TO CONTINUOUS BOND BEAM AT TOP DRYWALL ON WALL BETWEEN LIVING SPACE VERIFY THAT DELIVERED BLOCK HAS CORRECT wz° ILL > AND GARAGE MIN. R-11 IN WALLS AND OF WALL. 1x2 PRESSURE TREATED Hz RATING. PARTY WALL TO HAVE 1 1/2" P.T. X `N o m CL STRAPPING AT 24" O.C. T -NAILED INTO AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME STRAPPING 024" O.C. N x viIa z m oU O � TIGHT. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL 21 DOOR FROM GARAGE TO HOUSE w cn INTERIOR DRYWALL FINISH, TOTAL R -VALUE DOOR AND FRAME TO BE GAS PROOFED. DOOR SECOND FLOOR PARTY WALL TO BE 2 HR M 7- Cf) N `C TO BE EQUIPPED WITH SELF CLOSING DEVICE = (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY Z � 3'-24" EXTERIOR FINISH FOR SIDING OR cw O:2 LLJ FIRE WALL BELOW, TO UNDERSIDE OF ROOF CEMENTITIOUS FINISH. D 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL SHEATHING. SHAFT LINER ASSEMBLY PER UL QU1 RISE 7 3/4" MINIMUM TREAD 9" O INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. DRAWN AT/TJF U373 AND INSTALLED PER MANUFACTURERS 42" HIGH JOB No. 905/117 SCALE AS NOTED CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 1,1A SPEC. HALF WALL (EXCLUDES 718" CEMENTITIOUS FINISH FOR 2 STORIES TO 10'-0" MAX HEIGHT. OR SIDING) G \\\��� 02-2x4 ANY OPENING & EQUIPPED WITH BACK DRAFT PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 4 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER - cc 1 ATTIC ACCESS (FBC-R1001) DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. DN, 17R - E F OOR ELEV. 'A' 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 MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM MAX. NOSING = 1" 'n FLOOR TO EXTERIOR. FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE G •JIM C I i ATU SURFACE OF THE EXTERIOR WALL FINISH OR WATER 1 ►`�O' MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) SD6 3'-3" 4 2 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 4 N MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 'O FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. STAIR HANDRAIL HEIGHT = 38" PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a L N 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O ��IWS j BI-FLD OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 311.5 - _ O DN, 17R - E F OOR ELEV. 'A' 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 MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM MAX. NOSING = 1" 'n FLOOR TO EXTERIOR. FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE 8" C OEXPOSED PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION TOTAL AREA UNDER ROOF 1>> SURFACE OF THE EXTERIOR WALL FINISH OR WATER 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) SD6 3'-3" 4 2 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 4 N MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 'O FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. STAIR HANDRAIL HEIGHT = 38" PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a L N 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O MIN. HEADROOM = 6'-8" j THE LOWEST PART OF THE CLEAR OPENING TO THE OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 311.5 - _ O -IN R1 ) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: MAX. VERTICAL RISE FOR = 12'-O" FLIGHT OF STAIRS - WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE AT BASE) EQUALLY SPACED & ANCHORED - e LAUNDRY 1 x O m x2.) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES -* STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM40 HANDRAILS TO MEET REQUIREMENTS FOR 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE FINISHED FLOOR FOR WINDOWS > m DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. ry Z w 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE O >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. - - -7 Q MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE J c 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" FIXED GLASS REQUIREMENTS (FBC-R613.2) BACKING ONTO ATTIC SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE W - THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING METHOD -B (FBC-N1101.A) BATH 9'-12" TILE 4 - - - C I 1 21 �4 1 I.0 7"QR�ROR 4'-8" 3,-12„ 5'-22„ _ _ - - - - ROOF BELOW 3'-52" 4'-9" BEDROOM 2 CARPET EGRESS EGRESS W57 W57 ;j 2 13'-10" X 30" ELEV. 'A' F - - -", MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT 926 SF MAX. NOSING = 1" 'n = 44 ABOV L ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE C T 6'-91» 1 D 51>> TOTAL AREA UNDER ROOF 1>> SURFACE OF THE EXTERIOR WALL FINISH OR WATER MIN. TREAD & NOSING = 10" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) HAND RAIL - FBC R311.5.6 & R312.1 3'-3" 4 2 4 N MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 'O FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR L N MIN. INTERIOR GUARD HEIGHT = 36" MIN. HEADROOM = 6'-8" j THE LOWEST PART OF THE CLEAR OPENING TO THE O - _ O FINISHED RAILING WITH PICKETS SPACED MAX. VERTICAL RISE FOR = 12'-O" FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MAXIMUM 4" BETWEEN PICKETS. LAUNDRY HANDRAILS TO MEET REQUIREMENTS FOR 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE FINISHED FLOOR FOR WINDOWS TYPE II RAILS FBC R311.5.6.3 FOR GRIP TILE ry MIN. STAIR WIDTH = 3'-0" MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR PROVIDE - - -7 MIN. CLEAR STAIR WIDTH = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) BACKING ONTO ATTIC PAN UNDER W - (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WASHER 1 SPACE FROM UNCONDITIONED ATTIC SPACE FBC-N1101.1.2.2) AREA FLOOR ( MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS OPT- _ _ j EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. 12" FROM INSIDE EDGE WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE I 1 UPPERS �� & CEILING BETWEEN GARAGE AND LIVING MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING OWALL SPACE _ _ J I� L.LAT LJ d' Q. Do, L ANY POINT PASS RATIO. (FBC-N1113.A.1&2) (FBC-R613 8) BATH 9'-12" TILE 4 - - - C I 1 21 �4 1 I.0 7"QR�ROR 4'-8" 3,-12„ 5'-22„ _ _ - - - - ROOF BELOW 3'-52" 4'-9" BEDROOM 2 CARPET EGRESS EGRESS W57 W57 ;j 2 13'-10" X 30" ELEV. 'A' -N MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT 926 SF TOTAL AIC AREA 'n COVERED PORCH AREA ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OPT. TUB & OPT. TOTAL AREA UNDER ROOF 2024 SF SURFACE OF THE EXTERIOR WALL FINISH OR WATER -BASE ABINET O HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. ,STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 'O MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. j MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE TYPE II RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2) ry SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FBC-N1101.1.2.2) AREA FLOOR ( SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 LJ d' Q. Do, L 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) 0 LLI W' �: + � J of a oe J GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON wz° Q /� AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION Hz Zo CID 1- JM C.7 FLOORS w/ CONDITIONED SPACE ABOVE. TAPE a�aza W AhEmv CL ZI r PQ AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION &AREA NOTES 0 w CE x viIa F_ 0 TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS 0 L) 0 DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES M 7- TO BE EQUIPPED WITH SELF CLOSING DEVICE /NS/DE STRAPPING W/ DRYWALL AND Q Z � AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR cw O:2 LLJ PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. D 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL QU1 RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF INSIDE FACE OF STUD TO OUTSIDE JOB No. 905/117 SCALE AS NOTED CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 1,1A 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDING) G ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM 2'-42" FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF VERT HEIGHT ALLOW 30" HEADROOM IN S'ECOND FLOOR PLAN ATTIC TI HATCH LOCATION. (R-30) RIGID OR SIDI G (P ? LLE, MASONRY 0711 R, INSULATION BACKING. OR SIDING (PER ELEI/A T/ON) AS OUTLINED IN AMERICAN NA TONAL STANDARDS 95 - 9 -099 /NST/ TUTS INC. (ANSI Z765-2003) 3'-6" 4„ 2'-0„ �N DRYWALL KNEEWALL 52 KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL AIC AREA 1588 SF COVERED PORCH AREA 1.3 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF y3� Lam➢ Q c) 0 ry Cn LgJ LJ d' Q. Do, L ® 0 00 ®LLJ 0 d " U " Z 04�LLI •gz 0 LLI W' �: + � J of a oe J 0 Z` O � wz° Q /� A~oma �J DEnz"i Hz Zo CID 1- JM C.7 Lj a�aza W AhEmv CL ZI r PQ Lara 0 w CE x viIa F_ 0 C"� C) Cq 0 L) 0 w W Z Q V)' M 7- 00 _0 00 Z � N � W cw O:2 LLJ D U _ _ QU1 C F - DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 1,1A SHT OF _ 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) Dmm 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 6:12 W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED [:No (U Nti PROVIDE CONTROL ::. ..:.. ....: 6:12 JOINT SMOOTH FINISHED \AIIkinn1Al ANIM nnnR pmm"mm ■ ------------- -------------- ;IDT ELEVATION 99 A 99 2'-4" A ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FMN (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER t N N 6:12 7/8" STUCCO PLASTER FINISH (2nd FI TYP ) I Fmm rm7Em: mm 1_111111111 IN 11-11111111111111111111 mi 61111 111 11 7F1111 11 11,11 F_ oil GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT. FRONT ELEVATION 1/4 99 — V -0 7S PPO -36"x48" BATH OASIS WINDOW 00 w (LEFT -ALIGN W/ WINDOW BELOW) PROVIDE CONTROL JOINT ® PARTY WALL 6" WIDE SCORED WINDOW :...._.... . • ;.• . ; . j:.. 72"x96" , • : U..'.: '.. .. : . :. •' PATIO DOOR 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'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF TOP OF PLATE TOP OF WINDOW i 18" ROOF OVERHANG �j 00 FIN. SECOND FLOOR TOP OF WINDOW cm 0 0 • I c FIN. GROUND FLOOR FIN, GRADE (E 1 99 A 99 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o I cc FIN. GROUND FLOOR FIN. GRADEco REAR ELEVATION "A" I 0; r 1'-6" 10" Li 7> EQ. EQ. W ® i Op °0` U Uj N C:) D®, » I ®aa �py►r�p /� 0010 S1I/ll ®� a Q LC) Q W i W Z N r' o d� ` ,3��_f 10" WIDTH " 7" WIDTH SCALE 2:1 �3 I� 1444 SMOOTH FINISHED 3/4" RECESS WITH FLAT HEADER �Uoaw SCALE 2:1 z 18"x63" PREFORMED STUCCO PANEL SHUTTERS ;IDT ELEVATION 99 A 99 2'-4" A ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FMN (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER t N N 6:12 7/8" STUCCO PLASTER FINISH (2nd FI TYP ) I Fmm rm7Em: mm 1_111111111 IN 11-11111111111111111111 mi 61111 111 11 7F1111 11 11,11 F_ oil GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT. FRONT ELEVATION 1/4 99 — V -0 7S PPO -36"x48" BATH OASIS WINDOW 00 w (LEFT -ALIGN W/ WINDOW BELOW) PROVIDE CONTROL JOINT ® PARTY WALL 6" WIDE SCORED WINDOW :...._.... . • ;.• . ; . j:.. 72"x96" , • : U..'.: '.. .. : . :. •' PATIO DOOR 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'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF TOP OF PLATE TOP OF WINDOW i 18" ROOF OVERHANG �j 00 FIN. SECOND FLOOR TOP OF WINDOW cm 0 0 • I c FIN. GROUND FLOOR FIN, GRADE (E 1 99 A 99 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o I cc FIN. GROUND FLOOR FIN. GRADEco REAR ELEVATION "A" I 0; r 77 10" Li 7> EQ. EQ. W ® Op °0` U Uj r C:) D®, » ®aa �py►r�p /� 0010 S1I/ll ®� a Q Q W W Z VARIES r' o d� ` ,3��_f 10" WIDTH " 7" WIDTH SCALE 2:1 Y SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER ;IDT ELEVATION 99 A 99 2'-4" A ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FMN (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER t N N 6:12 7/8" STUCCO PLASTER FINISH (2nd FI TYP ) I Fmm rm7Em: mm 1_111111111 IN 11-11111111111111111111 mi 61111 111 11 7F1111 11 11,11 F_ oil GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT. FRONT ELEVATION 1/4 99 — V -0 7S PPO -36"x48" BATH OASIS WINDOW 00 w (LEFT -ALIGN W/ WINDOW BELOW) PROVIDE CONTROL JOINT ® PARTY WALL 6" WIDE SCORED WINDOW :...._.... . • ;.• . ; . j:.. 72"x96" , • : U..'.: '.. .. : . :. •' PATIO DOOR 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'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF TOP OF PLATE TOP OF WINDOW i 18" ROOF OVERHANG �j 00 FIN. SECOND FLOOR TOP OF WINDOW cm 0 0 • I c FIN. GROUND FLOOR FIN, GRADE (E 1 99 A 99 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o I cc FIN. GROUND FLOOR FIN. GRADEco REAR ELEVATION "A" I 0; r Q I r—) Li d a o Li a ®® W ® Op °0` U Uj r C:) D®, » ®aa �py►r�p /� 0010 S1I/ll ®� a Q Z W W Z 0 W r' o d� = I Pq AzOwn t- Y n �rz� � � �Uoaw U z Zvoi w5 � ^� ISI 0 14 z Ig o �;) qE-4a. M d' v o Z� i- DESIGN O zz o .o QUADRA AT/TJF w Ey DWG.No. F- I— E., Z DATE 11/11/11 v WISI W Z V, D Ld Q I r—) I Li W Op 00 r Q Z W W 0 W 0 = I Y n �-- W � � U _ C) a0�- CL DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT 0F iwvmmllk C 2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE T/1f7 nE- DI ATC GROUND FLOOR TO SECOND FLOOR 17 RISERS © 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B S T A: R E C T: 0 N 99 19 ]BUILDING -7 4i Im SHT OF 1.3A I a V) I ° �Z � o on = Q Z W 3::� W :2� W O = W I Y u LJ I-- m (10 _ _ � F— W <0CL CL :2 __.I I— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. .1013 No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT OF 1.3A I WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E 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. COVERED PORCH AREA L I N LIN GARAGE AERA 373 SF N 2006 SF w 0 14 � HASE AHU F 11 O n N o W w N � z 0 ii _N Cn O p 0 C7 w O C � .Cn W Of r) Lu J (if Q~ w Q n z II z l CARPET = Z zLlj z Q w m J U z W W Q W Q CL z _j Z z w I I I I I - - -17� - 1 II TUB II o p 0 x� a < m z 2 O Q <C = z o a o J W i- I- 0 = 0 co z_ z J w Q >- w D D 0 R4 B LABEL w OD FOR 1 HR RATED WALLS § 3:f O 1" R4 � 2 1 B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 261" 508" 27j" 508" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 262' 63" 27j" 634" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO 4„ 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 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 5A W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 118.50 ® YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 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" 48'j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 481" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 601" 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 O COVERED PORCH AREA L I N LIN GARAGE AERA 373 SF N 2006 SF w 0 14 � HASE AHU 11 O n N � z 0 ii W 2-6 I -FOLD LAUU� D 2-6 BI -FOLD 20 >_ J� 11 W C C I TILE r) Q~ w Q n z II z l CARPET x 1/ m x 13PAN I X IO U R WASHER ca w = it � °' C/) z o o LLJ ~ _j Q z w I I I I I - - -17� - 1 II TUB II UN 3F O a < m z 2 z Q ¢ JD I _ = Y O - Z) W J W I- C3 0 0 = r co 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1" R4 1 B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 IL- ADD TRANSOM / ELEVATION 1 D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 02 2'-8" 6'-8" 1 „ 9, 12 INTERIOR DOOR 8' CLG, TYP. 4„ 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, 44 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 4A 2'-4" 8'-0" 1 g�" INTERIOR DOOR 9' CLG. TYP. ® U5 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5A 2'-0" 8'-0" 1g° INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG TYP. �7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. 20'-0" 40 4'-11" Id - - PATIO 10'-0"x 8'-0" CONCRETE AC `=_ (-)0 -4" 3 W53 6080 PA 10 DOOR Ln� 316" 9'-18"foo T 5,_91" 1 1 I 316" SEE DRAWINGS 4'-6" 4 I I BY CABINET J MFR R DINING 54"x30" PREP. I KITCH OGAB c0 TILE �� ISLAND N SIN r ELEVATIONS r-IN r-100 I N o KITCHEN iS i a _ TILE L - J I 1 1 _IN PNTR DW I- S D 6) SD6-------- ❑ RAISED SNACK BAR +-IN LO N Y J a Q --- -, --- -- -- --- JF --- -_� 11„ 313- _j m a 7 -41 2 6'-1" 2 1316 160 1'-10" N ��I coal' 9311 UJ z LLJ 1 6 1of IN Y J oCy) Qzl 1 GATHERING ROOM Qma- o _j w 1 TILE Lj I- `--ISN 0 00� 0� �� z 1 8" DROPPED m 0 :D _ ry w o COFFERED CEILING TO a v Cn ry o V) COVER DROPPED STEP 00 Q i I-- >- OPROVIDE o rK m 1 L - - -RAILING - - - -5/8"TYPE "X" �� 0 D bi U) 1 DRYWTLL -�1-\ SIN UNDER STAIRS- -- 0 o a n 1'-91 �'> 4,-02„ 6'-31„ 71-16 11 Tu Ln FOYER u 6 7 r -IN TILE 17 71 1 1 STORAGE `n PROVIDE 45 MINUTE FIRE RATED 51" 2'-1 " I- - 4 DOOR w/ RATED 112" DROPPE - - CLOSER ILL AND B BULKHEADO WD` 1 1 TILE IRROR LO 1E o STOP & O E) O _I DROP HWT PROVIDE 1 LAYER 5/8"o� O R CH TYPE "X" EXTERIOR 1 (-)0'4" PROVIDE SHEATHING ON PORCH (- 0'- 4 1 PAN CEILING THIS UNIT UNDER 3„ 1„ HWT 11 313„ 2> 0„ 2'-68 6'-62 2'-5" 5 -616 16 sz 7g„ELECTRIC PANEL '0 LOC. SEE t'o SHT E1.1 zv- - El ECTRI M TER V NI HE 0 CD -I -- ------� GARAGE 2-24' WID 1 SHUTTERS W/ SI L 1 BELO t" IN d- o I 1<7 2 I I 16'0"x7'0" O.H. GARAGE DOOR A .3 LINE OF SYNTHETIC STONE WAINSCOT 2, 0„ V-2" 16'-0" C FIRST FLOOR PLAN. No0 0 0 N 20'-0" 3,_92„ 9,-52„ 6' 9„ 1 3 CENTERED 3 SD6 1 OVER PATIO SDF X' TEMPERED DOOR GLASS BELOW TUB ABOVE W55 W57 W57 060"x42"x20' = SOAKER TU - - - - - - - - - - O 'o 21 I \ / N N MASTER MASTER SUI TIE I< BATH 1 1 CARPET I I z a- > - OASIS 9' HIGH COFFER Qf F -- TI LE --TILE r CEILING o Q 1=N 1 oc"J r'IN 21 o 0.� _x TEMP - GLASS o Of ry � Lu ENCL. d� C) p C/) 7 \ cn = Z'2 3'-23" \\ 4 G 2 '9 \ �„ O _ _ 0 N Ln J443 I O BEDROOM 3 CARPET 1 0 0 5-0 I BI -FOLD In I 6„ 10'-112„ 2, 1„ 3,-92„ 4„ EGRESS I 8' CEILING 1 W57 I BEDROOM 2 1 CARPET VAULTED (CEILING I 1 2'-102„ 2,-22„ =_ I � I I I I 4„ 12,1 4" I EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6'-41. 40" HIGH KNEE WALL W/ PTD. PINE CAP I I �t- u� 2' -OZ„ 5,-1„ 12'-102„ E 0 N D rj;ti 1/4. /4 99 - 1 5 -0 99 lima,I■111 2'-102" 2'-0" 41" 2 0 0 HALLWAY STOP & DROP _o CD Ell TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS I ISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF C) SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED Ln COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) LLi 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 Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 71\ MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) I FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE Lj APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS N 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION \`®®11 II11//d® " d' PROVIDE R30 BATT/ BLOWN INSULATION AND ®®� ®✓® �^ W 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH o,�.��%®'�I® C:30 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 •®•+•oY•o°®•+° ®®� C'j Z Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ®�� • • �o� < 11. Ad 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: .:wohti w".P V AT BASE) EQUALLY SPACED & ANCHORED m Z CMCC•• 'J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • Lli MT • a z C3 STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) r ° p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ® •..J �"r®Or @0+� Q 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM• ® +•• : 0ry�J `.`� J O DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® '/+® ®• WINDOW = 5.0 Sq. Ft. ® ®® ®°•°°009 • ®� 0 LJi 3.) RISERS RGLUEDNAILED. SHALL BE 1x8 D SPF#RIPPED MINIMUM WINDOW SAREA FOR SECOND FLOOR EMERGENCY ESCAPEDOWN AS MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE s� 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) i, y MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, + MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVEb It FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS V MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) A ~ ' � FOR WINDER STAIRS O FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" �9.4MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR �'T V2 0 4.) FLASHING SEALANTS AND 12" FROM INSIDE EDGE ,.z h„a .-I MIN. WINDER READ MEASURED = 6" WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) �! ;:� 2 04 ., MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT L) E-0 q CO ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z O CD SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0-4 U2 OHAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH IEE -4 c o -4r 'T" '~ MIN, STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR F� C) Z P4 O MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E. ', MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A 55 z E. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND C~ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 as EZr Z HANDRAILS TO MEET REQUIREMENTS FOR PI4 O TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O O x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) w U! a TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311,5.6.2 CONTINUITY N WINDOW � OW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" © W C',. H 0 z OWALLS BACKING ONTO ATTIC 8 FBCFBC-N1102.ABC.1 2) g,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS O WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) 0 SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME g TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. Q 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALLLj RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM 0 INSIDE FACE OF STUD TO OUTSIDE W CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCL UDES 7/8" CEMENT/T/OUS FINISH O Z 10'-0" FROM A/C CONDENSER. MIN. 36' FROM G ANY OPENING & EQUIPPED WITH BACK DRAFT DR SIDING) = O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5'Q DIMENSIONS ARE MEASURED FROM Z ATTIC ACCESS (FBC-R1o01) FACE OF STUD TO FACE OF STUD. In 3: ' 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.J MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ~ ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING PER ELEVA TION AS OUTLINED O W INSULATION BACKING. Lj IN AMERICAN NATIONAL STANDARDS Y INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA MIRROR �S J SECOND FLOOR AREA O CD 1583 SF O COVERED PORCH AREA L I N LIN GARAGE AERA 373 SF N 2006 SF 14 � HASE AHU 11 O n N � z 0 ii 1 2-6 I -FOLD LAUU� D 2-6 BI -FOLD 20 >_ J� 11 W C C I TILE PROVIDE T C Q~ w Q n z II z l CARPET x 1/ m x 13PAN I X IO U R WASHER OPT. BASE CABINET _170 � = it � °' I L S J� I - Irl -70- I 70- 7 _j I mil z w I I I I I - - -17� - 1 II TUB II UN 3F a < m z 2 oli ¢ JD I �_-_j � OPT,II PPERSJ 0 11 CoQ 11 1 1 7 D N IL- I sD6�-� 14R I 0 „ 9, 12 4„ Lct2 ------ DN 7F 10 W.I.C. Co 44 �3'-9>, n G BATH o I ® OT TI LE 3 N Ln J443 I O BEDROOM 3 CARPET 1 0 0 5-0 I BI -FOLD In I 6„ 10'-112„ 2, 1„ 3,-92„ 4„ EGRESS I 8' CEILING 1 W57 I BEDROOM 2 1 CARPET VAULTED (CEILING I 1 2'-102„ 2,-22„ =_ I � I I I I 4„ 12,1 4" I EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6'-41. 40" HIGH KNEE WALL W/ PTD. PINE CAP I I �t- u� 2' -OZ„ 5,-1„ 12'-102„ E 0 N D rj;ti 1/4. /4 99 - 1 5 -0 99 lima,I■111 2'-102" 2'-0" 41" 2 0 0 HALLWAY STOP & DROP _o CD Ell TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS I ISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF C) SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED Ln COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) LLi 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 Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 71\ MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) I FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE Lj APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS N 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION \`®®11 II11//d® " d' PROVIDE R30 BATT/ BLOWN INSULATION AND ®®� ®✓® �^ W 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH o,�.��%®'�I® C:30 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 •®•+•oY•o°®•+° ®®� C'j Z Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ®�� • • �o� < 11. Ad 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: .:wohti w".P V AT BASE) EQUALLY SPACED & ANCHORED m Z CMCC•• 'J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • Lli MT • a z C3 STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) r ° p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ® •..J �"r®Or @0+� Q 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM• ® +•• : 0ry�J `.`� J O DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® '/+® ®• WINDOW = 5.0 Sq. Ft. ® ®® ®°•°°009 • ®� 0 LJi 3.) RISERS RGLUEDNAILED. SHALL BE 1x8 D SPF#RIPPED MINIMUM WINDOW SAREA FOR SECOND FLOOR EMERGENCY ESCAPEDOWN AS MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE s� 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) i, y MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, + MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVEb It FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS V MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) A ~ ' � FOR WINDER STAIRS O FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" �9.4MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR �'T V2 0 4.) FLASHING SEALANTS AND 12" FROM INSIDE EDGE ,.z h„a .-I MIN. WINDER READ MEASURED = 6" WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) �! ;:� 2 04 ., MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT L) E-0 q CO ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z O CD SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0-4 U2 OHAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH IEE -4 c o -4r 'T" '~ MIN, STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR F� C) Z P4 O MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E. ', MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A 55 z E. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND C~ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Z MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 as EZr Z HANDRAILS TO MEET REQUIREMENTS FOR PI4 O TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O O x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) w U! a TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311,5.6.2 CONTINUITY N WINDOW � OW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" © W C',. H 0 z OWALLS BACKING ONTO ATTIC 8 FBCFBC-N1102.ABC.1 2) g,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS O WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) 0 SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME g TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. Q 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALLLj RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM 0 INSIDE FACE OF STUD TO OUTSIDE W CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCL UDES 7/8" CEMENT/T/OUS FINISH O Z 10'-0" FROM A/C CONDENSER. MIN. 36' FROM G ANY OPENING & EQUIPPED WITH BACK DRAFT DR SIDING) = O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5'Q DIMENSIONS ARE MEASURED FROM Z ATTIC ACCESS (FBC-R1o01) FACE OF STUD TO FACE OF STUD. In 3: ' 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE w STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.J MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ~ ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING PER ELEVA TION AS OUTLINED O W INSULATION BACKING. Lj IN AMERICAN NATIONAL STANDARDS Y INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 S TOTAL A/C AREA 1583 SF COVERED PORCH AREA SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2006 SF 1i "- Q U M J F- 0 1-- U QCL Q_ :2 O DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED __--' DATE 11/11/11 SHT OF 2.1A I L 2'-0" SIN N O T) SIN i N 3" 1 0 3'i 11, 1 11 3/4" RECESS--� SCALE 2:1 16"x63" PREFORMED STUCCO- PANEL SHUTTERS VARIES 3 7" �4 SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER z oc VARIES 7" �3�4 k SCALE 2:1 24 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'-4" ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT © PARTY WALL -- -- PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) 99 REAR ELEVATION 99 A 1/499 — V-0 99 (E r5D)!,- ENTRY CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT — PROVIDE CONTRO JOINT GARAG-TE ELEV 0 rt I 0 00 I 0 0 I 00 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED — WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN. GRADE 6:12 ME 6''\2 E FEMININE-] IN GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ. FT. FRONT ELEVATION '9A99 9A99 1/499 17®0 99 20 20 6.