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2059 Shalimar Lp - BC10-000660 (LOCH LAKE TOWN HOMES) (BUILDING 5) (A)DRAWNG NDEX I oDING OTS Construction Documents & Project Coordination ITM DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288=6274 EMAIL: tfrost@t-f-design.com R' E V � !S`d 0 N'S" REV # DATE DESCRIPTION 00 01/1 1/12 ISSUED FOR PERMIT TP'FH05E TPTH01 TPTH03 - TPTH02- IP I1 -10`)L 28 ELEV. 'A' > I ELEV. 'F�' (( EV.) >F�ELEV. 'A' �5 ELEV. 'A' �q. EI EV. 'B' (REV.) Conceptual Design Structural Engineer of Record Cuadra Design Studios Inc. MONTA CONSULTING & DESIGN 2171 Avenue road, Suite 302 of WMR AND ASSOCIATES, INC. North York, Ontario M5M 4134 Cert. of Authorization No, 9177 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 info@quadradesignstudios.com Altamonte Springs, FL 32714 TEL: (407) 681-1917 . _ -- _9-9 kl- 11' Now 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 07 c!) N 0) Z3 J ' C: 1I_. � LO N n p tZS N t- d - E N O co d cn 0 :E .0 1-0 +� C d' n O CO _0) �ON-0 co c0 Q O ,-- } T O T— o W- N Z I--- .� `3'I--IEET N0. DESRIIF'TI0I\1 a•.� 4 ,• C -'I COVER, INDEX, REVISIONS, X0`11 BCI NOT USED �' BC2 BUILDING COMPOSITE FIRST FLOOR PLAN U BC3 BUILDING COMPOSITE SECOND FLOOR PLAN s BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS rn Z� ��P4®� BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC6 BUILDING COMPOSITE ROOF PLAN 0r4 14�H I .I A UNIT TPTH05EA FLOOR PLANS AND DETAILS z U ��o 0 I.2A UNIT TPTH05EA ELEVATIONS AND DETAILS - 1.3A UNIT TPTH05EA BUILDING SECTION AND STAIR DETAILS, SEWER RISER 1.4E UNIT TPTH05EA ELECTRICAL PLANS Z 2.1 B UNIT TPTH01 B FLOOR PLANS AND DETAILS 2.2B UNIT TPTH01 B ELEVATIONS AND DETAILS K 2.3B UNIT TPTHO1 B BUILDING SECTION AND STAIR DETAILS, SEWER RISER 2.4E UNIT TPTH01 B ELECTRICAL PLANS 3.1 A UNIT TPTH03A FLOOR PLANS AND DETAILS 3.2A UNIT TPTH03A ELEVATIONS AND DETAILS .3.3A UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS, SEWER RISER 3.4E UNIT TPTHO3A ELECTRICAL PLANS 4.1 A UNIT TPTH02A FLOOR PLANS AND DETAILS 4.2A UNIT TPTH02A ELEVATIONS AND DETAILS 4.3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS, SEWER RISER 4.4E UNIT TPTH02A ELECTRICAL PLANS 5.1 A UNIT TPTH05EB FLOOR PLANS AND DETAILS 5.2A UNIT TPTH05FB ELEVATIONS AND DETAILS 5.3A UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS, SEWER RISER 5.4E UNIT TPTH05EB ELECTRICAL PLANS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SDI FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS SD6 FIRE SEPARATION WALLS AND DETAILS SD7 ARCHITECTURAL_ WALL SECTIONS AND DETAILS SD8 FIRE SEPARATION WALLS AND DETAILS I oDING OTS Construction Documents & Project Coordination ITM DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288=6274 EMAIL: tfrost@t-f-design.com R' E V � !S`d 0 N'S" REV # DATE DESCRIPTION 00 01/1 1/12 ISSUED FOR PERMIT TP'FH05E TPTH01 TPTH03 - TPTH02- IP I1 -10`)L 28 ELEV. 'A' > I ELEV. 'F�' (( EV.) >F�ELEV. 'A' �5 ELEV. 'A' �q. EI EV. 'B' (REV.) Conceptual Design Structural Engineer of Record Cuadra Design Studios Inc. MONTA CONSULTING & DESIGN 2171 Avenue road, Suite 302 of WMR AND ASSOCIATES, INC. North York, Ontario M5M 4134 Cert. of Authorization No, 9177 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 info@quadradesignstudios.com Altamonte Springs, FL 32714 TEL: (407) 681-1917 . _ -- _9-9 kl- 11' Now 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 07 c!) N 0) Z3 J ' C: 1I_. � LO N n p tZS N t- d - E N O co d cn 0 :E .0 1-0 +� C d' n O CO _0) �ON-0 co c0 Q O ,-- } T O T— o W- N Z I--- .� MA'1�AMy 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 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 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PER"AIT. A PERMIT ISSUED SHALL E3E CONSTRUED TO SE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AU-FHQRITY TO VIOLATE. CANCEU , AL_TE:R, Oft SE -r ASIDE' ANY OF THE YROVIrjIONS OF THE. TECHNICAL COl)F$, NOR SHALL ISSUANCE. OF A Pr DEPT Pi'rVEtJI' THE BUILDING DCPT FPC)M THI RE:AFTF.R W-.QUIRJONA COU REC-I TION OF ERFRUP ; ()t,! THE F PLANS OR OTHER VIOL'\TIONS OF THE CODES. a•.� 4 ,• n cv X0`11 ��� •aea•vva��.�j��I� � � �' Val y •� •(n �� U zLLI s U11 rn Z� ��P4®� 0r4 14�H Q w z U ��o 0 I -l- - MA'1�AMy 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PER"AIT. A PERMIT ISSUED SHALL E3E CONSTRUED TO SE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AU-FHQRITY TO VIOLATE. CANCEU , AL_TE:R, Oft SE -r ASIDE' ANY OF THE YROVIrjIONS OF THE. TECHNICAL COl)F$, NOR SHALL ISSUANCE. OF A Pr DEPT Pi'rVEtJI' THE BUILDING DCPT FPC)M THI RE:AFTF.R W-.QUIRJONA COU REC-I TION OF ERFRUP ; ()t,! THE F PLANS OR OTHER VIOL'\TIONS OF THE CODES. LO :Z� 0 o Z 0 V � 00 M= f" 0LJa. 0 Lr) = f Ld o Ld :O® n. DESIGN DRAWN QUADR TJF/AT CHECKED WMR DWG.No. /02 —L w JOB No. T 905/117 ✓ / A2 % SCALE l� AS NOTE DATE 07/14/11 C-1 SHT 1 OF 20 J w Z 0 YZ U Mu co 0 U11 rn Z� ��P4®� 0r4 14�H w z U ��o 0 I -l- - 0 Z J: J V) LO :Z� 0 o Z 0 V � 00 M= f" 0LJa. 0 Lr) = f Ld o Ld :O® n. DESIGN DRAWN QUADR TJF/AT CHECKED WMR DWG.No. /02 —L w JOB No. T 905/117 ✓ / A2 % SCALE l� AS NOTE DATE 07/14/11 C-1 SHT 1 OF 20 PER CITY OF ORLANDO LAND DEVELOPMENT 102'— 0" TP__HT2 ELEV. 'A' �7 E�E�. 'B' REQ/. �(� EI_E�. 'A' �5 ELEV. 'A' FOR FLOOR PLAN NOTE DUENSION`_ AND DETAIL SEE INDIVIDUAL Uf�ll-F PIAN SHEETS -UNTT BIJILDING 3/ / 16 9) -- V-0" FTR(�!)T FLOOR PLAN PLAN �4TPTH05E 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 [<2222Z22) 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 hi z OL c/) u E- —4C;dFz P4 E-4 00 kJ a�~za �Z) p ®E" Z UteLLJ ® o x I-- E-+ �, E=, E-4 W S (f) Ln �LL- CHECKED DWG. No. JOB No. SCALE AS NOTED DATE SHT OF Ln c� Z_ D00 D m S o0 W D Lo o �z LLi 7 U u Q -7 I= F--- S (-)h- V) O w DESIGN DRAWN CHECKED DWG. No. JOB No. SCALE AS NOTED DATE SHT OF 20'-112" 20'-0" 20'-0" 20'-0" 20'-112„ -�PTH05E EEEV. 'A' 27 TPTHDI -� ELf=V. '0' (REV.) Ce)) ELEV�.-5. A -_ EI EV, A FOR FLOOR PEAK NOTE, DIMEN`-)10N`J AND DETAILS >EE IND VIDUAL (AT PLAN �I-IEET(--)' 0 PENETRATIONS' THROUGH U �73 >HAFTLINER PARTY WALL MU IST COMPLY WITH DETAIL 1 /SD5 A2 FOR FIRE r'EPARATION NOTES OF RC -)OE A EMBLIE` SEE SHEET BC -6 UNIT BUILDI . N G' E -'0i\\\-l-D FLOOR PLAN C/ T' T' E.—LE V, 'B' (REV,) FWALL S (VVUICSOLS L FGEND 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 �Z 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 LJJ (D r r:C V) ly F Li d c� n • ®` SC3L r' - ; va • to cam,J i • c-� � 1.y e Z 0 +�" S�• Z zlil1il1.918i11 0 wz Z- A�zwq cl) ' Z ito 0 ( � � CO r �-4P4kz� ISI p � Cry w co �E- Z cnw C) �� Z 0 q . 0w P-4 F -z F- 0 E" H ��cv-� `��) 0 cit �J V) pLd 11 LC7 0 00 _j N o �0 D� Lu z. Ld t— U lAA O 0 0 DESIGN DRAWN CHECKED DWG.No. JOB No, SCALE AS NOTED DATE BC -3 SHT OF 6:12 I., .. 'I r •.I I.':.. ':....:..•' I f.•.• t . .:,. I I' '.. • ':J I .. I I. "..,...• •••.' I I . > - 11 . •. :I 0 0 W w x x O J O � (O � CD x x W cn rW W :U o x x w r> (- >4-"T"0�B�—( ELEV: REQ.) 6:12 Mm ■M I � TP TH 0 2 C 72"x96" PATIO DOOR X61 TPTHO:� (-� 7TF'T'' TH -' ELE�, 'E�' (REV:) FOR ELEVATION NOTE S, DIMENSIONS AND DETAIE�> SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 6:12 5� -i 6:12 1 11-1111111111101 2a >-P TH05E ELEV. 'A' E1 ) (E2 E3)(E4 1111111111 � �TP�THO"I TPTH03 —EL EV. "B (REV.) FRONT ELEVATI('_-)N i E5 4:12 6:12 CTPTH05E ELEV. A 6:12 �2 72"x96" PATIO DOOR E6 TPT-102 '5 ELEV. 'A' FOR ELEVATION NOTES, DIMEN` M S AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 7D') UNIT BlIALDIN(C-i"Ir FANDl\)1,EAF-1�Z 6�,f;; :3 /16 95 - 1 5-0)) III I 111111 1 C72j TP-�l--IO�E ELEV/ '� (REV.) TOP OF PLATE TOP OF WINDOW O FIN. SECOND � _ NU FLUUR TOP 01- MASONRY TOP OF WINDOW I FIN. GROUND FLUOR FIN. GRADE I co TOP OF PLATE AT RAISED CEILING; IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD b TOP OF WINDOW FIN. `_"ECOND FLOOR TOP OF MASONRY TOP OF WINDOW j' FIN. GROUND FLOOR FIN. GRADE Ln r� 7' 0 C) I I e� `��l1`a a I I I l l I'r a✓ a doe 'r, wi �4✓ Pis .E E2 m rLLI v ' terc' �ti Q u " p D LL- L- I, � z E- E- "w � I F" �F"P u) w� �tq �UF=, Q IP, E==4 0 0 u LLJ Ld co LL- � 00 N � im : o0 Y) z0 w�0 .�. if Ld o'-U� CL DESIGN DRAWN CHECKED — DWG.No. JOB Ho. SCALE AS NOTED DA'r E BC -4 S H T OF 6:12 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR FIN, GROUND FLOOR FIN. GRADE � 6:12 2 i3: 12 G• w �. 2«-FPTH05E FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS ELEV, A "73') UNFT' BUILDING LEFT AND PHlkl--j'l'rH'T END ELEVAT'llo-N-�`-)` - I ) -o'i �WALKWAY 'A' 1 SHU f'rERS 6:12 E2 WALKWAY 'U' WINDOW AT GARAGE 6:12 E3 WALKWAY 'V' t SHUTTERS 6:12 Es WALKWAY ELEV 'A' SHUTTERS 24 TPTHO SE ELEV, 'B' (REV,) 6:12 TOP OF PLATE T/-) F) 1-11 MI KIFIr'ItAl TOP OF WINDOW 6:12 ')7"A63" _ L.� L ELECTRIC METER -- LJ . NICHE (SEE (D DETAIL) E2 WALKWAY 'U' WINDOW AT GARAGE 6:12 E3 WALKWAY 'V' t SHUTTERS 6:12 Es WALKWAY ELEV 'A' SHUTTERS 24 TPTHO SE ELEV, 'B' (REV,) 6:12 TOP OF PLATE T/-) F) 1-11 MI KIFIr'ItAl TOP OF WINDOW 6:12 F� ENTRANCE 'A' �C`� CROSS SECTION & SIDE ELEVATION Af PORCH & WALKWAY CWALKWAY ELEV 'A' WINDOW AT GARAGE E NATION SHEET P)C-4, FOR ELEVATION NOTE`), DIMEN`= ONS AND DETAIL`13 SEE INDIVIDUAL UNI TAGS REFERENCE FRONT BUILDING EI_T ELENA -TION `=�1-IEE-� '�5,i U NIT B UII,��IN ENTRY �7SIDE ALL E L��������;���1 � -3/16, )� o III ) —059 I 0 cI a FIN, GROUND FLOOR FIN. GRADE CAD (IJ L.� .1.f G;! I2IQ• ME.TE LJ . NICHE F� ENTRANCE 'A' �C`� CROSS SECTION & SIDE ELEVATION Af PORCH & WALKWAY CWALKWAY ELEV 'A' WINDOW AT GARAGE E NATION SHEET P)C-4, FOR ELEVATION NOTE`), DIMEN`= ONS AND DETAIL`13 SEE INDIVIDUAL UNI TAGS REFERENCE FRONT BUILDING EI_T ELENA -TION `=�1-IEE-� '�5,i U NIT B UII,��IN ENTRY �7SIDE ALL E L��������;���1 � -3/16, )� o III ) —059 I 0 cI a FIN, GROUND FLOOR FIN. GRADE CAD (IJ L.� (D F— rl� U (/7 of All -Ti I' J b flCL O LJ qu�yYa b�'iP" 'L�gtlrr`D ``Z z a° Q aW,q y a d < G1 I !i 1 1�- 0 o q� � C:) 1� Wz rn H z ;42 P4 z 0 .,4 V2Nr�W� �mw�Ez u a�®z� a � U)gE 14 W UP4 00 J a �I z Z � W I—' �2 U F— �� L d J (�LJlI W L V Hrr- Ei 00 m = 00 0 e W D 0 O Lf-) � U Ld F=N C) U F— Q w, DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -5 SHT OF 21'-0" 4'-0" 1 4'-0" 20'-0" 4'-0" I, 4'-0" 2O'-0" 4'-0" 1 4'-0" 20'-0" 4}'-0" I. 4'-0" 21'-0" / / / / / I r / / / / / / / / / V / / / i -------------------------- -//�-, c �Y �t �•------------------ i-7 7- / -f—r----------------- -/--� �` -,-f — 1----- ------------ _----- _ -/-------------------- i / I PROVIDE FIRE RETARDENT 1`- / / / / / / PROVIDE FIRE RE(ARDENr TREATED PLYWOOD SHEATHING I / / / / ' / TREATED PLYWOOD SHEATHING MIN. 4'-0° EACH SIDE OF ,' / / /' / MIN. 4'-0" EACH SIDE OF THE PARTY WALL CENTERLINE HE PARTY WALL CENTERLINE NO PENETRATIONS ALLOWED NO PENETRATIONS ALLOWED WITHIN THIS ZONE WITHIN THIS ZONE / aI I' PROVIDE OFF -RIDGE VENTS AS REQUIRED PER CODE TYP r // / i �;� 0 / / / / / /I I/ I(i/' CONCRETE TILE ROOF INSTALLED PER ' / Cl/ , // r MANUFACTURERS SPECIFICATIONS / / / ' / / I 12 CONCRETE TILE ROOF INSTALLED PER / / ILI r // / / ,/ , / ) MANUFACTURERS SPECIFICATIONS b /% / / // / I I I I I I I I I I �6 12 I I I I I I L---------- 1j TPTH0.5E ELEV. A 3„ 4'— 1 I I D.S. I I I I I �D6, rD.S.