- 6:12 6.�2 6:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) 5:12 — PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON 6i 4 STONE VENEER � r, 1/4 1 9-099 ENTRY GTARAGTE � TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 1 /2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER I 0 0 co FIN. GROUND FLOOR ---------- FIN. GRADE 00 7' 1-_ h U Ln I E I Q o W I Oz 00 2 O Z ~ > W O J O W Y I ° Q U M_jM O U i— ar a. � :2o DESIGN BRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT OF 2.2A BUILDIN,=: 1/4 W- SEC-11TION AT PORuf-"H I cc TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS � TAII S E C,/ T10 0 ( ) 1/4 93 = 1 -0 91 I c A) BUILDINkoff f S)'E kC/ T 10 N Dn.J Z ry u cn i, jl W d eor�rp i w �►e►►r N O z Lu cr C3 0 ® z 4� a al �qp ° 0011° 000 Zi z 0 A m z L" Zca IOW Ez ILllJI E w zbw.- Z z� ILLI z pq H N C) L� Li Z 7 r a Q V) ° m � m O DU Z ~ w .<> C) J 0 w 2 Y I n C) U I— QCL CL DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 2,3A SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 0 T Q 271 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT (FBC-M1503) RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE w REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z 0.4 CC C$ EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS Z MICROWAVES LOCATED ABOVE A COOKING z O APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 16 w w Cn W Jaa SPECIFICATION OVER 7/8" THICK PRIMED 3 _N V) FLOOR TRUSSES BY REGISTERED TRUSS O 0 (=j W O Z c�ry a W L w0 m J p Z 3:= 0 z z z z Q W ENGINEERS SPECIFICATIONS) R13 BATT J O Z 3. of w w w a_ RATING OF 1 HOUR WHERE LIMITING DISTANCE w � Z ~ 0 0O O U w O Of of O O Q � z Q 0 0 J Q W� w w - _ 0 _ 0 0 (n E w _j L - OF WALL. 1x2 PRESSURE TREATED O RATING. PARTY WALL TO HAVE 1 1/2" P.T. Fj T O z w REFLECTIVE INSULATION (R-4.1), 1/2" O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60i" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63 274" 63j" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 261" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50" 37j" 5089" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES �5 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 FLIGHT STAIRS W55 3040 SH FRAME SINGLE HUNG 36" 48" 36�" 484" 12.00 NO FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 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 MIN. STAIR HANDRAIL HEIGHT = 34° W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j", 16.88 NO JUNCTURE BETWEEN EXTERIOR PLASTER AND 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 8 WALLS BACKING ONTO ATTIC O W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48j" 16.00 NO FBC-N1101.1.2.2 FLOOR AREA ( ) W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) NFRC LABEL PROVIDING U -VALUE &SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR 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 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 T Q 271 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT (FBC-M1503) RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE w REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z 0.4 CC C$ EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS Z MICROWAVES LOCATED ABOVE A COOKING O APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED TER FINISHED TEXTURED COATING PER BUILDERS Z E- EO [� W ©moo z W Jaa SPECIFICATION OVER 7/8" THICK PRIMED 3 > FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER LLI MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER BRIER PER ASTM C &APPROVED L EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB EXTERIOR p WITH TPI/WTCA SCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS @ 16" Q.C. TO 0 UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL 0 FLOORING ENGINEERS SPECIFICATIONS) R13 BATT _ _ EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE c7 RATING OF 1 HOUR WHERE LIMITING DISTANCE w m IS LESS THAN S-0" BLOCK CONSTRUCTION - Cf)z O 0 Lij (n 2 HOUR MASONRY PARTY WALL Ir- Q GROUND FLOOR PARTY WALL FROM TOP OF = w Y Pz Q Q of i V) Q 0p d 0 O EQUIVALENT THICKNESS. cONTRACTOR TO w _j L - OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. Fj T STRAPPING 0 24" O.C. ft� REFLECTIVE INSULATION (R-4.1), 1/2" O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 OINTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STbRIES TO 10'-0" MAX HEIGHT. 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS DRYWALL BOTH SIDES OF STUDS. 1C 3'-0" 6'-8" 1 R4 SPF#2 OR 2x6 SPF#2 ® 24" O.C. ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN TEMP GLASS FRENCH 18 LT FLOORS BETWEEN CONDITIONED AND 1 E 3'-0" 8'-0" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS U2 2'-8" 6'-8" 1" REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 8' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING 2'-8" 8'-0" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 R311,5 INTERIOR DOOR 9' CLG. TYP. 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. 0 2'-6" 6'-8" 1 TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES INTERIOR DOOR 8' CLG. TYP. 1') (FBC-R310) 2'-6" 8'-O" 1 i" 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" INTERIOR DOOR 9' CLG. TYP. �5 2'-0'' 6'-8" 1 MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING INTERIOR DOOR 8' CLG. TYP. = 44" ABOVE FLOOR 2'-0" 8'-0" 1 MAX. RISER = 7 3/4° FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 FLIGHT STAIRS FINISHED FLOOR FOR WINDOWS INTERIOR DOOR 8' CLG. TYP, 2'-2" 8'-0" 1 FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" INTERIOR DOOR 9' CLG. TYP. �7 1'-6" 6'-8" 1 AT ANY POINT (FBC-R613.8) INTERIOR DOOR 8' CLG. TYP, INSTALL APPROVED CORROSION RESISTANT FLASHING AT 1'-6" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG, TYP. RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34° MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS L0100 r` 20'-0" 6'-O2" PATIO 10'-0"x 6'-0" CONCRETE 6080 PATIO DOOR 1 1 1 1R 11 1 5'-616' 3'-6" _41- I 42"x42" - ISLAND I I I 1 1 KI I CHEN TIL I 1 �IN 1 a � I "' �---- DW L _ - J 42' HIGH PROVIDE WALK-IN SNACK BA 5'-22" AC W53 W53 DINING ROOM r) TILE 0-) o) Q I I w N N 5/8"TYPE "X" PANTRY k �� DRYWALL 14 A JNDER STAIRS 3 3 3,-616>, O 5'-3�„ -5 0 STORAA�� NYS _L9�L_ GATHERING ROOM w Op a HEADROOM J O - - -3- TILE j LO � m 3-6�� 15'-6 66" � mow.. c¢i� 00 n- O J oo� 0Of m z gof w 0o cin - -- 6 7 - -- LOC. SEE JQ W n w L z Y� 5'-10" ELECTRICAL 5 SHELVES FOR 9' CEILING SHTS 12'-216 COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 0 T Q 271 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 )I00 r` SHUTTER DETAIL _ SEE SHT -N 3.2B o_ I Ln -IN 31, 716 DON UP 17R GO I N FOYER �p TILE CO I N 6'-10 5 " x-10 1D � N „ PORCH It - ELECTRIC METER N { NICHE ------ 5'-4" 7„ H U TTERS SEE ISHT 2.2A \LINO OF SYNTHETIC � S ONE WAINSCOT 6'- 616» N U J OQ -j J U 3L „ll 3: 16 w I- 4- I_-w� ofr� a C) 0 wp J O Owe^ � - of Dmr z :��� 3'-102" 5'-6 6" 16" DROPPED BULKHEAD VER TOILET 11 OPWD. I TILE Q 4„ 2>/1� „ 2 -9 N MIRROR sDN DROP _I HWT N 0 PROVIDE PAN UNDER 1 2- HWT 31, 316„ 2'72„ 7,_O8„ 2 -616 PANEL RIC GARAGE LOC. SEE ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, ELECTRICAL 5 SHELVES FOR 9' CEILING SHTS 12'-216 -I 2 I I - LINE OF FLOOR ABOVE- 8'0"xl7'0" D.H. GARAGE DOOR n 8'-0» V-2 3U" 16 FIRST FLOOR PLAN NCO 0 1 0 N LnI00 r` S.'ECOND FLOOR PLAN 1/49, 1�_0 4" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4" x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. 0��HALLWAY STOP & DROP 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 & AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1580 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA 271 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT (FBC-M1503) RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE O REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z 0.4 CC C$ EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS Z MICROWAVES LOCATED ABOVE A COOKING S > APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED TER FINISHED TEXTURED COATING PER BUILDERS Z E- EO [� W ©moo z W Jaa SPECIFICATION OVER 7/8" THICK PRIMED 3 CL/ FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER LLI MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER BRIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB EXTERIOR p WITH TPI/WTCA SCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS @ 16" Q.C. TO 0 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 QOM RATING OF 1 HOUR WHERE LIMITING DISTANCE CL BJH IS LESS THAN S-0" BLOCK CONSTRUCTION - DESIGN DF OCONCRETE 2 CEMENTITIOUS FINISH QUADR 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. . '- PER UL ASSEMBLY U905, FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. cONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STbRIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE 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 OINTERIOR STAIRS -SITE BUILT FBC 2007 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 R311,5 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4° FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 12" FROM INSIDE EDGE ABOVE FINISHED FLOOR MIN, WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER HAND RAIL -FBC R311.5.6 & R312.1 O RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34° MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812, RECOMMEND SIKA 201, MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 8 WALLS BACKING ONTO ATTIC O 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC WALLSS WHICH C.H SEPAARR ATE CONDITIONED LIVING METHOD-B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FBC-N1101.1.2.2 FLOOR AREA ( ) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A, WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE & CEILING BETWEEN'GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE &SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH, 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY l/ENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING, OR SIDING (PER ELE/A TION) AS OUTLINED IN AMERICAN NA TONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 880 SF TOTAL A/C AREA 1580 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1895 SF 3.1 B m 0 d� Wz°'�� Ac6zE� N 0 -w i O Z 0.4 CC C$ Z P" to N &4 z ,-. S > �A��roa"* W 0 LiJ Z E- EO [� W ©moo z W Jaa CL/ x .� LLI �0Cv ��C z PQW0 W Z p m 0 3.1 B m W O Z S > W 0 LiJ w pZ: LLI -j N 0 _ _ QOM CL BJH DESIGN DF QUADR CHECKED TH DWG.No. JOB No. 905/117 SCALE AS NOTED . '- DATE 11/11/11 3.1 B 2'— 0 N I N 4„ 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS z 00 m 10" Li 3': 7° EQ. 7„ 4„ w EQ. EQ. ••® a8,. o ® W i� I R �•. • , ..,.. a _ Z 0 =_ 7" o0 cn w a : CJ �° 4" > a � - �® .®co®.®•�� e.� VARIES U w VARIES 7"__,3 10" WIDTH SCALE 2:1 SCALE 2:1 W rr a 10" WIDTH ARCHED HEADER N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (-) VARIES 3" 7" L 3�",4"k SCALE 21 N 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'— 0 N I N 4„ 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS z 00 I N I u-� I N 3loll 31,143„ 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" m 10" Li 3': 7° EQ. 4„ w W ••® a8,. o ® W R �•. • , ..,.. a _ Z 0 =_ z t� LLI . to o0 cn w a : CJ �° (v > a � - �® .®co®.®•�� e.� VARIES VARIES 7"__,3 10" WIDTH SCALE 2:1 SCALE 2:1 W SMOOTH FINISHED WINDOW SURROUND DETAIL 10" WIDTH ARCHED HEADER N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER I N I u-� I N 3loll 31,143„ 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 /�O JIUUI.V PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) - - -- -PROVIDE • o �33IE (NTRY- E � 1 9 3 4'-6" 6.1`L 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE 6" WIDE SCORED DOOR SURROUND SMOOTH STUCCO PLASTER (TYP) JOINING -T UNIT ELEV PAIRED W/ TPTH05E ELEV, A �) U GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 1/499 V-099 E 4 ENTRY- 1/4 .SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL TOP 0 PLATE o TOP OF PLATE r TOP OF WINDOW 7/8" STUCCO -PLASTER FINISH (2nd FI. TYP.) j 0 ca i� 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 o FINISH (Ground FI. TYP.) r 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) -PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR GRADE ------------------ _co 991399 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PORCH GUTTER DRAIN TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER GTARAGYE ELET 1�ffim;j m Li F4' EQ. W ••® a8,. o ® W R �•. • , ..,.. a _ Z 0 =_ z t� LLI . to o0 cn w •- : CJ �° (v • a � - �® .®co®.®•�� e.� C VARIES 7"__,3 10" WIDTH ;� N 7" WIDTH SCALE 2:1 W SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 /�O JIUUI.V PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) - - -- -PROVIDE • o �33IE (NTRY- E � 1 9 3 4'-6" 6.1`L 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE 6" WIDE SCORED DOOR SURROUND SMOOTH STUCCO PLASTER (TYP) JOINING -T UNIT ELEV PAIRED W/ TPTH05E ELEV, A �) U GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 1/499 V-099 E 4 ENTRY- 1/4 .SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL TOP 0 PLATE o TOP OF PLATE r TOP OF WINDOW 7/8" STUCCO -PLASTER FINISH (2nd FI. TYP.) j 0 ca i� 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 o FINISH (Ground FI. TYP.) r 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) -PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR GRADE ------------------ _co 991399 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PORCH GUTTER DRAIN TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER GTARAGYE ELET 1�ffim;j z t- 0 W) A~G P4 171 0 Up co z0 m a�oz� o 0 � Z E-4 Z ��W W ©4 Z `�Ld o o x ~ E-4CawH L) w �I- W In m Li W ••® a8,. o ® W R �•. • , ..,.. a _ Z 0 =_ z t� LLI . to o0 •- : CJ �° (v • (!? � - �® .®co®.®•�� e.� C a 0 W = z t- 0 W) A~G P4 171 0 Up co z0 m a�oz� o 0 � Z E-4 Z ��W W ©4 Z `�Ld o o x ~ E-4CawH L) w �I- W In SHT 3.2B m W _ 0 o0 ~ Z (!? � - LL)j W 0 LLJJ 0 W = Y Io (-) J N f -- W Q0CL DESIGN .DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT 3.2B TnD r1c DI ATE' 2) LA GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 9" EACH o TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STAIR '.--'E T B 1/499 19_099 BUILDIN(Gy sir _ V_0.. fS)'E C T 10 N LbJ 7F ry U ;I W rF O a. N ®®®��,aetrg'srrr'r'i M c-3 �, W Q Z � � V e _ w ® I d'1"1, z 0 O� zc6z 0 �o��' •� Zop= T m 0-4 rJ3 F'MaHZ 99y z � 1 V Ld T/� !may V/ a MN z �ac�oLLJ x F Z�w��a 0 L) w Z Z m N a m En I o O one Z ~ W 3-. > � 0 J O LLJ ° Y I O UF.- Q 0 CL CL DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG. ND. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 3,3B SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT, ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA N TOTAL AREA UNDER ROOF 1760 SF DRYWALL w U 5 _ �. 3'-916 I z o • T a I � (n Ni N _ F W _ o Q ROOMJ W w - 0 z zQ z c� w m Q J ¢ I- cn 32 W W � w w � w z_ Q U O -j U z O J O= O _ = C� Y U U 3 U w w O Q � � 0 3: _ m ? Q CY o z J W 0 Ld r Z z O C7 O z W w FOR 1 HR RATED WALLS � 1 A 2'-8" -o D R4 Of 1B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24�" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 50g" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 53j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 281" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28�" 604" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50R" 37j" 50j" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 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" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 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 5/8"TYPE "X" GARAGE AERA N TOTAL AREA UNDER ROOF 1760 SF DRYWALL w U 5 UNDER STAIR 3'-916 I • a I � Ni w SE W _ o Q ROOMJ J U- - c� J M w i- O o u z Ln O 7 - J Q U O W PTD. Q J z Q O _ = C� Y U J D w w w W - O 0 3: _ m ? w0 (n z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 FR4 45 MIN. YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 INTERIOR DOOR 8 CLG. TYP. 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-0" 6'-8" 1 g�" INTERIOR DOOR 8' CLG, TYP. 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. 07 V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 13 316 4'-8" 20'-0" 10'43" I I I I I I I 14']41;1 --,I UW I KITCHEN __ I, 7TILE JI I I I L I SJ 8'-716" B I 4.1 I I R I 1 I SD6 T -- L - - - � -88„ I r� 1D _0I� 31 i 4 1 5'-44„ 5'-1" A PATIO 3 10'-0"x 8'-0" CONCRETE H0,-4„ 6080 PATIO DOOR �I� I DINING ROOM TILE TLn 10'-5a„ 316 I� I --- - F.A.------ OI � N I 2 U SIN GATHERING ROOM mr r TILE r ~ LO o' 0_ z0 OU J O0 .0 LL F-- J 2,-42„ 6'-616„ � w of O � 3 ca z P W D(::::::] 00 SII �uj O TILE FOYER �►� �� TILE A MIRROR - PORCH: I � A I 4.2 N ELECTRIC lo METER o-NtEH-E 4.1 ��- O 0o 0 cn 8'0"x7'0" O.HI, GARAGE WALK-IN L PWD PROVIDE PANTRY 1461 SF COVERED PORCH AREA 5/8"TYPE "X" GARAGE AERA N TOTAL AREA UNDER ROOF 1760 SF DRYWALL 14 5 UNDER STAIR 3'-916 I • a I � Ni ci Y J SE W _ o Q ROOMJ J U- - w i- ry�� 7 Q U O � PTD. LL 0 PINE LEDGER BD. A FOYER J STOP &DROP OU on �� r x 0 m z rr O coim 0 = a _ 6 .O -88„ I r� 1D _0I� 31 i 4 1 5'-44„ 5'-1" A PATIO 3 10'-0"x 8'-0" CONCRETE H0,-4„ 6080 PATIO DOOR �I� I DINING ROOM TILE TLn 10'-5a„ 316 I� I --- - F.A.------ OI � N I 2 U SIN GATHERING ROOM mr r TILE r ~ LO o' 0_ z0 OU J O0 .0 LL F-- J 2,-42„ 6'-616„ � w of O � 3 ca z P W D(::::::] 00 SII �uj O TILE FOYER �►� �� TILE A MIRROR - PORCH: I � A I 4.2 N ELECTRIC lo METER o-NtEH-E 4.1 ��- O 0o 0 cn 8'0"x7'0" O.HI, GARAGE L PWD �- I 1461 SF COVERED PORCH AREA VENT GARAGE AERA N TOTAL AREA UNDER ROOF 1760 SF 1175" ° ®z c'al itr ELECTRIC PANEL LOC. SEE SHT E1.1 LINE 0 SYNTHETIC STONE WAINSC T PROVIDE PAN UNDER H WT G A R A 5 LNE OR 2ND. RLIR.-ABOVE DOOR 0 I N N LINE OF SYNTHETIC STONE WAINSCOT FIR SA T FLOOR PLAN 1-®77 3'- 8" 2'-1�„ 42 „ 1,-2„ SIN DRYWALL I KNEEWALL N B KITCHEN )-_LUSH 44" BREAKFAST BAR SECTION CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14° DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 8c APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, .7/16° OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" rnnlr.RFTF BLOCK CONSTRUCTION= O2 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 0905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY .THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING.. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24° O.C. T -NAILED INTO STRAPPING ®24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING, SHAFT LINER ASSEMBLY PER UL OINTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ °H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA. AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 R311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED &ANCHORED TO 2x8 HEADER 8c P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SITES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = g" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD &NOSING = 10° 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10° ABOVE FINISHED FLOOR 12" FROM INSIDE EDGE .MIN. WINDER READ MEASURED = 6° 4.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0 7 HAND RAIL -FBC R311.5.6 8c R312.1 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS $00 OR 812. RECOMMEND SIKA 201, MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH O8 WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT A5 WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WALL &CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. O SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.18c2) GARAGE WITH LIVING SPACE ABOVE 8c 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE &SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER 70 BE GAS AND FUME TIGHT. -FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE Of- DOOR FDOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UN/T. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INS/DE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (_FBC-M1502) FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10`-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS F/N/SH ANY OPENING &EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS F/N/SH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING ( PER ELEI/A TION AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. 9", 2'-8" 102';1'-112 TYPICAL FOR ALL SHELVE & LEDGES � 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" � PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER � TRIM BDS, OVER ALL PTD. PINE SHELVES - 48" RECEPTACLE FOR ° CELL PHONE RECHARGER COATHOOKS ON 3/4%7-1/2" AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF ° ®z c'al itr • a �I II#I � PTD. PINE LEDGER BD. A FOYER STOP &DROP (ANSI 2765-2003 9", 2'-8" 102';1'-112 TYPICAL FOR ALL SHELVE & LEDGES � 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" � PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER � TRIM BDS, OVER ALL PTD. PINE SHELVES - 48" RECEPTACLE FOR ° CELL PHONE RECHARGER COATHOOKS ON 3/4%7-1/2" AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF ° ®z c'al itr • a �I II#I � PTD. PINE LEDGER BD. A FOYER STOP &DROP a CA �, PA n wO W Ul Z C7��'"w o 0 U��A� m � Z 004 Z'54 ax m U1 H:21 LLI [y zoww� 0 In D AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF a CA �, PA n wO W Ul Z C7��'"w o 0 U��A� m � Z 004 Z'54 ax m U1 H:21 LLI [y zoww� 0 In D `j W � ° ®z c'al itr • a �I II#I `. `f?fsl W � �ao�H o x W o 0 W_r noozi V) d2i LLJ � Q W � w � � J 0 CL 0 W = E- Q DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.Na. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT OF 4.1A SHT OF 4.1A 1'-8" Ilk z Ilk 2 –0 k f� I N Ln i� I N 44„ 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" �IN i N O � I in SIN i N '� 1'-6"3"� 1 "111 3» 3/4" RECESS ` 24"x60" PREFORMED STUCCO PANEL SHUTTERS 71' 1 I N in I N 314III4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE j o CONTROL JOINT @ PARTY WALL 8 x51 „aex"ST OITA9 9000 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 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'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4 99 1 9 —031 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) IN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TQP OR WINDOW I 0 0 I 00 6:12 1/2" STUCCO PLASTER Ij FINISH (Ground Fl. IN, ROUND FLOOR TYP.) MUM laLLl 1 17 --------------- FIN. ---__m__ -FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 57.13 SQ. RT. FRONT ELEVATION 99A'.' 1/499 1 9®099 6:12 i VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND �ETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6 RAISED STLICC CASTER TRIM W/ SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW — AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO LATER TABLE (SEE DETAIL) PRECAST STUCK–ON STONE VENEER CAELEC'1/ METER. , til:("CION AT METER NICHE ENTIRY JOININGX USLY;'' E 5D 1/4 1'_0 93 *E 6) ENTRY GARAG-7E ELEV �1 1 VARIES 3"4" 3'7„ L 10" WIDTH 10" N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER Ilk 2 –0 k f� I N Ln i� I N 44„ 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" 2'-0" �IN i N O � I in SIN i N '� 1'-6"3"� 1 "111 3» 3/4" RECESS ` 24"x60" PREFORMED STUCCO PANEL SHUTTERS 71' 1 I N in I N 314III4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE j o CONTROL JOINT @ PARTY WALL 8 x51 „aex"ST OITA9 9000 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 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'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4 99 1 9 —031 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) IN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TQP OR WINDOW I 0 0 I 00 6:12 1/2" STUCCO PLASTER Ij FINISH (Ground Fl. IN, ROUND FLOOR TYP.) MUM laLLl 1 17 --------------- FIN. ---__m__ -FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 57.13 SQ. RT. FRONT ELEVATION 99A'.' 1/499 1 9®099 6:12 i VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND �ETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6 RAISED STLICC CASTER TRIM W/ SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW — AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO LATER TABLE (SEE DETAIL) PRECAST STUCK–ON STONE VENEER CAELEC'1/ METER. , til:("CION AT METER NICHE ENTIRY JOININGX USLY;'' E 5D 1/4 1'_0 93 *E 6) ENTRY GARAG-7E ELEV �1 1 SHT OF Z 0 U cn L9 l W a � 0�`�®1111'tr111/// N ®.••��.w®.®®m••.�ir��i W O l � a � � Uj . sxa '�° �• u' J l C ®••fAHf��.� Ole A� J 0 iw1 s®®®®///1111111®®% z O� r, z A c) cn Z E-4 4-4 CA .w i pm �-00 1'4 :%'0 ' In�C E:% CL o Z d UO�O x ~ > Foal~ O L) W W t/1 Ld � W 0 < 0D z� W 0 W 1 F_. ] O W _ � o H J 0 �- U Q DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 4,2A SHT OF Tf1P OF PI ATF (2 AT UNUUINU rLUUK IU QLUUNU rLUUr� 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS C? 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STAIR 1/4 0 A BUILDING-7SECTION. L�fl Q O n U C) 'I Li d' X00®®►►Illlllr� N o•••• ®•®••,t�®rte, W o•.• �� ref Q Z o • ,r ® _ c) .•U_ Lu gr* �► ®® Q ®m�yy� �® A®®®®'®®/116Bllllw®r`®d ® W z �o �z H z a .- TE-4CO0-4ElZ z o� t` En E- L� z En W Off v� © 0 ►FFo J DiI a F Z0W�� LLJ Z Z N Ao V) LLJ �' O Q n z Z I wpw O LLJ S W o Y F-�Q LLJ OF— Q DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. g05/117 SCALE AS NOTED DATE 11/11/11 4,3A SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. BI -FOLD O 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND J r I- (D 11z 11 W. 1. C141- TILE PROVIDE T C PAN U R OPT. BASE w 0 RANGE HOOD VENTED TO EXTERIOR AND 1- _ 13 z II CARPET m x l I X IO T WASHER CABINET REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SIN 0 o_ APPLINCE SHALL COMPLY WITH UL923 1 p 0 w w FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 U50 p O' S W Orli CD .moi � p -j W J D [If o z SHEATHING, 2x4 STUDS @ 16" O.C. TO = z z z Z Q 0 W ENGINEERS SPECIFICATIONS) R13 BATT m J J U I- Z 'S C W WW m � W Z IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - OCEMENTITIOUS FINISH LII 1 O Z Q O 7-= COAT CEMENTITIOUS APPLICATION, 8" NOM. z O o O J W Of I- 1- O C� 0 1- � z p z_ Q >_ CL z z o = zz w C3 INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1 A 2'-8" F� O 1 R4 e FIRE WALL BELOW, TO UNDERSIDE OF ROOF 1B W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 274" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 263" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'_6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 2841" 52j"t19ES 2'-6" 8'-0" 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60�" 1" 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 50j"W52 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" INTERIOR DOOR 8' CLG. TYP. OPENING = 20" 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 MIN. STAIR WIDTH = 3'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36�" 48j" 12.00 NO ABOVE FINISHED FLOOR W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES _FT_ W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES MIN. INTERIOR GUARD HEIGHT = 36" W91 48x50 SH BLOCK SINGLE HUNG 48" 50R" 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 WALLS WHICH SEPARATE CONDITIONED LIVING W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES PASS RATIO. (FBC-N1113.A.1&2) 5/8" TYPE DRYWALL ON CEILING OF WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE WITH LIVING SPACE ABOVE & 1/2" GARAGE W IT NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON DRYWALL WALL BETWEEN LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL D/MENS/ON &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE 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 2-6 i BI -FOLD LAUNDRY BI -FOLD O 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND J r I- (D 11z 11 W. 1. C141- TILE PROVIDE T C PAN U R OPT. BASE w 0 RANGE HOOD VENTED TO EXTERIOR AND a a m 13 z II CARPET m x l I X IO T WASHER CABINET REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SIN 0 = it m APPLINCE SHALL COMPLY WITH UL923 1 oa.. JI zw 1 I 1i 1 TUB I DN 3F FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 w _ OPTS PPERSI COAT CEMENTITIOUS APPLICATION OVER C)< m o�w Orli EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED p h I HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL O ENGINEERS SPECIFICATIONS) R13 BATT J Lu m EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. cN zpCn o IW- Z 0 o Q IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - OCEMENTITIOUS FINISH LII 1 Z Q 0' O 7-= COAT CEMENTITIOUS APPLICATION, 8" NOM. Y J W W J [(� I- D C1 0 0 p 's w Z = H [n z a LE w0 (n Z STRAPPING AT 24" O.C. T -NAILED INTO CD 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1 A 2'-8" 8'-0" 1 R4 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FOR 2 STORIES TO 10'-0" MAX HEIGHT. 1 C 3'-0" 6'-8" 1 R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ADD TRANSOM / ELEVATION DRYWALL BOTH SIDES OF STUDS. 1D 3'-0" 8'-0" 1 R4 SPF#2 OR 2x6 SPF#2 ® 24" O.C. TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOORS BETWEEN CONDITIONED AND 0 2'-8" 6'-8" 1 VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 9' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING 3� 2'_6" 6'_8" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 OINTERIOR STAIRS -SITE BUILT FBC 2007 INTERIOR DOOR 8' CLG. TYP. 1.)) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: 2'-6" 8'-0" 1 TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES INTERIOR DOOR 9' CLG. TYP. 1') ® 2'_4" 6'_8" 1" 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM INTERIOR DOOR 8' CLG, TYP. 4A 2'-4" 8'-0" 1" 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. O5 2'-0" 6'-8" 1 4.) THE LENGTH OF 2 RISERS + 1 TREAD SHALL NOT BE LESS THAN 24" OR MORE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. OPENING = 20" 2'-0" 8'-0" 1 MAX. NOSING = 1" = 44" ABOVE FLOOR INTERIOR DOOR 9' CLG. TYP. 2) © 2'-2" 6'-8" 1 MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE INTERIOR DOOR 8' CLG. TYP. WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 2'_2" 8'-0" 1" MIN. STAIR WIDTH = 3'-0" INTERIOR DOOR 9' CLG, TYP. 3.) O 1'-6" 6'-8" 1 MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR INTERIOR DOOR 8' CLG. TYP. 4,) FLASHING SEALANTS AND WEATHERSTRIPPING 1'-6" 8'-0" 1 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE INTERIOR DOOR 9' CLG, TYP. _FT_ SURFACE OF THE EXTERIOR WALL FINISH OR WATER HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0 7 MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" PATIO 10'-0"x 8'-0" CONCRETE LnI00 3 W53 6080 PA 10 DOOR LIQ 316" 9,_18„ 1� ~r 4,-6„ 5'_91 I 1 1316" SEE DRAWINGS I I BY CABINET 1-- I- MFR FOR DINING 54" ISLAND SPREP. I KITCHEN CAB � SLL AND _ TILE N N r r�� ELEVATIONS I.Ice N 1 I I o _ N o KITCHEN - ISI I TILE L - I 1 PNTR DW SD6 SD6O ----- -- RAISED SNACK BAR -IN Ln - - - - N Y J i 0 Q - - _- 11 313„ Q m a 7 -41„ ---- 1'-10" 6' 1" 2 1316 16 I- O N >- I- C-5 Lu 161 N y J Ji a -o0) QU 1� 11 GATHERING ROOM 00 W TILE r QD o a}., aa.. 1 0-zm p p m 0 1 8" DROPPED 1 0 7) 0 0 N o D COFFERED CEILING TO 0 0 J COVER DROPPED STEP 0 0 Obi CD 1 ¢J °a 1 PROVIDE a m m RAILING 5/8"TYPE "X" J = Cr w L--- --- --- -DRYWALL 0o cin SIN UNDER STAIRS - - - - CD = `� Ln 1'-9 3 „ 4,_02„ - 6, 31„ 71- 1-6 n FOYER 6 7 TILE 17R STORAGE Ln PROVIDE 45 1 MINUTE FIRE RATED 52„ 2'-1" I- _4_ DOOR w/ RATED 112 DROPPED - JAMB, SILL AND B BULKHEAD O WD CLOSER 5.1 1 TILE RROR 1 E 0 STOP /^� I DROP PROVIDE 1 LAYER 5/8" 0DDD H TYPE "X" EXTERIOR -J0,-4 „ PROVIDE SHEATHING ON PORCH PAN CEILING THIS UNIT UNDER „ 1„ HWT 11>> 313„ 2 0 2'-4a 6' 62 2'-5" 5'-6- 16 �� 7g, ELECTRIC PANEL 2'_0 LOC. SEE SHT E1.1 E ECTRI M TER N NICHE 0 I 2-24' WID SHUTTERS W/SIL BELO -I I 0 rl� � o ------� DGARAGE N I I I I II I 16'0"x7'0" O.H. GARAGE DOOR LhI00 V- LINE OF SYNTHETIC STONE WAINSCOT 2'-0„ 16'-0„ FIRST FLOOR 1/4 99 - I 9 ® ® 99 181 L. 20'-0" LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 4'-11 " - I, - PATIO 10'-0"x 8'-0" CONCRETE LnI00 3 W53 6080 PA 10 DOOR LIQ 316" 9,_18„ 1� ~r 4,-6„ 5'_91 I 1 1316" SEE DRAWINGS I I BY CABINET 1-- I- MFR FOR DINING 54" ISLAND SPREP. I KITCHEN CAB � SLL AND _ TILE N N r r�� ELEVATIONS I.Ice N 1 I I o _ N o KITCHEN - ISI I TILE L - I 1 PNTR DW SD6 SD6O ----- -- RAISED SNACK BAR -IN Ln - - - - N Y J i 0 Q - - _- 11 313„ Q m a 7 -41„ ---- 1'-10" 6' 1" 2 1316 16 I- O N >- I- C-5 Lu 161 N y J Ji a -o0) QU 1� 11 GATHERING ROOM 00 W TILE r QD o a}., aa.. 1 0-zm p p m 0 1 8" DROPPED 1 0 7) 0 0 N o D COFFERED CEILING TO 0 0 J COVER DROPPED STEP 0 0 Obi CD 1 ¢J °a 1 PROVIDE a m m RAILING 5/8"TYPE "X" J = Cr w L--- --- --- -DRYWALL 0o cin SIN UNDER STAIRS - - - - CD = `� Ln 1'-9 3 „ 4,_02„ - 6, 31„ 71- 1-6 n FOYER 6 7 TILE 17R STORAGE Ln PROVIDE 45 1 MINUTE FIRE RATED 52„ 2'-1" I- _4_ DOOR w/ RATED 112 DROPPED - JAMB, SILL AND B BULKHEAD O WD CLOSER 5.1 1 TILE RROR 1 E 0 STOP /^� I DROP PROVIDE 1 LAYER 5/8" 0DDD H TYPE "X" EXTERIOR -J0,-4 „ PROVIDE SHEATHING ON PORCH PAN CEILING THIS UNIT UNDER „ 1„ HWT 11>> 313„ 2 0 2'-4a 6' 62 2'-5" 5'-6- 16 �� 7g, ELECTRIC PANEL 2'_0 LOC. SEE SHT E1.1 E ECTRI M TER N NICHE 0 I 2-24' WID SHUTTERS W/SIL BELO -I I 0 rl� � o ------� DGARAGE N I I I I II I 16'0"x7'0" O.H. GARAGE DOOR LhI00 V- LINE OF SYNTHETIC STONE WAINSCOT 2'-0„ 16'-0„ FIRST FLOOR 1/4 99 - I 9 ® ® 99 181 L. O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 20'-0" 3 AHU SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 1583 SF z�I 2-6 i BI -FOLD LAUNDRY BI -FOLD O 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND J r I- (D 11z 11 W. 1. C141- TILE PROVIDE T C PAN U R OPT. BASE 15 RANGE HOOD VENTED TO EXTERIOR AND a a m 13 z II CARPET m x l I X IO T WASHER CABINET REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SIN 0 3 CENTERED 3 SID 6 1 OVER PATIO SD6 TEMPERED DOOR GLASS BELOW ABOVE TUB W55 W57 W57 0 o6D"x 0 = SOAKER TU - - - O N 21 \ -- / N MASTER MASTER SUI TIE i <w U 2Q BATH ICARPET I Iz * OASIS 9' HIGH COFFER TILE CEILING I m Q r ) iy_"'J I I I onv�l- 21 LE _xTEMP A\ p D� m GLASS 1 zp � w ENCL. l �'\ w o i U) \ U/) = Q d 4 2 G 1 o 3'- I N "7 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP MIRROR j4 LIN - 14 � H ASE N 3 AHU SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 1583 SF z�I 2-6 i BI -FOLD LAUNDRY BI -FOLD O 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND J r I- (D 11z 11 W. 1. C141- TILE PROVIDE T C PAN U R OPT. BASE 15 RANGE HOOD VENTED TO EXTERIOR AND a a m 13 z II CARPET m x l I X IO T WASHER CABINET REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SIN 0 = it m APPLINCE SHALL COMPLY WITH UL923 1 oa.. JI zw 1 I 1i 1 TUB I DN 3F FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I Q 1 -- -I _ OPTS PPERSI COAT CEMENTITIOUS APPLICATION OVER C)< m o�w Orli EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED h I HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT biQ Cn EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE o IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - OCEMENTITIOUS FINISH LII 1 n 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. D N PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER O. II SD6 _ I I I VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED 14R cCD 9, 12„ r3R4 21 �o 3,_ g„ BATH � TILE u� 3'-44" 40" HIGH KNEE WALL W/ PTD. PINE CAP I I 4 u� 1 -02 BEDROOM 3 N O CARPET I o I o I 5-0 I BI -FOLD 6,. 10'-112„ 2, 1„ 3,_92„ 4„ EGRESS 8' CEILING I W57 I BEDROOM 2 1 CARPET VAULTED ICLILING I I I 1 2'-102„ 2'-22le „ 0 I I I I I 4» 12' 14„ I EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6'-42„ ' SECOND FLOOR PLAN 1/499 - 19-C O Qo cI- 1„ 2'-102„ 2'-0„ 42 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. B 'HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 1583 SF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 2006 SF RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH O 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - OCEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS 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 WALL REFLECTIVE INSULATION (R-4.1), 1/2"O 19 2 HOUR SHAFT LINER SYSTEM PARTY INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 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 (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF 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 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 1.)) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD SHALL NOT BE LESS THAN 24" OR MORE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN, WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR 12" FROM INSIDE EDGE MIN, WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT MAX. WINDER DEPTH = 12" (FBC-R613.8) INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0 7 MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN, EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT FINISHED RAILING WITH PICKETS SPACED COMPLYING WITH FBC2007 R613.8.1 MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR 5) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE TYPE Il RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TO WALL OR NEWEL POST PER FBC A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" R311.5.6.2 CONTINUITY IN WIDTH OWALLS BACKING ONTO ATTIC 6') MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.AQC.1,2) METHOD (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) SHALL BE INSULATED WITH R-19 BATT INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. SKYLIGHT, RAISED COFFERED CEILING, WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 "X" PASS RATIO. (FBC-N1113.A.1&2) 5/8" TYPE DRYWALL ON CEILING OF WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE WITH LIVING SPACE ABOVE & 1/2" GARAGE W IT NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON DRYWALL WALL BETWEEN LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL D/MENS/ON &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FIN/SH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CE -MEN T/T/0US FINISH. 11 (WHERE NOT EXPOSED TO WEATHER.) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INS/DE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM G OR SIDING) ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-R1001)_ 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVATION) AS OUTLINED INSULATION BACKING. IN AMER/CAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 SF TOTAL A/C AREA 1583 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2006 SF Lb.➢ a- W 't C N Z Z ®� ®•••®®®•®•••®•••�� Iz Ar ••• V ®®w ., O a J • iV • C) : J moi®••••••®� ``® s®s��r4. hi M Hl :w i 0 C> CO ZOA� eo Tz 0.4Axoa OL EE.::4 0%w z o O W �9 CCIa ~ OW Z� 0 0 Lw W e O � W Z In D L t/') X11 W I LJ _ O on Z ~ W S > Ld M d J Q W = Y I n L) O Q CL :2O CL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 Q SCALE AS NOTED DATE 11/11/11 SHT 0F 5.1A 2'-0" i� r`IN I N O I � LO -IN I N 3" 1'_6"144„ 3/4" RECESS`S 1 SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 1'-8" 10" o 7" EQ. FQ. EQ. EQ. I i� z Z ~ :4„ 0 W 4„ W cn w < F = W a= o Li N LL1 VARIES W a0C VARIES 3" 7" 34"� SCALE 2:1 N d QUADRA 10" WIDTH 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER Z 2,`4„ CA) LLE_" METER. SECTION AT METER vciu? 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY WALL PROVIDE CONTROL 'X JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A99 1/499 W 19®099 6:12 CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT NTRYG"ARAGE ELEV E ID 0 rt 6•72 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN. GRADE (m 1111111111110 0 I- 6'12 ®' 1"x6" RAISED STUCCO U PLASTER FRIEZE TRIM cf) 1 W/ SMOOTH FINISH (TYP) o �� SMOOTH FINISHED WINDOW cD cn SURROUND WITH ARCHED io HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) El. 0 .0 Li PROVIDE CONTROLOtt 1/2" STUCCO :LLJ® O PLASTER FINISH d Q Z (Ground FI. TYP.) = !°° 0.!n, w :csr 1"x6" RAISED STUCCO ®��z J 0 E1F EI 1 F7 PLASTER TRIM BAND W/ r`® "®.® CA p, C.*Q SMOOTH FINISH o `��® .®®`�� 5"x3" PREFORMED STUCCO®�®/ ���_J O �//81919Ap0;�a J WATER TABLE (SEE DETAIL) 3:: ILL.KE IIE17,1�2 - PRECAST STUCK—ON STONE VENEER E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ. FT. FRONT ELEVATION 99 A 99 1/4!! — 1!_®!! 6:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER E C ENTRY GTARAGE ELEV. 99 Dc) 1/4 19-0 TOP OF PLATE TOP ' OE WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE o 60 DO o * o „ 7" EQ. EQ. I i� z Z ~ :4„ 0 3„ 4„ W cn w < F = W a= o Li N LL1 VARIES W a0C 33 7" STT 3 SCALE 2:1 N N d QUADRA 10" WIDTH 7" WIDTH DWG.No. SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2,`4„ CA) LLE_" METER. SECTION AT METER vciu? 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY WALL PROVIDE CONTROL 'X JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A99 1/499 W 19®099 6:12 CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT NTRYG"ARAGE ELEV E ID 0 rt 6•72 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN. GRADE (m 1111111111110 0 I- 6'12 ®' 1"x6" RAISED STUCCO U PLASTER FRIEZE TRIM cf) 1 W/ SMOOTH FINISH (TYP) o �� SMOOTH FINISHED WINDOW cD cn SURROUND WITH ARCHED io HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) El. 0 .0 Li PROVIDE CONTROLOtt 1/2" STUCCO :LLJ® O PLASTER FINISH d Q Z (Ground FI. TYP.) = !°° 0.!n, w :csr 1"x6" RAISED STUCCO ®��z J 0 E1F EI 1 F7 PLASTER TRIM BAND W/ r`® "®.® CA p, C.*Q SMOOTH FINISH o `��® .®®`�� 5"x3" PREFORMED STUCCO®�®/ ���_J O �//81919Ap0;�a J WATER TABLE (SEE DETAIL) 3:: ILL.KE IIE17,1�2 - PRECAST STUCK—ON STONE VENEER E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ. FT. FRONT ELEVATION 99 A 99 1/4!! — 1!_®!! 6:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER E C ENTRY GTARAGE ELEV. 99 Dc) 1/4 19-0 TOP OF PLATE TOP ' OE WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE o 60 DO o 7„ EQ. EQ. 00 i� z Z ~ 0 3„ 4„ W < F = W ~ W Lij o Li N LL1 Q W a0C CL J H DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 VARIES 3"; 7""�4 TT SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2,`4„ CA) LLE_" METER. SECTION AT METER vciu? 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY WALL PROVIDE CONTROL 'X JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A99 1/499 W 19®099 6:12 CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTRC JOINT NTRYG"ARAGE ELEV E ID 0 rt 6•72 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20"x 28" FIXED WINDOW FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN. GRADE (m 1111111111110 0 I- 6'12 ®' 1"x6" RAISED STUCCO U PLASTER FRIEZE TRIM cf) 1 W/ SMOOTH FINISH (TYP) o �� SMOOTH FINISHED WINDOW cD cn SURROUND WITH ARCHED io HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) El. 0 .0 Li PROVIDE CONTROLOtt 1/2" STUCCO :LLJ® O PLASTER FINISH d Q Z (Ground FI. TYP.) = !°° 0.!n, w :csr 1"x6" RAISED STUCCO ®��z J 0 E1F EI 1 F7 PLASTER TRIM BAND W/ r`® "®.® CA p, C.*Q SMOOTH FINISH o `��® .®®`�� 5"x3" PREFORMED STUCCO®�®/ ���_J O �//81919Ap0;�a J WATER TABLE (SEE DETAIL) 3:: ILL.KE IIE17,1�2 - PRECAST STUCK—ON STONE VENEER E5 E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ. FT. FRONT ELEVATION 99 A 99 1/4!! — 1!_®!! 6:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER E C ENTRY GTARAGE ELEV. 99 Dc) 1/4 19-0 TOP OF PLATE TOP ' OE WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE o 60 DO z T- O eM W z A pwc+�� ca z 6�z Zo�A0 m N�z,�, ��Qa � U1 zA :z M U��p x zw ww O V a u d 0 00 T z Z ~ 0 0 o W < F = W ~ W Lij o ILLI N LL1 z T- O eM W z A pwc+�� ca z 6�z Zo�A0 m N�z,�, ��Qa � U1 zA :z M U��p x zw ww O V a W �. 00 = Q Z ~ W Uj O O w = W n U PJLjM W a0C CL J H DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT OF 5.2A BUILDING -7 ---1 1/4 95 = SEC -710N AT PORC/H I co CD I 0 TOP OF PLATE FIN, SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 9' EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS 'A BI-31LDINOU SECTION. ) 1/4 99 = 1 9 — 099 STAIR. 1/4 C -- Q Z I— U L� w dt ®®®®ereeeaMrrrl®`®� a N apes® el'®•a Z O ®�j L1� •. Q Z . • • Z C*j UJ® (3 e ui 4"'j u z �o L) w "..w U)z� � ro CO TZ zCE zao � z E -I- � o �4 z (A L) P4 x r' I a H .� z CQ Lu Z Z Q V) I ° O Z = O 00 Z ~ W � � � O � w O77 Y ° I U J UJ 0 p U F- W O CL Ci �-- ts.. DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 15-3A SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP, 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 7 -- - TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND m Of U Lu I i� pp SDE 00- 16 O c.� = _ o W L` cn (n �,r 0 cn O c< UTTER � I 0 NAILING SCHEDULE) PROVIDE DRAFT STOPPING SEE SHT u PORCH w W m J J HOUSE WRAP, 7/16" OSB EXTERIOR 0 Z W W z W Z Z w W ? a ¢ 0 cn Z � ¢ Q w O Lu af Q z IS LESS THAN 3'-0" 3z o p oI- w _ p 2 Q O 0 z p 0 J W W 0 ~ ~ D _ D Y W cl OF WALL. 1x2 PRESSURE TREATED z 3: Ir- O D D of � uiw REFLECTIVE INSULATION (R-4.1), 1/2" O W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO O W21 1H4 SH BLOCK SINGLE HUNG 264" 50R" 27j" 50R" 9.32 NO 8'-0" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO HALF OF REQUIRED VENTILATION AT EAVE AND HALF W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28�" 60j" 11.67 NO 1 " W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 4� W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 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 AT ANY POINT W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO 1'-6" 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 HANDRAILS TO MEET REQUIREMENTS FOR W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) SHALL BE INSULATED WITH R-19 BATT INSULATION, INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A, SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO, (FBC-N1113.A.1&2) WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE GARAGE WITH LIVING SPACE ABOVE & 1/2" NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON DRYWALL ON WALL BETWEEN LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE 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 az � 7 -- - TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND m Of U Lu I i� pp SDE 00- 16 Wer c.� I OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 ohm z FINISHED TEXTURED COATING PER BUILDERS �,r 0 cn O c< UTTER � I DETAIL NAILING SCHEDULE) PROVIDE DRAFT STOPPING SEE SHT PORCH w 0 ELECTRIC HOUSE WRAP, 7/16" OSB EXTERIOR I, METER SHEATHING, 2x4 STUDS 0 16" O.C. TO �i NICHE I 10'-0" MAX. HEIGHT (SEE STRUCTURAL ry 7 17 4" 16 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE c� RATING OF 1 HOUR WHERE LIMITING DISTANCE J Lu m IS LESS THAN 3'-0" � z p o w z in p 2d� Q SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED w F-- q p Z of _ ~ = Y Q VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED W Q O O cD w U = > uiw REFLECTIVE INSULATION (R-4.1), 1/2" O C1 0 0 tr V 2 I Z U7 z FIRE WALL BELOW, TO UNDERSIDE OF ROOF O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS SPEC, 1 A 2'-8" 8'-0" 1 R4 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR F 0 ROOF COVERING AS SPECIFIED INSTALLED PER 1B S-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS PRE-ENGINEERED ROOF TRUSSES BY TRUSS 1C S-0" 6'-8" 1 R4 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN ADD TRANSOM / ELEVATION PROTECTED) OVER SUBFASCIA. 1D S-0" 8'-0" 1 " R4 VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT TEMP GLASS FRENCH 18 LT HALF OF REQUIRED VENTILATION AT EAVE AND HALF 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS DESIGN QUADR 1/2" INTERIOR DRYWALL FINISH ON CEILING 2'-8" 6'-8" 1 SCALE AS NOTED TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 OINTERIOR STAIRS -SITE BUILT FBC 2007 INTERIOR DOOR 8' CLG. TYP. R702.4.2 R311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. 2'-8" 8'-0" 1 " TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 9' CLG. TYP. STRUCTURAL ENGINEERS SPECS. O3 2'-6" 6'-8" 1 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 2'-6" 8'-0" 1 WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. ® 2'-4" 6'-8" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD INTERIOR DOOR 8' CLG. TYP. SHALL NOT BE LESS THAN 24" OR MORE 4� 2'-4" 8'-0" 1 OPENING = 20" MIN. TREAD = 9" INTERIOR DOOR 9' CLG. TYP. MAX. NOSING = 1" U5 2'-0" 6'-8" 1 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" INTERIOR DOOR 8' CLG. TYP. MIN. HEADROOM = 6'-8' 2'-0" 8'-0" 1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS INTERIOR DOOR 9' CLG, TYP: MIN. STAIR WIDTH = S-0" © 2'-2" 6'-8" 1 FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS INTERIOR DOOR 8' CLG, TYP. MIN. WINDER TREAD MEASURED= 10" 2'-2" 8'-0" 1 MIN, WINDER READ MEASURED = 6" 4,) INTERIOR DOOR 9' CLG. TYP. AT ANY POINT �7 1'-6" 6'-8" 1 INSTALL APPROVED CORROSION RESISTANT FLASHING AT INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1" RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 7 MIN, STAIR HANDRAIL HEIGHT = 34" INTERIOR DOOR 9' CLG. TYP. MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND Loloo r - 5'-22„ t 3A �,. W53 W53 0 20'-0" 8'-9" DININ ROOM TI LE I NC o-) Q N � Noo 0 0 N u")ioo r - 16" DROPPED BULKHEAD OVER TOILET- 1,41 F.A. 6'-O2" PATIO 10'-0"x 8'-0" CONCRETE HoiPAl"O 6080 DOOR SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS I - I I I 5'-6�6° 1 R - I 42"x42" _ ISLAND r I I I I SI I KITCHEN L 1 1 TILE t SD -IN 0 I I I DW ---J 42" HIGH NACK BAR LIoo I, . Noo N WALK -IN PROVIDE J PANTRY 5/8"TYPE "X" O DRYWALL 6 A OI 14 UNDER STAIRS 3'-613 STORAGE O GATHERING ROOM -Low_ NY -j HEADROOM -1 0 d N j TILE - 3'-6A am 1 Lo r� 15-616 --16_ �w� 5'-616 LL 3'-10.2" TWH J � �� w z � �a 5'-10" NUJ Q J _j 0 `L Co w w 3 16 �w� Of Er _ _-- „ 1116 3� 6" ELECTRICAL 12'-216" Q� 0 6 COVERED PORCH AREA az � 7 -- - TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND m Of U 1 I i� pp SDE 00- 16 Wer SPECIFICATIONS I OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 ohm z FINISHED TEXTURED COATING PER BUILDERS �,r 0 cn O c< UTTER � I DETAIL Noo 0 0 N u")ioo r - 16" DROPPED BULKHEAD OVER TOILET- 1,41 F.A. 6'-O2" PATIO 10'-0"x 8'-0" CONCRETE HoiPAl"O 6080 DOOR SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS I - I I I 5'-6�6° 1 R - I 42"x42" _ ISLAND r I I I I SI I KITCHEN L 1 1 TILE t SD -IN 0 I I I DW ---J 42" HIGH NACK BAR LIoo I, . Noo N WALK -IN PROVIDE J PANTRY 5/8"TYPE "X" O DRYWALL 6 A OI 14 UNDER STAIRS 3'-613 STORAGE O GATHERING ROOM -Low_ NY -j HEADROOM -1 0 d N j TILE - 3'-6A am 1 Lo r� 15-616 --16_ �w� 5'-616 LL 3'-10.2" TWH J � �� w z � �a 5'-10" OGARAGE PA ELRIC _ _-- (o �zm -� owe, -' 0 � m z:2i 73 uj 0o 0 CD 7- 3� 6" ELECTRICAL 12'-216" �a FOYER 6 COVERED PORCH AREA TILEi� 7 -- - TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND m o_ ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I i� U P UP 7R PWD.II I TILE �B, l a 2'-9" 4 2 11 4„ 1 1 w ROR STOP & DRU PROVIDE PAN 13>> UNDER 316 2'- 616„HWT 01 2'-72 G 7C I I -LINE OF FLOOR ABOVE - 8'0"x7'0" O.H. GARAGE DOOR J „ - 21 8,-0" I OGARAGE PA ELRIC LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP LOC. SEE 3� 6" ELECTRICAL 12'-216" �a FOYER SHTS G 7C I I -LINE OF FLOOR ABOVE - 8'0"x7'0" O.H. GARAGE DOOR J „ - 21 8,-0" I ELEV. 'A' LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP N ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O �a FOYER ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, COVERED PORCH AREA TILEi� STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 271 S TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND m o_ ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I i� I N 313„ 6' 1016" 16 -io0 SPECIFICATIONS I OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 1 D FINISHED TEXTURED COATING PER BUILDERS �,r FLOOR TRUSSES BY REGISTERED TRUSS UTTER MANUFACTURER. (SEE STRUCTURAL ENGINEERS DETAIL NAILING SCHEDULE) PROVIDE DRAFT STOPPING SEE SHT PORCH 3.2B 0 ELECTRIC HOUSE WRAP, 7/16" OSB EXTERIOR I, METER SHEATHING, 2x4 STUDS 0 16" O.C. TO �i NICHE I 10'-0" MAX. HEIGHT (SEE STRUCTURAL ry 7 17 4" 16 W22 SHUTTER SEE SHT 2,2A 11 LINE OF SYNTH�TIC STONE WAINSC T- FIRST FLOOR PLAN. SECOND FLOOR PLAN 1/x-99 ! 19_®9 4" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. OB HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, COVERED PORCH AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 271 S TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT(FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR ANDEQUIPPED JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ry ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS 2d� 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 CSD 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 0 tr V SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) I RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF O L) SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS INSTALLED PER MANUFACTURERS OAND BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. ,7Z_,�0e�'A� m SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. I- O En E-4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR F 0 ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. 0 L) MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 LLJ GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS W I 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 Ljj..- - ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT Y HALF OF REQUIRED VENTILATION AT EAVE AND HALF F- >- <t WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE Cr-Q REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND DESIGN QUADR 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH JOB No. g05/117 SCALE AS NOTED TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 OINTERIOR STAIRS -SITE BUILT FBC 2007 16-1A R702.4.2 R311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8' THE LOWEST PART OF THE CLEAR OPENING TO THE MAX, VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = S-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR 12" FROM INSIDE EDGE MIN, WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER HAND RAIL - FBC R311.5,6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 7 MIN, STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. R 613. 3. 