----------------�'-rj L-- -TJ �7 TPTH01 I I I ( I I I I I I I I I I I 102'-0" CTP TI— 0.3 j _ ELEV. A LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON LESS THAN A 6" HORIZONTAL OVERHANG; ENDS AND ROOFS ABOVE ANOTHER ROOF FBCR 2007 SECTION 8320.7 15-3 UNIT 1B*UlL1r[)HN((__,', 3/16 1 25 I-PTH02 ELEV, A ALL EAVES WITH EXCEPT FOR GABLE AS REQUIRED BY ROOF PLAN C7�_ TP-�__- ELEV. 'E�' (REV.) 6:12 1 E s"� V M cV..� L EG E N ICS �//�//� 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 rx �, 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 VENCED 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 `PACE. C� C_) r— r Lli I i mgb*d...4.avie*f%/r/�� CV b !�'a La Qui 6 w + y ,d U7 a"• � �' Z 0 uj Cc u Y cn f•Udl �i( ��`L` J O F„ d+ lul � L- l uiz = va va w �p Po � � �J �—q co z 94 z 0d' � Z E- M d' Lew z V o 0 Ld � P, L CQ E-4 0 P4 4�2 z F- 0U LSILd 0 2 L1 ^ I� Lo zitz CD z ®co o m o0 F� o� ►Do Of 0 LO �— Lij Q < DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -6 SHT OF WINDOW `=-CHEDUL_E 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) COMMODI•fY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E CLASS 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. Ld NICHE DN 178 I\ GARAGED W 2 LINE OF FLOOR ABOVE r, W ��°�`° - w O U S _L 3:W = W VV') IN i w � I ----- 0 w 0 SHUTTER U v`L) W fZzr 0 m DETAIL = W W SEE SHT 0LLJ W >_ J Z W L_W U WLLj D- Qz ` J F- w F_ z O O � Q � W � W 2 O D <L 0 G Q - � W W F- F 5 = C� O V) F- L - r fy ,- 0 Z L O 0 Z W z FOR 1 HR RATED WALLS Wl7 E 7) 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 18 W�21 1H4 SH BLOCK SINGLE HUNG 262" 508" 274" 508" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26" 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 44-4'" 8.56 NO \`5 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO -1 8" W51 24 SH BLOCK SINGLE HUNG 37" 508" 37$" 508" 13.01 NO 3'-6111 6 -3 3'- 5 �Ir W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES INTERIOR DOOR 9' CLG, TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 373" 72" 18.50 YES 5A W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO @7 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364'" 72'4 18.00 YES W91 48x.50 SH BLOCK SINGLE HUNG 48" 508" 484" 508" 16.88 NO W92 48x6.3 SH BLOCK SINGLE HUNG48" 63" 48j" 63" 21.00 YES w 48x72 SH BLOCK SINGLE HUNG 48" 72" 48 72" 24,00 YES O4040W95 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER Ld NICHE DN 178 I\ GARAGED W LINE OF FLOOR ABOVE - W ��°�`° - ---------��Id U ),I TILE T C ' ,b/� IN i w ) I ----- SHUTTER 0 C� U DETAIL = - SEE SHT 0 LJ m V) X ­ j= 1= J F- w F_ z t z cr o v cn 2 O ~ D D W J W O 0 U 0 5 W = = F- V) L w V) Z 01 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2,-8„ 8,-0„ .1 R4 b <11 OFT. HIGH RAISED CEILING 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 I -IR RATED WALLS o L C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVA•fION C, 3'-0" 8'-0" 1 R4 0 LY CD TEMP GLASS FRENCH 18 LT CE S-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS G 2'-8" 6'-8" 1 3w v) INTERIOR DOOR 8' CLG. TYP. 2� 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. _ _ I 2'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 3 2'-6" 8'-0" -1 8" INTERIOR DOOR 9' CLG. TYP. `4 2'-4" 6'-8" 1 3,-7„ 3,-5„ 3'-6111 6 -3 3'- 5 �Ir INTERIOR DOOR 8' CLG. TYP. - 40A 2'-4" 8'-0" 1 8" 7'-0" 13 -22 INTERIOR DOOR 9' CLG, TYP. 2'-0" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 5A 2'-0" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. 2'-2" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 6A 2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. ICA 11-61, 81-01, 1 8" INTERIOR DOOR 9' CLG. TYP. UD i Lo PATIO 10'-0"x 6'-0" CONCRETE 6080 PATIO DOOR W98 IGH FG. WINDOW 5'-4" rA - 1 3A OA W53 W53 GATHERING ROOM 0 I c�J LnIro W98 42" HIGH KNEEWALL W/ PTD. PINE CAPPED 13" 1-7.," 2'-6 ' " X16 HIGH FG. `� 5'-6" i 3'-4" 7'-1" 16 WINDOW F.A. n PASS THRU F. A. f- I T--�11 {- - -- --- _- -- -SIN J I I L N F) \A/ I O / �- FOYER / n I N Y J l / U �o TILE / b 3 „ __j0 « 12-1-16 r�]F`-1-Qm� Fr / I l I-- �� _r__ I >-- � f is LLJ ,, �<ITCHEN �_ <- _ I 0 W22 A FLUSH BREAKFAST 0 w v BAR ' I- 2 I I I oz m L� �ci� w SEE DRAWINGS 1-- m < �f BY CABINET MFR FOR r « PAN. KITCHEN CAB UP 178 J ELEVATIONS < �w m u) 6 u) W92 DINING ROOM.;- 7 oR TILE 2 PWD �I 32' r DOOR TILE q 78 5 I -- �� 11 313„ STORAGE ELECTRIC -)Q'-4" - - - ' <r PANEL ( SL OPER - -_I TWH LOC. SEE I I- CEILING I I cv 1'-0" SHT E5.1 PROVIDE I I _ _ _ I PANVIDE 5/8"TYPE "X" I I- UNDER BARRIER DRYWALL L I- - - - -I _jHWT WALL UNDER STAIRS - - - J ELECTRIC FIRST FLOOR AREA 4'_1" 11'-6-" J,_4" METER 1699 SF COVERED PORCH AREA Ld NICHE DN 178 I\ GARAGED LINE OF FLOOR ABOVE - W ��°�`° - ---------��Id ),I TILE T C ' ,b/� IN ) I ----- SHUTTER I C� U DETAIL = - SEE SHT 2.2A I I X ­ j= I I I I LINEIOF SYNTHETIC ST NE WAINSCOT 2'-6" 16'-4" 20'-0„ 16'0"00" O.H. DOOR -2" I T FLOOR PLAN 1/4 1 -o)5 ��H ALEWAY J ART NICHE TEMPERED GLASS ABOVE CWS TUB 1 SD W57 W57 - - - - - - - - - - - - _ Ld Ld -J BATH OASIS _1C\I ) TI LE i_I r �.o < `i w5)7W. I . C. I = �r -------- -� 3=:= U CL M "S T__ SUI -I -E F -L CARPET I I I I I Q�f, G oi- I 0�I 1 � >-- /--- o m m I oow \1/ C I I Lz V) 3 �� �\ 9' HIGH COFFER - - - - - - - - - - - -- D6) D6 V� rte) HIS z -1 0 02 4 PROVIDE II o <r zw 0 // a AN UNDER II � r z I / f) WASHER I o cr U zl 0 T I I HER w -OPT. �UPPERS_j �) I I W C r=,� , - I I I I I_ _ of - ---- - -- --- I W II D _I 8" DROPPED L_ TJ N � DRY, % 13 `II' J BULKhlEAO CI T TILE X 10 �W I/ \I m w 4'- 8 5 -2' 3'_ L2 C2 5'-5'k. - A _ \�� - - PT. 'TUB & OP•F, 52" 5" BASE CABINET U C) I (- T. TI LL <t _ I OP f_I I. _� -----I oms IIPPE ,1 - LL ei BEDROOM ----I = uj C) cn CARPET -ic: m w W __ W C� z�ElfCC w J 1.1A �1z rI z LJ -- w _ U % < W W `I Z -Z 0 AHU 11L,z a' U C\J U 0 Gi - D- WALK-IN ~ - u b s LINEN cv 104 co " it ) d) 31, -�: ' ail. i� 20'-'11„ FIRST FLOOR AREA 4'_1" 11'-6-" J,_4" TEMPERED GLASS ABOVE CWS TUB 1 SD W57 W57 - - - - - - - - - - - - _ Ld Ld -J BATH OASIS _1C\I ) TI LE i_I r �.o < `i w5)7W. I . C. I = �r -------- -� 3=:= U CL M "S T__ SUI -I -E F -L CARPET I I I I I Q�f, G oi- I 0�I 1 � >-- /--- o m m I oow \1/ C I I Lz V) 3 �� �\ 9' HIGH COFFER - - - - - - - - - - - -- D6) D6 V� rte) HIS z -1 0 02 4 PROVIDE II o <r zw 0 // a AN UNDER II � r z I / f) WASHER I o cr U zl 0 T I I HER w -OPT. �UPPERS_j �) I I W C r=,� , - I I I I I_ _ of - ---- - -- --- I W II D _I 8" DROPPED L_ TJ N � DRY, % 13 `II' J BULKhlEAO CI T TILE X 10 �W I/ \I m w 4'- 8 5 -2' 3'_ L2 C2 5'-5'k. - A _ \�� - - PT. 'TUB & OP•F, 52" 5" BASE CABINET U C) I (- T. TI LL <t _ I OP f_I I. _� -----I oms IIPPE ,1 - LL ei BEDROOM ----I = uj C) cn CARPET -ic: m w W __ W C� z�ElfCC w J 1.1A �1z rI z LJ -- w _ U % < W W `I Z -Z 0 AHU 11L,z a' U C\J U 0 Gi - D- WALK-IN ~ - u b s LINEN cv 104 co " it ) d) 31, -�: ' ail. i� 0ECOND FLOOR PLAN 1/4 OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTU. DOOR STOP PERIMETER TRIM BOARDS OVER PTU. PINE LEDGE 5/8" P TD. PINE LEDGE 'N/ 1" PROJECTION PTD. WINDOW CASING PTU. BASE BOARD Ljj CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP-\ ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO O 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 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVINGO RANGE HOOD VENT (FBC-M1503j JURISDICTION OVER CONSTRUCTION OF THESE UNITS. 'THESE 1 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE 'iO BE TAKEN AS MINIMUM EQUIPPED WiTH BACK DRAFT DAMPER, SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL 'TYPE HOUSE WRAP, 7/16" OSB EX"iERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS © 16" O.C. TU FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) Rl;i 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 i - IS LESS THAN 3'-0" it CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL CC FINISHED TEXTURE COATING PER BUILDERS 1d 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 Pfd COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) I� CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO [] TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @) 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PAR-fi rioNS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF/I2 C9 16" O.G. 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 Cry 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS a MANUFACTURER AT 24" U.C. PRE -FINISHED ALUMINUM OEXPOSED FLUOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE r! PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER 5UBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE �1,1li1➢l� APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF n O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAIJLATION ti,,* °psv.°u° '�I'j �� N PROVIDE R30 BATT/ BLOWN INSULATION AND °�°°� 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH w9;' °ter W o TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 °�=" 6 INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 : - a 831 1. J = w uj * fL' 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-8310) °®°°�'3 y`� Oa c �° ®e MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ✓ J® <�.�°°° Q OM DOWN AS REQUIREDS SHALL BE 2x12 GLUED AND /INAILED RIPPED IN EVERY MINIMUMDOW A 5 A FOR }ROUND FLOUR EMERGENCY ESCAPE r�/��Oi J �' ��a `•i`1` J_ O 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE,l11i W DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE II' 4.) THE LENGTH OF 2 RISERS -1• 1 TREAD OPENING = 24" I!'i SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 11 THAN 25" OPENING = 20" MIN. 'TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR iC)/ MIN. TREAD &NOSING = 7 2 MINIMUM WINDOW SILL HEIGHT (FBC-8613.2) MAX. RISER = 17 2'3/- 0"' , ) FOR WINDOWS MORE THAN 6'-Q" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'- MIN. HEADROOM = THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWSI, u0 Nil MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) // CQ FOR WINDER STAIRS W 6o � MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" Z H 12" FROM INSIDE EDGE ABOVE FINISHED FLOOR MIN. WINDER READ MEASURED = 6" 4•) FLASHING SEALANTS AND WEATHERSTRIPPING �� V E- Z w AT ANY POINT (FBC-8613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT Ey gp ALL EXTERIOR DOORS & WINDOW' TO EXTEND TO 'THE Q C4 SURFACE OF THE EXTERIOR WALL FINISH OR WATER OHAND RAIL - FBC 8311.5.6 & 8312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH �` �L/3 �"� E, Z' MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR F� Z MAX. STAIR HANDRAIL HEIGHT = 38° 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR ~ Z P MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. ILA MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND C/) E==4 f� FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANTPq MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2Q07 R613.8.1 z HANDRAILS TO MEET REQUIREMENTS FOR ® 0 TYPE II RAILS FBC 8311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE w O SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-8613.3.2) -�P. MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -I TO WALL OR NEWEL POST PER FBC 8311.5.6.2 CONTINUITY A WI DOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" © WFt OWALLS BACKING ONTO ATTIC, O U (FBC-NI102.ABC.1.