8.1 COMPLYING WITH FBC2007 R HANDRAILS TO MEET REQUIREMENTS FOR 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE TYPE II RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2)LE SPECIFICATIONS, HANDRAILS TO TERMINATE MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TO WALL OR NEWEL POST PER FBC A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" R311.5.6.2 CONTINUITY IN WIDTH OWALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC METHOD-B (FBC-N1101.A) HICH SEPAARR ATE CONDITIONED LIVING WALLSS WHICH TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) SHALL BE INSULATED WITH R-19 BATT INSULATION, INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A, WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO, (FBC-N1113.A.1&2) WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE GARAGE WITH LIVING SPACE ABOVE & 1/2" NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON DRYWALL ON WALL BETWEEN LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL D/MENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRA PP/NG W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FIN/SH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM G OR SIDING) ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-R1001) 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOD TA GE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION) AS OUTLINED INSULATION BACKING. IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 S TOTAL AREA UNDER ROOF 1853 SF Lij 0 ry 2d� LSV h� a �®111111111®® a h DC W C % ;toa z 0 tr V 000000000�' 00"00 I j! r O L) PQ t` Hz ,7Z_,�0e�'A� m �w�E,,,Z.-. a­4ozzx o I- O En E-4 0- o �M�z �o Lu � x F 0 .�I 0 L) 0W LLJ LL= QLj W I m = UO O Z LL Ljj..- - maJ p w r LLI o Y F- >- <t Lu <=a Cr-Q �o� DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. g05/117 SCALE AS NOTED DATE 11/11/11 16-1A SHT OF 2'-0" r� i N r� I I N 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS ac �L 1 4 I I Ln iV-) I N ' 10,> 14 4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" OA ELS," METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 /a �1UUUU PLASTER FINISH OC (2nd FI. TYP.) 6" WIDE SCORED oc WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE REAR ELEVATION 99 A 99 1/4 99 ® 1 9 -0 ®!9 6:12 o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH - (2nd FI. TYP.) 0 cc 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 I (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER FIN, GROUND FLOOR _____-,_w_____ FIN. GRADE JOINING -7 UNIT ELEV PAIRED W/ TPTH05E ELEV. A 6:12 5:12 PORCH GUTTER DRAIN TO STORM WATER PIPE E4 E3 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 99 W999 93. L'4 ENTRY - 95 991/4 - 1 -0 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER GXARAGE ELEV I Z I— rr" U Ln L.L1 VARIES LI II�JI R VARIES W ( VARIES 7" L N� � -�=T � 10" WIDTH 4' N�I �� �� 7" WIDTH SCALE 2: 1 3' 7' N� -��-r'-�--T � 10" WIDTH N� r•�,, { � 7" WIDTH SCALE 2: 1 3 7' L N� �=�=--i- � 10" WIDTH �34�k ^N� r�� �� 7" WIDTH SCALE 2:1 O Z < ®W ®' • � M ®; SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'-0" r� i N r� I I N 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS ac �L 1 4 I I Ln iV-) I N ' 10,> 14 4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" OA ELS," METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 /a �1UUUU PLASTER FINISH OC (2nd FI. TYP.) 6" WIDE SCORED oc WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE REAR ELEVATION 99 A 99 1/4 99 ® 1 9 -0 ®!9 6:12 o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH - (2nd FI. TYP.) 0 cc 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 I (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER FIN, GROUND FLOOR _____-,_w_____ FIN. GRADE JOINING -7 UNIT ELEV PAIRED W/ TPTH05E ELEV. A 6:12 5:12 PORCH GUTTER DRAIN TO STORM WATER PIPE E4 E3 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 99 W999 93. L'4 ENTRY - 95 991/4 - 1 -0 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER GXARAGE ELEV I Z I— rr" U Ln L.L1 z r-0. Graz°' A ~ . EO ;:12 P4c W zOEACOO z 04-4V.zp�0 44 o C� o 0 En w E C) r zO x J 1 a F- E''44ac'2E F > o � cq cq Lw L w Z N V) LI II�JI R W ( = Li 00 cn LL " �,®" ' O Z < ®W ®' • � M ®; Z QrL' Z LY~ • ® C�i w +t W m° v • :2 p C) W o 1Ih z r-0. Graz°' A ~ . EO ;:12 P4c W zOEACOO z 04-4V.zp�0 44 o C� o 0 En w E C) r zO x J 1 a F- E''44ac'2E F > o � cq cq Lw L w Z N SHT OF 6.2A V) LI II�JI R W ( = O 00 Z < LY~ O J :2 C) W _N� o F- � J4 i— Q o � DUH DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. .1011 No. 905/117 SCALE AS NOTED DATE 11/11/11 SHT OF 6.2A GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 9" EACH Ll0 TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS *B A I R S E C T 10 N- 1/499 -- 1'-099 B Tno r - DI ATP:- 0 A BUILDING -7 19 5 �9 Ll0 71 n ry Lli Li "F a O N ®®®`►`®►1111111��`��r's � d^ ®� ' LL °LLI U a Ill � ° .. • ° 4V: Z O_ ®°®°•....°.° ®�•� � �F $ J O CsP ®� 3 LL. FI Ezra 0 04204 CO T Z 5F E�U)aE� u�q=0P. zV)W W E �ao LAJJ o x viIa H rn z CQ C) U� F-- o w 7 Z 2 Q W _ 00 0 Z ~ F W S J O LLI U:2 -JN _ Lj N = C) E— U F- a 0 CL DESIGN OUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 6,3A SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA PTD. PINE CAPPED 3>> 1'-78 TOTAL AREA UNDER ROOF 27"X32" 316 3 3 -116 w _ I- � N 3'-4" 5'-6" J H N z o U _ C7 0 = IL f- 0 ' w s + U CHECKED TJF �700G-jOf WINDOW DWG.No. PASS THRU F, A. 905/117 w w w J 0 1 3'-22" = z z z 0 0 3 0 m J _J U Z _z w � w � W D_ z W D' Z_ O � � O O O I- a 0_ a IfLL O 0- O a i z O 0 0V) 0 J LL W w �_ f- 0 0 0 V) a _ a r 0-Z a Z O O Z w W o z LOC. SEE a1 2'-8" O Z R4 B LABEL tr FOR 1 HR RATED WALLS 1� - - 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 1 H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO - - - W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO w W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28" 52" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W25 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 0 W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 481" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES � W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 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 W974050 SH FRAME SINGLE HUNG 48" 60" 48" 60" 20.00 YES 3'-5" 5'-3" 3,-61„ 2 3, 11„ 3' 10�„ 2 2 11 '01 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 13'-22„ 7'-0„ 1'-0„ S �� 0 N D FLOOR PLAN 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 3 „ GARAGE AERA PTD. PINE CAPPED 3>> 1'-78 TOTAL AREA UNDER ROOF 27"X32" 316 3 3 -116 w X TILE 7'-1" N 3'-4" 5'-6" J H HIGH FG. U _ C7 0 = IL DRAWN N _ 3,_;�1� \ I U CHECKED TJF } WINDOW DWG.No. PASS THRU F, A. 905/117 I w STORAGE 10 F. A. 1 3'-22" 00 5'-2° 0 4'-8" 3 0 IL r _ 0 >- wZ m O cn O 0 w- Cn O J (-)0'-4" i w Y F Q Q J LL N z a o' O _ ~ 0 w U PANEL LO CD a _ IF- z m 7 w cn o z LOC. SEE a1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1� - - 1 A 2'-8" 8'-0" 1 R4 6" 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 m UNDER STAIRS ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 CO - - - TEMP GLASS FRENCH 18 LT �U 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS w O 2'-8" 6'-8" 1" ¢ Z ----- INTERIOR DOOR 8' CLG. TYP. 0 2'-8" 8'-0" 1 CD ~Lu O 0 INTERIOR DOOR 9' CLG. TYP. a3 2'-6" 6'-8" 1 _ 68" INTERIOR DOOR 8' CLG. TYP. W 2'-6" 8'-0" 1 g !/- W25 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 2 ULi � INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. 0 2'-0" 6'-8" 1 CEILING wLj 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. °' 1 © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. '0 _j r INTERIOR DOOR 8' CLG. TYP. � z :2 V-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O m cavil „ 12'-42„ 4" o � 5'- 4" A .3 AC W53 W53 � I 10'-0" 5'- 8" PATIO 10'-0"x 6'-0" CONCRETE GATHERING ROOM TI LE H0,4„ 6080 PATIO DOOR 27"X32" HIGH FG. WINDOW LO I N N `S J I 61, FOYER /V �>> -� o a I 3 „ cS �� TILE O`b Qm r�-, -IN 12' 1116 \ \� O > w I- S I r \\\ 10 o 1s- 1 ¢z� L I_J KITCHEN O TILE CD oU� I------- oJLij FLUSH BREAKFAST A W23 o w< J 0�T BAR 1B 0 0 ' m I I I s w I RI O Q 1 1 - 15'-716" 5.-0" - SEE DRAWINGS BY CABINET PAN. Z UP 7R MFR FOR KITCHEN CAB 6 ELEVATIONS Ln 0 W93 MIRROR 0 7 DI IE I N G ROOM PWD 32„ TILE DOOR 13, ILAU N D AH 42" HIGH KNEEWALL W/ 8" _IC 1699 SF 313" 16 3 „ GARAGE AERA PTD. PINE CAPPED 3>> 1'-78 TOTAL AREA UNDER ROOF 27"X32" 316 3 3 -116 2, 6 16 X TILE 7'-1" N 3'-4" 5'-6" J H HIGH FG. DESIGN _ C7 0 = IL DRAWN N _ 3,_;�1� \ I U CHECKED TJF WINDOW DWG.No. PASS THRU F, A. 905/117 I 6 STORAGE 10 F. A. 1 3'-22" 00 5'-2° SIN 4'-8" 3 0 IL r _ O J O 14 �I I I x"'100 (-)0'-4" ELECTRIC 0 52" N _ 2-84 DWI 3, 22„ �IT=-h PANEL LO N `S J I 61, FOYER /V �>> -� o a I 3 „ cS �� TILE O`b Qm r�-, -IN 12' 1116 \ \� O > w I- S I r \\\ 10 o 1s- 1 ¢z� L I_J KITCHEN O TILE CD oU� I------- oJLij FLUSH BREAKFAST A W23 o w< J 0�T BAR 1B 0 0 ' m I I I s w I RI O Q 1 1 - 15'-716" 5.-0" - SEE DRAWINGS BY CABINET PAN. Z UP 7R MFR FOR KITCHEN CAB 6 ELEVATIONS Ln 0 W93 MIRROR 0 7 DI IE I N G ROOM PWD 32„ TILE DOOR V-2' OGARAGE LINE OF FLOOR ABOVE I N I I I I 16'0"x7'0" O.H. DOOR LOICO 16'-4" 20'-0" 2'-6" FIR ST FLOOR PLAN 1/499 __ 19T®99 J a w 0 Ln w 0 SHUTTER DETAIL SEE SHT 2.2A 27'X 51" WINDOW LINE OF SYNT ETIC STONE WAINSCOT 0 I i� O co d- Qza J a_ __ILL� 0- v=1 J O� Z � w � J dim 00 W U= Cn V) N a 5'-4" W57 W57 MASTER SUIiTE CARPET I I I I I I 00�' I I 1 1 1 1 0 I I I I C 9 HIGH COFFER �� / -- -� )6 rn 4'-1' TEMPERED GLASS W55 ABOVE TUB BATH OASIS TILE 0 0 d - 8 z I i x HIS o II-- m zW. I . C� O al zw PROVIDE ® Q9 r PAN UNDE I \ a o o I WASHER n \ W. I. C. 4 I Q I W57 r rIN r ---ter- -, 0 I= I L OPT. UI�PERS _ L a3 HER II w I II I SIN W ,C, Jlm I D I W SIN 13, ILAU N D AH J O Z Z_ 8" _IC 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA N TOTAL AREA UNDER ROOF 2142 SF 316 3 3 -116 X TILE T N 9'-108„ J H 5„ 8 DESIGN _ C7 0 = IL DRAWN N _ 3,_;�1� \ I U CHECKED TJF DWG.No. WALK-IN LINEN m 905/117 I 6 STORAGE 10 1 3'-22" 00 5'-2° 4'-8" 3 0 IL SIN OPT. TUB &. OP O 14 HWTSLOPED (-)0'-4" ELECTRIC 5" 52" N _ 2-84 CEILING 3, 22„ �IT=-h PANEL 01„ o0 4» PROVIDEF­____ - - _I I PROVIDE LOC. SEE BARRIER PAN 1� - - 0 _ 5/8"TYPE "X" SHT E5.1 6" WALL HWDER I- - - - -I J DRYWALL BEDROOM ELECTRIC �\ DN 7R J m UNDER STAIRS A METER CARPET cn 0 m -_ CO - - - �U C NICHE V-2' OGARAGE LINE OF FLOOR ABOVE I N I I I I 16'0"x7'0" O.H. DOOR LOICO 16'-4" 20'-0" 2'-6" FIR ST FLOOR PLAN 1/499 __ 19T®99 J a w 0 Ln w 0 SHUTTER DETAIL SEE SHT 2.2A 27'X 51" WINDOW LINE OF SYNT ETIC STONE WAINSCOT 0 I i� O co d- Qza J a_ __ILL� 0- v=1 J O� Z � w � J dim 00 W U= Cn V) N a 5'-4" W57 W57 MASTER SUIiTE CARPET I I I I I I 00�' I I 1 1 1 1 0 I I I I C 9 HIGH COFFER �� / -- -� )6 rn 4'-1' TEMPERED GLASS W55 ABOVE TUB BATH OASIS TILE 0 0 d - 8 z I i x HIS o II-- m zW. I . C� O al zw PROVIDE ® Q9 r PAN UNDE I \ a o o I WASHER n \ W. I. C. 4 I Q I W57 r rIN r ---ter- -, 0 I= I L OPT. UI�PERS _ L a3 HER II w I II I SIN W ,C, Jlm I D I W SIN 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 N I CC 151 r - SIN Q0 I in LLJ D - CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8 THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" ® - OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF C) 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 TDP 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" D.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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT, PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE LaJ APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF D WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS `®��✓I111/A®/® (L OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION `®A\ /�`® PROVIDE R30 BATT/ BLOWN INSULATION AND ®♦®` �®1®®s"®��`�OGG, •a>' �s+�s W_ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 0 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 a` ed ®_ Z O _ INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ` 6 ens: a' R311.5 v-� 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: a W °�' i - U AT BASE) EQUALLY SPACED & ANCHORED J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i® C) <C�"�j C) Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) 's ®�� p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ®,r"p� ♦ Q 2. TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM ®®® OGG GO ♦` J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® �M NNN` J OJ 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE ®®'''®1111 llllti®®®t�'N 3 DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24 SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" " MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE MIN. TREAD = gOPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE C'7 MAX. VERTICAL RISE FOR = 12'-0" 0" l` FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS U MIN, STAIR WIDTH = S-0" InL 54 z L11 - MIN. CLEAR STAIR WIDTH = 31 1/2" 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR &6Z V2 e7i 12" FROM INSIDE EDGE IN. h ,�, MWINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING - W AT ANY POINT (FBC-R613.8) U► Q i •-� MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING ATL) A co Z ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE + SURFACE OF THE EXTERIOR WALL FINISH OR WATER I"e i/2 N W Z OHAND RAIL -FBC R311 5 6 & R312 1 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH E"� 80! ["'� MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR e I-� 0 Z IYy MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 0 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A E co MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND y ' ra E- I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT F-+ �/2 W � MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 < 0 Q' Z z HANDRAILS TO MEET REQUIREMENTS FOR U TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE © x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) W 0 t/] 13r TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J "� W Ey R311.5.6.2 CONTINUITY N WINDDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" ~ TH 7z W Cv OWALLS BACKING ONTO ATTIC U (FBC-N1102.ABCj.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1:2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. u SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE 0 DRYWALL ON WALL BETWEEN LIVING SPACE NHECWIN OW UNTIL LABEL IDFINAL ENERGY INSPECTION REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UN/T. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m PRECAST CONCRETE STEP OR WOOD STEP CEMENT/T/OUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL I RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 71$ CEMENTITIOUS FINISH O 0 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OD ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Q 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z FACE OF STUD TO FACE OF STUD. AT ACCESS (,FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE W 0 STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF V,J X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ~ ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION) AS OUTLINED 0 IN AMERICAN NA TIONAL STANDARDS = Lu I 0 INSTITUTE INC. (ANSI Z765-2003) 3,-8„ 1 -2„ 42>, 2,-1„ r`IN DRYWALL KNEEWALL N A KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'B' ILAU N D AH J O Z Z_ 8" DROPPED 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA N TOTAL AREA UNDER ROOF 2142 SF � 0 X TILE T C BULKHEAD J H DESIGN _ C7 0 = IL DRAWN N _ \ I U CHECKED TJF DWG.No. WALK-IN LINEN m 905/117 I 6 1L _ �5'-5" 2 1 3'-22" 11/11/11 5'-2° 4'-8" 3 0 IL OPT. TUB &. OP O 14 BASE CABINET 5" 52" 1 841 2-84 „ 3, 22„ �IT=-h o 01„ o0 4» CD I� OPT_II w N L6 PPERJ LL 0 _ F- 6" ��--- BEDROOM 3a �\ DN 7R LJ m _ CARPET cn 0 m -_ CO BATH �U C \3, (-T- w m� N - ¢ Z ----- 0 CD ~Lu O 0 .1B J _ 68" W Z 0 3@) !/- W25 a w z BEDROOM 2 ULi � 1, 22„ 3 a w CARPET W97 9FT, HIGH RAISED CEILING wLj 7 0- (n 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 N I CC 151 r - SIN Q0 I in LLJ D - CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8 THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" ® - OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF C) 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 TDP 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" D.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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT, PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE LaJ APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF D WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS `®��✓I111/A®/® (L OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION `®A\ /�`® PROVIDE R30 BATT/ BLOWN INSULATION AND ®♦®` �®1®®s"®��`�OGG, •a>' �s+�s W_ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 0 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 a` ed ®_ Z O _ INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ` 6 ens: a' R311.5 v-� 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: a W °�' i - U AT BASE) EQUALLY SPACED & ANCHORED J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i® C) <C�"�j C) Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) 's ®�� p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ®,r"p� ♦ Q 2. TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM ®®® OGG GO ♦` J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® �M NNN` J OJ 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE ®®'''®1111 llllti®®®t�'N 3 DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24 SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" " MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE MIN. TREAD = gOPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE C'7 MAX. VERTICAL RISE FOR = 12'-0" 0" l` FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS U MIN, STAIR WIDTH = S-0" InL 54 z L11 - MIN. CLEAR STAIR WIDTH = 31 1/2" 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR &6Z V2 e7i 12" FROM INSIDE EDGE IN. h ,�, MWINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING - W AT ANY POINT (FBC-R613.8) U► Q i •-� MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING ATL) A co Z ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE + SURFACE OF THE EXTERIOR WALL FINISH OR WATER I"e i/2 N W Z OHAND RAIL -FBC R311 5 6 & R312 1 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH E"� 80! ["'� MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR e I-� 0 Z IYy MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 0 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A E co MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND y ' ra E- I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT F-+ �/2 W � MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 < 0 Q' Z z HANDRAILS TO MEET REQUIREMENTS FOR U TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE © x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) W 0 t/] 13r TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J "� W Ey R311.5.6.2 CONTINUITY N WINDDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" ~ TH 7z W Cv OWALLS BACKING ONTO ATTIC U (FBC-N1102.ABCj.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1:2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. u SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE 0 DRYWALL ON WALL BETWEEN LIVING SPACE NHECWIN OW UNTIL LABEL IDFINAL ENERGY INSPECTION REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UN/T. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m PRECAST CONCRETE STEP OR WOOD STEP CEMENT/T/OUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL I RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 71$ CEMENTITIOUS FINISH O 0 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OD ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Q 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z FACE OF STUD TO FACE OF STUD. AT ACCESS (,FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE W 0 STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF V,J X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ~ ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION) AS OUTLINED 0 IN AMERICAN NA TIONAL STANDARDS = Lu I 0 INSTITUTE INC. (ANSI Z765-2003) 3,-8„ 1 -2„ 42>, 2,-1„ r`IN DRYWALL KNEEWALL N A KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA AH J O Z Z_ 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA N TOTAL AREA UNDER ROOF 2142 SF � 0 W a0C J H DESIGN _ C7 0 = IL DRAWN N _ QUADRA U CHECKED TJF DWG.No. WALK-IN LINEN � � 905/117 I 6 SCALE � DATE 11/11/11 3 0 14 1 841 2-84 „ 3, 22„ 3, 01„ o0 4» CD 6" 9,-12>, �\ DN 7R o C BATH \3, (-T- TILE - ----- 0 N 0 _ 68" 3@) !/- W25 z BEDROOM 2 r CARPET 9FT, HIGH RAISED CEILING 1 O 0- (n O 0 J Z SIN °' 1 0a" '0 _j r � z :2 O m cavil „ 12'-42„ 4" I -----I V ULTED CEILIN EGRESS -I 36"X 74" 11 ROOF BELCW W27 ARCH TOP W27 3'-5" 5'-3" 3,-61„ 2 3, 11„ 3' 10�„ 2 2 11 '01 13'-22„ 7'-0„ 1'-0„ S �� 0 N D FLOOR PLAN 1/4 V-0 _ 99 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 N I CC 151 r - SIN Q0 I in LLJ D - CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8 THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE 0 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" ® - OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF C) 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 TDP 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" D.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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT, PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN ) FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE LaJ APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF D WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS `®��✓I111/A®/® (L OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION `®A\ /�`® PROVIDE R30 BATT/ BLOWN INSULATION AND ®♦®` �®1®®s"®��`�OGG, •a>' �s+�s W_ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 0 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 a` ed ®_ Z O _ INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 ` 6 ens: a' R311.5 v-� 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: a W °�' i - U AT BASE) EQUALLY SPACED & ANCHORED J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i® C) <C�"�j C) Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) 's ®�� p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ®,r"p� ♦ Q 2. TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM ®®® OGG GO ♦` J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® �M NNN` J OJ 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE ®®'''®1111 llllti®®®t�'N 3 DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24 SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" " MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE MIN. TREAD = gOPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE C'7 MAX. VERTICAL RISE FOR = 12'-0" 0" l` FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS U MIN, STAIR WIDTH = S-0" InL 54 z L11 - MIN. CLEAR STAIR WIDTH = 31 1/2" 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR &6Z V2 e7i 12" FROM INSIDE EDGE IN. h ,�, MWINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING - W AT ANY POINT (FBC-R613.8) U► Q i •-� MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING ATL) A co Z ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE + SURFACE OF THE EXTERIOR WALL FINISH OR WATER I"e i/2 N W Z OHAND RAIL -FBC R311 5 6 & R312 1 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH E"� 80! ["'� MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR e I-� 0 Z IYy MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 0 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A E co MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND y ' ra E- I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT F-+ �/2 W � MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 < 0 Q' Z z HANDRAILS TO MEET REQUIREMENTS FOR U TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE © x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) W 0 t/] 13r TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J "� W Ey R311.5.6.2 CONTINUITY N WINDDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" ~ TH 7z W Cv OWALLS BACKING ONTO ATTIC U (FBC-N1102.ABCj.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1:2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. u SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE 0 DRYWALL ON WALL BETWEEN LIVING SPACE NHECWIN OW UNTIL LABEL IDFINAL ENERGY INSPECTION REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UN/T. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m PRECAST CONCRETE STEP OR WOOD STEP CEMENT/T/OUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL I RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 71$ CEMENTITIOUS FINISH O 0 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OD ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) _ DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Q 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z FACE OF STUD TO FACE OF STUD. AT ACCESS (,FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE W 0 STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF V,J X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ~ ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION) AS OUTLINED 0 IN AMERICAN NA TIONAL STANDARDS = Lu I 0 INSTITUTE INC. (ANSI Z765-2003) 3,-8„ 1 -2„ 42>, 2,-1„ r`IN DRYWALL KNEEWALL N A KITCHEN FLUSH BREAKFAST BAR SECTION 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 7.1 B I �-- Q W U) W < 0 F- _ _ H W a0C J H DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 #3 SCALE A5 NOTED DATE 11/11/11 7.1 B I 6"WIDE x18 1/2" HIGH x 18 1/2" } PROJ. PTD, POLYURETHANE BRACKET N0. BL2955 BY SPECTIS OR EQUAL (TYP.) 28"x33" LOUVER No. 575 BY THE 4 1'-&'' �* o I`7 EQ. SIN L11 4„ N 0 I in Q SIN N VARIES I3 1', " 1 11 I II 4„ 3/4" RECESS IsCALE 2:1 SCALE 2:1 WINDOW AND 18"x63" PREFORMED STUCCO PANEL SHUTTERS 4 1'-&'' �* o „ 7„ EQ. EQ. L11 4„ w 4" Q VARIES w 3", 7" 10" WIDTH �3" 4`" 7" WIDTH IsCALE 2:1 Q WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 0 VARIES 7".', SCALE 2:1 I 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'-6" 17'-8" SIDE ELEVATION 99 B 99 1/499 V-09' z cc 2'- 4" 1/2" NOM. STUCCO ---PLASTER FINISH ELECTRIC METER NICHE 4" THICK CMV I I 2"DIA, CONDUIT TO RUN THROUGH CMU I( HOLLOW CORE OA ELEC METER SECTION AT \IF.TF.R N1C1IP RIDGE LINE WHEN PAIRED W/ THO2 6:12 672 6:12 1"x6" RAISED STUCCO 2"x3" RAISED STUCCO PLASTER PLASTER FRIEZE TRIM HEADER TRIM W/ SMOOTH FINISH W/ SMOOTH FINISH (TYP) ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE 1"x6" RAISED STUCCO TOP OF WINDOW PLASTER FRIEZE TRIM 8 44 W/ SMOOTH FINISH (TYP) 14"X44" PREFORMED 00 STUCCO CN PANEL SHUTTERS (SEE I o . • : :. ... DETAIL) I 1"x6" RAISED STUCCO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTHFINISH (TYP) FINISH TYP s .. FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 1"x6" RAISED STUCCO PLASTER .. W/ SMOOTH FINISH (TYP) TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW 6"WIDE x18 1/2" HIGH x 18 112" PROJ. PTD. SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH NO. BL2955 BY SPECTIS FLAT HEADER (SEE DETAIL) 2'-0" OR EQUAL (TYP.) 01/2" STUCCO PLASTER FEII 0 FI: I EI o FINISH (Ground FI. TYP.) [[H[EM mm 00 [[E F7 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) 71 1 FIN, GROUND FLOOR�z PRECAST STUCK -ON STONE VENEER FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONT ELEVATION '11399 91399 1/471 V-015 RIDGE LINE WHEN _ PAIRED W/ THO2 6:12 TOP OF PLATE 7/8" STUCCO TOP OF WINDOW PLASTER FINISH "• (2nd FI. TYP.) u PPO -31 x BATH OASIS P OVIDE CONTROL WINDOW ° - JOINT ® PARTY o (RIGHT -ALIGN W/ WALL °3 WINDOW BELOW) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO P • .. ... CASTER FIN. SECOND FLOOR .. (TYP) PROVIDE CONTROL JOINT TOP OF WINDOW �;:. • 37"x72" 7"x72" „ "aex"s7 OITA9 6" WIDE SCORED o, SiOOO DOOR SURROUND I o W/ SMOOTH STUCCO PLASTER 0 5"x3' PREFORMED (TYP) STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON 1/2" STUCCO STONE VENEER PLASTER FINISH FIN. GROUND FLOOR (Ground FI. . .. .. TYP.; DO FIN. GRADE GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS REAR ELEVATION 1'1399, 99 1/4 1'_0 10" 7„ EQ. EQ. L11 4„ w Q VARIES 3", 7" 10" WIDTH �3" 4`" 7" WIDTH IsCALE 2:1 SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER z cc 2'- 4" 1/2" NOM. STUCCO ---PLASTER FINISH ELECTRIC METER NICHE 4" THICK CMV I I 2"DIA, CONDUIT TO RUN THROUGH CMU I( HOLLOW CORE OA ELEC METER SECTION AT \IF.TF.R N1C1IP RIDGE LINE WHEN PAIRED W/ THO2 6:12 672 6:12 1"x6" RAISED STUCCO 2"x3" RAISED STUCCO PLASTER PLASTER FRIEZE TRIM HEADER TRIM W/ SMOOTH FINISH W/ SMOOTH FINISH (TYP) ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE 1"x6" RAISED STUCCO TOP OF WINDOW PLASTER FRIEZE TRIM 8 44 W/ SMOOTH FINISH (TYP) 14"X44" PREFORMED 00 STUCCO CN PANEL SHUTTERS (SEE I o . • : :. ... DETAIL) I 1"x6" RAISED STUCCO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTHFINISH (TYP) FINISH TYP s .. FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 1"x6" RAISED STUCCO PLASTER .. W/ SMOOTH FINISH (TYP) TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW 6"WIDE x18 1/2" HIGH x 18 112" PROJ. PTD. SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH NO. BL2955 BY SPECTIS FLAT HEADER (SEE DETAIL) 2'-0" OR EQUAL (TYP.) 01/2" STUCCO PLASTER FEII 0 FI: I EI o FINISH (Ground FI. TYP.) [[H[EM mm 00 [[E F7 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) 71 1 FIN, GROUND FLOOR�z PRECAST STUCK -ON STONE VENEER FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONT ELEVATION '11399 91399 1/471 V-015 RIDGE LINE WHEN _ PAIRED W/ THO2 6:12 TOP OF PLATE 7/8" STUCCO TOP OF WINDOW PLASTER FINISH "• (2nd FI. TYP.) u PPO -31 x BATH OASIS P OVIDE CONTROL WINDOW ° - JOINT ® PARTY o (RIGHT -ALIGN W/ WALL °3 WINDOW BELOW) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO P • .. ... CASTER FIN. SECOND FLOOR .. (TYP) PROVIDE CONTROL JOINT TOP OF WINDOW �;:. • 37"x72" 7"x72" „ "aex"s7 OITA9 6" WIDE SCORED o, SiOOO DOOR SURROUND I o W/ SMOOTH STUCCO PLASTER 0 5"x3' PREFORMED (TYP) STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON 1/2" STUCCO STONE VENEER PLASTER FINISH FIN. GROUND FLOOR (Ground FI. . .. .. TYP.; DO FIN. GRADE GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS REAR ELEVATION 1'1399, 99 1/4 1'_0 L11 0 I cn ;I; I W O �moi' .••om•�® c - OF X�®04 • • ,OFA 0 Ct LII00w :w (� �' • q ,J Q Z Sz�.�-_ + (,�: = () /z- Z OL Aw ,� wO W E 1"� Z Z0 0�pCS z o a�oza� o � � E- Z o �F z o .a x 0 U F_ W LL1 0 m Ld I L] o :2Z 00 on a Z > cn � w L'j -1 � W 0 = W ( o i -QW J Liz C) F— U F_ Q 0 CL L1. M_j�— DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. ;JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 7,2B SHT OF TOP OF PLATE 0" HIGH KNEEWALL I/ PAINTED WOOD AP 6C RI I IIVJUL STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STAIR SECTION B 77 9 77 1/4 = 1 ®®10 7 A ( BUILDIN..- G )1/4 �5 = 1 -0 99 D Z 0 a_ U C/� LLJ C) W i� j W d O a N mo 0 ommmo `'e 0 m® om ems, Z Z o Z 04 JK itt L) ®�°'®off`®eammm•o �r J /llll;�� Ille h� r 03 �o a� A DEQ Ln rn z V, 0 z .� 0 o ���04 copE5 T 3 zOE Z �— a ozxo U)AE�W (� ILJL JI Z � „ U2 W W a1 u� E -4V O n � J go 0 x �I a 1--;r0 rA �= F -o w Z Z V) :D D m V) I ° M 00 o0 z V) 3: w w w M � O = w I n >- Qw -jL N- 02 QOM C J H DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 11/11/11 703B SHT OF GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS (MINIMUM): AFLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1. BASIC WIND SPEED = 120 MPH (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3. WIND EXPOSURE (ALL SIDES) = B 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +11 PSF FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3, FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD=CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. 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 PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF SHINGLE TYPE ROOF C VER) DL = 20 PSF TILE TYPE ROOF COVER DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND .LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 2. STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4, METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT / D/RILL &LEPDXY ADw/ SI SIMPSON SET EPDXY 0 5' WASHERS MAY BE USED, IMIIN LO 1EMBED-B©LTS w/ WASHERS. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY TOWNHOM t s 7 U1i1IT BUILDIN'u I BUILDINU 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 161 -011x -f-0 GENERAL + 21.8 C�ARACE DOOR - 24.3 - 24.3 MINIMUM pESIGN PRESSURES 5,46ED ON: DETAILS ASCE 1-05 LJIND SPEED (3 SEC. CRUST) 120 m p.h. EXPOSURE CATEGORY B DESIGN PRESSURES c::) END ZONE MID ZONE OPENING TYPE ZONE 5 ZONE 4 DOORS 4 + 25.9 + 25.9 LJINDOLJS - 34.7 - 28.1 8'-0" x 1'-0" + 22.8 + 22.8 G,41RAGE DOOR - 25.8 - 25.8 161 -011x -f-0 + 21.8 + 21.8 C�ARACE DOOR - 24.3 - 24.3 MINIMUM pESIGN PRESSURES 5,46ED ON: REP. STANDARD ASCE 1-05 LJIND SPEED (3 SEC. CRUST) 120 m p.h. EXPOSURE CATEGORY B BUILDING TYPE CLOSED 4 W O 0 H Fy U U) W 4 c::) LJ w n N DATE 10/17/11 CO 0 . Zy; �Q� �� II,LL 0 T • iV '' •4 �.J 0 SHT J � 4 c::) LJ w n N DATE 10/17/11 CO 0 . Zy; �Q� �� 0 T • iV '' •4 �.J 0 SHT J w q. I 47p 0 : Q 009 96*0 Ld 0 v Z ry D CIO !� V W D � W W N 0 0 M V) N � W I U � O � V)70 LL 0 0 J s 0 Z U � >-00 I Z U W Twp oa�=� CJm DESIGN WMR CHECKED CFG DWG.N0' 211156° JOB No. � SCALE z 0 1- O� W 61 0 -0 Acq CzHc� w �z2� ,��-, cl CO W �0 P4 z� C 5 C7 E'' Z Uaw��0 x E'+ 019 CQ z Wc� DRAWN LA AS NOTED DATE 10/17/11 si SHT LA ANCHOR BOLTS O 32" O.C. Ist FLOOR FR1MINC� PLAN CONNECTOR LEGEND COLUMN SCHEDULE O(2) HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN CO 4x4 PT SYP #2 COLUMN DO (4) 2x4 SYP #2 BUILT UP STUD COLUMN EO (2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) DRILL & EPDXY w SIMPSON SET EPDXY 2x6 SYP #2 BUILT UP STUD COLUMN CONNECTOR LEGEND MSTAM36 BENT 90 DEG. ONE HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR TAG (1) META16 FLOOR TRUSS TO CMU 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK TO BLOCK SOLID IN FLOOR BETWEEN COLUMNS 1E HTS16 12 HUC210-2 F3 LSTA24 BEAM/GIRDER TO COLUMN lg MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY F4 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X8 EPDXY MIN. 5" EMBED STUD TO HDR ® EA. END 2 J (2) 2X1 O's w/ (10) 16d END NAIL KING A) ALL CEILING HUNG SOFFITS AND SOFFITS ❑2 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED W/ SIMPSON H4 TO DRILL & EPDXY w SIMPSON SET EPDXY (10) 16d END NAIL KING I 7. REFER TO MANUFACTURER SPECIFICATIONS FOR H2X12 HUC410 BEAM TO B/U COLUMN Ih MSTC40 COLUMN ABOVE TO COLUMN BELOW D LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 1"I SUL26, TRUSS TO LEDGER 8❑ HU210-2 18 SUR26, TRUSS TO LEDGER a LIVING SPACE IS ABOVE THE GARAGE. ROOF SHEATHING LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD w/ 6" -5 (2) HTS16 TRUSS TO COLUMN OR TO HEADER 19 MIN. EMBED w/SIMPSON SET EPDXY OR EQUIV. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO CMU w/ ATR, EMBED. BLOCK NAILING SCHEDULE: 10 SOLD INLFLIOOROB BETWEEN COLUMN AND6'CMU ROOFS: ROOF SHEATHING TO BE 1/2" TRUSS PER PL CONNE( PER PL (2) 2X 1/2" 1 IOFHEADER SCHEDULE MSTAM36 BENT 90 DEG. ONE # JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER TO BLOCK U.N.O. (2) 2X6's w/ (6) 16d END NAIL KING 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES H2X6 1/2" SPACER STUD TO HDR CSD EA. END 1 CONNECTION NOTES: (2) 2X8's w/ (8) 16d END NAIL KING WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 J (2) 2X1 O's w/ (10) 16d END NAIL KING A) ALL CEILING HUNG SOFFITS AND SOFFITS H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 W/ SIMPSON H4 TO (2) 2x12's w/ (10) 16d END NAIL KING I 7. REFER TO MANUFACTURER SPECIFICATIONS FOR H2X12 1/2" SPACER STUD TO HDR ® EA. END 2 nvr i v 1 ENTRY SEAM IDETAIL 1 1/2"=1'-0" NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's @16" O.C. (2) 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 ® 16" O.C: FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 12" O.C. CMU WALL PER PLAN O EYEBROW DETAIL 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: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO 'j SERVE AS A TRUSS DESIGN. GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR 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 U� AT ALL NON-BEARING WALLS AND AT VOLUME AREA 2X4 FRAMING OR UNLESS NOTED OTHERWISE. CONNECTION NOTES: 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM 0 WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO PRE -ENG. TRUSSES CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN J CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: ALL TRUSS/BEAM TO MASONRY CONNECTORS A) ALL CEILING HUNG SOFFITS AND SOFFITS U WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON W/ SIMPSON H4 TO PLANS. V 7. REFER TO MANUFACTURER SPECIFICATIONS FOR FRAMING IS NOT EQUIPPED WITH A MOISTURE INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE LEDGER INSTALLATION. > 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN a LIVING SPACE IS ABOVE THE GARAGE. ROOF SHEATHING 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL C4 EXTERIOR CEILINGS EXPOSED TO WIND FORCES. Q ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS ATTACH TRUSSES WITH AN 8" RAISED HEEL TO ® 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: FRAME WALL WITH A MTS12 w/ (5) 10d NAILS ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" INTO THE TOP PLATE AND (5) 10d x 1 1/2" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED- EDGES AND 8" O.C. IN DESIGN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING i TO BE PLACED WITH LONG DIMENSION PERPENDICULAR A TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL S UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO A BE SPACED NO MORE THAN 24" O.C. o SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM � OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN DWG.No. FIELD. BLOCKING SHALL BE PLACED AT ALL 211156: SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD �..J USED FOR UPLIFT & SHEAR RESISTANCE. OF THE WALL, U.N.O. 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 5 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT a FASTENERS FOR PRESERVATIVELY a W Q D Z 0 I— n 0f U V) LTJ L,J lY TO HAND DRIVEN NAILS. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED 'j 1— GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. U� 2X4 FRAMING OR CONNECTION NOTES: 0 0 PRE -ENG. TRUSSES J Z ALL TRUSS/BEAM TO MASONRY CONNECTORS U ^ TO BE SIMPSON META16 (WITH A TSS IF THE W/ SIMPSON H4 TO V FRAMING IS NOT EQUIPPED WITH A MOISTURE v LEDGER Z > BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE a a ROOF SHEATHING SIMPSON H2.5T U.N.O. C4 Q 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" DESIGN NAILS INTO THE TRUSS TOP CHORD USE (4) 10d NAILS ALL TRUSS TO TRUSS CONNECTIONS TO BE m WMR FOR CONV. FRAMED A SPECIFIED BY TRUSS MANUFACTURER U.N.O. o ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS � 0 DWG.No. CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE 211156: 1— �..J JOB OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER ~ —I JACK AND END TRUSSES WHERE UPLIFT II DOES NOT EXCEED 535 LBS. W REPLACEMENT FOR Ld +- Q OMITTED STRAPS: N W MISSED META -16 LINTEL STRAPS FOR MASONRY o CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR i 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: r� 1. VENT SIZES TO BE CALCULATED BY OTHERS (n (V 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE Ld I LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN 0 FBC 2007 EDITION SECTION R806 _ 4. ROOF VENT AREA FORMULA:Z V) SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* m W 0 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 75;0 J 2X4 FRAMING OR 2X6 PT LEDGER W/ PRE -ENG. TRUSSES (2) 1/4"X3-1/2" SDS 0 24" O.C. MAX. SCREWS CSD 16" O.C.— W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN FLOOR SYSTEM AND CON. PER USE (4) 10d NAILS PLAN FOR CONY. FRAMED MEM. ONLY 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 1 O @ 3" O.C. — 2X6 FACIA ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS 3/4"=1'-001 DEYE5ROW DETAIL Z O V�C� a� Azcaz� OWM T- ZOEAr m i0 a0a� Z CPA H u raq rM4 Ex ZOWIN N� © DRAWN LA SCALE AS NOTED 2X6 FACIA DATE 1©/17/11 S4 3/4" =1'-m" SHT 0 1— U� 2X4 FRAMING OR 0 0 PRE -ENG. TRUSSES J Z ® 24" O.C. MAX. U Q Q W/ SIMPSON H4 TO Ld J LEDGER > a a ROOF SHEATHING w FASTEN PER PLAN DESIGN USE (4) 10d NAILS WMR FOR CONV. FRAMED A CHECKED CFG MEM. ONLY DWG.No. 211156: JOB No. Z O V�C� a� Azcaz� OWM T- ZOEAr m i0 a0a� Z CPA H u raq rM4 Ex ZOWIN N� © DRAWN LA SCALE AS NOTED 2X6 FACIA DATE 1©/17/11 S4 3/4" =1'-m" SHT 2nd FLOOR FRAMING PLAN CONNECTOR LEGEND COLUMN SCHEDULE O(2) HTT4 w/ 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR ❑1 (1) META16 FLOOR TRUSS TO CMU I) COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK UP STUD COLUMN O(3) S5 SOLID IN FLOOR BETWEEN COLUMNS SYP HTS16 12 HUC210-2 1-31 LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 41 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X8 EPDXY MIN. 5" EMBED HDR CSEND T 6 0 STUD 2 UP STUD COLUMN (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED H2X10 DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR ® EA. END 2 O(3) HUC410 BEAM TO B/U COLUMN 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW 511 LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 1l SUL26, TRUSS TO LEDGER HU210-2 18 SUR26, TRUSS TO LEDGER LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD w/ 6" (2) HTS16 TRUSS TO COLUMN OR TO HEADER 19 MIN. EMBED w/SIMPSON SET EPDXY OR EQUIV. 10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU 1/8"=19_V HEADER SCHEDULE IOF COLUMN SCHEDULE O(2) # JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) S5 U.N.O. SYP (2) 2X6's w/ END I 60 UP STUD COLUMN H2X6 1/2 SPACER EA.KING HDR CA1d STUD S 1 #2 (2) 2X8's w/ END I IN EA H2X8 1/2" SPACER HDR CSEND T 6 0 STUD 2 UP STUD COLUMN (2) 2X10's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR ® EA. END 2 O(3) (2) 2x12's w/ 16d ENDNAIL KING SYP H2X12 1/2" SPACER STUD HDR ( ND 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *— HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's @16" O.C. (2) 2X10 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (5) 10d (A = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (3) ROWS OF 10d NAILS @ 6" O.C. PER ROW, STAGGERED 3" ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 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 D SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE Ld Q Z 0 H n U W 0 W x P�1 Li a: .m a n Ld CD Z O Z �+ ® z cm, W Imo` tr. ==r-1 m J v� •�,,� ®'''', `.O: O `cam Q G S. 00 J O CD z r� < L. 0 Z LL �ca 0 W 0 H LL_ o F_ LLJ Lu a N 0 M W -� 0 r- � 7- V) LIDO 0 0 U� �-' 0 c� —1 7— UaLd o 0QQ� cL�Jm DESIGN WMR 7 CHECKED CFG DWG.No. 2111565 JOB No. P SCALE z r 110 WzQ'�� A ~ Cj W M r- �Ez� L'7 40 Z 0 4 mm Z� Z Z fsa �aw�z zo © Di I a zOW�� C) v 2 DAWN LA COLUMN SCHEDULE O(2) DATE 2x4 SYP #2 BUILT UP STUD COLUMN O(3) S5 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN Ld Q Z 0 H n U W 0 W x P�1 Li a: .m a n Ld CD Z O Z �+ ® z cm, W Imo` tr. ==r-1 m J v� •�,,� ®'''', `.O: O `cam Q G S. 00 J O CD z r� < L. 0 Z LL �ca 0 W 0 H LL_ o F_ LLJ Lu a N 0 M W -� 0 r- � 7- V) LIDO 0 0 U� �-' 0 c� —1 7— UaLd o 0QQ� cL�Jm DESIGN WMR 7 CHECKED CFG DWG.No. 2111565 JOB No. P SCALE z r 110 WzQ'�� A ~ Cj W M r- �Ez� L'7 40 Z 0 4 mm Z� Z Z fsa �aw�z zo © Di I a zOW�� C) v 2 DAWN LA AS NOTED DATE 10/17/11 S5 SHT LE LE LE L9F3l3 m ® LbFlb LbFlb LE iE LSI• Lb L6FI6 LbRlb LbFlb LbPlb LE LRIb 1 iE LRi Ubl��b LI6F96 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 = L3FB) LINTEL PL1N 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. LAPD Lmv —Precast Lintel 11 PRECAST LINTEL LOAD TABLE COMPSITE W/(l)#5 TOP #5 REBAR AT TOP GROUT FILLED SOLID MIN. (1) REQ'D TYPE DESIGNATION BELOW HAVE BEEN CALCULATED QUALITY PRECAST CO., WEKIWA CONCRETE, Q 1/2" CLEAR F = FILLED WITH GROUT ¢ _ 6" DEEP -= 22" DEEP 38" DEEP 8" DEEP U = UNFILLED ¢ _ L1 °. 3984 C.M.U. X X 3166 6039 9004 10000 L2 2'-2" LX FX 00J �, z Z X 3166 6039 GROUT �° 1_3 3'-2" 1384 3665 X 2000 1974 4616 7269 CD L4 4'-6" #5 REBAR AT BOTTOM LINTEL MARK 2000 X 1060 • • 3913 OF LINTEL CAVITY NOMINAL HEIGHT 5'-4" X X BOTTOM REINFORCING X 1261 2653 4049 PROVIDED IN LINTEL L6 6'-2" -5/8"ACTUAL N/A (VARIES) X 1055 8" NOMINAL WIDTH 4029 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 = L3FB) LINTEL PL1N 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. LAPD Lmv —Precast Lintel 11 PRECAST LINTEL LOAD TABLE COMPSITE W/(l)#5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED CAST -CRETE, BELOW HAVE BEEN CALCULATED QUALITY PRECAST CO., WEKIWA CONCRETE, OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LOTT'S CONCRETE, AND FLORIDA ROCK IND. MAN. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 1'-6" 3984 3665 X X 3166 6039 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 1_3 3'-2" 1384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 5350 L5 5'-4" X X X X 1261 2653 4049 4849 L6 6'-2" 524 N/A X X 1055 2542 4029 5047 L8 8'-0" 340 N/A X X 635 1534 2436 3127 L9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 12'-8" N/A N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 842 1352 1879 L16 16'-0" N/A N/A X X 272 611 988 1380 L18 18'-0" N/A N/A X X 240 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 1 1,300 1831 L21 20'-8" N/A N/A X X 183 610 1300 1831 L22 22'-8" N/A N/A X X 130 470 1250 .1831 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 = L3FB) LINTEL PL1N 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. LAPD Lmv —Precast Lintel 11 I Z a 0 H I U W tJ] O O O Cq t� I � a i I'I 0 N Ld .411 LL Q z O e W HCl' • —J ° • o • V0.6 •. • `� Q ca Z 'r': o CO6;",g ZPq AZ�EWC6 Z -1�•�-i z up A Z�W0� aoz� o W ;z) I-~- Z w Z ©goa x LLJ O a W w _ N 0 0 B M (n N U2o 0 r Z � 10 N w�0 LD :2 O J 0 U� SOU a _j 7- LUQ o 0 Q Q :D IZ:2wm DESIGN DRAWN WMR LA ra CHECKED CFG DWG.No. 2111565 JOB No. SCALE AS NOTED DATE 10/17/11 S6 SHT W I- Q 0 3/4" RECESS PER MFG, SLIDING 1/2" G W B OVER VAPOR 8" CMU BLOCK SPECS GLASSIli DR . 1/2 GYP. BD. EA. SIDE BARRIER W/ R-3 INSUL. 1/2" C-Q.W.B. OVER VAPOR 8 CMU BLOCK OF 2x 'S � lro" O.G. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. SP-4 (2x4) / SP-6 (2x�) a FURRING a 24" O.G. I BETWEEN 3/4" P.T. VERTICAL I� 1/2" x 7" WEDGE /5P-8 C2x8) ° 4 a °I—SLOPE (1) #5 FROM FTG. TO FURRING s 24" O.C. ANCHORS (2" FROM TOP 4 BOTTOM ° TIE BEAM SPLICE TO - - C1) #5 FROM FTC- TO EA. END OF WALL 3-1/2" GONG. SLAB I1BE MIN. 3m" GROUT I 3 1/2" CONC. SLAB II TIE BEAM SPLICE TO AND 6 32" O.G. PT. BDT. PLT. .4.a 51LL F MEP ON SITE w/ FIBERMESN REINF. I CELL SOLID I I wl OVER MIL H REINF. I BE MIN. 3m GROUT OVER � MIL. �j�--I�J�2,, I I I1�lTEfi210fi� CELL SOLID XP JOINT Z VAPOR BARRIER I I I VAPOR BARRIER -1 4 v2" CASING �-- �— --- 1 --=°- -- I •� IIII—_III °_ =11=1 I 1=1 I 1=1 °a _ ° ;1 --=I I I P I I=I•I I— I{ 1=� I I ALUMINUM THRESHOLD GRADE I III III = 9 _ GRADE 1=I I1= I I1=111=11 I I I1=111 3-1/2" GONC. SLAB —�y SLOPE v _ _ °� - ; _ _ -I 11— I III_ a . < ; ._ a C{i - - W/ 3 MIN. LFORMED ON SITE ° 1 I I- ° ,. I - l2) #5'S DONT I { { I 1=1 I I (25mm P 51) W/ SILL FO S W I=1 I _aj 4 (I= I I- f65-111 ='z CLEAR III=, _ 11 lI �ox� 1m/lm W.W.M.Mo =1 I I a I =III= a AND (o MIL. VAPOR 3/4" RECESS a" _ _ I=III A/C CHASE - PVC SLEEVE TO I-III. I WHERE 2ND STORY OIII =BE TWICE THE I I I I= FTG SHALL BE wID1= MONOLITHIC FOUNDATION' I I III- m III-III-I I-= III III�II� DIAMETER OF 11=11 - -_-1 . _- W/ (3)05 BARS _I I—III I I CLEAN " _11 —1 PROTECTED PIPE -- I I 111= I 1 W/ (2) #5 DIA. RODS CONT. I I�I I I COMPACTED FILL �-- —I 111 N's A a ON CHAIRS I'-4" III-III=III_ UPLIFT CONNECTORS SUCH A5 SP s, AND ANCHOR BOLTS ARE NOT PER >=G, ° � .. ° . 95% STANDARD 1'-4" REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLS SPECS DENSITY 11-mll SII WHERE 2ND STORY OCCURS (1) #5 GOVT. REC�UIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. ° FTG SHALL BE 1'-S" WIDE W/ 3" MIN. CLEAR EXP JOINTIR W/ (3) 05 BARS w 21 W EXTERIOR DOORid FOOTING 5E CT I ON a SHWR FTC 3 CHASE DETAIL NTs � f N�'. �3fi�C� UJ�� � ��fiC�. Nt5 � NTS UJ/ � OCG NTS 1) E TAI L NTs-'OU S I �.�.5 4; ss *,,N% ►' i o sI I/ ,� o ``o ��/s cV er // W ® Z COa • • o Q ^^ i W Ct N'-- � i Z � U i — ® ®` J • -" ° , CIO Como _Mo .J 0 1/2" GYP. BD, EA. SIDE OF FILLED CELL o 2 x' S a 16" O.C. 1/2" J-50LT5 6" FROM NON -LOAD EA. END OF WALL GARAGE 411 � ��� BRG. WALL AND SPACE '832" O.C. = n 8" CMU BLOCK (6" MIN. EMBED) No 2 1/4 , 1/2" CONC. SLAB I I WEDGE ANCHORS SP-4 (2x4) / 5P-ro (2x(o) TOP VIEW 'm CORNER '�I • Z 3 I I _w ALLOWED - /5P-8 (2x8) , If, (1) #5 FROM FTG. TO Lu EACH STUD 3 1/2" GONG. SLAB TIE BEAM SPLICE TO rr� w z.� O _ TOP 8 BOTTOM W P BE MIN. 25' GROUT t, <a. • I I } PT BOT. PLT. W/ FIBERMESH REINF. � it . GRADE '- -_ 4 ,�= •- �.� } I I (\ GARAGE WALL OVER � MIL. d CELL SOLID o c� �- } W VAPOR BARRIER I ��' Q W Z -77-7- - -- - a :� —III_III_III—III II_III--- - _• Hz 1—I I 1 III -III-1 1 -I I ° a ---�- --- � ��• I "' Z o � a � � e� ° 3 1/2" CONC. SLAB 4.I III= • ° GRADE Z rn Z CO 8" x S" THICKENED (3) 0516CDNT. J — _ �: a a Y G SLAB w/ (1) #5 CONT. (2) #5'S CONT. W/ 3" MIN. CLEAR - ° 1m ,m =-- a SII W/ 3" MIN. CLEAR SI. SI = _ ~ I �' Z �L W •• UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT I=III=1 I I=III=III I (I �� — _ � z S =III—III-1 I I =1 11=1 I I—I 11=1 I I SI x s" THICKENED —I = _ `� p �" o o 0 REaUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALL -III =III-III—I I ISI I I=III=I - J REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. �1j-III=III=III=III- EDGE w/ (I) #5 MONOLITHIC FOUNDATIO I -I I =III ( CLEAN „� Z wF H III=,1I I-III it I W/ (2) #5 DIA. RODS COMPACTED FILL Z �w -III—I I CONT. ON CHAIRS 11-411 g5% STANDARD _ U DENSITY, O WHERE 2ND STORY OCCURS L J FTG SHALL BE 1'-5" WIDE E-1 W/ (3) #5 BARS = Q N OFF5ET FOOTING S OFF5ET FOOTING g TRIC<ENED EDGE GARAGE CURS a THIO;<ENEID EDGE NTS � NON ERRING NTS � ERRING 3/�4��_1�_��� 6GA -AGE DOOR NTS �r�DETAIL NTS � — M W p� Z o0 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK W O BARRIER W/ R-3 INSUL. BEYOND 1/2 G.W.B. OVER 1/2 G.W.B. OVER I S" CMU BLOCK BETWEEN 3/4 P.T. VERTICAL 1 1/2" P.T. VERTICAL II S CMU BLOCK -J 1 1/2" P.T. VERTICAL I FURRING 9 24" D.C. FURRING 6 24" O.G. FURRING � 24" O.C. EXTERIOR DOOR II (1) #5 FROM FTG. TO I=�' li (1) FROM FTG. TO II TIE BEAM SPLICE TO TIE BEAM SPLICE TO 3-1/2" GONG. SLAB (3) 05'5 CONT. U (3) 05'5 CONT. BE MIN. 30" GROUT w/ FIBERMESH REINF. W/ 3" MIN. CLEAR BE MIN. 3m" GROUT �.. O u W/ 3" MIN. CLEAR 1 CELL SOLID OVER (o MIL. MTL. THRESHOLD SET II CELL SOLID I IN SEALENt w I �"- � -� Z VAPOR BARRI � U Q lm 1/21 W (- W .! a -_ 111= ° °GRADE °---.4 - -- "—1II-1II II ° •• II III-_-_11I' =III– _ ;LII 111_111 e e ° b adll—III ;' 1= — • -- _ I ° III=I I I _ _ = s __ J m _I _U11=1 I A° I_I I I—III =1 I I—I I a - III—III I I °. I I I I I_I a ° DESIGN DRAWN __ _ _I I I i l{ I- =_III =I I a I I=1 I I=I I I ,— __ —I � 1-I 1 L-=1 � e I--I I �—III= 11-11 I =1 I I I I 1=1 I_I=1 11=1 11=1 I I III I I' ' I =) I I a a I I 1=1 I­ CLEAN — ° =1 I I II I I— ' w""R L'°' COMPACTED FILL II I I— { I i I I 1 I 1=1 11=1 1 I I I II--1 L—I ! i I L=I I I=III=III— DN51TY STANDARD I LI Ii i I=III=III= i i 1=I 1— r� CHECKED 0F0 S" 2'—m" S" MONOLITHIC FOUNDATION I I —I I i=III=III=III 2111565 DWG.N0' W/ (2) #5 DIA. RODS CONT. -111 S" 2'-m" S" JOB No. ON CHAIRS flit 9 SCALE WHERE 2ND STORY OCCUR AS NOTED FTG SHALL BE 1'-5" WIDE DATE 10/17/11 W/(3)#5 BARS 1�10�` NOS' ENTRY DOOR ,3 GARAGE CURS AT FARTYWALL 3/41,� �� '� SD1 PARTY WALL 3/4��=��_0ii DETAIL f"'iIL SHT FOOTING W 1/2" GYP. BOARD 1/2" GYP. BOARD 1/16" O.B.B. SHEATHING 7/16" 0.5.5. SHEATHING< 2x4 8TUD5 0 16" O.G. r) DECKING PER 2x4 STUDS e 16" O.C. DECKING PER FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE SCHEDULE ATTACH RIBBON TRUSS (BY TRUSS (BY BOARD TO TRUSS OTNERS) OTHERS) TRUSS PER PLAN w/ (3) 106 NAILS ATTACH SHEATHING TO \ I/2" ANCHOR BOLT w/ RIBBON BOARD WITH WASHER -a 32" O.C.; 31/41 8d NAILS -s 3" O.G. \ DRILLED AND EPDXY w/ OIL \ \ 51MP50N SET EPDXY, OR \ EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO I FLOOR TRUSSES WITH \ (2) ad NAILS EVERY 3" \ z 4. * 8d NAILS e 3" D.G. WALL e� O.G. SHEATHING t0 BOTTOM \ PLATE I n ° O.S.B. TO OVERLAP 1/2" GYP. BOARD METAIro PER PLAN HGAIOKT w 48" O.G., BOT. PLATE 1 L a \ \ I HGAIOKT Q 48" O.G., LL' CHIN. °. a TRUSS TO TOP I PLATE TRUSS TO TOP V) PLATE \ 8" GMU WALL \ I W R - - PT Ix N. AS REQ'D. - - - - - 8" CMU WALL o� NOTE: REFER TO TRU55 MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPEC5 FOR BLOCKING REQ. NOTE; CONNECT DOUBLE TOP TRUSS TO WALL DOUBLE TOP 2 5 I ORY COI ill E GT I OI � 2 6 I OR I GOI E CT I OI PLATE, U.N.O. PER PLAN WHEN PLATE, U.N.O. TRUSSES ARE 2 PERPENDICULAR PARALLEL WALL I FERI • WALL > 1/21�-�5P4 EACH STUD t0 WALL 5P4 e EACH STUD -I/16 OSB, NAIL TO BRC; WALL PER r PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. © W cr- 2 X4's a 16" O.C. FIRE RATED WALL FIRE RATED WALL Li DOUBLE BOTTOM PLATE SYSTEM, SEE SYSTEM, SEE ARCHITECTURAL ARCHITECTURAL d4 UPSIDE DOWN HIO COR H10-2 FOR PAGES FOR ION ``� ®,�, w N PAGES FOR 2 -PLY), BOTTOM PLATE TO EACH MID -POINT DESCRIPTION Mfp-POINT DESCRIPT ®�►�•®•"e•oe�/�//�,,� Z o BLOGKINZ TRUSS. SLIT FLOOR DECKING TO BLOCKINcx c; '�W`� °•�2 : ACCOMODATE U STRAP BETWEEN STUDS BETWEEN STUDS V� V1 1� • Z 04 W d' • "� : C3 • 0-j 0• g Q a 'Q 0000 2x STUDS 16 ° �i����� ��C Qr���0 3 O.C. PER PLAN 2x SCUDS 16" V- A.F.F. O.C. PER PLAN BRG. HGT. SP4 s EACH STUD z TRUSS PER PLAN FLOOR '''`I�Q W z C1 OR 2 PLfES) WALLI OFLOOR �U�•/�•/ DECKING PER A �• 0 3 PLAN „C 0f-�t 11- _ II SP4 '� EACH W °� cc Z CONNECTION DETAIL 1 -1 WW FLOOR SYBtEM 'xr, STUD PER PLAN C tx w 1/2 ° GYP. BOARD 2X NAILER W/ l2) /16 O.S.B. 5HEATHING 106 NAILS 6 16 D.G. 2x4 STUDS 16" O.C. 16" HIGH KNEE E Z 2X4's 16" O.C. ROOF SHEATHING WALL, STUD r"� '� C Z C4 C DECKING PER ITYP) FASTEN PER PLAN U)FLOOR NAILING 2x4 BOTTOM PLATE SPACING -516" A SCHEDULE D.C. � �i2 " GYP. BOARD < Z � � � W W o LawPz o HGT (2) iOd NAILS 6" O.G. IST FLOOR S1�x REFER TO FLANS C C x J z �C Q' THROUGH 2X4 INTO TOP _ CHORD OF TRUSS � ~ � a � E EXT. SHEATHING CONT. z U FLOOR DECK FROM TOP PLT. TO NOTE; ALL THREAD I 1/2" DIA ALL THREAD ROD 2x4, CONTINUOUS BOT. OF GIRDER, FASTEN 1/2 DIA ALL THREAD —/ -mPER PLAN ROD � 48" O.C., 5" ROD TO BE 32" O.C. '� 48" O.C., 5" EMBED, � W EMBED, DRILL 8 EPDXY I ARE PERPENDICULAR I WHEN ROOF TRU55E8 JL-= 51MPSONESE� EPDXY OR XY uil W HO.C. I w/ 51MPSON SET EPDXY _ META16 EACH ad NAILS 3 O TRU55 VERTICAL WALL SHEATHING GIRDER PER PLAN OR EQUIVALENT I EQUIVALENT ca 0 0 TO TRUSS BOTTOM e CHORD I - 2x4 PT FURRING 2X NAILER W/ (2) 124" O.C. I 2x4 PT FURRING 1i2" GYP BOARD 106 NAILS -s 1(p" O.G. 24" O.C. o °, a n PT Ix NAILER TRUSS AS REQ'D. 2 STORCONNECTION WALL TO GIRDER , � O T - PARALLEL WALL > 1/20=11-011 CONNECTION DETAIL 8" CMU WALL I 8 CMU WALL � �zV) � '-'-' 0 O (l) 05 FROM FTG. TO I (l) *5 FROM FTG. TO O TIE BEAM SPLICE TIE BEAM SPLICE = U I TO BE MIN. 30" II TO BE MIN. 30 II GROUT CELL SOLID I GROUT CELL SOLID O 0 0 1/2" GYP. BOARD I I F- J Z II II UQ 0 DECKING PER WLLJ F- -1116" 05B OR FLOOR NAILING I II F- -'� -- 5CHEDULE I I O 1/2" PLYWOOD II I ©© w Q Q �MM C� Q- :2 J W I -I I'°Q 4 DESIGN DRAWN_ GER WMR LAHU26 TRUSS TO LED LvL OR GIRDER =III=_ v 17 i PER PLAN DOUBLE 2X8 LEDGER. ATTACH - I - _ _ - - - A I�a CHECKED CFG _ - ° _ -i i - - _I _ DWG.No. 2111565 1st PLY t0 FLOOR TRUSS w/ (4) CMU WALL I-_ -I I_ I= =_ _ _ _ -- I I _ 106 NAILS IN EACH VERTICAL. PER PLAN - I - _- = -I =I I= = I-� I_i =I -= I =I = I i I JOB No. 8d NAILS e 3" O.G. ATTACH 2nd PLY TO 1st PLY WITH ISI I ISI I I -� I �� I _ i -I I I (2) ROW5 OF 10d NAILS Q 6 O.C. SCALE AS NOTED PER ROW STAGGERED 311 DATE 10/17/11 NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ - 2 5 T O RY G ONN E G T f ON � TR U55 55 TO LEDGER s 2 STORE'' FARTY WALL. SECTION STAIRS 2 STORY FARTYWAL L SECTION SD2 S HT AT PARALLEL WALL NTS CONNECTION FASTEN PT 2X NAILER TO MASONRY W/ 3/11 X4" TAPCON5 (o" FROM ENDS AND 16" D.G. MAX. FASTENING REQ. APPLY TO WINDOWS 1JU/O ARCHES AS WELL PROVIDE 1/4" PLT ON BOT. OF BLOCKS - ALL LAPS IN MASONRY 2511 RUNNING BAR L "5 CORNER BAR GROUTED CELL BUCK SPECIFIED 8'I' WINDOW/DOOR 1 ARCH WINDOW MANUFACTURER 2 TYP, CORNER VERT. FRAMING DETAIL NTS WALL REINFORCING pblVl� e11 GI/Ir I I- L11 BY WINDOW/DOOR MANUFACTURER O DOOR BUGK DtL. NTS (1)#5 IN TIE BEAM I (1)*5 BAR IN PRECAST LINTEL C2)'B's VERTICAL IN GROUT FILLED CELL (1)05 VERTICAL IN GROUT FILLED CELL (A5 REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. OIL �pm r PRECAST (1)"5 CONT. IN TIE 2x4 CONT. SUBFASGIA d BEAM COARSE EXT. SHEATHING 14. 