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N11O1.A) o �J SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL FLUOR AREA FBC-N1101.1.2.2 Ld j/ 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 C� ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. ` )) WALL & CEILING BETWEEN GARAGE AND LIVING SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2° WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE - - AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE 'To HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME 'iO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT (EXCLUDES S TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTER/OR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL I o RISE 7 3/4" MINIMUM TREAD 9" DIML-NSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE W CLOTHES DRYER VENT (FBC-M1502� FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED 'TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 0 O lU'-U" FROM A/C CONDENSER. MIN. 36' FROM _ p0 ANY OPENING & EQUIPPEDWITH BACK DRAFT OR S/DINGS DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL ~ 2.5', & 90* BEND = 5' DIMENSIONS Al-eE MEASURED FROM -7, Q FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS (FBC-R10O1) V) 3: W ATTIC ACCESS HATCH 22"x30" WI FH WEATHER - SQUARE FOOTAGE CALCULA TION.> ARE O J STRIPPINGINTO ANY ATTIC EXCEEDING 30 S.F. • OF Id MEA CURED TU EXTERIOR <�URFAG'E X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTIT/OUS FINISf1, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION AS OUTLINED © INSULA TION BACKING. t IN AMERICAN NATIONAL S TANOARDS INSTITUTE INC. (ANSI 2765-200.3 J -8" -74 -ICV SIN ca DRYWALL KNEEWALL c,, KITCHEN _ FLUSH BREAKFAST BAR SECTION �- Q Ld J Ln - -F O U t - J fy 00 - OL nOL __I I - AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 698 SF 9'-12„ 6 TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF o 430 SF DN 178 I\ - BATH ��°�`° - - ),I TILE T C ' ,b/� ) I ----- C� U = - W55 _w z J _-) 1 a_ >- ,- BEDROOM 2 Cz CL CARPET � f) M, b <11 OFT. HIGH RAISED CEILING 0 w o L o) u- u - _j 0 LY CD Z Q 0 w 4" 12,- 4 3w v) _ V) ( V <� _ _ I EGRESS <r EGRESS 1-11 ROOF BELOW W57 W57 3,-7„ 3,-5„ 3'-6111 6 -3 3'- 5 �Ir - _ 7'-0" 13 -22 0ECOND FLOOR PLAN 1/4 OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTU. DOOR STOP PERIMETER TRIM BOARDS OVER PTU. PINE LEDGE 5/8" P TD. PINE LEDGE 'N/ 1" PROJECTION PTD. WINDOW CASING PTU. BASE BOARD Ljj CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP-\ ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO O 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 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVINGO RANGE HOOD VENT (FBC-M1503j JURISDICTION OVER CONSTRUCTION OF THESE UNITS. 'THESE 1 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE 'iO BE TAKEN AS MINIMUM EQUIPPED WiTH BACK DRAFT DAMPER, SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL 'TYPE HOUSE WRAP, 7/16" OSB EX"iERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS © 16" O.C. TU FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) Rl;i 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 i - IS LESS THAN 3'-0" it CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL CC FINISHED TEXTURE COATING PER BUILDERS 1d 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 Pfd COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) I� CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO [] TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @) 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PAR-fi rioNS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF/I2 C9 16" O.G. 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 Cry 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS a MANUFACTURER AT 24" U.C. PRE -FINISHED ALUMINUM OEXPOSED FLUOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE r! PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER 5UBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE �1,1li1➢l� APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF n O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAIJLATION ti,,* °psv.°u° '�I'j �� N PROVIDE R30 BATT/ BLOWN INSULATION AND °�°°� 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH w9;' °ter W o TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 °�=" 6 INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 : - a 831 1. J = w uj * fL' 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-8310) °®°°�'3 y`� Oa c �° ®e MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ✓ J® <�.�°°° Q OM DOWN AS REQUIREDS SHALL BE 2x12 GLUED AND /INAILED RIPPED IN EVERY MINIMUMDOW A 5 A FOR }ROUND FLOUR EMERGENCY ESCAPE r�/��Oi J �' ��a `•i`1` J_ O 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE,l11i W DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE II' 4.) THE LENGTH OF 2 RISERS -1• 1 TREAD OPENING = 24" I!'i SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 11 THAN 25" OPENING = 20" MIN. 'TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR iC)/ MIN. TREAD &NOSING = 7 2 MINIMUM WINDOW SILL HEIGHT (FBC-8613.2) MAX. RISER = 17 2'3/- 0"' , ) FOR WINDOWS MORE THAN 6'-Q" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'- MIN. HEADROOM = THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWSI, u0 Nil MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) // CQ FOR WINDER STAIRS W 6o � MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" Z H 12" FROM INSIDE EDGE ABOVE FINISHED FLOOR MIN. WINDER READ MEASURED = 6" 4•) FLASHING SEALANTS AND WEATHERSTRIPPING �� V E- Z w AT ANY POINT (FBC-8613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT Ey gp ALL EXTERIOR DOORS & WINDOW' TO EXTEND TO 'THE Q C4 SURFACE OF THE EXTERIOR WALL FINISH OR WATER OHAND RAIL - FBC 8311.5.6 & 8312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH �` �L/3 �"� E, Z' MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR F� Z MAX. STAIR HANDRAIL HEIGHT = 38° 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR ~ Z P MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. ILA MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND C/) E==4 f� FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANTPq MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2Q07 R613.8.1 z HANDRAILS TO MEET REQUIREMENTS FOR ® 0 TYPE II RAILS FBC 8311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE w O SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-8613.3.2) -�P. MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -I TO WALL OR NEWEL POST PER FBC 8311.5.6.2 CONTINUITY A WI DOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" © WFt OWALLS BACKING ONTO ATTIC, O U (FBC-NI102.ABC.1.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N11O1.A) o �J SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL FLUOR AREA FBC-N1101.1.2.2 Ld j/ 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 C� ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. ` )) WALL & CEILING BETWEEN GARAGE AND LIVING SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2° WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE - - AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE 'To HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME 'iO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT (EXCLUDES S TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTER/OR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL I o RISE 7 3/4" MINIMUM TREAD 9" DIML-NSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE W CLOTHES DRYER VENT (FBC-M1502� FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED 'TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 0 O lU'-U" FROM A/C CONDENSER. MIN. 36' FROM _ p0 ANY OPENING & EQUIPPEDWITH BACK DRAFT OR S/DINGS DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL ~ 2.5', & 90* BEND = 5' DIMENSIONS Al-eE MEASURED FROM -7, Q FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS (FBC-R10O1) V) 3: W ATTIC ACCESS HATCH 22"x30" WI FH WEATHER - SQUARE FOOTAGE CALCULA TION.> ARE O J STRIPPINGINTO ANY ATTIC EXCEEDING 30 S.F. • OF Id MEA CURED TU EXTERIOR <�URFAG'E X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTIT/OUS FINISf1, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION AS OUTLINED © INSULA TION BACKING. t IN AMERICAN NATIONAL S TANOARDS INSTITUTE INC. (ANSI 2765-200.3 J -8" -74 -ICV SIN ca DRYWALL KNEEWALL c,, KITCHEN _ FLUSH BREAKFAST BAR SECTION �- Q Ld J Ln - -F O U t - J fy 00 - OL nOL __I I - AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF SFIT OF 1.1A DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG -No. JOB No. 905/117 SCALE AS NOTED GATE 07/14/11 SFIT OF 1.1A 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W SMOOTH FINISH (TYP) 8:12 RIDGE LINES VARY WITH UNIT PAIRING 6:12 1/2" PROJ. PTD. P x32' I x32 NO. BL2955 BY SPECTIS OR OLYURETHANE BRACKET EQUAL (TYP.) 5" WIDE SCORED WINDOW SURROUND W/ SMOOTH '77777--- STUCCO PLASTER (TYP) 1/2" s-rucco PLASTER FINISH (Ground FI. TYP.) 177: , 7 A — GLASS AREA ON FRONT ELEVATION W= 94.05 SQ. FT. II l :Is E L I , , ,T' ON 4— VARIES 3" 7" 4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-4" E'I A SECTION AT METER, NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE I THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE 1%6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH L x 18 1 2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP,) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOIN -r 9 PARTY WALL 6" WIDE SCORED WINDOW SURROUND RIDGE LINE WHEN PAIRED W/ TH02 6:12 RIDGE LINE WHEN PAIRED W/ TH02 6: 12 6:12 y-- -------- V_6" -rRim W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO cm HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) c\I T P-47. TOP OF PLATE - TOP OF WINDOW PEI P4 UE, A CO 0..,l CO CO tq w U) 00 cl 0- U) 4- 1: z,, E==' P4 p 0" C) f4 z z 3/4" RECESS 1_4 wij 0 _j SCALE 2:1 Cn oo� 18%63" PREFORMED STUCCO PANEL SHUTTERS 177: , 7 A — GLASS AREA ON FRONT ELEVATION W= 94.05 SQ. FT. II l :Is E L I , , ,T' ON 4— VARIES 3" 7" 4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-4" E'I A SECTION AT METER, NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE I THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE 1%6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH L x 18 1 2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP,) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOIN -r 9 PARTY WALL 6" WIDE SCORED WINDOW SURROUND RIDGE LINE WHEN PAIRED W/ TH02 6:12 RIDGE LINE WHEN PAIRED W/ TH02 6: 12 6:12 y-- -------- 2"x3" RAISED sTycco PLASTER HEADER -rRim W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO cm HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) 2"x3" RAISED sTycco PLASTER HEADER -rRim W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE T P-47. TOP OF PLATE - TOP OF WINDOW 18"x60" PREFORMED STUCCO - 0 PANEL SHUTTERS SEE yj DETAIL) METAL RAILING FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 11 SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH lil Lj ARCHED HEADER (SEE DETAIL) E10 EDE] EIEI FE rCD Ld % < cn Q Tp. oht z _j FIN. GROUND FLOOR <( C-3 m _21 114A 0 K_ _j FIN. GRADE U_ CLASS AREA ON FRONT ELEVATION 'A'= 42.00 SQ. FT. F-1 � FROM ELEVAI -1 A 1/4 - 1 0 W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL ,JOINT 37"x72` 37x72' PRA 110 0"' WIDE SCORED D giffO R DOOR (SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. Typ.) L FEI m TOP OF PLATE TOP OF WINDOW PPO -36%48" BATH OASIS WINDOW (RIGHT -ALIGN W/ WINDOW BELOW) cc FIN. SECOND FLOOR Top OF WINDOW 0) 1 b 0 -1 vj FIN. GROUND FLOOR FIN, GRADE GLASS AREA ON REAR ELEVATION FOR 'A'= 127.92 SQ. FT. INCLUDES, PPO WINDOW FOR BATH OASIS F\`,EAF`�', ELEVA'T10-_N\_[ A�� 1/4[)) — I )_0)) Ld LLJ '/z 7E V) M � o Z (_� L- C) c) 0 T P-47. LLf E-1 PEI P4 UE, A CO 0..,l CO CO tq w U) 00 0- U) CL 1: z,, E==' P4 p C) f4 z z L pppp 1_4 wij 0 _j Cn oo� V) 3: 0 �4 zw F— Cit� 0 L) Ld LLJ '/z 7E V) SHT OF 1.2A 00 R 1: �= < V) 3: WW0 0 _j LO 0 0 C2 < 0 CL CL :2 _J F— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJIF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/1 4/1 1 SHT OF 1.2A C C 40" HIGH KNEEWALL W/ PAINTED WOOD CAP TOP OF PLATE 6C N I I IIN-YJ L 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 T A I R_ E C''I'l 0 NN. 1 0 1 LP VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT 'fl-IROUGI-I ROOF, ,.' ANGLE VENT OVER SO AS ` . Z NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL „ i, ; 2" 3" VTR * 2 "1 L/\ I lLl\I VI\ lL VY/1 CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. B U I L D I N G' AL 1/4 E C--"/ HON __j"U M B I N k_x 1 '1161 EJR D I A %C"F RZ A M .s. TOP OF PLATE 'FOP OF PLATE N. SECOND FLOOR DP OF WINDOW I r� co N. GROUND FLOOR .SLAB N. GRADE o /S OF FOOTING F) z I Ld Cirl C) I Q �I Lj r� �eti'+vai ��¢7, ry Cd •, N �� n- ® Lu c) J r LL. �i IIF j .mow LO z co 0 0 P4 P4 � V a 0 w vi P., V �— C F_ o o LLJ W Z Z B a cnLl r. p 7- 00 on zQ V)�LJ w W mow - _.� o Ln w O E _j F— DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 1,3A SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP -� PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM C METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U D E ("']ir R O-U -'-N\\1 D- E L E (-"/l ELECTRfCAL C-1 I - OR k----)Ec- OND FLO 1/4 39 = I ) —055 C/L+— L9] GENERAL ELECTRICAL NInTF7(::. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SNATCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. TYPICAL LIGHT SWITCH TYPICAL WALL CUTLET 13 PROVIDE ATTIC IGHT W/ SWITCH ELECTRICAL KEY NOTES 1O AIR HANDLING UNIT CONNECTION 2O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION MICROWAVE/ HOOD CONNECTION. 5 MOUNT AT 76" A.F.F 0 DISHWASHER CONNECTION. SWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. 0 WASHER CONNECTION. MOUNT AT 48" A.F.F DRYER CONNECTION. MOUNT AT 48" 9 A.F.F. 1U CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36° CLEARANCE FROM HVAC SUPPLY GRILLS, TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND, 10,J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-U" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER E L E T'.L'-, �'j I C A. L 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7, ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE 'TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY "TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION, 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JULo9 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH 'THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAIJST FAN @.sJ SMOKE DETECTOR --�-- WALL MOUNTED -� LIGHT FIXTURE SWITCH $ CEILING MOUNTED 3 -WAY SWITCH LIGHT FIXTURE 4 -WAY SWITCHRECESSED r� CAN { LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPOR AR PROOF FIXTURE 110 V OUTLET FLOODLIGHT SWITCHED OUTLET I— FLOURESCENT C� GFI OUTLET�R LIGHT CEILING MOUN"IED 220 V OUTLET Sm. LIGHT �� �/> DIRECT WIRE FIXTURE BRACE C_) & PRE WIRE FOR TV JACK 0 FUTURE FAN T® PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE S'[9- CODE SIZED J BOX n WITH BLANK COVER @.sJ r� I— C_) L� Ld L u Q Op zQ W :2 � LTJ 1 �- < Ld U -j Lo 9 p F- 7 -J DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 1AE 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 5/8"TYPE "X" TOTAL AREA UNDER ROOF 14 (5 Li J w ' o 1�t UNDER STAIRr''_ \ w OC O s s - w V) cv Y N_ C) 1-5 O I- 0 W U = CJ Cr �� W Or_ G LLJ CLl J ---- Z W .L W m FL L0 L W Imo- J C) U i) i CY U -11 U �- <C LL f W Ld CY Z � C117 <C U O U U U LL. U I I UW Q Z <t O ,J T U < `� G i G1 J J W V_ W W F- - f- U 0 O Cl F) CD 5 S Q S >- CL I- U L Z) L 7) O j L W FOR 1 HR RATED WALLS Wl7 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO W21 1H4 SH BLOCK SINGLE HUNG 261"505" YES 274" 505" 9.32 NO 6'-8" W 2 1H5SH BLOCK SINGLE HUNG 262' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26 72" 274" 72' 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-6" w27 2450 SH FRAME SINGLE HUNG 28" 60" 284' 604" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 505" 374" 505" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" '18.50 YES \\ W54 CWD4 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 CW9 .3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36;1" 724" 18.00 YES W91 O 48x50 SH BLOCK SINGLE HUNG 48" 505" 484" 505" 16.88 NO W 2 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES R W -48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484 484 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES TAL SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) QOA. W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 484" 644" 21.0 YES E THE IN ON DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 45 SF GARAGE AERA 5/8"TYPE "X" TOTAL AREA UNDER ROOF 14 (5 Li J w ' o 1�t UNDER STAIRr''_ \ 3'-c�,1�6" I II O z �0J cv Y W _ � s FIE DROOM I.ij G -rte U ---- m FL U >- %t -- - - V) -11 U ci U I -w � C117 <C U O 1= S Cr I UW Q Z <t O L ~ T U Y _U :Dw I.r � U J C1 U 0 T i V) G J w 2'-8" 6'-8" 1 3" R4 B LABEL YES FOR 1 HR RATED WALLS Z =) LC W 2'-8" 8'-0" 1 R4 0Z) V) S-0" 6'-8" 1 J" R4 45 MIN., YES FOR 1 HR RATED WALLS 3'-0" 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION D 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 18 LT \\ 3'-U" 8'-U" 1 4" R4 45 MIN. YES FOR 1 FIR RATED WALLS (J 2'-8" 6'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. 2\� 2'-8" 8'-0" 1 AS INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 5" WITH INTERIOR DOOR 8' CLG TYP. $0 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. C4A 2'-4" 8'-0" 1 5" CAPE INTERIOR DOOR 9' CLG. TYP. \\ 2'-O" F,'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. \\ 2'-0" 8'-0" 1 5" INTERIOR DOOR 9' CLG, TYP. 2'-2" 6'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. C62'-2" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TIP. \� 1'-6" 6'-8" 1 g" INTERIOR DOOR 8' CLG. TYP. \\ 1'-6" 8'-0° 1 5" INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 317) 4'-8„ rJ I 1 I I _ I _\KITCHEN DrvJI I (TILE I I I I -I S J 1 8'-7� 6" B I _L 1 I R I SDG --T--- I N 5' �12 20'-0" 10A 3" _ 5'- 1 >, I A PATIO 3F 10'-0"x 8'-0" CONCRETE (-)o'-T„ .r")IrA 6080 PATIO DOOR 01(f) t» 00 DINING R 0 0 M CARPET 1 10'-54" i rl I -- 1----------- F.A. GATHERING ROOM CARPET Lo I - 1) I,-) -p„ \ FOYER 37 TILE i' Law 1 D r-, 34 � -�}-4, �I=+ 8 0 8 rl,r P O R C H i') CD ELECTRIC METER NICHE- - - - 51„ T) 2i i00 P WD I 0 I �) \ TILE \I A \ MIRRORS / D; _' o H ! T �r cv ELECTRIC PROVIDE PANEL PAN LOC. SEE UNDER SHT E1.1 HWT GARAE 9 r -1<v Cil LNE OR 2ND. RLC ABOVE 8'0"x7'0" O.HI. GAf AGE DOOR LINE Of SYNTHETIC \ STONE IWAINSCPT 2 3 2'-0» I_ 8,-0„ 2'-0„ PWD VENT 2'-4" _" 78 13„ 16 N Y J U a c� < m n � Li I.- Lj za o' U J OLS O Lr m z O D V) m C-) V) C7 _ < N 1 ELEV. 'B' WALK-IN c r� 798 SF PROVIDE PANTRY COVERED PORCH AREA 45 SF GARAGE AERA 5/8"TYPE "X" TOTAL AREA UNDER ROOF 14 (5 Li J DRYWALL " VIP `,��° o 1�t UNDER STAIRr''_ \ 3'-c�,1�6" I II I z �0J cv Y LOW _ � s FIE DROOM I.ij -rte U ---- m FL %t -- - - > �~ r � C117 <C U O a-�J Q C� � U J J w F - <C Cl LY Cq Z =) LC W \ 0Z) V) CI,_ O V) C) Z < N I N 5' �12 20'-0" 10A 3" _ 5'- 1 >, I A PATIO 3F 10'-0"x 8'-0" CONCRETE (-)o'-T„ .r")IrA 6080 PATIO DOOR 01(f) t» 00 DINING R 0 0 M CARPET 1 10'-54" i rl I -- 1----------- F.A. GATHERING ROOM CARPET Lo I - 1) I,-) -p„ \ FOYER 37 TILE i' Law 1 D r-, 34 � -�}-4, �I=+ 8 0 8 rl,r P O R C H i') CD ELECTRIC METER NICHE- - - - 51„ T) 2i i00 P WD I 0 I �) \ TILE \I A \ MIRRORS / D; _' o H ! T �r cv ELECTRIC PROVIDE PANEL PAN LOC. SEE UNDER SHT E1.1 HWT GARAE 9 r -1<v Cil LNE OR 2ND. RLC ABOVE 8'0"x7'0" O.HI. GAf AGE DOOR LINE Of SYNTHETIC \ STONE IWAINSCPT 2 3 2'-0» I_ 8,-0„ 2'-0„ PWD VENT 2'-4" _" 78 13„ 16 N Y J U a c� < m n � Li I.- Lj za o' U J OLS O Lr m z O D V) m C-) V) C7 _ < N 1 ELEV. 'B' w c r� 798 SF TOTAL NG AREA f� -LINE OF SYNTHETIC STONE WAINSCOT FF1 R FL 0 0 PH PLAN Ll PLAN EUIOND FL' 0 0 2'-1„ q.2" 1'-2„ DRYWALL 'NKNEEWALL �KITCHEN gFLUSH 44" BREAKFAST BAR SECTION CONSTRUCTION NOTES (Ordess Otherwise Nated). UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO \ LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 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-M1503Z ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR FlNU JURISDICTION OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES \CEMENTITIQUS 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 CEMENTITIQUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1053 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS C� '16" U.C. 