61D , IN= 4 (APPLIED ACCORDING TO MA PROVIDE HANGERS TO HOLD GROUT TIE BEAMa COARSE 50L IF-) a " BAR IN PLACE DURING POUR, SOLID REFER TO MAN. SPECS. FOR a SPACING REQUIREMENTS IF FOR OVERHANG ° REQUIRED NOM. B" CMU MINmm **HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED °e AND 2" HOLD 15 MET PROVIDE SCREEN WHEN Mimi BLOCK BELOW IS NOT MIME REQUIRED TO BE FILLED M■■ mm■epi ■M■ �■ 1/2" DIA. THREADED -- mm FLOOR NAILING ROD W/ COUPLER (IF ALL LAPS IN MASONRY 2511 RUNNING BAR L "5 CORNER BAR GROUTED CELL BUCK SPECIFIED 8'I' WINDOW/DOOR 1 ARCH WINDOW MANUFACTURER 2 TYP, CORNER VERT. FRAMING DETAIL NTS WALL REINFORCING pblVl� e11 GI/Ir I I- L11 BY WINDOW/DOOR MANUFACTURER O DOOR BUGK DtL. NTS (1)#5 IN TIE BEAM I (1)*5 BAR IN PRECAST LINTEL C2)'B's VERTICAL IN GROUT FILLED CELL (1)05 VERTICAL IN GROUT FILLED CELL (A5 REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. OIL �pm r PRECAST (1)"5 CONT. IN TIE 2x4 CONT. SUBFASGIA d BEAM COARSE (1),433 EA. SIDE OD 2X x3- w/ 3/11 1/4" TAPCONS TO CMU' AND (4) 10dx1y211 NAILS PER CONNECTOR (1) SIMPSON A33 EA, 51DE OF 2X w/ 3/16114-1/4" TAPCON6 TO CMU AND (4) 10dx1/V NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6#2 (OR BETTER) 5YP PRECAST SILL 4 (APPLIED ACCORDING TO MA PROVIDE HANGERS TO HOLD GROUT TIE BEAMa COARSE 50L IF-) a " BAR IN PLACE DURING POUR, SOLID REFER TO MAN. SPECS. FOR a SPACING REQUIREMENTS IF FOR OVERHANG ° REQUIRED NOM. B" CMU . 4 4 **HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED °e AND 2" HOLD 15 MET PROVIDE SCREEN WHEN } BLOCK BELOW IS NOT ON EVERY OTHER STUD REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBG 200- 2. 2X PT 5UCKS/N,41LER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUGK TO MASONRY W/ (1) ROW OF 31111 TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3AOW5 OF 10dX3" NAILS 6TAGGEREDa12" D.G. SEA. 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 ad NAILS sl6" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. �L OF OPENING rn CENTER BUCK ­'� 1„'1 3/0I' DIA. ANCHOR 2 X 4 P.T. TOP BUGK 2 X 6 P.T. BUCK EACH 61DE 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. (let BOLT TO BE B" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND 5PLICE6 TO BE CONSTRUCTED lie AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (B" MAX.) VERT. REINFORCING ��,,=�,_m„ $ SUCK DETAIL - —TIE-BEAM - r PRECAST 2x4 CONT. SUBFASGIA (1),433 EA. SIDE OD 2X x3- w/ 3/11 1/4" TAPCONS TO CMU' AND (4) 10dx1y211 NAILS PER CONNECTOR (1) SIMPSON A33 EA, 51DE OF 2X w/ 3/16114-1/4" TAPCON6 TO CMU AND (4) 10dx1/V NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6#2 (OR BETTER) 5YP PRECAST SILL (APPLIED ACCORDING TO MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) 05 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG cn _ � UA WINDOW Z } C� ON EVERY OTHER STUD FIRE RATED PANEL DECKING PER 2x6 DBL. BOTTOM PLATE 1/2" DIA. THREADED FLOOR NAILING ROD W/ COUPLER (IF SCHEDULE REQUIRED), ro" EMBED im WINDOW CONNECTION DETAIL NTS I1j21121I-mil I v.wl _4..Y vl...l-1- w� i -TO-­ FOOTING. I�.r--�I� CONT. FROM BEAM TO FOOTING. O STEP DOU1N TIE BEAM 2x4 BLOCKS, (2) 16d NAILS -s EA. END. BLOCK ADJACENT BAYS m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS 6 11 O.C. (5) 11 NAILS -� BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) III NAILS. r GABLE BRACING a 4811 O.G. MAX. 45* FROM HORIZONTAL (+/- 10") BRACE NOT REQUIRED 6' 71 FROM EAVES. Y-")( ` 1/2" DRYWALL 1x2 PT NAILER oa PRECAST CMU LINTEL a OPENING MARBLE SILL IX2 P.T. FURRING - a 2'-0" O.G. PRECAST CONC. SILL TYP. Q ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS 1X4 P.T. NAILER — WOOD BASE 3-1/2" CONC. SLAB, PER PLAN NTS I(: ) TYPICAL BLOCK WALL SECTION REFER TO ���-- PLANS FOR '-411 MAX EXACT SIZE OF O.H. -- - CONT. 2X4 2X4'5 Q 24" O.C. - GABLE END SHEATHING FASTEN PER PLAN. SPLICE A5 REQ'D. - SIMPSON HGA-10 6 4B" O.C. OSB NOT REQUIRED TO BE CONT. -a THE TRANSITION FROM BEAM TO GABLE TRU55 BEAM PER PLAN D SHE NTS 51MPSON H-10 —/M - TOX B0TTT M OAFHING DIAGONALTO BEAM NAIL w/ Bd BEAM NAILS 3" O.G. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** 5E AM CONNECTION SIMPSON A23 z _ QEA. BRACE .� TO PLT. 3 i4" OLD I— PT 2X8 PLT., CANT. FOR = �L 1/2" J -BOLTS w/ CLG. NAILING N WASHERS (MIN. 6" SURFACE m EMBED) MIN. 61' p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS TO PLT. a 12" O.C. MAX. HGAIOKT e 32" D.C. CMU WALL OR LINTEL BELOW '--,—TIE BEAM COURSE LU/(1)''S CONT. *, *NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** CMU WALL CONNECTION 9 GA5LE ENI) DETAILS N.T.S. PRE-ENGINEERED WD TRUSS, 24" O.C. 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. ELEVATION VARIES Ai'_� j TOP OF MASONRY Y ALUM. DRIP EDGE 2x4 CONT. SUBFASGIA .VENTED ALUM. SOFFIT (APPLIED ACCORDING TO MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) 05 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG cn NON -LOAD BEARING UA WINDOW PER FLOOR PLAN } C� EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND Sx8x16 CONC BLOCK MAIN FLOOR i1 ELEV 0'-011 -I I I/, A I T — REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. a THE TRANSITION FROM TOP PLT. TO GABLE TRU55 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 TRU55 BOT. CHORD ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** CLEAN: SPAN CONNECTION w 2x& STUDS a 16" O.G. < 5/5" TYPE X GYP. BD. W/ 6 — 5/8" TYPE X GYP. BD. NON -LOAD BEARING P6's TOP $ BOtt. C� ON EVERY OTHER STUD FIRE RATED PANEL DECKING PER 2x6 DBL. BOTTOM PLATE 1/2" DIA. THREADED FLOOR NAILING ROD W/ COUPLER (IF SCHEDULE REQUIRED), ro" EMBED — 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), ro" EMBED 32" D.G. ATTACH GYP. BD TO Z PANEL WITH (2) Sd NAILS EVERY 3" O.C. F-- a IZ 1/2" GYP. BOARD , METAI6 PER PLAN �� d 4 4 V / PT Ix NAILER w A5 REQ'D. fj��V' CMU WALL NOTE: REFER TO J015T MAN. SPECS FOR BLOCKING REQ. g 2 STORY CONNECTION rullo-m" >> ALT. W1 FIFE RATED PANEL II 1/2 GYP. BOARD SHEATHING I 2x4 STUDS 6 W DECKING PER 16" O.C.W FLOOR NAILING rY SCHEDULE 2x4 BOTTOM PLATE ATTACH La d' SHEATHING -m �m®�►weeiiarr� a r- TO RIBBON �\`� ®�( s��/s �. - N BOARD WITH 'C(,� �7//f/ ��el �" � � ® ••090000.1 /, / Bd NAILS ®,® P••••� dam® ``� Z Z 3 I O.C. ATTACH W ®: z -' J 5HEATHIN®._j 0 JI '40 �CIITO FLOOR 0 TRUSSES , ®••0o09oo®• w �� J 0 WITH (2)LZ >, Bd NAILS ° CIO EVERY 3 1/2" GYP. a 4 METAI6 PER PLAN O.C. BOARD ° C> PT lx NAILER A5 N REQ'D. E 0 r o a-&" CMU WALL Q wz°'�� 2 STORY CONNECTION � . cq la AT CANTILEVER 1��=1'—m" � ~ A Cz E W Hz 0 _�;�oaw zo-A� m 0IrnNW aU)z D N cry <ZE- 'ti GW 0 L)�w z 0 LuOm J _ .(AIN �» ~' < �.'OPA�F F-- z ��� Ld c� z M V) N W 13 NOT USED Z (n uU w�0 U � JZ S w QWo o 0 .Q Q �EL _Jm DESIGN DRAWN WMR LA A CHECKED CFO DWG.N0' 2111565 JOB No. SCALE AS NOTED DATE 10/17/11 1�. NOT USED � SD3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" 1" EDGE-) 2" EDGE- 22" EDGE Ti 106X3" p COMMON p p W w NZI1 12y, "I COMMON - 106X3" COMMON Z z OPP. SIDE U u I I I I d) 106X3" 0 COMMON OPP. 51DE (2)2X4'9 (2)2X6'9 (2) 2x COLUMN 1 2X 5UILT-U" STUD COLUMN DETAILS DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE (2)2X8's NAILING PATTERN PER NAILING SCHEDULE. CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d ow EACH TRUSS (U.N.OJ SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS EA. END. BLOCK ADJACENT BAYS -5 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/86 NAILS �+ 6 " O.G. (5) 16d NAILS BRACE TO BLOCKING z d N /ll ITalr)= /7) ')-4 e EDGE DISTANCE PE�TAIL Q 10dX3" w 2 .. z u CL I T Z I 106X3" L OPP. SIDE c1J Ck DISTANCE PER DETAIL. INSIDE FLY NAIL5 NAILED AT 8" O/C STAGGERED. OUTSIDE OUTSIDE NAILS NAILED AT all O/c. 2X's (3) or (4) 2x COLUMN 0/2 Ifni 7/16" 055 JOINT NAILING PER SCHEDULE STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATW15E (2) 16d NAILS EACH END NOTE: 1/2" PLYWOOD OR 1/16" 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 ABY. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H-10 DIAGONAL TO BLOCKINE7� PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE (BRACING 6 48" O.G. MAX. 45* FROM HORIZONTAL (+/- 10a) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS 's 12" — (U.N.O.) PROVIDE BLOCKING BETWEEN TRUSS BAYS 48" O.C. FOR FIRST 3 BAYS H2.5 Q EACH TRU55 TO LEDGER (U.N.O.) SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** GAIBLE END 's FLAT 3/4"=1'-m" CEILING WITH 506TON H I P REFER TO PLAN5 FOR EXACT SIZE OF O.H. CONT. 2X4 2X4'5 -5 24" O.0 GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES 6 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)104 NAILS FOR CONV. FRAMED MEM. ONLY FLOOR TRUSS PER PLAN DBL 2X TOP PLT. BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-106 COMMON NAILS 6 ENDS. NAIL PLACES CONT. W/7 106 COMMONS 6 16" O.G. I NAIL JACK STUDS AND FULL OSB DRAFT LENGTH STUD5 TOGETHER W/ 10d's STOP STAGGERED -w 12" O.G. (EACH NAIL 1w 16" O.C. PLY) TOP 8 BOTTOM 2 DRAFT STOP' DETAIL 1/41121 3/4" PLYWD. DECKING 2X LEDGER TO RIMBOARD W/ (4) EQUALLY SPACED 1/2" x 2" 5OLT5 FLOOR SYSTEM PER PLAN P.T. 2x4 L -r- I -IN STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED O STAIR CONNECTION DETAIL :{ SHEATHING PER PLAN " PRECAST GONG 15# FELL DRAINAGE PLANE ATTACH PER PLAN MID FAN BLOCKING INTERIOR WALLS: I c FLOOR NAILING 4. I O dJ >• I ; I . TT —I 1– -7"F– TI 7'T — : ' _41': L– I'I -l"111– —1.T –7.1 — . I'I I O CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d ow EACH TRUSS (U.N.OJ SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS EA. END. BLOCK ADJACENT BAYS -5 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/86 NAILS �+ 6 " O.G. (5) 16d NAILS BRACE TO BLOCKING z d N /ll ITalr)= /7) ')-4 e EDGE DISTANCE PE�TAIL Q 10dX3" w 2 .. z u CL I T Z I 106X3" L OPP. SIDE c1J Ck DISTANCE PER DETAIL. INSIDE FLY NAIL5 NAILED AT 8" O/C STAGGERED. OUTSIDE OUTSIDE NAILS NAILED AT all O/c. 2X's (3) or (4) 2x COLUMN 0/2 Ifni 7/16" 055 JOINT NAILING PER SCHEDULE STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATW15E (2) 16d NAILS EACH END NOTE: 1/2" PLYWOOD OR 1/16" 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 ABY. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H-10 DIAGONAL TO BLOCKINE7� PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE (BRACING 6 48" O.G. MAX. 45* FROM HORIZONTAL (+/- 10a) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS 's 12" — (U.N.O.) PROVIDE BLOCKING BETWEEN TRUSS BAYS 48" O.C. FOR FIRST 3 BAYS H2.5 Q EACH TRU55 TO LEDGER (U.N.O.) SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** GAIBLE END 's FLAT 3/4"=1'-m" CEILING WITH 506TON H I P REFER TO PLAN5 FOR EXACT SIZE OF O.H. CONT. 2X4 2X4'5 -5 24" O.0 GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES 6 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)104 NAILS FOR CONV. FRAMED MEM. ONLY FLOOR TRUSS PER PLAN DBL 2X TOP PLT. BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-106 COMMON NAILS 6 ENDS. NAIL PLACES CONT. W/7 106 COMMONS 6 16" O.G. I NAIL JACK STUDS AND FULL OSB DRAFT LENGTH STUD5 TOGETHER W/ 10d's STOP STAGGERED -w 12" O.G. (EACH NAIL 1w 16" O.C. PLY) TOP 8 BOTTOM 2 DRAFT STOP' DETAIL 1/41121 3/4" PLYWD. DECKING 2X LEDGER TO RIMBOARD W/ (4) EQUALLY SPACED 1/2" x 2" 5OLT5 FLOOR SYSTEM PER PLAN P.T. 2x4 L -r- I -IN STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED O STAIR CONNECTION DETAIL :{ SHEATHING PER PLAN " PRECAST GONG 15# FELL DRAINAGE PLANE ATTACH PER PLAN MID FAN BLOCKING INTERIOR WALLS: I c FLOOR NAILING 4. I O 7/8" STUCCO THICKNESS >• I ; I . O PAPERBACK LATH i O MEMBRANE STRIP COVERING WOOD FLOOR SYSTEM PLAN FRAME/MA50NRY INTESECTION UNDER '_;• 3/4" PURR STRIPS EXPANSION JOINT TO EXTEND 2" I BELOW CMU � •• SP2 OR SP4 EA. STUD OR AS I O METAL OR PLASTIC EXPANSION JOINT YRL GROUTED CELL r ` 1" FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU .e.pp CMU WALL PER PLAN :•ip NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL REFER TO HEADER SCHEDULE FOR HEADER SIZE, OFJACK STUDS B CONNECTOR REQUIREMENTS. 5P2 OR 5P4 EA. STUD OR AS 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. NOTES: 1. 5TAIR5 SHALL BE: CONSTRUCTED IN ACCORDANCE WITH FBG 2007 STAIR RUN MUST MEET THE: FOLLOWING CRITERIA. 2 R16E:RS PLUS I TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2007 STAIR RAILS SHALL BE NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE LEADING EDGE: OF THE TREAD. HANDRAILS THAT FORM A PART OF GUARDRAILS MAY BE 42" HIGH. WALL RAILS SHALL HAVE: A CLEAR SPACE BETWEEN THE: RAIL AND WALL OF 1 1/2" MIN. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION OF 1 1/4" TO 2", OR PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE. EDGES SHALL HAVE A MIN. RADIUS OF 116'' 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2007 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4 SPHERE MAY NOT PASS THRU ANY PART. 1/2" 1'-�" OSIDING; TO STUCCO 8 FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK R-30 INSULATION 1/2" GYP. BD. CLG. HDR. AS PER PLAN ALL FRAMED OPENINGS TILE ON $115 FELT OVER 5/8" PLYWOOD OR 5/5" 0.5.8. ON PRE -ENC%. TRU5SE5 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS 2x DBL TOP PLATE REFER TO PLANS A ALUM. DRIP EDGE 2x4 CONT. SUBFA5CIA VENTED SOFF I T INSULATION Iia " CDX PLYWOOD OR 7/16" OSB, " PRECAST GONG ATTACH PER PLAN MID FAN BLOCKING INTERIOR WALLS: 2X4 STUDS FLOOR NAILING 16" O.G. SCHEDULE 2'-0" O.G. IL REFER TO PLANS BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS FLOOR SYSTEM PLAN REFER TO PLANS rL 3/4" PURR STRIPS NEEDED SP2 OR SP4 EA. STUD OR AS (1) *5 VERT. IN GROUTED CELL (4) EQ. SPACED SPECIFIED ON THE PLAN FULL HEIGHT. SEE FLOOR PLAN 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD I FOR LOCATIONS 3-I/2" GONG SLAB � CEMENTITIOUS TITENS (w/ STRAPS REQ'D FOR WALLS FINISH ------=-------.�.-i-- - WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS GRADE 4aa. .II S--ISI—III II—ISI—ISI—ISI =I 11 =I I =� FROM TOP AND SUPPORTING FLOOR TRUSSES I-—II III--III-III. 4 4 p BOTTOM ONLY). (SEE CONNECTOR CHART) 1/2" x 7" J -BOLTS 6" FROM EA. II END OF WALL AND 632" O.G. 2X STUD5 6 16" O.G. NOTE: 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) -a 16" O.C. MAY Pt 2X4 BOTTOM o BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT EXTERIOR/INTERIOR FRAME WALL CONN. 3 1�2"ffii'-m" -- DETAIL NOTES: 1. 5TAIR5 SHALL BE: CONSTRUCTED IN ACCORDANCE WITH FBG 2007 STAIR RUN MUST MEET THE: FOLLOWING CRITERIA. 2 R16E:RS PLUS I TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2007 STAIR RAILS SHALL BE NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE LEADING EDGE: OF THE TREAD. HANDRAILS THAT FORM A PART OF GUARDRAILS MAY BE 42" HIGH. WALL RAILS SHALL HAVE: A CLEAR SPACE BETWEEN THE: RAIL AND WALL OF 1 1/2" MIN. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION OF 1 1/4" TO 2", OR PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE. EDGES SHALL HAVE A MIN. RADIUS OF 116'' 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2007 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4 SPHERE MAY NOT PASS THRU ANY PART. 1/2" 1'-�" OSIDING; TO STUCCO 8 FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK R-30 INSULATION 1/2" GYP. BD. CLG. HDR. AS PER PLAN ALL FRAMED OPENINGS TILE ON $115 FELT OVER 5/8" PLYWOOD OR 5/5" 0.5.8. ON PRE -ENC%. TRU5SE5 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS 2x DBL TOP PLATE REFER TO PLANS A ALUM. DRIP EDGE 2x4 CONT. SUBFA5CIA VENTED SOFF I T INSULATION Iia " CDX PLYWOOD OR 7/16" OSB, PRECAST GONG ATTACH PER PLAN DECKING PER 2X4 STUDS FLOOR NAILING 16" O.G. SCHEDULE 2'-0" O.G. REFER TO PLANS PRE ENG. META16 PER FLOOR SYSTEM PLAN REFER TO PLANS rL Ix P.T. NAILER Ira " GYP BD. PRECAST CMU LINTEL Q OPENING ��,\_TIE BEAM REFER TO DETAIL 3 5HT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST GONG SILL Ix2 P.T. FURRING 2'-0" O.G. R3 INSUL. BETWEEN 8 CMU 3/4" PURR STRIPS (1) *5 VERT. IN GROUTED CELL Ix4 P.T. NAILER FULL HEIGHT. SEE FLOOR PLAN WOOD BASE I FOR LOCATIONS 3-I/2" GONG SLAB � CEMENTITIOUS ' FINISH ------=-------.�.-i-- - F IN. FL. GRADE 4aa. .II S--ISI—III II—ISI—ISI—ISI =I 11 =I I =� ma a 4� ° a I-—II III--III-III. 4 4 III III-� REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORY WALL SECTION 3/4"-1'-�s" W 01 F- ry U W 0 A W �q Lj d ������11111111►�,���° N s � uj • •s • ° a Z O r- �`ter °®W .° id., d° .8 Z '°° Q wk O °° ®•°O!•oas••®®`��� J 0 o °��°�►►r�,1111le���� � li a 1 EI�I 0 r --i '0< Doz��- W � zm 0 z 04 C) P4 � 0 Z V. m �W Ch �co .E-1 z��� w d�a©o _j C a © ww� V) � W � W z P 9 g M V) N I o c 0 r �z� 00 w�0 J O U� }- 0 0 0 JZ Ld F— Lj O �YJ CL m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2111565 JOB No. SCALE AS NOTED DATE 10/17/11 SD4 SMT Dens6lass'"° Ultra Shaftliner Area Separation Walls Ge,orgla fffc Gypsum The Georgia-Pacific. Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses a$ 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 l Y sheathing or through the roof to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips; g brat allow for collapse of the fire -exposed unit without collapse of the solid Area SeparationWall, 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 -- DensGlass°" Ultra ShWiner. Components 2x4 Wood Framing 1" DensGlass' Uitra Shattliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood framing 2" H -Studs 24" o.c. Back-to-back C -Tracks 1/2" DensAmtor Plusw Interior Panel Aluminum Bnaakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch chick, 24 -inch wide DensGlass Ultra Shaft 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 care with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGlass Ultra Shaftlinar panels are covered by a 12 -month in-place exposure limited warranty against delamination, deterioration and decay arta a 5,year limited' warranty against manufacturing defects. Fire "resting and Suliding Code Compliance The Georgia-Pacific Gypsum Area Separation Wali 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 Laboratory (UL), Underwriters Laboratories of Canada (ULC) and Warnock Hersey international (WHI/ITS) and meets International Buildiri Code (IBC) Section 705 '"Party Walls,"" and Section 705, "Fire Walls." The f the 2006 e t requirements u g he '1 Georgia-Pacific Gypsum m ACaa Separation Wall assembly is listed inUte U Fire Resiatanca Ditac tory under UL Desi. U 373, the ULC Fire Resistance Directory ULC Design No, W 312 and the WHI fire Resistance Directory under WHI GP/WA 12.0-04, For copies of these listings, please contact, Georgia-Pacific Gypsum Technical Services at, 1-800-225-6119. EIAUTHiiIN Far"-pro►luakflra, oMrah sad era lufoniwaGna; go to'lgrownlLa Fol I ttuat gtrorraa"flon uatt *Iatft flOhnilaWl $aperca MbrliGe t 9r9 r5 bii9 ae www q u.na" J oenswass- Ultra Shaftliner Area; Separation Walls ,Al" Gec►rgia-Pacific Gypsum System Assemblies - 2 -Hour Platings I Layer of 5/8" DensArmor PlusO 2" x 2" ledger strips - ..M Roofing floor deck Type X gypsum panol Construction Dotal# Assembly Components STC Test Rderence 1 TO Two layers 1" DensGlass' Ultra 60 UL DESIGN U373 °°• Shaftliner inserted in'H-Studs 24" o.c. ULC W312 110 Min. 3/4"' air space between finer panels Z WHI GP/WA 120-03 gypsum panel or and adjacent wood or metal framing, a RAL TL89-383 1/2" Toughilock gypsum board layers 1" DonsGiass Ultra Shaftliner 60, UL DESIGN U373 Shaftlirter panels Inserted In H -Studs 24" o.c, Min. 3/4" air Q ULC DESIGN W312 e e S •, . `V ♦ • e e space on both sides must be maintained - WHI-GP/WA 120-04 o�oj ® yT� �® `���♦ ���0011111r1JON between liner pariWs and adjacent 00 Based on RAL TL89.383 lociTwo framing. _ -� Sound Tested with 2 x 4 stud wall with 1/2" DensArmor Plus" interior, N panel each side of assembly and L J 3-1/2" fiberglass insulation in stud' Li space both sides. O �i IZ. Part, Thickness: 3" 30 est. WHI 495.0743 O P4 Weight per Sq. Ft.: 9,5 Ld � Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal LILJ framing covered using 6" wide or 1/2" � U, DensArmor Plus Fireguard`p Type C interior Panel or 1/2""ToughSockv fireguard"Type C gypsum board. i7reakaway clip facings and height of wall differ between Ut Design 11373 and WHI DPI WA 120-04. GreOrgia PaeifiC Densal,arass- Ultra Shaftliner Area Separation Walls Gypsum Installation Instructions n' ' complete d The Georgia-Pacific Gypsum Area Separation Wall is constructed arca the framing for one townhouse unit is camp an rg Yp p prior to the construction of the adjacent unit, The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constnicted from wood, In many cases the area separation wail is positioned 1" away from the wail framing to accommodate the 1" DensGlasC Ultra Shaftliner panels used as firetrlor:king between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 4x4' and the WH!/ITS GP/WA 120-04 Area P Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2" Area Separation. Wfall 1. Position 2" C-Tracka minimum 3/4" frau the framed,wall of the adjacent unit, Fasten C-Track.to foundation with fasteners spaced a maximum of 24" mc, When specified, apply minimum 1/4" bead of acoustical sealant under the. C -Track to maximize acoustical privacy. Run the C Track to the end of the foundation. Incase of offset units„ see 1.5.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 wall. Install the H -Stud over the double beveled edges of the shaftfiner pads and continue alternately until the wall has reachedthe 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 "mune corners to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. * Now some authorifies nra y require iabeling to be visible. 3. Cap the first section of the Area Separation Well wiU1 a C -Track and attach to the vertical C -Track in the corners using a minimum of one 3/8"minimum length pan head screw. 4, Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and -the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8""minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10"0" o.c.) and horizontally on every, H -Stud (24" o.c.), When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 5'0" for the lower 20' and every 101" for the upper 20" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WH!/IT'S Design WHI GP/WA 120-04 Area. Separation Waltassembiy is specified, the breakaway clips 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 lower 20'0" and every 10'0" maximum for the upper 48"0" of the wall assembly. 5, Firoblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item 8, 6: To continue the wall, install a C -Track over the C -Track used io cap the lower section, placed back to back and attached together, With two 3/8" pan head screws at ends and spaced 24" o,c. Stagger back to back C=track joints a minimum of 12". 7'. If apa pe ra t is not specified, see Special Conditions, Item 1'T for two code-complient methods for installing a gypsum board p p roof undarlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin, Breakaway clip and � ha g fire -blocking, installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip C -Trach, Cap, Edge 11 -Stud, 25-ifiauge or End Closure , iM i, 1. F,. GAUTlfiN: For prodtret fire" safety and use iuformoftst, ga to gp oaolsafotylolo. 4 " For law4l mfcrrlwrri )n Wd upMus Technical service Nadirs 1,11110-z"19 or wrww,OPWAratir600M 66MV11111*alcific Gypsum Details Full Wall' Fire blocking as required 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw .-- Sealant ......___ _ Acoustic sealant (as required) Joist 2" C -track fastener 24" o,c, 2 HOUR SHAFT WALE ASSEMBLY SCALE: N.Q.S. Ultra Shafrtfllnem Area Roof dock per code requirement Roof truss Dens6lass," Ultra shaftliner Area Separation Walls Ar la Gypsum Special Conditions 1 When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach minimum of one 3 minimum length breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a m ,� g pan tread 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 g legs are permitted. Contact clip manufacturers including CLARKWESTE'RN'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 hearing. The adjacent framed wall can be designed as load bearing. 5. The wail located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 318"' 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 wells 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 panatrations 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, 1 /2" DensArmor Plus^ Fireguar&Type C or 1/2" ToughRock"' Fireguard° Type C or 5/8' ToughRock FireguarriType 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 W wide gypsum board strips. Pr Y 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, butts 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 firebktck. (Section 717.2.1, 22006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a.parapet. 10, Atthe intersection of the solid 2." Area Separation Wall and the underside of the structural roof sheathing,, cut liner panels at art 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(see Special Conditions, #H) to both sides of the Area Separation Wail. 11. There are two doors -compliant methods for installing a fire-resistant root undedayment: the ledger strip method and the partial roof undiorlayment method: In the ledger strip method, one layer of 5/8" DensAmtor Plus Firaguard Type X interior panel or 5/B" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2"`x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush wiUr the top of the roof framing. The ledgers are attached to Ute roof framing and farm a continuous strip. The second method is using fire treated plywood at least 4" on both sides of the Area Separation Wall. ions through the solid 2`" Georgia-Pacific Gypsum Area Separation Wall should be pr'o'tected in accordance with the 2006 IBC 12. Penetrations g m Yps Sections 705,9 and 712. for specific installation details consult UL category XHEZ Through -penetration Firestop Systems. of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 13. Size and protectionap � 2006 IBC, Section 705:8. When the Georgia-Pacific Gypsum Arra Separation Wall is designed as a -Party Wali ("Arty 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, such as bathrooms, the adjacent framed walls can be covered with DensShieldx" Tile Backer from Georgia-Pacific in lieu of standard paper -faced gypsum board or fiberglass mat -faced interior panels, front or back a of an adjacent unit. The H -studs of the Area Separation Wall 15. An offset occurs when one unit extends past the adrJ, l are not designedF ed for hanging sheathing ancladding so plaming "s required ired bolo re 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 2R4 wallcan 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 Use 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. CAtff10111k For product Ore. ssfwty and use infarmation, 9a to gp comlaatarp"IMa Far gats t nrd�r'ra"atkm and updatcs' Tecka-r l service "colfta t.w z5 n119 or www.pp"pswo-oom * 5 Dena►wasw- Ultra shaftliner Area �Se,1er'gla�ac;1FIC euwUm u t ll Attic - Adjacent to Trusses* _ 1" DensGias"s-Ultra Shaftliner panals H -stud ---- No minimum air space . . Wnrnd truss - 6" Wide 1/2" DensArmor Plush FireguardlP Typo C panels or *Only applies if solid wall is accessible. 1/2" Tougift0 Fireguard Type C or If not accessible, the strips are not required. 5/8" ToughRoock Fireguard Type X or I" DensGlass" Ultra Shaftliner panels Typical Roof Junction INSTALLATION SPEC F CAT-OCS AND DETAILS UL -U373 2 HR WAIL SCALE: N.T.S. System No. WL -2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings - 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft I - Retina at 400°F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN, LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN, WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 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 TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLD@SDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER®SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN: AND 1-1/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK O.g Reproduced by HILTI, Inc. Courtesy of V F Underwriters Laboratories, Inc. V V June 20 2000 Hilti Firestop Systems FIRE Caulk (smoke tight joint) I Layer of 5/8" DensArmor PlusO 2" x 2" ledger strips - ..M Roofing floor deck Type X gypsum panol (or as required by codes) - 2" CPVC & DRYWALL - 1 TO 2 -HOUR ``♦ °°• Fire blocking _ . _... _. Insulation 1/2" DensArmor Plus Z .'�. gypsum panel or ly- a 1/2" Toughilock gypsum board -- 3/4" Minimum air space 1" DensGlass'" Ultra..___.._...._..__..._.....r.,....._.....,...u..._.. C Q Z p W cCQ Shaftlirter panels INSTALLATION SPEC F CAT-OCS AND DETAILS UL -U373 2 HR WAIL SCALE: N.T.S. System No. WL -2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings - 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft I - Retina at 400°F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN, LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN, WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 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 TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLD@SDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER®SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN: AND 1-1/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK O.g Reproduced by HILTI, Inc. Courtesy of V F Underwriters Laboratories, Inc. V V June 20 2000 Hilti Firestop Systems FIRE CAULK - HILTI SYSTEM No, W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR SCALE: NONE otic Fire Sprinklers, Inc. 00203 PENETRATION PROTECTION 2 HR SCALE: N.T.S. a LLJ 0 0Cn00 LLJ 0 �C IL.o_J �_� L o_J � <o< n __J : DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 0F SD5 relirNu w d- W °•• `i iii ``♦ °°• L. J C) 0 ®• r $� O N • '� 7 Q Z .'�. .O .rr ® Z ors -' ly- a W • ~� . -. U C Q Z p W cCQ +� ® e C^) • 0 G Q e e S •, . `V ♦ • e e <C - o�oj ® yT� �® `���♦ ���0011111r1JON J 00 _ a LLJ 0 0Cn00 LLJ 0 �C IL.o_J �_� L o_J � <o< n __J : DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 0F SD5 �',! W 0 � O ILEI a C Q Z p W cCQ �- NhZ -� N L J Li O �i IZ. O P4 Ld � LILJ � U, e JLL I�- a LLJ 0 0Cn00 LLJ 0 �C IL.o_J �_� L o_J � <o< n __J : DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 0F SD5 5/ MC E� A� DC PE TC POINT W/ 1 LAYER 5/8" TYPE EA SIDE OF TRUSS 24" BACK -IT BOX EIRE CAULK ALL JOINTS LASS EXT SHEATHING BETWEEN )CKING, OVERLAP WALL TOP )OF SHEATHING FIRE CAULK PLAN VIEW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT Z �- FIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT ---� PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL ��SD6 SCALE: N.T.S. GA FILE NO. WP 3511 SEEM! Sul 35; to 30 STC SOUND GYPSUM WALLBOARD, WOODSTUDS gypa yer .rmated ww1' 16, an gles to each of woodr r Joints staggered 2411 an oppoane sides. (LOAD-IBEARING) 4TAIT UL DesVil U309; UL 111319-1.29, w UL Design U314 Sound TOM: 1466:240400-14-70 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (0309) SCALE: N.T.S. *ATTIC DETAIL -ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H -STUD ---\ W/BATTEN STRIPS WOOD TRUSS 6 WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SECTION A ---A THROUGH TRUSSES 8c SHAFT LINER ',�JD6 SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR SPACE 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. x:. * . C M "n 8,-O„ 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS (2) 1" SHAFT WALL LINER FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. I I I A _-. A FIRE BLOCKING (2) 1 " SHAFT WALL LINER EIRE 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 SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) � ALU U M CLIP PER F R ��°°°►,Iolow a: PRE NGINEERED RO F e °• �'� TRU ES AT 24" O.0 LL �'• ' w ®s �' z CD° 1/2" GYPSUM CEILING E ALUMINUM CLIP PER ME BACK TO BACK C -TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCREE ACCOUSTIC SEALANT U373 EXTERIOR WALL INTERSECTION DETAIL 3 FLOOR TRUSSES SCALE. N.T.S. (PER PLAN) 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" FIRE BLOCKING AS REQ'D �1/2" GYPSUM CEILING BOARD STUDS AT FLOOR TRUSS SYSTEM PER 6" WIDE 1/2" DENSARMOR BOTTOM TRACK ON FIRE CAULK BEAD MANUFACTURERS SPECS SEE PLUS FIREGUARD TYPE C 3/SD5 (WHI 495-0743) PANELS OVER METAL "H" L_ 2" C -TRACK POWER DRIVEN z FASTENER AT 24" O.C. EXTERIOR FACING STUDS AT FLOOR TRUSS Q 2X4 FURRING LAID FLAT ATSYSTEM PER w GYPSUM PANEL PRODUCT24" O.C. MAX. MECHANICALLY -i 5/8 FIREGUARD MANUFACTURERS SPECS SEE ,�, AS SPECIFIED TYPE "X" EXTERIOR FASTENED TO METAL "H" 3/SD5 (WHI 495-0743) USE LIMEROCK AGGREGATE w GYPSUM SHEATHING STUDS PER SECT. 721 OF THE EBC w INTERIOR WALL USE 2" DEEP ELEC BOXES. 2007 ED. TO GET 4" EQUIVALENT FRAMING ALL SWITCHES, RECEPT. THICKNESS (REF TBL 721.3.2). PIPES, 8c ETC SHALL BE VERIFY W/ BLOCK SUPPLIER w [Eff 3/4" AIR SPACE 1" DENSGLASS ULTRA THAT BLOCK TO BE DELIVERED _ SHAFTLINER SURFACE MOUNTED. 1 1 /2 HAS CORRECT RATING. SIN FURRING AT PARTY WALL �57 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECTS ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 OFFSET EXTERIOR WALL DETAIL jSCALE: N.T.S. 2" C -TRACK iIIIIJ ;11111;11-;-=1'L"-I"- �-3 1 2 MINIMUM CONCRETE SLAB TYPICAL FOOTER- SEE FOUNDATION- �I_ 1I, __II IIT mm1Ir=--=II/ -III .I I f I I �-�1 IF PLAN FOR SIZE & REINFORCEMENT 111--�IIL"=-III=-mll 11 =IIL- IIIIT==111- REINFORCED WITH EIBERMESH ON 1II-mIII=-1I1---:II1=1II=-III-- 6 mil M.B. OVER WELL COMP. SOIL CONCRETE E'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIRCATBONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR EIRE WAIT DETAIL (0373) SCALE. N.T.S. v Q 0 :•_ ® �o V Q y ___J ,P� SHT OF SD6 0 eL 0 o0 Z cn 3�:cn LLJO_j I— < F;= p�-� �= 1.1 LLJ V 0 B cj:� < 0 a- 5 - DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF SD6 LINE OF DOOR OPENING ---- CUT HCUSEWRAP I�I I I I I II I I. l STEP 1 I 3 53" I I . FINISHED TEXTURE COATING PER ENGINEER'S CONNECTION SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED FLOOR TRUSS LAYOUT ALUM. DRIP EDGE SET IN 3 COAT CEMENTITIOUS APPLICATION PLASTIC ROOF CEMENT NAILED OVER OVER GALV. MTL. LATH W/ #15 FELT BLOCKING Q PAPER OVER APPROVED HOUSEWRAP. 41" 2 ' NOMINAL THICKNESS) VENTED SOFFIT. 2 I" BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT lea CEMENTITIOUS APPLICATION. CONNECTIONS BOND BEAM FULLY GROUTED & REINFORCED (SEE 71 OSB SUBFLOOR GLUED &SCREWED FINISH SECOND FLOfOR" n ISI STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER 4 UPLIFT REQUIREMENTS) SPECIFICATIONS OVER! PRIMED 3 COATI 1 f SET THRESHOU, IN SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUS APPLICATION. CONNECTIONS (° NOMINAL THICKNESS) 2"' �IIq d178e SEE DOOR DETAILS FOR C\2 0 I OF SEALANT, W :9 CEMENTITIOUS FINISH (PER ELEVATION) 98' FINISH/TRIM DETAILS FI—FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION I . a (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S APPLY SEALANT AT SPECIFICATIONS. J"x14" PRESSURE TREATED STRAPPING 0 24" O.C. CORNERS AND FRONT T—NAILED INTO BLOCK. INTERMEDIATE WALL_ SECT CN EDGE OF THRESHOLD Lij CONT. ROD IN FOOTING & BOND BEAM STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE AMES EXTEND MEMBRAI FLASHING MIN 1" SILL FLEXIBLE FL _MPORARILY )LD -UP & SEC OUSEWRAP (OR JCK FLAP UND HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.( INSTALL SELF -AD dEMBRAN LASHINC JAILING I 1EAD :XTEND SELF -AD v1EMBRAP " MIN B -LASHING ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMOIR. at SILL. EXTEND FLASHIN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW PPLY {" NOM. ONTINUOUS BEA EALANT AT JAM ND HEAD or AF O BACK OF WIN AILING FLANGE INE W/ RE -PUNCHED H R SLOTS. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 1I WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARMNIM:. SEALANTS /FLASH IN GS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE .OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) FLEXIBLE FLASHING at SILL. FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 "� STEP 8 � � STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 5 OPENING FLASHING DETAILS SCALL: N.T.S. PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND SCALE: N.T.S. ALUM. DRIP EDGE SET If ROOF CEMENT & NAILED i"x1j" BLOCKING PREFIN. ALUM, FASCIA VENTED SOFFIT. 1®� CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. Y PAM Q 0 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 8d GUN NAILS @ 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT— CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) GARAGE 8" GONG, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31" POURED CONCRETE SLAB ON VAPOUR BARRIE 4 n 4. 2 aq o 0 FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION 2 SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Ed GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. vPR\Es ROOF F\SC� 3 53" DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. FINISHED TEXTURE COATING PER ENGINEER'S CONNECTION SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED FLOOR TRUSS LAYOUT ALUM. DRIP EDGE SET IN 3 COAT CEMENTITIOUS APPLICATION PLASTIC ROOF CEMENT NAILED OVER OVER GALV. MTL. LATH W/ #15 FELT BLOCKING Q PAPER OVER APPROVED HOUSEWRAP. 41" 2 ' NOMINAL THICKNESS) VENTED SOFFIT. 2 I" BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT lea CEMENTITIOUS APPLICATION. CONNECTIONS BOND BEAM FULLY GROUTED & REINFORCED (SEE 71 OSB SUBFLOOR GLUED &SCREWED FINISH SECOND FLOfOR" n ISI SCALE: N.T.S. ALUM. DRIP EDGE SET If ROOF CEMENT & NAILED i"x1j" BLOCKING PREFIN. ALUM, FASCIA VENTED SOFFIT. 1®� CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. Y PAM Q 0 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 8d GUN NAILS @ 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT— CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) GARAGE 8" GONG, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31" POURED CONCRETE SLAB ON VAPOUR BARRIE 4 n 4. 2 aq o 0 FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION 2 SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Ed GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. vPR\Es ROOF F\SC� TOP OF BLOCK Y" 16" DEEP OPEN WEB FLOOR TRUSSES PER U/S OF SOFFIT w InLd FLOOR TRUSS LAYOUT ALUM. DRIP EDGE SET IN 7' PLASTIC ROOF CEMENT NAILED OVER BLOCKING Q PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT PREFIN. ALUM. FASCIA & .d98 VENTED SOFFIT. 2 I" BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES SPECIFICATIONS OVER PRIMED 3 COAT lea CEMENTITIOUS APPLICATION. J BOND BEAM FULLY GROUTED & REINFORCED (SEE 71 /11 CONNECTION SCHEDULE) n ISI STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER 4 UPLIFT REQUIREMENTS) SPECIFICATIONS OVER! PRIMED 3 COATI SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUS APPLICATION. CONNECTIONS (° NOMINAL THICKNESS) 2"' �IIq d178e C\2 0 4 W :9 CEMENTITIOUS FINISH (PER ELEVATION) 98' PAINTED DRYWALL (R-0.45) FI—FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNITINSULATION I . a (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. J"x14" PRESSURE TREATED STRAPPING 0 24" O.C. V) T—NAILED INTO BLOCK. INTERMEDIATE WALL_ SECT CN SCALE: N.T.S. ALUM. DRIP EDGE SET If ROOF CEMENT & NAILED i"x1j" BLOCKING PREFIN. ALUM, FASCIA VENTED SOFFIT. 1®� CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. Y PAM Q 0 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 8d GUN NAILS @ 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT— CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) GARAGE 8" GONG, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31" POURED CONCRETE SLAB ON VAPOUR BARRIE 4 n 4. 2 aq o 0 FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION 2 SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 015 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Ed GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. vPR\Es ROOF F\SC� ATTIC VENTILATION(FBC-13806) `Q MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. BO% OF - REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE SAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN EACH TRUSS i� \N VPF 2 PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 TOP OF BLOCK Y" U/S OF SOFFIT w InLd d- O ALUM. DRIP EDGE SET IN 7' PLASTIC ROOF CEMENT NAILED OVER BLOCKING Q TOP OF WINDOW PREFIN. ALUM. FASCIA & .d98 VENTED SOFFIT. 2 I" FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. J (k" NOMINAL THICKNESS) 71 ATTIC VENTILATION(FBC-13806) `Q MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. BO% OF - REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE SAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN EACH TRUSS i� \N VPF 2 PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 ``�®111'!''1 fill,,/ w InLd d- O I� 0 7' REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7' • • z cV, til11 ice : UJ Q z Z INTO BOND BEAM. (SEE STIRUCT. ENGINEER'S ° •° �`° <C J O /11 CONNECTION SCHEDULE) n ISI �Qxc' 4 Z H u� W W II PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH C\2 0 W :9 CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. V) ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO Lij CONT. ROD IN FOOTING & BOND BEAM (D 3 TYP CAL EAVE DETAIL SCALE, N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��ON DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) C6 ALUM. DRIP EDGE OVER --- R��F INSULATION BAFFLE j"x12" OVER 12"x52" SPR. ` BETWEEN EACH TRUSS FASCIA ATTI C TOP OF PLATE PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING 9 TOP OF WINDOWS 1'-0° 42 SEE STRUCT ENGINEER'S SPECIFICATIONS FOR CONNECTION 00 I 3 SD7 4 FINISH SECOND FLOOR r�Id- I TOP OF C.M.U. WALL 9_1�� I TOP OF WINDOWS I I I I I a I I I o 0 2 ACTUAL WALL THICKNESS INCLUDING STRAPPING, DRYWALL & i" CEMENTITIOUS FINISH = 9g SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION _ CONSTRUCTION DETAILS \ FINISH SLAB ON GRADE C Z d FINISH GRADE D 00 o PLASTER SKIM COAT OR a PAINTED FOUNDATION WALL a REQUIREMENTS VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 SECOND FLOOR " PAINTED DRYWALL 12"x32" STUDS @ 16" O.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. MTL LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR USSES FLOOR TRUSS LAYOUI BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) -- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW " PAINTED DRYWALL (R-0.45) FI—FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSIDE AIR FILM (R-0.68) 4'x12" PRESSURE TREATED STRAPPING Q 24" O.C. (R-1.10) T—NAILED INTO BLOCK. 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (2" NOMINAL THICKNESS) — (R-1.00) TOTAL R—VALUE = (R-8.61) REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL ZIP Q. 32" CONCRETE SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. i POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WAIL SECTION SCALE: N.T.S. a � 00 pp 7' �C L_Lj CJI o 1_ D LLJ 0 _1pp DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 ``�®111'!''1 fill,,/ w InLd d- O I� 0 qt" LL.�. z • • z cV, til11 ice : UJ Q z Z ° •° �`° <C J O /11 a � 00 pp 7' �C L_Lj CJI o 1_ D LLJ 0 _1pp DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 I� 0 CQ LQ Z ��NW� n ISI �Qxc' 4 Z H u� W W Mia 4 E - C\2 0 W :9 a � 00 pp 7' �C L_Lj CJI o 1_ D LLJ 0 _1pp DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 UE U338 1 HOUR RATED NON-LOADBEARM PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER "" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER s" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL t ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE ' DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT tet' 4 SD6 FINISH SECOND FLOOR TOP OF C.M.U. WALL UU �aoF INSULATION BAFFLE U BETWEEN EACH TRUSS A TTI C PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (U309) EXTERIOR EAE WALL SEE SHEET SD6 8" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL FILLED (R-13) g" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES PE FLOOR TRUSS LAYOUT L BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE A 4 .d a d a d 4 4 00 >- ^ Z _ FINISH GRADEco a UU d d z PLASTER SKIM COAT OR a PAINTED FOUNDATION WALL 6d 32"CONCRETE SLAB ON 6 MIL. ARIE� POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 4 1 HOUR EXTERIOR WALL SECTION (TYP) SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer 5/e" 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 5!d' type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 T/a" Type W or 5 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 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. 5 UL DETAILS Dzftn Nq.. U30I &Wdu ,waP.I-I1 Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72: ITS. "-98 fit, UW in t than,49, in.,, gMv= bmd to be instaUed bas r6_,�� UL DETAILS CD8 UL DESIGN U338 Design No. Ua38 September 15' 2010 NonesoB b Hng or Searing Wail Raring -1 XR 3 (8- Item. 2 and 2A) Finish Rating - OM Lays or Wallboard - Him TO Him Two Layers of Wallboard - Min. 89 Min Load Restricted for Canadian Applications - San Guide BXUYZ 4 3. 2� D RUZONTAL SECnON 1. Wood Stage - Nom 2 by 3 of 2 by 41n., flat wise, spaced 241n. O.C. ones, emGlvely finrstopped. 2. Gypsum board- - For Nonbearing Wall rating - One aver of 5/81n. thick, gypsum board secured to each side of studs. Gypsum board applied horizontally or vemcally, unless specified below, with vertical joints centered an studs, and nailed to studs and bearing plates 7 In. O.C. with 6d cement coated nails, 1-7/81n. long, 0.0915 In. shank clam and 1/4 In. dlam head. As an alternate, No. 6 bugle head drywall screws, 1-7/81n. long, may be substituted Far the 6d cement touted nails. 20. GYPSUM Board* - (As an ultimate to Item 2, not shown) - For Nonbearing Wall rating - Any 5/8 in, thick gypsum panels supplled by the Classified Companies listed below shown Gypsum Board* (CKNX) category. Applied horizontally or vertically and attached to studs and bearing plates with 1-114 In. long Type W coarse thread gypsum panel steel screws spaced a max B in. Or, with last screw I in. from edge of board. When used In widths other than 48 In., gypsum board to be installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO use 11a3(I00 S A DE C v 2C. Gypsum Board* - Same as Item 2B. For Bearing Wall rating - Additional layer of 5/0 In. thick, 4 R wide wallboard each side of assembly. Attached to studs over Inner layer 8 in. O.C. max with 1-7/8 In. long Type W coarse thread gypsum panel steel screws. CANADIAN GYPSUM COMPANY UN1TEb STATES GYPSUM CO USO MEXICO S A DE C V - 2D. Gypsum Board* - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel scheme spaced a max B in. OC, with last screw 1 in. from edge of board. When used In widths other than 48 In., gypsum board to be installed horizontally. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTEED GYPSUM INC - Pmkac Type C or Pni Type X CERTAINTEED GYPSUM CANADA INC - Prokoc Type C or ProRoc Type X TEMPLE-INLAND - Type TG -C 2E. Gypsum Board* - Same as Item 21). For Bearing Wall rating - Additional layer of 5/9 In, thick, 4 ft wide wallboard each side of assembly. Attached to studs over Inner layer 8 in. O.C. max with 1-7/8 In. long Type W coarse thread gypsum panel steel screws. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTEED GYPSUM INC - Prokoc Type C or PraRoc Type X CERTAINTEED GYPSUM CANADA INC - Pri Type C or PmRoc Type X TEMPLE-INLAND -Type TG -C 2F. Gypsum Board* - (As an alternate to Item 2, not shown) - For Noebgaring Wail rating - 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/41n. long Type W coarse thread gypsum panel steel screws spaced a mex 8 In. OC, with last 2 screws 1 and 41n. from edge of board or nailed as described In Item 3. When used In widths of other than 40 In., gypsum boards are to be installed horizontally. TEMPLE-INLAND - GreenGlass Type X. TEMPLE-INLAND -Type X ComforpSuard Sound Deadening Gypsum Board. 21. Wall and Partition Facings and AO oriw* - (As an alternate to Items 2 through 2H) - Nominal 5/8 In. thick, 4 X wide panels, applied vertically and secured as described in Item 2 or 2A. SERIOUS MATERIALS INC - Types QuletRock ES, QuletRock 527 3. Joints and Nall Naads - Gypsum board jpints of outer layer covered with paper tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/321n. thick gypsum veneer plaster may be applied to the emlre surface of Classified veneer baseboard with joints reinforced with paper tape. 4. Batts and Blanket* - (Optional) - Max I in. thickness glass or mineral Fiber batt Insulation. See Batts and Slankate* (BZIZ) category for names of Classified companies. 4A. Fiber, grayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application instructions supplled with the produce. Nominal In, density of 3.0 Ib/fta. Alternate application method: The fiber Is applied with U.S. Grawfiber LLC Type AD300 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts neer to completely till the enclosed cavlty In accordance with the application Instructions supplied with the produce. Nominal dry density of 2.5 Ib/R3. U S GIVIRNPIBER L L C - COcaoo2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Flkar, Sprayed* - As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray, applied mllWose Insulation material. The neer Is applled with water to Interior surfaces In accordance with the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry denslty or 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 4C, Fiber, Sprayed* - As an alternate to Betts and Blankets (Item 4) - Spray applied cellulose fiber, The fiber Is applled with water to completely fill the endose d cavity In accordance with the application Instructions supplied with the pri Tire minimum ory, aeretty snail be 4.3u foe/rt. INTERNATIONAL CELLULOSE CORP - Celber-RL r-, 11119 the UL C11111101111 Mark 7 UL DETAILS UL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON _ PORCH ROOF 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 z ° U1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE 1 PORCH OVERHANG DETAIL SD$ SCALE: N.T.S. f�I Li d - ,wit Irrrre'��r�s � o �® ••...D•..• �► ��T cl:� .• •® COw C111 r a s G o p �, ••®•0000®••••• rrri�t� DESIGN DRAWN TJF TJF CHECKED Z rip JOB No. 905/117 SCALE �V W DATE 06/22/11 0 Q d+ Q �v'-lam pV U 0 w P4 Q I *- I 0000 J2 � H y UD E-1 u w r Cn P4 LLJ _J F_ Cq E �0W�� Ld I� II o II U DESIGN DRAWN TJF TJF CHECKED TJF/WMR rip JOB No. 905/117 SCALE �V W DATE 06/22/11 Q pV U 0 V d J2 � D_1J y u w r Cn DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF MOO GENERAL NOTES: 1. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) # 12AWG WIRES, PLUS A MINIMUM OF # 12AWG GROUND WIRE UNLESS OTHERWISE NOTED. ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 1/2". 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 4. CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 5. PROVICE IDENTIFICATION, AS SPECIFIED IN THE 2008 NEC 230.2(E), AT EACH METER LOCATION. 6. DRAWINGS COMPLY WITH FBC 13-413. 4x4 BOX WITH SINGLE GANG MUD RING FOR VERIZON PUNCHDOWN TERMINAL DEMARK JACK. WIRE AND AS REQUIRED BY TELEPHONE COMPANY FoY//" JACK BY TELEPHONE COMPANY 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER '`COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND ABBREVIATIONS AND ACRONYMS A AMPERES KW KILOWATT AC ALTERNATING CURRENT LTG LIGHTING ADA AMERICANS W/ DISABILITIES ACT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTION AFG ABOVE FINISHED GRADE MCU MASTER CONTROL UNIT AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CATV CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASS. CONC CONCRETE NF NON-FUSED COND CONDUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CU COPPER NEC NATIONAL ELECTRICAL CODE DISC DISCONNECT NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER NL NIGHT LIGHT EF EXHAUST FAN O.C. ON CENTER ELEC ELECTRICAL P POLE EM EMERGENCY PNL PANELBOARD EMS ENERGY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL EX EXISTING RM ROOM FA FIRE ALARM SPEC SPECIFICATION FACP FIRE ALARM CONTROL PANEL SS SYPER SAVER OR STAINLESS STEEL G GROUND TYP TYPICAL GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED GND GROUND V VOLTS GRC GALVANIZED RIGID CONDUIT VAV VARIABLE AIR VOLUME HVAC HEATING, VENTILATING AND AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE J JUNCTION W WIRE KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF KVA KILOVOLT -AMPERES 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER '`COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS PERMIT SET LIGHTING SCHEDULE THREE-WAY SWITCH MARK DESCRIPTION QTY. LAMPS TYPE MOUNTING VOLTAGE MANUFACTURER REMARKS A 2 -LAMP FLUORESCENT FIXTURE 2 32W T8 CEILING 120 PROGRESS LIGHTING - GARAGE B1 4 -LIGHT VANITY WALL MOUNT 4 40W A19 WALL 120 PROGRESS LIGHTING P3298-15 BATH BAR - 4 -LAMP B2 6 -LIGHT VANITY WALL MOUNT 6 40W A19 WALL 120 PROGRESS LIGHTING P3299-15 BATH BAR - 6 -LAMP C ROUND MUSHROOM CEILING MOUNT FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P3408-30 HALLWAYS, CLOSETS, UTILITY ROOM, GARAGE D DOWNLIGHT 1 65W BR30 CEILING 120 PROGRESS LIGHTING P87-AT/P8066-28 KITCHEN E SINGLE LAMP PENDANT FIXTURE 1 60W A19 SUSPENDED 120 PROGRESS LIGHTING P3788-33 FOYER HANGING PENDENT F CEILING FAN WITH LIGHT KIT 3 60W A19 CEILING 120 SELECTED BY OWNER - G COACH LIGHT 1 60W A19 WALL 120 PROGRESS LIGHTING P5682-31 WEATHER RESISTANT H CEILING MOUNTED PORCH FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P5744-31 PORCH I DOWNLIGHT 1 60W A19 CEILING 120 PROGRESS LIGHTING P87-AT/P8009-60 SHOWER LIGHT J 4" LOW VOLTAGE IC HOUSING DOWNLIGHT 1 50W MR16 CEILING 120 JUNO IC44, 440 -WH TRIM OFFICE, COORDINATE SELECTION WITH OWNER K TRACK LIGHTING (6' OR 8') 4 50W MR16 CEILING 120 JUNO R701WH, R6WH, R8WH OFFICE, COORDINATE SELECTION WITH OWNER 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER '`COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS PERMIT SET SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH POWER REVISIONS DUPLEX RECEPTACLE DUPLEX GFI RECEPTACLE "WP" DENOTES WEATHERPROOF COVER DUPLEX RECEPTACLE ABOVE COUNTER HEIGHT DUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT DUPLEX RECEPTACLE CONTROLLED BY LIGHT SWITCH ® DRYER OR RANGE RECEPTACLE RECEPTACLE, 2 POLE COORDINATE TYPE WITH EQUIPMENT ® CEILING MOUNTED GFI RECEPTACLE CODE SIZED JUNCTION BOX WITH BLANK IDENTIFIED COVER ® FAN RATED JUNCTION BOX IN CEILING METER PANEL 0, DISCONNECT LIGHTING 0- LIGHT FIXTURES, SEE PLANS AND FIXTURE SCHEDULE FOR TYPE F COMBINATION EXIT/EMERGENCY LIGHT WITH BATTERY BACKUP FIRE ALARM QS SMOKE DETECTOR co COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR MISC. 0 TELEPHONE OUTLET y TELEPHONE OUTLET ABOVE COUNTER N CATV OUTLET EXHAUST FAN ® COMBINATION EXHAUST FAN/LIGHT ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14, WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK, ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16, PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 17. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM AS INDICATED IN DRAWINGS. SYSTEM SHALL BE UL LISTED, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS, AND SHALL BE INTERCONNECTED TO ACTIVATE ELEVATOR RECALL SYSTEM. 18. ALL CIRCUITS BREAKERS SERVING SUPPLYING OUTLEST IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). 19. ALL RECEPTACLES IN KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNRROM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNIT SHALL BE TAMPER RESISTANT, CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR, 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK, ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS. ACCEPTANCE TESTING 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. AS -BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDUMS AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. PROTECTION 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ ENGINEER. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/ OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK, THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. DATE October 13, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS H Q O mommommmmmom ELECTRICAL PLAN 1/4" = l'-0" FIRST FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = l'-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PAN EL • p 1 RATING: SERVICE: SMALL APPLIANCE : 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCA? MOUNTING CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT N GND C O CKT N0, EQ 1 AC -2 9.50 2 60 6 - 10 3/4" Al2 BEDR00 3 -J- J.-- _L 6 BI 4 BEDR00 5 CU -2 4.00 2 30 10 - 10 3/4" Al6 MASTER 7 - I -L 10 BI 8 LIGHTIN( 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER 11 -L I -L 10 B 12 BATH 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE 15 -L J_ 1 8 B' 16 LIGHTIN( 17 DRYER 5.00 2 30 10 - 1 10 3/4" A 18 LIGHTIN( 19 1 -L __L_ 10 B 20 KITCHEF 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEI 23 DISPOSAL .300 1 20 12 12 12 11T B 24 KITCHE) 25 DISHWASHER 1.20 1 1 20 12 12 12 1 2" A 26 BATHRO 27 MICROWAVE/HOOD 1.50 1 20 12 1 12 1 12 1/2" B 28 29 REFRIGERATOR 1.50 1 1 20 12 1 12 1 12 11/2" A 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT POWER CO. TRANSFORMER 120/240V, 1 -PH lh BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1518 SQ. FEET x 3 VA = 4554 VA SMALL APPLIANCE : 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33554 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 23554 VA @ 40% = 9422 VA HEATING DEMAND 9500 VA @ 100% _ COOLING DEMAND 4500 VA @, 100% _ LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 2J 150A0 PANEL P1 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE 9500 VA 28922 VA 121 AMPS 150 AMPS TELEPHONE/CABLE CABNET FOOTING---------------- --------- +-�-5#6CU STEEL BAR -- ------- J --------------------- -moi 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. CONSULTANTS: DATE October 13, 2011 REVIEW SET WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C CONSULTANTS: DATE October 13, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS z C E 04 U W Q W Q O _ AG 14 �— i---� —lg _ D 18 I� 40"AFF1 129 i i 18 18 MOUNT 12" BELOW COUNTER TO CENTER j2OF RECEPTACLE � I 7 AF 24 24 27 18 13:15 D D i 18 18 22 18 L-2or- - 18 2520 M ------------- I C 16 J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS 16 RISER DIAGRAM FOR REQUIREMENTS. 16 16 16 t3 >3 qp16 G C 8 EF -1 50$AFF ' I6 8 / 42"AFF 9' E 14 11 . % -�,- ! I I 14 WP I PANEL'P2' 14 A�l b 14 METER IN NICHE ®14 — ---, i it 14 i i ELECTRICAL PLAN 1/4" = l'-0" 1ST FLOOR RECEPTACLE AND PULL LITE IN ATTIC L ---r--■----- ----J I I ELECTRICAL PLAN 1/4" = l'-0" 2ND FLOOR 1 ELECTRICAL PLAN E-3 1/4" = 1'4' OPTIONAL LAYOUT PANEL: P2 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKTCKT. N0. EQUIPMENT SERVED KVA BKR. POLE TR 0 BRANCH CKT N GND C O CKT N0. EQUIPMENT SERVED KVA CKT. BKR. 1POLEITRI 0 BRANCH CKT 1 N I GND C 1 AC -3 9.50 1 2 60 6 - 10 3/4" Al2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 _L_ _J_L 6 BI 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4" Al6 MASTER BEDROOM 1.73 1 20 12 12 12 1 2" 7 _L I _L 10 BI 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 130 10 - 10 3/4" A 10 1 MASTER BATH .580 1 20 12 12 12 1 2" 11 _L I 1 _ 10 BI 12 IBATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" Al14 1 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1/2" 15 _ 1 _ -1- _L 8 BI 16 1 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 1 - 1 10 3/4" Al18 LIGHTING RECEPTACLES 1.19 1 120, 12 12 12 1/2" 19 1 _J_ _J_ 10 ' B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1/2" 1 A 26 1 BATHROOM RECEPTACLES .720 1 20 12 12 12 1/2" 27 MICROWAVE HOOD 1.50 1 20 12 12 12 1/2" 1 B 1 28 29 REFRIGERATOR 1.50 1 1201 12 12 12 11/2" 1 A 1 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH I h SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1593 SQ. FEET x 3 VA = 4779 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33779 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 23779 VA 40% = 9512 VA HEATING DEMAND : 9500 VA @ 100% = COOLING DEMAND 4500 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 PANEL P2 O 150 AMP MLO M 120/240 VOLT 10-3W 150A0 AIC: 22,000 BUILDING 2 STEEL BUILDING STRUCTURE CONC. FOOTING 2 _-- #6CU TELEPHONE/CABLE CABNET FOOTING STEEL BAR --------- --------------------- 9 2 10'x5/ 8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. 29012 VA 121 AMPS 150 AMPS DDC �� 0 ��� DATE WIRE SCHEDULE. ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 29012 VA 121 AMPS 150 AMPS DDC �� 0 ��� DATE October 13, 2011 REVIEW SET ❑ PERMIT SET BID SET ❑ CONSTRUCTION SET 1 AS BUILT REVISIONS J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC m PANELP3A RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION MOUNTING: CKT EQUIPMENT SERVED KVA NO. CKT. BKR. POLE I TR 1 0 BRANCH CKT 1 N IGNDI C 0 1 CKT NO. EQUIPM] 1 AC -3 9.50 2 60 6 - 10 3/4" A 2 BEDROOM 3 -J– I -J 6 Q�\O �O ,fir BI 4 BEDROOM 5 CU -3 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDF 7 1 - –L 10 BI 8 LIGHTING RE( 9 WATER HEATER 4.50 2 130 10 1 10 3/4" Al10 MASTER BATH 11 –L I –L 10 131 12 BATH 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE & EX' 15 1 1 1 8 B 16 LIGHTING/RE( 17 DRYER 5.00 2 30 10 10 3/4" A 18 LIGHTING/RE( 19 1 1 1J_ 10 1 B 20 KITCHEN REC: 21 WASHER 1.50 1 20 12 12 1 12 1/2" A 22 KITCHEN REC: 23 DISPOSAL .300 1 20 12 1/2" B 24 KITCHEN REC: 25 DISHWASHER 1.20 1 20 12 12 1 2" A 26 BATHROOM R] 27 MICROWAVE HOOD 1.50 1 20 12 d1212 12 1 2" B 28 29 REFRIGERATOR 1.50 1 20 12 12 1/2" Al30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT POWER CO. TRANSFORMER 120/24OV, 1 -PH Ih SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 24022 VA @, 40% = 9609 VA HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P3A 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING BUILDING t STEEL CONC. FOOTING STRUCTURE C 2 FOOTING -----____-- -- STEEL BAR __J ------- 10'X5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. 29109 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE October 13, 2011 REVIEW SET WIRE SCHEDULE 101 COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 29109 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE October 13, 2011 REVIEW SET PERMIT SET BID SET �r�11 CONSTRUCTION SET ❑ AS BUILT ❑ REVISIONS mommommmmmom �r�11 SHEET NO.: W E=4 DRAWN: JMF CHECKED: DAD r APPROVED: DAD DaSilva • E sF� Q�\O �O ,fir '*. No. 10 Cop ri ht �'� 1�'`i7 i gc�rili\ Tnc. ELECTRICAL PLAN 1/4" = l'-0" FIRST FLOOR :7 ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PANEL: P5 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT EQUIPMENT SERVED KVA N0. CKT. BKR. POLE TR 0 BRANCH CKT N GND C 0 CKT N0. EQUIPMENT SERVED KVA [CKT. BKR. POLE I TR 0 BRANCH CKT 1 N GND C 1 AC -3 9.50 2 60 6 - 10 3 4' A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 1 1 _L 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2"2" 5 CU -3 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1 7 _L _J_ _L 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 130 10 1 - 10 3/4" 1 A 10 1 MASTER BATH .580 1 120 12 1 12 12 1/2" 11 _L _J_ 1 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 11T 15 1 1 _J_ 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 1 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING/ RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 _L _J_ I_1 10 1 JBI20 KITCHEN RECEPTACLES .540 1 1201 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1 2" A 26 BATHROOM RECEPTACLES .900 1 20 12 12 12 1 2" 27 MICROWAVE HOOD 1.50 1 20 12 12 12 1/2" B 28 29 REFRIGERATOR 1.50 1 1 1201 12 1 12 1 12 11 /L LA 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1743 SQ. FEET x 3 VA = 5229 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: THE FIRST REMAINING 10000 VA @ 100% = 24229 VA (@, 40% = 34229 VA 10000 VA 9692 VA HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 PANEL P5 150 AMP MLO O 120/240 VOLT 10-3W 150A0 AIC: 22,000 BUILDING 2 STEEL BUILDING STRUCTURE 19 CONC. FOOTING 2 — #6CU TELEPHONE/ CABLE CARNET FOOTING ------------ -- ----- -- STEEL BAR -- -------- 4 --------------------- 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. 29192 VA 122 AMPS 150 AMPS DDC DATE October 13, 2011 REVIEW SET WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1 2"C 29192 VA 122 AMPS 150 AMPS DDC DATE October 13, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT F] REVISIONS ■■■■■■■■■■■■ SHEET NO.: E=6 DRAWN: CHECKED: APPROVED: Y�� . D,aSilva �gONY ��a9�� • No 9 '�• STF Copyrig'h�f 6hY,�DDL� z ' l��rin ,Inc. ELECTRICAL PLAN 1/4" = F-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = l'-0" SECOND FLOOR J -BOX FOR COLLECTION OF TELEPHONE„ DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ZECEPTACLE AND 'ULL LITE IN ATTIC 9 PANEL. P6 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT EQUIPMENT SERVED LKVA N0. CKT. BKR. POLE TR 0 BRANCH CKT N GND C 0 CKT NO. EQUIPMENT SERVED KVA CKT. BE. 1POLEITRI 0 BRANCH CKT 1 N I GND C 1 AC -3 9.50 2 160 6 - 1 10 3/4" A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 1 1 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3 4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 1 1 —L 10 B 8 LIGHTING/RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" Al10 MASTER BATH .580 1 20 12 12 1 12 1/2" 11 _L —L -j— 10 B 12 IBATH .780 1 201 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 i 2' 15 1 _ 1 _L 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 - 10 3 4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1 2" 19 _J_ —L 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 120 12 1 12 1 12 1 2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1/2" 1 A 26 BATHROOM RECEPTACLES .720 1 20 12 12 12 1 2" 27 MICROWAVE HOOD 1.50 1 20 12 12 12 1/2" 1 B 28 29 REFRIGERATOR 1.50 1 20 12 12 12 1 2" Al_ 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-SO01 SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1886 SQ. FEET x 3 VA = 5658 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34658 VA POWER CO. TRANSFORMER 120/24OV, 1 -PH ]h THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 24658 VA @, 40% = 9864 VA HEATING DEMAND 15000 VA @ 100% = COOLING DEMAND 7000 VA @, 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 15000 VA NET COMPUTED LOAD 34864 VA 120/240 VOLT SERVICE/FEEDER LOAD 146 AMPS MAIN BREAKER : 150 AMPS -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 150AD PANEL P6 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING BUILDING 2 STEEL STRUCTURE C CONC. FOOTING .- 2 FOOTING ----------- -------------- -- STEEL BAR __ ------- -------------------- 10'x5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. DATE October 13, 2011 REVIEW SET WIRE SCHEDULE #U COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DATE October 13, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS z 0 w Q mommommmmomm APPROVED: \�4v1i�iIAJ L1'�yi�va ` �QS`GEN4 . 54739 , TE'�F yright 0 2011p bTCj 5natndrAR, Inc. INSULATE SUCTION LINE ANGLE BRACKET TEK-SCREWS ° a CONDENSER PAD a CAUTION: USE CARE. DO NOT PUNCTURE THE CONDENSER COIL. INSULATE BACK OF ALL AIS DISTRIBUTION DEVICE CEILING SUPPORT FROM STRUCTURE TYPICAL DUCT / IVJL JL CONDENSER UNIT DETAIL JV1:4 DIFFUSER DETAIL N.T.S. M-DOl l N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 FFUSER AIR FLOW LEGE SYMBOL DESCR �"+.,,, ,,,...•y+"'"'" AIR CONDITIONING CU CONDENSING UNIT SUPPORT FROM CUBIC FEET PER M. EF EXHAUST FAN DB/WB DRY BULB/WET BU MBH THOUSAND BRITISI SENS. SENSIBLE CONDENSING UNIT KILOWATT STRUCTURE MINIMUM CIRCUIT. ® SUPPLY DIFFUSER ® RETURN DIFFUSER ® OR EXHAUST GRILLE C COMP NO FAN ON CONCRETE PAD VOLT/ MCA FAN KW STAGE VOLT/ MCA OUTDOOR CFM CFM 101-200 TEMP DB WB MBH TRANSITION COMP INSULATED FAN FLA(EA) HP PHASE 1 SEAL WATER -TIGHT HEAT BOX PHASE FLEX DUCT 4" FIBER MESH CONCRETE AT 6" ABOVE TO EVAPORATOR COIL AC-1/CU-1 600 0 1 .5 1 95 80 67 13.2 18.2 1 3000 PSI ANCHOR GRADE 0.6 1 / 15 240 1 10 1 / 8 5 1 _ 36 BOTH SIDES CARRIER MAXIMUM 2 PIPES 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 PER CONDUIT, TYP, 18 1/2 5 1 240/1 PROVIDE SADDLE LIQUID AND SUCTION LINES SCHEDULE 40 PVC CHASE AC-3/CU-3 DUCT SUPPORT SUPPORT UP FROM BELOW GRADE 21.3 29.4 1 13.5 1 0.9 ANGLE BRACKET TEK-SCREWS ° a CONDENSER PAD a CAUTION: USE CARE. DO NOT PUNCTURE THE CONDENSER COIL. INSULATE BACK OF ALL AIS DISTRIBUTION DEVICE CEILING SUPPORT FROM STRUCTURE TYPICAL DUCT / IVJL JL CONDENSER UNIT DETAIL JV1:4 DIFFUSER DETAIL N.T.S. M-DOl l N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 FFUSER AIR FLOW LEGE SYMBOL DESCR AC AIR CONDITIONING CU CONDENSING UNIT CFM CUBIC FEET PER M. EF EXHAUST FAN DB/WB DRY BULB/WET BU MBH THOUSAND BRITISI SENS. SENSIBLE KW KILOWATT MCA MINIMUM CIRCUIT. ® SUPPLY DIFFUSER ® RETURN DIFFUSER ® OR EXHAUST GRILLE C SPLIT SYSTEM SCHEDULE SUPPLY AIR SUPPLY DUCT FLEX CONNECTION AC CLOSET WALL i� REFRIGERANT LINES P -TRAP 1" CD TO EXTERIOR .L----- a ---AIR HANDLER ON EQUIPMENT SUPPORT INSULATED RETURN AIR PLENUM. MINIMUM 24" ABOVE FLOOR. 4" PVC CHASE TO EXTERIOR SIDE WALL GRILLE WITH FILTER FLOOR PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) -� DISCONNECT SWITCH CEILING tFAN GRILLE NEOPRENE FLEXIBLE CONNECTION (TYP.) EA DUCT M 3 TYPICAL AC INSTALLATION CEILING FAN DETAIL N.T.S. M-DO12 N.T.S. MARK NOMINAL O.A. ESP MOTOR COOLING CAPACITY MAX SONES VOLT / PHASE ELECTRICAL MANUFACTURE / MODEL DATA OUTDOOR UNIT 3. ELECTRICAL DATA (INDOOR UNIT) 4. NOMINAL TONS MANUFACTURER INDOOR/ AMB. ENT ENT SENS TOT NO COMP NO FAN FAN VOLT/ MCA FAN KW STAGE VOLT/ MCA OUTDOOR CFM CFM 101-200 TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) HP PHASE 201-300 HP HEAT 10 PHASE 25 AC/CU 12 AC-1/CU-1 600 0 1 .5 1 95 80 67 13.2 18.2 1 7.2 1 0.6 1 / 15 240 1 10 1 / 8 5 1 240 / 1 36 1.5 CARRIER AC-2/CU-2 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 3.5/2.5 CARRIER AC-3/CU-3 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 3.5/2.5 CARRIER NOTES: 1. MOUNT UNIT IN VERTICAL POSITION. 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. SWD SIDEWALL METALAIRE 101-250 2. INSTALL AND ANCHOR CONDENSER UNIT TO 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10. PROVIDE PROGRAMMABLE THERMOSTAT. 251-400 18x6 DIFFUSER STRUCTURE. WITH DISCONNECT. SWR SIDEWALL METALAIRE 0-1600 25 30x24 2, 3, 4 RETURN 3. MIN. SEER OF 14.0 7. PROVIDE 1" PLEATED FILTERS. REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC, 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4, PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 4. PROVIDE AUXILLARY OVERFLOW SWITCH. 8. PROVIDE 5 YEAR WARRANTY. I n/F-,qnn4 EXHAUST FAN SCHEDULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS RPM HP EF -1 CEILING 50 -10.25 46 1680 - DIRECT RESTROOM 1 10 1 115/1 1 SWITCH NOTES: 1, PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2. PROVIDE BAKCDRAFT DAMPER. 4, PROVIDE VIBRATION ISOLATORS. NUTONE I 1,2,3,4 T'1 T T''% t T TNT T r'`1 PIM M-SO02 MECHANICAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR OTHER EQUIPMENT. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND ❑ COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR MANUFACTURERS COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL DUCT WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, MODEL NO. RTU GAS EXHAUST OR PLUMBING VENT. 5. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL DIAM. MOVING MACHINERY. 6. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED 25 INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR 101-200 PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS 12xl0 SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT ® OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT METALAIRE PENETRATIONS REQUIRED. 10. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN. LV SERIES EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH 201-300 WALL MOUNTED WORK. AIR DISTRIBUTION DEVICE SCHEDULE PERMIT SET BID SET CONSTRUCTION SET FLEX AS BUILT ❑ REVISIONS MANUFACTURERS CFM MAX. NECK DUCT REMARKS TAG TYPE MODEL NO. RANGE N.C. SIZE DIAM. (IN.) 0-100 25 12x6 6 101-200 25 12xl0 8 ® SUPPLY METALAIRE DIFFUSERS LV SERIES 1,2,3 201-300 25 12x12 10 301-400 25 18x12 12 0-150 25 1 12x6 - 151-250 25 12x10 CEILING METALAIRE GRILLE LVD SERIES 1 , 2 , 3 251-450 25 12X12 - OR 451-800 25 20x20 ® 25 24X24 = 801-1900 SWD SIDEWALL METALAIRE 101-250 25 12x6 1, 2, 3 251-400 18x6 DIFFUSER LVD SERIES SWR SIDEWALL METALAIRE 0-1600 25 30x24 2, 3, 4 RETURN RHF SERIES REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC, 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4, PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 1. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). THREADED CAP, FLOAT SWITCH IN HAND TIGHTENED SECONDARY DRAIN LINE TO DISABLE AHU SHOULD THREADED CAP WITH Y"O SECONDARY DRAIN LINE HOLE DRILLED IN TOP, ACCUMULATE WATER. HAND TIGHTENED. AIR t7 HANDLER SLOPE TO UNIT DRAIN DRAIN PAN KID CASING SLEEVE UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 12 TIMES FAN SUCTION S.P. B = %" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH 3/4" ARMAFLEX CONDENSATE DRAIN M5 P -TRAP D ETAI L N.T.S. M-DO02 M-ECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA MECHANICAL CODE, 2007 FLORIDA PLUMBING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DUCTWORK THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475 -FR, 1 1/2" THICK FIBERGLASS DUCT (MIN R -VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/ MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC -30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF %4" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U -BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY RUSKIN MODEL ELF6375D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. DDC DATE October 13, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ REVISIONS 4'10 EA UP EF -1 MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR 'ING MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR ,R Ip 2" VENT UP 3" S' U: PLUMBING PLAN 1/8" = r-0" FIRST FLOOR 2" VENT UP--\ r m PLUMBING PLAN 1/8" = F-0" SECOND FLOOR S1 SEWER RISER # 1 1%" 2" VENT FROM BELOW 3"SS DN 3" VTR 3" VTR l S2 SEWER RISER #2 N.T.S. 3" PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2, ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT, VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5, ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DATE October 13 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT El REVISIONS mommommommmm /-1T T /1 MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR 4"0 D VENT /ENT ROOF I I I I I I I I 1 I I I i I i I I I L----------------- --- M-3 MECHANICAL PLAN 1/4" = P-0" SECOND FLOOR 1 MECHANICAL PLAN M-3 1/4" = P-0" OP"T"IONAL LAYOUT TYP. PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR a 3" SS UP PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 1/2" O 2" VENT UP�1y2„ 3" 411 3"SS UP 3" 3"SS UP I 3" W% S1 SEWER RISER #1 3"SS DN S2 SEWER RISER #2 - N.T.S. PLAN NOTES: M# 1, MOUNT UNIT ON RETURN AIR PLENUM PLATFORM, SEE DETAIL. 2, ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M 1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAVI RELIEF. 7, MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3"' AJ AJ L1Y S3 SEWER RISER #3 - N.T.S. DATE October 13. 2011 REVISIONS U w Q 1" CD UP REF PIPING UP EF - MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR ,0 ECO PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 2" VENT �'�----� UP� rte' I 1 z y2, 4� S1 SEWER RISER # 1 - N.T.S. 3" SS UP 3" SS UP 2" VTR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 16 3"SS UP 3 c UP 2" VTR i�� I I I I I LAV 2.. 3"SS DN -\ 2 2" S2 SEWER RISER #2 - N.T.S. 3 2" VTR I I I I h I I I I I I I 2" VENT FROM BELOW 311 - 3"SS DN S3 SEWER RISER #3 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE V CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 1%" V 3"SS DN 3" VTR JI I I S4 SEWER RISER #4 - N.T.S. DATE October 13, 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS O_ E 0.1U U) (4 C) Immmommmommm MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = F-0" SECOND FLOOR R 1'0 ROOF -3 2" VENT S1 SEWER RISER # 1 N.T.S. 3" SS UP 3" SS UP >---' Iy2 PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR r-� rr r I . r 2" LL V u 3"SS DN 2111 UP 3" ,( UP S2 SEWER RISER #2 N.T.S. PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR II J I I I I I , I I I li„ I I I I 2" VENT j FROM j BELOW 3" 3"SS DN S3 SEWER RISER #3 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA, 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB, 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 2" VTR JI I I I I 2" rrl r I r I J r. I Sa- S4 SEWER RISER #4 N.T.S. DATE October 13 2011 REVIEW SET ❑ PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT ❑ REVISIONS EF -1 MECHANICAL PLAN MECHANICAL PLAN 1/4" = l'-0" FIRST FLOOR 1/4" = 1'-0" SECOND FLOOR 3" Sc U 2" VENT UP PLUMBING PLAN 1/8" = F-0" FIRST FLOOR 3" SS DN 2" VENT DN PLUMBING PLAN 1/8" = F-0" SECOND FLOOR SEE S2 SEE S3 S4 3"SS UP r 3" VENT UP r' I V 1Y° I S1 SEWER RISER # I- - N,T.S. 2" n 2" VENT TO 3" VTR— r� r' r' S2 SEWER RISER #2 - N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" OR 6" PVC CHASE AS NEEDED. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF, 2" VENT r' r 3" VTR --\ S3 SEWER RISER #3 N.T.S. 3" DATE October 13, 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ REVISIONS PLUMBING LEGEND ATTACH TO STRUCTURE- CONTINUOUS/– THREADED ROD U -BOLT DESCRIPTION COVER FIN. FLOOR MAY EXTEND FOR WALL CONST. SEE ARCH. DWGS. CLEANOUT I PLUG EXPANSION VOLTAGE ° ° a ° Q ----------- PIPE INSULATION Q 4 ° AS WASTE BALL VALVE TANK WALL CLEANOUT FCO ECO PIPE ° ° a ° OR VENT COUNTERSUNK PIPE ° 4 KOHLER OR SCREW WC WATER CLOSET FLOOR MOUNTED, 1" - 4" CLEANOUT TO TANK TYPE ADJUSTING COLLAR TEE I POLISHED S.S. LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2" 1/2" CLEANOUT PLUG AND OR I ACCESS COVER 3/4" T&P FAUCET BODY. SEE SPECS. , SELECT RELIEF VALVE EWH PIPE SADDLE RISER ' e •� SH SHOWER SEE BELOW FOR VALVE (18 GA., 18" LONG) 1/2" �8 BEND FULL EQUAL TO 1" PIPE SADDLE WASHER (TYP.) SIZE, 4" MAX. "---____� (� TO DRAIN PAN (TYP') UNISTRUT OR 1/2 2 OR `----- WASTE LINE w/ ALL INSULATION PASSES ANGLE IRON PLUG IF END EQUAL LENGTH TO SUIT ANTI -SYPHON REFRIGERATOR THRU HANGER UNBROKEN LOCKNUT (TYP.) - OF LINE GRAY OWNER TO VACUUM BREAK?UDIELECTRIC 1" TO MOP SINK UP TO 3" MULTIPLE FLOWOF --------- 0 OR EQUAL ----'-1 / 8 BEND AT END LINE CLEANOUT BALL VALVESIZES (Typ) SINGLE OWNER W WASHING MACHINE OWNER FURNISHED 1/2" 1/2" 2" - TO DRAIN VALVE SELECT OWNER DRAIN PAN OWNER FURNISHED 1/2" 1/2" 1 1/4" - WASTE LINE UNION (TYP) INSULATED* SELECT NOTE, CP -1 NOT REQUIRED PIPE HANGER DETAIL 2 FLOOR CLEANOUT DETAIL P3 WALL CLEANOUT DETAIL WATER HEATER DETAIL N.T.S. P-DO05 1/2" N.T.S. P-DO06 1 1/2" N.T.S. N.T.S. P -D### PLUMBING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING VOLTAGE COLD WATER PIPING ----------- MANUFACTURE / MODEL HOT WATER PIPING (110 DEGREE) 4.5 1 4.5 208/1 BALL VALVE WCO WALL CLEANOUT FCO ECO FLOOR CLEANOUT EXTERIOR CLEANOUT VTR VENT THRU ROOF ELECTRIC WATER HEATER �W PER LEMENT NUMBER ELEMENTS MANUFACTURE / TOTAL KW VOLTAGE EQUIPMENT RECOVERY (GPM) @ 100°F MANUFACTURE / MODEL NOTE 4.5 1 4.5 208/1 12 A.O. SMITH DEL -40 SEE BELOW ACCESSORIES PLUMBING FIXTURE SCHEDULE October 13 2011 DESCRIPTION / PIPE SIZE MANUFACTURE / PERMIT SET MARK EQUIPMENT F] CONSTRUCTION SET NOTES AS BUILT ACCESSORIES CW HW WASTE MODEL PLASTIC ELONGATED SEAT, KOHLER OR OWNER WC WATER CLOSET FLOOR MOUNTED, 1" - 4" EQUAL TO TANK TYPE SELECT LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2" 1/2" 11/4" OR OWNER TO FAUCET EQUAL SELECT KOHLER OR OWNER SH SHOWER SEE BELOW FOR VALVE 1/2" 1/2" 2" EQUAL TO SELECT BT BATH TUB VITREOUS CHINAKOHLER 1/2 1/2 2 OR OWNER TO SEE BELOW FOR VALVE EQUAL SELECT REF REFRIGERATOR PLASTIC BOX OUTLET WITHGUY 1/2" - 2" GRAY OWNER TO PLASTIC VALVE OR EQUAL SELECT OWNER W WASHING MACHINE OWNER FURNISHED 1/2" 1/2" 2" - TO SELECT OWNER DW DISH WASHER OWNER FURNISHED 1/2" 1/2" 1 1/4" - TO SELECT SINK STAINLESS STEEL ELKAY OR OWNER SK (DOUBLE) (18 GA.) W/ 1/2" 1/2" 1 1/2" EQUAL TO GOOSENECK FAUCET SELECT NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS. 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM NEAREST SINK. OWNER TO MAKE FINAL SELECTION OF FIXTURES. PLUMBING SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS, LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS, THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DRAIN, WASTE AND VENT PIPING SANITARY PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM D1784. WATER SYSTEM (DOMESTIC PIPING) ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATED CONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATED CONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88 A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER (9%) PER ASTM B32 B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG. C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT THE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALL WINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BY REAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. OPERATION AND MAINTENANCE INSTRUCTION COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECE OF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATING INSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OF CHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELY STARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THE MANUALS, GUARANTEE AND WARRANTIES A. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasic-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE October 13 2011 REVIEW SET PERMIT SET BID SET F] CONSTRUCTION SET AS BUILT REVISIONS \���1111111II�� ' AN tp 2 frArATI C En in*e C. ��11AL ENG \\-