'FO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN V-0" \CONCRETE BLOCK CONSTRUCTION - CEMENTmOUS FINISH 1 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM "FOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP 'TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTIFIOUS 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 Cd) 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 PARTYWALL TO BE 2 FIR (R-8,61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF \ INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 © 16" O.C. U373 AND INSTALLED PER MANUFACTURERS # SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 2O 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 EX NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 26 SPF#2 CO 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMIN 40 EXPOSED FLUOR 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-1\11104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVID APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HAL WITH OFF RIDGE VENTS (O'HAGINS, INC. OR EQUAL) 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS TILE TO BE CEMENT TILE BACKER BOARD PER FBC2 06 INTERIOR STAIRS -SITE BUILT FBC 2007 8702.4.2 8311.5 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 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZE STRUCTURAL ENGINEERS SPECS. (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQU 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESC WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESC DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAP 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 OPE 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 C-0" ABOVE FINISHED G MIN. HEADROOM = 12'-0 THE LOWEST PART OF 'THE CLEAR OPENING 'FO "THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABO FLIGHT OF STAIRS S FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = S -O" MIN, CLEAR STAIR WIDTH = 31 1/2" 3,) FIXED GLASS REQUIREMENTS (FBC-8613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 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-8613.8) MAX. WINDER DEPTH 12" INSTALL APPROVED CORROSION RESISTANT FLASHING ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO TH \SURFACE OF THE EXTERIOR WALL FINISH OR WATER 7 HAND RAIL - FBC 8311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WIT MIN, STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 9 MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 O 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 SE MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 8613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5 MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENIN TYPE II RAILS FBC R311.5.6.3 FOR GRIP ) SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-8613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVID 8311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM O IN WIDTH \WALLS BACKING ONTO ATTIC MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2). 6.) METHOD -B (FBC-N11O1.A WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TO SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBG S SHALL INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 11 WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN \WALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 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 HAV DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE ,& SHGC TO REMA 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 TQ HOUSE ARE MEASURED FROM FACE OF 100 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXG'LUDE- 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 G,'EMENTITIOUS 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 FA CE OF STUD TO OU T51DE CLOTHES DRYER VENT (FFIC-M1502� FACE OF EXTERIOR .SHEATHING. 12 DRYER EXHAUST VENTED 'TO EXTERIOR MIN. (EXCLUDES 718" G'EVIENTITIOUS 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 ATTIC ACCESS (FBC-R1001j 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 FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTI TOTE INC. (ANSI 2765-200.3 9" 2'_8" 102»1,_.1.12„ "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 BUS, OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTU. PINE LEDGER BD. YER (�AXT'OP , DROP (-V AREA CALCULATIONS (ANSIZ ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL NG AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF Li J " VIP `,��° o Ljj z �0J � 11 i I.ij r Q C� 0 F - T. UM E F AS WITH 007 S IRED CAPE APE E NING RADE, VE 24" AT E H 20 OR R ALANT G SIZE E FOR F 1/4" TAL QOA. THE O.a5 E THE IN ON "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 BUS, OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTU. PINE LEDGER BD. YER (�AXT'OP , DROP (-V AREA CALCULATIONS (ANSIZ ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL NG AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF v i ,�``�r����ltlrr►is���i u M JOB No. LL 1 SCALE C 4 DATE m r V cn Ii, e ® _„tee ..++�.�V T Z %v o q, V r �4 " Li J " VIP `,��° o Ljj v i TJF 0 M JOB No. z SCALE -- DATE 07/14/11 T Z I 1 Ld Ljj z �0J v i DESIGN DRAWN QUAUR AT/TJF CHECKED TJF 0 M JOB No. 805/117 SCALE AS NOTED DATE 07/14/11 Z I �0J � 11 i I.ij r Q C� 0 F - DESIGN DRAWN QUAUR AT/TJF CHECKED TJF DWG.No. JOB No. 805/117 SCALE AS NOTED DATE 07/14/11 SHT OF 4 -r 2'— 0 f� I CJ LI) I N I3„ I,-6„ 3/4" RECESS ~— SCALE 2:'1 24"x63" PREFORMED STUCCO PANEL_ SHUTTERS 2'— 4„ E Lu M11"TER ASECTION 1 1�,� -a r ppffi llrr rII��'i �Nyff',,rri Ell lliiJ'Ji��� D S .1La C T !F O �� A.� .1bJ E �� .11� R N]1C ILLS 2'-0" 1 7 _ rr) -1N i 0 I fr) is r I 3/4" RECESS —i 24"x60° PREFORMED STUCCO PANEL SHUTTERS �r) I cv f r) lr) I N 3/4" RECESS F_' JSCALEE]l 16"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CURE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT (9 PARTY WALL PROVIDE CONTROL JOINT OITA9 fl000 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH r (Ground FI. TYP.) •6" WIDE SCORED DOOR SURROUND W/ SMOOTH S rIJCCU : PLASTER ('TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATI ON "B" 1/431 — .13-0" 6:12 GUTTER DRAINED TO— PORCH ROOF PORCH ROOF GUTTER 18,• 0 VERHANG DRAINED TO STORM WATER DOUBLE BAND - y 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOUR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED —STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH El ENTRY J0,1NINGirUNIT ELEV GUTTER DRAINED TO PORCH ROOF TOP OR PLA,rE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 10 ro- IN. -ECOND FLOUR GUTTER OVER FRONT PORCH ONLY DRAINED TO TOP OR 1/1 jI j3WM WATER PIPE 1/2" STUCCO PLASTER FINISH IN. "ROUND F-LOU�r�r°und FI. TYP.) 6:12 5:12 L a FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 57.13 SQ. RT. FRONT ELEVAT1101\1 13 99 1/4 j9 — I 3 —0 99 6:12 GUTTER DRAINED TO PORCH ROOF VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) "x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1%7" RAISED UCCO PLASTER HEADER TRIM W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR —SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PRECAST STUCK—ON STONE VENEER PORCH ROOF GUTTER DRAINED TO STORM WATER 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH ELECTRIC METER ' ' NICHE (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 16"x6.3" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) PRECAST STUCK—ON STONE VENEER A R A 11' Ell F, v ENTRY %I]IF k3ir __j 6 CjLl� 1/ 4 1 _0jj L� 1 0 a-- U V) L� �i I' ani CL ° z—•bol L 9 ��J\� z o Lu 02 _ 9 m 'r�J!®lillj1990iA�'�`®�® J J O I, LA- �-r C� CQ � P-�c) � Eml U Em p vi 00 "WNW l Z �, Z p4 �pw04- �P4® LLJ �l 0 Ui ::I 9� F_ZOWC ✓% � Q U p— L nI LLJ Ll Z �J V) EJ W pm DD ^.. W O w 0 F—W II LLJ F_ Q LLI U SII C.7 % ®ry Q DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 2.2B SH•T OF TnP nF GI ATF (Z) AT �jrwulvu rLUUM Iv JG VIVU rwvn 17 RISERS C-) 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 �---)'TAIR (7-1 ION EF C f _0.i9 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i I � 1 I far I I Eco vi Liivn �� rrn i � CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING i NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V, ARE MECHANICAL DEVICES. rlr—'�� -rr Tr T -r\�� air -Tr—i -rr LY BE MIRROR IMAGE Tnn nC ❑I n'rC G �--'ECTION A BUiLDIN 35 1/4 L� {I i W <t .�1. .',,bat3;itlOytla'Y 0'j N E2 '®L, I W I1 en ttp Z p Z s e Ll� 1'llil �J 0 CO Q ib 0Wi` 7 b y 0 0 P4 CO o �0-A }� F,M"F, Pz� Ld � 4 P, F_ Zoa�a c vR L.J Z Z 7E _ l -- V) �l V I -L— n O 00 _ z I J Q W I.........I ............ .e,,, 0 W Q CJ 0 T 0 CL CL DESIGNDRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. go5/117 SCALE AS NOTED DATE 07/14/11 2,3B SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP -� PANEL s ^ _ 150m 2/0 ALUMINUM -/DI fc . SERVICE CABLE 2" PVC WITH (3) #2/0 THHN �l ALUMINUM O METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U �f E'; RROU 1'al� i El C,E I -, Z I( - F " L 0 0 Ri, E L E (C" 1"Ri I _11'j A IL 1/4 j) — I )_W) ET__l'/'0 N D FL (0 GIF� 33 ) J� 3" MAX. BETWEEN TRIM AND SWITCH C/L=F-- 8-11 TYPICAL. LICHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION 7-\ REFRIGERATOR CONNECTION MOUNT AT v 60 " A.F.F. 0 RANGE CONNECTION MICROWAVE/ HOOD CONNECTION. MOUNT AT 75" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F 0 DRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER E I, E C"'I' f F,?� I C_"" -A L GENERAL ELECTRICAL NOTE: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE "TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. 'TYPE AS REQUIRED BY CODE, 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES' SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR 'TO INSTALLING FINISH WALL MATERIALS. 9, VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12, PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED -TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 0IJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION 'TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN Id COMBO SMOKE DETECTOR- WALL MOUNTED - I- LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH LIGHT FIXTURE 4 SWITCH RECESSED CAN -WAY LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPOR PROOF FIXTURE 110 V OUTLET FLOODLIGHT SWITCHED OUTLET FLOURESCENT C� GFI OUTLET ,yam LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR 'TV JACK ffj FUTURE FAN TEL PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE CODE SIZED J BOX J� WITH BLANK COVER Id I- 0 �1 ffj LJ LLJ J I___, J �J WI n-_ V) W 0,< z V) 3�: > L,j a � O W �-- 9 U � Z lo W d I— Q a- _ �— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 01/11/11 2,4E SKIT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SFI WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 15705H 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. ' 2'7� 2'-6 2006 SF 2 2'-5" W 313,, 16 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I RANGE HOOD VENTED TO EXTERIOR AND �J� SII w 0 W LL_ II C1 0 ED s LL V) w zll II m > m f ! U) F= U J 0 0 W <> C9 U) .� QY c� W LLJ m J �- 0 Z S W L W L - w L G W C, W F- J U 0 G Q <L U Ld r `L 0 ,= o U c� W 0 J Ek: m c = v) L U L pJ bi W CL I- F- 2'-8" (D G w B LABEL YES L <r >- 0- Z Z 0 R4 G W SHUT' W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO ��1B V� W21 11-14 SH BLOCK SINGLE HUNG 26�" 502" 274" 508" 9.32 NO 8'-0" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44"284" ROOF VENTILATION 444" 8.56 NO APPROVED HOUSE WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 28,'x" 524" 10.1'1 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO '1 8" C51 24 SH BLOCK SINGLE HUNG 37" 508" 374" 508" 13.01 NO STRUCTURAL ENGINEERS SPECS. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. (W- 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO FOR WINDOWS MORE THAN G'-0" ABOVE FINISHED GRADE, W57 3050 SH FRAME SINGLE HUNG 36 60" 364" 604" 15.00 YES W@ 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 12" FROM INSIDE EDGE W91 48x50 SH BLOCK SINGLE HUNG 48" 50©" 484" 508" 16.88 NO INSTALL APPROVED CORROSION RESISTANT FLASHING AT W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES FINISHED RAILING WITH PICKETS SPACED W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO (FBC-8613.8.2) "7 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2) METHOD -13 (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) SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, 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 PROCRAM. OWALL & CEILING BE'rWEEN GARAGE AND LIVING 9 MINIMUM SOLAR HEA'r GAIN COEFFICIEN r (SHGC) = 0.85 SPACE 5/8" TYPE °X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITFI LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING .SPACE 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 72° ' 2'7� 2'-6 2006 SF 2 2'-5" W 313,, 16 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I RANGE HOOD VENTED TO EXTERIOR AND �J� SII W.I.C. I W LL_ II CARPET APPLINCE SHALL COMPLY WITH UL923 ELECTRIC m v' zll II m > m U of PANEL wll Lm I it D W> LOC. SEE c� I BARRIER PER ASTM C 1063 & APPROVED w LGTL] y < Eki sl-rr E1.1 z a )- J FLOURING F- J _ A� W 7 <t U V) L 0 U 0 U 1) I J - S U V) U r SPECIFICATIONS OVER 1/2' THICK PRIMED 3 - Z (9 )GARAGE bi O Z CONCRETE BLOCK WALL REINFORCED PER C� 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 2-24' 10A 2'-8" 8'-0" '1 4" R4 BLOCK. FI -FOIL AA -2 VAPOR SHIELD SHUT' ERS 3'-0" G'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS ��1B V� 3'-0" 6'-8" 1 R4 BELO ADD TRANSOM / ELEVATION 3 0 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. 101) 3'-0" 8'-0" 1 R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 TEMP GLASS FRENCH 18 LT 2-2x4 SPF#2 TOP PLATES. '1/2" INTERIOR 1E 3'-O" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS SPF#2 OR 2x6 SPF#2 CD 24" O.C. 2'-8" 6'-8" 1 8" MANUFACTURER AT 24" U.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR INTERIOR DOOR 8' CLG. TYP, 4 PROVIDE MIN. R-11 BATT INSULATION IN A 2'-8" 8'-0" 1 8" ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) INTERIOR DOOR 9' CLG. TYP. APPROVED HOUSE WRAP, FINISHED SOFFIT 2'-6" 6'-8" 1 8" WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE INTERIOR DOUR 8' CLG. TYP. PROVIDE R50 BATT/ BLOWN INSULATION AND 3A2'-6" 8'-0" 1 8" ALL WALLS IN TUB AND SHOWER SURROUND AREAS WI fH 21 INTERIOR DOUR 9' CLG. 'TYP. OINTERIOR STAIRS -SITE BUILT FBC 2007 2'-4" 6'-8" '1 8" 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED Q 2'-4" 8'-0" '1 2" MINIMUM EMERGENCY ESCAPE WINDOW OPENING 'SIZES STRUCTURAL ENGINEERS SPECS. 1') INTERIOR DOOR 9' CLG. TYP. E4A 5 2'-0" 6'-8" 1 IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 8' CLG. TYP. �1A SA 2'-0" 8'-0" 1 a" MINIMUM AREA FOR DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 9' CLG, TYP. 2'-2" 6'-8" 1 8" OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE INTERIOR DOOR 8' CLG. TYP. THAN 25" 60A 2'-2" 8'-0" 1 8" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" INTERIOR DOUR 9' CLG. TYP. PAIN. TREAD & NOSING = 10" CJ 1'-6" 6'-8" .1 a" FOR WINDOWS MORE THAN G'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = W -a" INTERIOR DOOR 8' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTFI = S -o" MIN. CLEAR STAIR WIDTH = 31 1/2" �� I'-6" 8'-U" 1 FIXED GLASS IS REQUIRED FOR WINDOWS LESS 'THAN 24" MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 9' CLG, TYP. 12" FROM INSIDE EDGE MIN, WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613.8) 20'-0" 4'-11 10'-4" 4'-9" PATIO 10'-0"x 8'-o" CONCRETE A 7.3f 2 - CA C c 1 f)IW rnoo 60 0 PATIO DOOR - C)I� f L 1 Inwl I rgloo i C_ T I C'AININC KITCHEN r W TILE tw 1-100 m I o m «, � I z 3j 10'-1161, 1 Co vi 5'-7� -� 3;, � , 1 ? I R I v SD6 - - - - - - - - - - - - - - - - - - - �,-- - C-, �4J 0�-------------------- 13„ C m � L 1`}16 14'-7" 2 �16 lE ^ C11r w I F- W �, 0 2 �U° Ji GATHERING ROOM i <cmCL ' relv 0 I CARPET rLj E- <� 1 WW" F we I > I Ivo a cr m I 8" DROPPED ° zo z f w COFFERED CEILING TO o c, -' 0-' 0 v) COVER DROPPED STEP 0 a '. UL L CEJ I PROVIDE z oo� RAILING 5/8"TYPE "" m cn Xw - - - - - - - - - - --- -- �- DRYVTAL-C 07) - - � - -. m o v) UNDER STAIRS I- 0 1 -`016 I~ 4 4'- 0;5 I - F rl1 I - 16 FOYER u I 7 Iii TILE 17R I I _ I r _ GTORAGE �) PROVIDE 45 _ C� MINUTE FIRE RATED 5_21��- DOOR w/ RATED «)12" DROP - - - WD . JAMB, SILL AND I S R �'OFFI"f 2 - CLOSER f) 7.1 D TILE O R0R To -- 1 E101 DROP STOP k1 �U \ (0\1 HWT PROVIDE 1 LAYER 5/8"0 '-PROVIDE PROVIDE TYPE "X" EXTERIOR SHEATHING ON PORCH (- 0'-4 I PAN CEILING THIS UNIT -�v UNDER I I I _ I 16'0"x7'0" O.H. GARAGE DOOR A 2 LINE OF SYNTHETIC STONE WAINSCOT 2'-0" - -2 16'-0" 10 F'IRST FLOOR PLAN 1 /479 _ 1 9-0)) SEE DRAWINGS BY CABINET _1f11 MFR FOR KITCHEN CAB ELEVATIONS 0 20'-0" 3'-921, 9'-52" 6,-9>> 3 TEMPERED GLASS ABOVE W95 TU B c -- UL o60"x42"x20'1 _ SOAKER TUE co 21 MASTER BATH fi OASIS "I LE / __jII TEMP \ I GLASS f m< HWT 11„ ENCL. 72° ' 2'7� 2'-6 2006 SF 2 2'-5" F' -616 313,, 16 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I RANGE HOOD VENTED TO EXTERIOR AND �J� SII W.I.C. I LL_ II CARPET APPLINCE SHALL COMPLY WITH UL923 ELECTRIC m v' zll II m > m I of PANEL wll Lm I it D W> LOC. SEE z� I BARRIER PER ASTM C 1063 & APPROVED L) rz m y < Eki sl-rr E1.1 UNDERLAY UNDER RESILIENT AND WOOD 0 Ld SII FLOURING METERCT _ _ A� 17 EXPOSED BUILDING FACE INSULATION, 1 2" INTERIOR DRYWALL FINISH. cv NI HE I 7.2C` II 1 I _- - OCEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SDILL6 -- SPECIFICATIONS OVER 1/2' THICK PRIMED 3 - -------1 (9 )GARAGE <, PER UL A35EMBLY 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 2-24' WID RATING. PARTY WALL 'TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO I I STRAPPING CN 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD SHUT' ERS 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR W/ SI L FIRE WALL BELOW, UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL BELO U373 AND INSTALLED PER MANUFACTURERS 3 0 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. �l ofQn.(,.i SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. .fir, �'�oataim9a9o�a' J_ o PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. '1/2" INTERIOR I ROOF COVERING AS SPECIFIED INSTALLED PER 0 �a)) MANUFACTURERS SPECS. 15// FELT PAPER OVER EX r. NUN -BEARING PAR FITIONS TO BE 2x4 �-+��TJ3� 1 GRADE ROOF SHEATHING W/ "FI" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 CD 24" O.C. I I I _ I 16'0"x7'0" O.H. GARAGE DOOR A 2 LINE OF SYNTHETIC STONE WAINSCOT 2'-0" - -2 16'-0" 10 F'IRST FLOOR PLAN 1 /479 _ 1 9-0)) SEE DRAWINGS BY CABINET _1f11 MFR FOR KITCHEN CAB ELEVATIONS 0 20'-0" 3'-921, 9'-52" 6,-9>> 3 TEMPERED GLASS ABOVE W95 TU B c -- UL o60"x42"x20'1 _ SOAKER TUE co 21 MASTER BATH fi OASIS "I LE / __jII TEMP \ I GLASS f m< 1583 SF ENCL. 72° ' rz� MIRROR 0 C-04" `Ire, 1------ W.I.C. I _Ic\1 CN . CENTERED OVER PATIO DOOR BELOW W 7 W57 - - - - - - - - MrA` ITER `�U 1 TIE ICARPET -II r 1 9HIGH COFFER I I CEILING I I I I ,I I I I 14 a AHU 'RASE cl1 2-F 2-6 II -FOLD BI -FOLD LAUNDRY FILE PROVIDE T 13 - PAN UN FR I �X� � WASHER ILUA II W I I II I L --__j L`P_-__j -OPT. BASE CABINET __jII II U I/ I LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP f m< 1583 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE 'TO THE 2007 FBCR CODE AND AMENDMENTS, ' rz� BA T H �l T �J 2006 SF TILE h ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING I RANGE HOOD VENTED TO EXTERIOR AND �J� SII W.I.C. I LL_ II CARPET APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION 1 CEMENTITIOUS FINISH m v' zll II m > m I of oQ� wll Lm I it D W> SII z� I BARRIER PER ASTM C 1063 & APPROVED L) rz m a 11 < Eki UNDERLAY UNDER RESILIENT AND WOOD 0 Ld SII FLOURING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1 2" INTERIOR DRYWALL FINISH. n o ¢ II 01, I RATING OF 1 HOUR WHERE LIMITING DISTANCE II 1 I - OCEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SDILL6 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM 'TOP OF C-04" `Ire, 1------ W.I.C. I _Ic\1 CN . CENTERED OVER PATIO DOOR BELOW W 7 W57 - - - - - - - - MrA` ITER `�U 1 TIE ICARPET -II r 1 9HIGH COFFER I I CEILING I I I I ,I I I I 14 a AHU 'RASE cl1 2-F 2-6 II -FOLD BI -FOLD LAUNDRY FILE PROVIDE T 13 - PAN UN FR I �X� � WASHER ILUA II W I I II I L --__j L`P_-__j -OPT. BASE CABINET V DN 13R C 4 T-) V BEDROOM 3 = = cv `)Ir� CARPET I 5-0 BI -FOLD 2'r1- 3,-��„ EGRESS I e' CEILING W57 BEDROOM 2 1 CARPET I VAULTED (CEILING I I 2'-102„ 2,-�2„ -I I I �I I 4" 12' 4" EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-4�" 2'-01" -l„ '12'-102" �r J 40" HIGH KNEE WALL W/ PTD. PINE CAP :IT I - I Ln 4" _D FLOOR PLAN EC, -35 {J 4111 (�,,,)HALLWAY STOP & DROP 0 i 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" PTU. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4%7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTE`' (Unless Otherwise Noted, ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 44 1583 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE 'TO THE 2007 FBCR CODE AND AMENDMENTS, ' 5 SHELVES FOR 9' CEILING BA T H �l T �J 2006 SF TILE V DN 13R C 4 T-) V BEDROOM 3 = = cv `)Ir� CARPET I 5-0 BI -FOLD 2'r1- 3,-��„ EGRESS I e' CEILING W57 BEDROOM 2 1 CARPET I VAULTED (CEILING I I 2'-102„ 2,-�2„ -I I I �I I 4" 12' 4" EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-4�" 2'-01" -l„ '12'-102" �r J 40" HIGH KNEE WALL W/ PTD. PINE CAP :IT I - I Ln 4" _D FLOOR PLAN EC, -35 {J 4111 (�,,,)HALLWAY STOP & DROP 0 i 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" PTU. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4%7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTE`' (Unless Otherwise Noted, ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1583 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE 'TO THE 2007 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2006 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M]503) 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 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. BRACINGACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BC51. (1/4')) PANEL TYPE HOUSE WRAP, 7/16" OSB EXFERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" U.C. TO FLOURING 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 01, RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" CONCRETE BLOCK CONSTRUCTION - OCEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 1 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM 'TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL A35EMBLY 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 CN 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY 'TO FIRE WALL BELOW, UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 0 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. �l ofQn.(,.i SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. �'�oataim9a9o�a' J_ o PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. '1/2" INTERIOR co CD ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. �a)) MANUFACTURERS SPECS. 15// FELT PAPER OVER EX r. NUN -BEARING PAR FITIONS TO BE 2x4 �-+��TJ3� 1 GRADE ROOF SHEATHING W/ "FI" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 CD 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS �AI c� MZE- MANUFACTURER AT 24" U.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE 4 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 m �.� Lam_ Q WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R50 BATT/ BLOWN INSULATION AND 7 1/2" INTERIOR DRYWALL FINISH ON CEILING oD ALL WALLS IN TUB AND SHOWER SURROUND AREAS WI fH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FOC2007 OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 8311. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED Q I TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING 'SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) CHECKED TJF DWG.No. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED SCALE AS NOTED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE �1A WINDOW = 5.0 Sq. Ft. SECOND FLUOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR 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 PAIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-8613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN G'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = W -a" 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 WIDTFI = S -o" MIN. CLEAR STAIR WIDTH = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-RG13.2) 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-8613.8) MAX. WINDER DEP rFI = 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 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 8311.5.6.3 FOR GRIP (FBC-8613.8.2) 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.ABC.1.2) METHOD -13 (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, 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 PROCRAM. OWALL & CEILING BE'rWEEN GARAGE AND LIVING 9 MINIMUM SOLAR HEA'r GAIN COEFFICIEN r (SHGC) = 0.85 SPACE 5/8" TYPE °X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITFI 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 & S FRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME 'FIGHT. - FOR C.M.U. WALLS, ALL D/MENSYONS' DOOR FROM C•ARAGE TO HOUSE ARE MEA5'URED FROM FACE OF 1U DOUR 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 FUR SIDING OFr PRECAST CONCRETE SEEP 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 CLOTH `> DRYER VENT (FB0-M15021 FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS' FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDINGG) 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-R1oo1� 13 ATTIC ACCESS HATCH 22"x30° WITH WEATHER - 5'oUAFeE 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 AMERICAN NA TIONAL 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 F C373 GARAGE AERA F TOTAL AREA UNDER ROOF 2006 SF LbJ p-- (.D 01, J 0 0 �l ofQn.(,.i C=) a � ,uj n '. { :.a �. ! Z O Z r � y y� y"`° v e � y o �. �'�oataim9a9o�a' J_ o co CD �a)) viZE=' EWP61 �-+��TJ3� 1 40 ul F=4Y)"�Z � �AI c� MZE- Q P44 Lo F- 0 09W C) � Cil W f 0 LJ J m �.� Lam_ Q a LLI - 7 O -7 oD 2 p Z ~ Q I � -<©n [L �I �-- DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 �1A SHT OF 1'-8^ VARIES 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER VARIES 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'-4^ E LE C/ M ETTE) ���7��q�V(��J �qP &����PU��� SECTION ����v ��� METER ���� - �T������� ��������� 1/2^ NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE I THICK CMV 'DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 5:l2 7/8^ STUCCO_ rLfA,-)/c^ nm3n SURROUND WITH ARCHED HEADER (SEE DETU|) 7/8' -STUCCO 6" WIDE SCORED EID EQ EQ. W/ SMOOTH STUCCO PLASTER LLJ PROVIDE CONTROL VARIES 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER VARIES 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'-4^ E LE C/ M ETTE) ���7��q�V(��J �qP &����PU��� SECTION ����v ��� METER ���� - �T������� ��������� 1/2^ NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE I THICK CMV 'DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 5:l2 7/8^ STUCCO_ rLfA,-)/c^ nm3n SURROUND WITH ARCHED HEADER (SEE DETU|) 7/8' -STUCCO 6" WIDE SCORED EID WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL uu/m/ e' rpm// WALL PROVIDE CONTR0L JOINT 1/2^ STUCCO PLASTER FINISH (Ground Fl. TYP] 72 X96 PATIO DOOR " G WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) |]U U ILI .B. CLASS AREA ON REAR ELEVATION./i. &ON FOR = 1J1.92 S0. F[ (INCLUDES PPO VNNDO�� |` | / El___.E'_VATl0N_"'A". , w 1/4 ,) -- 1 —0 G:12 G:12 . TOP OF PLATE TOP OF PLATE TOP OF WINDOW 00 20"x 28" FIXED WINDOW FIN. SECOND FLOOR 1%6" RAISED STUCCO El SMOOTH FINISH (TYP)�PLASTER FRIEZE TRIM W1 TOP OF WINDOW 36"x8' -O" FIRE RATED SOLID FRONT DOOR b D. El 111mm Mm MAL TM FIN, GROUND FLOOR FIN. GRADE CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT -- PROVIDE C0NTR0 JOINT ENTR'Y G_`_AfHAk_TE ELEV E1 55), ' n __ � — K� / ^� � ,� .. CLASS AREA ON FRONT ELEVATION W= 59.74 3V. F7. FROY—F ELEVATION A � 4 n _- V-0,3 8:\2 8:12 � (? . | _------' 38 HIGH BLACK METAL RAILING CLASS AREA ON SIDE ELEVATION 'B'= 0.33 3Q. F[ (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION 30.FTj FIN. SECOND FLOOR 1^x6^ RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETU|) 7/8' -STUCCO PLASTER EID 0. CLASS AREA ON SIDE ELEVATION 'B'= 0.33 3Q. F[ (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION 30.FTj FIN. SECOND FLOOR 1^x6^ RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETU|) 7/8' -STUCCO PLASTER FINISH PROVIDE CONTROL JOINT 1/2^ STUCCO PLASTER FINISH (Ground F|. TYP,) 1^x6^ RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5''x3'' PREFORMED STUCCO WATER TABLE (SEE DETA|L) PRECAST STUCK -ON 3TONE VENEER PORCH -,OOF CUTTER DRAINED TO STORM TOP OF WINDOW ".-l—WATER PIPE WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO co PLASTER FINISH STONE VENEER FIN. GROUND FLOOR EN T R Y Cy"A - R A(__ I', r E E I E V n , E 6 1/4 _- � __0» Li CA 1/111, 1111,1100 LL_ CPO- ILLJI Ld 1010 17 0 71 _< (---) J DESIGN I DRAWN CHECKED TJF JOB NQ- 905/117 SCALE AS NOTED DATE 06/22/11 3s2A " iF-1 I J IL DI N (]'r )NI- A 1�j 7) 1 � E u I'l (C "' * \ T P 0 F'C I 1 I 0 TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB I - -710N BUILDING ��E u/ STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR ARE NOT DESIGNED IN LIEU ISOLATED FIXTURES, A.A.V. OF CONVENTIONAL ARE MECHANICAL 17 RISERS C� 7 9/'16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 9" EACH E R TOTAL FLR, TO FLR. HEIGHT = 10'-8-3/4" ACTUAL ` SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS 9u r✓ i -R) Fl (T . ]F\)\j / 1 / ^f 13 1 7 -033 VENT THROUGH ROOF, — ANGLE VENT OVER SO AS \ NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i i i VENT THROUGH ROOF, — ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL Yl�" vTR VENT THROUGH ROOF,---\ ANGLE VENT OVER SO A5 NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL LA\ TUB/SH WF L/\ I LI\I VI\ �L PP/-% 1 CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) VENTING. A.A.V. ARE USED FOR VENTING N.T.S.P ARE NOT DESIGNED IN LIEU ISOLATED FIXTURES, A.A.V. OF CONVENTIONAL ARE MECHANICAL DEVICES. L U M B I N-- E R I 12" L/\ I LI\I VI\ �L PP/-% 1 CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) VENTING. A.A.V. ARE USED FOR VENTING N.T.S.P ARE NOT DESIGNED IN LIEU ISOLATED FIXTURES, A.A.V. OF CONVENTIONAL ARE MECHANICAL DEVICES. L U M B I N-- E R D I A G. R A M 9u -R) 9u i C� Cl X17 LbJ C:1 j d Wluj "I •! Z a zo� gcq ,- ®gy -p !4X1 �® " y.® � ik A J_ O LIQ.. ! U) �J D ZZ i� H c V 0 �2fg g � I� � �� -P,z �® Z � t- � -) co zE 1 C) P4 z z f� L1J �/ 0 fes- o 2 to p., E-1 f -- E-+ ® 6�2 ! , C) L) Z 7 V, c•� a W � _— O oz :IL0 9J z� a w 71E -j � E DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 3,3A SHT OF 2" PVC OFFSET - WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING u �l _1( ­_ N D E L E r D E RG 'l PH. 0' J kLjo E R, PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O 6 AC -1I T a 1 Li�* D Vil KITCHEN DINING —! I I 14 FA MICROWAVE / \ ABOVE I FolI R • Lv ----------- ---------------=� - —-------------------------I �. GATHERING ROOM I I i I 14 Di J—BOX FOR COLLECTION OF TELEPHONE, DATA, `►'I I AND TELEVISION WIRING �!------ �— � � — — � FROM OUTLETS WITHIN TE / �_ — _ — UNIT ' 11 —'-� — IF 7 AGE � I II I I I •� /• I II I 1 I -- L_ • � 10 I I- ---- FOYER WD /i PO CH If Il4\ EL CTRL I MgTER It - NICHE - —\ I FIELD LOCATE ELECTRIC PANEL i I I I I I I I I 1 GARAGE OUTLET FOR GARAGE 15 � OPENER DOOR F? Q 1 r 1 F 1 " - 0 R, �j El L E C T Ri I CA L \u L 0 ° r-------------�1 ------------i \I MIA STER SUITE I I I I I I I I I % �J _MA TER BATH • 10 HU \ II 1 I D C , NNECT LAUNDX 100 F� I-1 F_ =r —i co P VIDE ATTIC I L D J I I W I - I LI T W/ SWITCH E} — — _I &— 1 — — �� W. I . C. _ C II I q I ' II I i -------- CD' W. I C, us 133 A TH • lU bi 14 10 BEDROOM 3 I I TEL 2./ 104� N I I I I I I I L— ------ GENERAL ELECTRICAL 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN MAX. BETWEEN INTENT ONLY, IT IS THE ELECTRICAL fFZIM AND ;WITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY C /L REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN J NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM -Y FRONT OR REAR OF THE BUILDINGS. LO CL 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OU -FLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION WATER HEATER CONNECTION 05 REFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. RANGE CONNECTION 05MICROWAVE/ HOOD CONNECTION, MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. WASHER CONNECTION. MOUNT AT 48" A.F.F 0/�\ DRYER CONNECTION. MOUNT AT 48" 9 A.F.F. 00CONNECT SMOKE DETECTOR AND 0 COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, 0 DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O" BELOW COUNTERTOP TO 9 CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE `DOOR OPENER _D EL E _,'T f i\', I C - '/'A L E C C NN F L 0 OF" 1/4 )1 — I )—o)3 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM, VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS Sf IFFY. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8, LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING, 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL Fx"rFRIAR I IC.HTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE 'TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS, ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED, 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN l9 COMBO W SMOKE DETECTOR -�-- WALL MOUNTED - `— LIGHT FIXTURE L p . � li J SWITCH $ Z i WLLJ u CEILING MOUNTED -9- 3 -WAY SWITCH LIGHT FIXTURE Y SWITCHRECESSED CAN { 4 -WAY LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR {� W PROOF FIXTURE w 110 V OUTLET [� FLOODLIGHT T, SWITCHED OUTLET bi FLOURESCENT 7 GFI OUTLET�R LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK [TV] FUTURE FAN T® —) PHONE JACK U ELEC. SERVICE �I PANEL SPEAKER PREWIRE SPm_ CODE SIZED J BOX WITH BLANK COVER Y 'A AS NOTED DATE SHT OF ED W � Ljj J `— L p . � li J 0 Z WLLJ u = V) 'A AS NOTED DATE SHT OF ED W � 0 Z = 0 � � W U w 0~� bi W —) F-- U �- CL DESIGN DRAWN CHECKED DWG.No. JOB No. `'C LE 'A AS NOTED DATE SHT OF ED r 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 1550'SH 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. UNDER SIRS O 14 O (27 /SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U J0 .0 1 5 RANGE HOOD VENTED TO EXTERIOR AND i 4.'1 w Z o W s F- z sLLJv U I 5'_31>> 16 2 �„ -� 7'-11" 1.1��,,, V) � O U w G cJ NAILING SCHEDULE) PROVIDE DRAFT STOPPING w 0_1 0 W Cp _j J I ZLd HOUSE WRAP, 7/16" OSB EXTERIOR Z W G L Q Li W } Q -) <f, U U) z O Q Q ELLw Q 0- cl:� - Z 17 Z S Up U p C•1X Fw- _ U JW 2 _j U ¢ V) L z W V) a � Lj t- I- 2' 6'-8" 'I" W YES FOR 1 HR RATED WALLS _-- QJ 2'-8" 8'-0" 1" R4 SFRAPPING Q) 24" U.C. F�-W�. w 75 ElW17 7) 2050 SH FRAME SINGLE HUNG 24" 60" 241" 60;T" 10.00 NO 3'-0" 6'-8" lH4 SH BLOCK SINGLE HUNG 261" 503 27j" 50d" 9.32 NO 1 W22 lH5SH BLOCK SINGLE HUNG 261' 63" 27j" 63-j" '11.59 NO 45 MIN. W'13 1H6 SH BLOCK SINGLE HUNG 261" 72" 274" 72" 13.25 NO INTERIOR DOOR 8' CLG. TYP. W25 cw� 5) 2438 SH FRAME SINGLE HUNG 28" 44" 281" 444" 8.56 NO APPROVED HOUSE WRAP, FINISHED SOFFIT W26 `2444 SH FRAME SINGLE HUNG 28" 52" 284" 52-j" '10.11 NO 8'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO U tKt' C51 24 SH BLOCK SINGLE HUNG 37" 502" 37j" 50a" 13.01 NO 1') W52 25 SF BLOCK SINGLE HUNG 37" 63" 37j" 63" -16.19 YES SHT OF W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 2'-2" W54 CWD4 2440 SH FRAME SINGLE HUNG 27" 47" 273" 47j" 08.81 NO 1 W55 3040 SH FRAME SINGLE HUNG 36" 48" 36-j" 48j" 12.00 NO MIN. HEADROOM = 6'-8" W 3050 SH FRAME SINGLE HUNG 36" 60" 364'" 604" 15.00 YES INTERIOR DOOR 9' CLG, TYP. WF05W58 8�91 3060 SH FRAME SINGLE HUNG 36" 72" 364" 72 " 18.00 YES 48x50 SH BLOCK SINGLE HUNG 48" 50a" 48j" 50a" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48-j" 63" 21.00 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES @54040 SH FRAME SINGLE HUNG 48" 48" 48j" 48"" 16.00 NO SPECIFICATIONS. HANDRAILS TO TERMINATE W!7 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N11O2.ABC.1.2) METHOD -d (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREAFBC-N1101.1.2.2 ( ) SHALL BE INSULATED WITH R-19 BATT SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WALL &CEILING BETWEEN GARAGE AND LIVING OSPACE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBG-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 DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, UNDER SIRS O 14 O (27 /SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U J0 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 1 5 RANGE HOOD VENTED TO EXTERIOR AND i 4.'1 I- Q REQUIREMENTS ARE 7U BE "TAKEN AS MINIMUM W 13 s m 316 w _U Z p 3 , " 3'-63" t I 5'_31>> 16 2 �„ -� 7'-11" 1.1��,,, L) � SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS , NAILING SCHEDULE) PROVIDE DRAFT STOPPING �C ) 0 w BARRIER PER ASTM C 1063 & APPROVED bi 3' T HOUSE WRAP, 7/16" OSB EXTERIOR V)ZO UNDERLAY UNDER RESILIENT AND WOOD a O FLOORING F� ~ J Q U 0 2 w Y t-- J ( J U V) Q (D Z U 7) W C•1X Fw- Cj U JW 2 _j U ¢ V) L LL. B LABEL W V) U Z LO G-8" 2' 6'-8" 'I" R4 YES FOR 1 HR RATED WALLS _-- QJ 2'-8" 8'-0" 1" R4 SFRAPPING Q) 24" U.C. F�-W�. �J S-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS RATED CONTINUOUS FROM 'TOP OF MASONRY 1C 3'-0" 6'-8" 1 R4 SHEATHING, SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS ADD TRANSOM / ELEVATION U373 AND INSTALLED PER MANUFACTURERS 1D 3'-0" 8'-U" 1 R4 s'OF'e�/��a® PROVIDE 2x4 SPF#2 BOTTOM PLATE & TEMP GLASS FRENCH 18 Lr ROOF CONSTRUCTION (1 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. �Z PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR INTERIOR DOOR 8' CLG. TYP. FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OPROVIDE MIN. R-11 BATT INSULATION IN 2'-8" 8'-0" 1 a" ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) INTERIOR DOOR 9' CLG. TYP- YP.6'-8" VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT L)�� 6'- 8" 1 a" -I WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG. TYP. REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 2'-6" 8'-0" 1 �" 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH :1EO INTERIOR DOOR 9' CLG. TYP. TO BE CEMENT TILE BACKER BOARD PER FBC2007 OTILE 6 INTERIOR STAIRS -`'ITE BUILT FBC 2007 2'-4" 6'-8" 1 3" U tKt' 0 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED 40A 2'-4" 8'-U" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS 1') INTERIOR DOOR 9' CLG. TYP. DESIGN QUADR DRAWN AT/TJF 2'-0" 6'-8" 1 d" IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 8' CLG. TYP, SHT OF 2'-0" 8'-0" 1" MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 9' CLG. TYP. 2'-2" 6'-8" 1 a" OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE INTERIOR DOOR 8' CLG. TYP, THAN 25" 6A 2'-2" 8'-0" 1 MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" INTERIOR DOOR 9' CLG. TYP. MIN. TREAD & NOSING = 10» 2) 1'-6" C-8" '1 FOR WINDOWS MORE 'THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" INTERIOR DOOR 8' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH - 3'-0" INTERIOR DOOR 9' CLG, TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER S'T�AIR-j FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLUOR 20'-0" 6'-0 I 2 5'-2�" 2 SEE DRAWINGS P A CI 0 BY CABINET MFR FOR 10'-0"x 8'-0" �'A KITCHEN CAB ul 'RETE 2 � 3 ELEVATIONS DA ( )o>_4" ._ W53 W53 rnoo 6080 PATIO DOqr r-� r^•ICK) ,. - -I b vV-I 5'- 6T6 31Ie -6„ I DINING ROOM - r1) TILE I I 42"x42" I r.lco I I S I L- -J K I TC TILE SD6 I z a 6) I I I I in I 1 R I I I I : HIGH -- SN/CK BAR CURVED ARCH PROVIDE WALK-IN PANTRY U a- 0 Z rn ti t U w Li � U J � � Z 0 � Y'S CL 6 �` ¢ 5'-10" 1 3'-102„ 5'-616„ a < - 16" DROPPED L7 BULKHEAD - - - - v VER TOILET rr o v) C7 2 <L �F)WD. UP 178 II l•1A \L� TILE a� �I cI moi' 14 2 - 1 } 2'-9 I CV c`' f MIRROR FOYER r�� _ TOP �I TILE I �c DRO I HWT CI1 101co PROVIDE PAN N UNDER 316 6'-10 �� » 2'-72„ 7'-0 11HW1 2'-6" 3„ _ I �Irp I f)ILn 1 D c11 t- SHUTTER 1r) PANELRIC �j A R A �� E O DETAIL 1 SEE LOC. SEE SEE SHT rr11 -G :5.2B P V R H SHTSTRICAL 12'-2 1c6 316 <r V' In I 78„ 1 r.Icr� , c-' C11111 2 1 ELECTRIC -- ----- METER NICHE IN I-. 7.' „ �Ic�l a - I tr W22 HUTTERS SEE SHT 2.2A LINE OF SYNTHETIC -STONE WAINSCOT (3'-613 I I L - LINE OF FLOOR ABOVE - - - - - 8'0"x17'0" O.H. GARAGE DOOR 8'-o" 1 F1 IF'Z T FL -0 1 0 1 R' P I A N o ~rf)ItX_> GD6 EGRESS �60 x42"x20 -\ - - - - - - -, SOAKER TUB) 1 \ / I - 'I -----------f t I I I I I - I- I _ �j I I I I IM A ITER JU;I TFI C T LZX34� CARPET I I J----------1 I 9' HIGH COFFER \ I MASTER 72� _------------1 BATH OASIS TI LE MIRROR I DN 5/8 TYPE X T`� HIGH KNEE I� A OVER PTD. PINE WALLS W/ PTD. LEDGE W/ 1" N Y ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, UNDER SIRS O 14 O (27 /SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND J0 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 1 5 RANGE HOOD VENTED TO EXTERIOR AND i 4.'1 I- Q REQUIREMENTS ARE 7U BE "TAKEN AS MINIMUM a) n 13 s m 316 w _U Z p 3 , " 3'-63" t I 5'_31>> 16 2 �„ -� 7'-11" 1.1��,,, r•--, � SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS , NAILING SCHEDULE) PROVIDE DRAFT STOPPING �C ) w BARRIER PER ASTM C 1063 & APPROVED � J O c �5�1-�„ 3' T HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING L� J e . Q U 0 ENGINEERS SPECIFICATIONS) R1.5 BATT n STORNGE- _ INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE C. J RATING OF 1 HOUR WHERE LIMITING DISTANCE l � � CONCRETE BLOCK CONSTRUCTION - 0 CEMENTITIOUS FINISH C•1X __-- GATHERING ROOM �(� JW cl, _j U ¢ HEADROOM _ W LO J < Ca IZ 3'- 11 � CARPET T ) 15'-6.1� ¢ J CL) "rte z PIED TO CONTINUOUS BOND BEAM AT 'TOP W F- _-- OF WALL. 1x2 PRESSURE 'TREATED - D � W STRAPPING AT 24° U.C. T -NAILED IN TU SFRAPPING Q) 24" U.C. F�-W�. REFLECTIVE INSULATION (R-4.1) 1/2" RU o 7 HOUR SHAFT INR SYSTEM PARTY WALL L C]< SECOND FLOUR PARTY WALL 'TO BE 2 FIRINTERIOR a- 0 Z rn ti t U w Li � U J � � Z 0 � Y'S CL 6 �` ¢ 5'-10" 1 3'-102„ 5'-616„ a < - 16" DROPPED L7 BULKHEAD - - - - v VER TOILET rr o v) C7 2 <L �F)WD. UP 178 II l•1A \L� TILE a� �I cI moi' 14 2 - 1 } 2'-9 I CV c`' f MIRROR FOYER r�� _ TOP �I TILE I �c DRO I HWT CI1 101co PROVIDE PAN N UNDER 316 6'-10 �� » 2'-72„ 7'-0 11HW1 2'-6" 3„ _ I �Irp I f)ILn 1 D c11 t- SHUTTER 1r) PANELRIC �j A R A �� E O DETAIL 1 SEE LOC. SEE SEE SHT rr11 -G :5.2B P V R H SHTSTRICAL 12'-2 1c6 316 <r V' In I 78„ 1 r.Icr� , c-' C11111 2 1 ELECTRIC -- ----- METER NICHE IN I-. 7.' „ �Ic�l a - I tr W22 HUTTERS SEE SHT 2.2A LINE OF SYNTHETIC -STONE WAINSCOT (3'-613 I I L - LINE OF FLOOR ABOVE - - - - - 8'0"x17'0" O.H. GARAGE DOOR 8'-o" 1 F1 IF'Z T FL -0 1 0 1 R' P I A N o ~rf)ItX_> GD6 EGRESS �60 x42"x20 -\ - - - - - - -, SOAKER TUB) 1 \ / I - 'I -----------f t I I I I I - I- I _ �j I I I I IM A ITER JU;I TFI C T LZX34� CARPET I I J----------1 I 9' HIGH COFFER \ I MASTER 72� _------------1 BATH OASIS TI LE MIRROR I DN HALLWAY C ART NICHE / LIN -\�,l 14 AHU I �L 42" HIGH KNE -WALL W/ TEM GL ENOL, I (.9 �, 3 I DOUBLE LI) DOORS I I Z 1;' `' LAUNDRY I '\ I jl c TILE - r - PROVIDE I PAN UNDER W. I . �� . II n i- j D I W --L--WASHER CARPEL" II II 1„ I 5'- 3 II 5„ 6'-32 3 -3 ' -'4 I- -- EI -- - -I- --JI- - L_ 01pT j � P -P � S-A - - - I -+-- --- W04 C c,MIRROR LAUNDRY BO48„ DRYER BOX BAT TILE CU 13 BEDROOM 2 CARPET 21 �I, 2„ 3,-3„ 5'_o� 34„ EGRESS �) SD6 J b W97 i <z c >_ C ~ I I <f, _L f` Cil 1 ; BEDROOM 3 ��� rr) CARPET v I GL. 0 r 0wm ---------_._-I UOw W W L V) V) cV <t EGRESS I 148"X63" -41„ 5'-52„ GARAGE ROOF BELOW --- ----------------- 6'-'l 01 2,-3 1 U'-10" 0` R PLAN S') E -0 N 1) FL 0 1/4 � 17 _093 OPTIONAL CANNED LIGHT PROVIDE 1/4"xl" 42" HIGH KNEE 17R OVER PTD. PINE WALLS W/ PTD. LEDGE W/ 1" PROJECTION ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, PINE CAP O STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, (27 /SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 1 5 RANGE HOOD VENTED TO EXTERIOR AND ,_.. I I- Q REQUIREMENTS ARE 7U BE "TAKEN AS MINIMUM a) n -ICV w _U Z p APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED O FINISHED TEXTURED COATING PER BUILDERS r•--, f() SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS , NAILING SCHEDULE) PROVIDE DRAFT STOPPING �C ) EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED � J O c �5�1-�„ 3' T HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING L� J e . ENGINEERS SPECIFICATIONS) R1.5 BATT 17 cl Ir m pw INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE U cn RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS "THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - 0 CEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF V)o HALLWAY C ART NICHE / LIN -\�,l 14 AHU I �L 42" HIGH KNE -WALL W/ TEM GL ENOL, I (.9 �, 3 I DOUBLE LI) DOORS I I Z 1;' `' LAUNDRY I '\ I jl c TILE - r - PROVIDE I PAN UNDER W. I . �� . II n i- j D I W --L--WASHER CARPEL" II II 1„ I 5'- 3 II 5„ 6'-32 3 -3 ' -'4 I- -- EI -- - -I- --JI- - L_ 01pT j � P -P � S-A - - - I -+-- --- W04 C c,MIRROR LAUNDRY BO48„ DRYER BOX BAT TILE CU 13 BEDROOM 2 CARPET 21 �I, 2„ 3,-3„ 5'_o� 34„ EGRESS �) SD6 J b W97 i <z c >_ C ~ I I <f, _L f` Cil 1 ; BEDROOM 3 ��� rr) CARPET v I GL. 0 r 0wm ---------_._-I UOw W W L V) V) cV <t EGRESS I 148"X63" -41„ 5'-52„ GARAGE ROOF BELOW --- ----------------- 6'-'l 01 2,-3 1 U'-10" 0` R PLAN S') E -0 N 1) FL 0 1/4 � 17 _093 OPTIONAL CANNED LIGHT PROVIDE 1/4"xl" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, PTD. WINDOW CASING PTD. BASE BOARD 4" 2,-10„ 4„ i` T� 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. HALLWAY s_roP & DROP CONSTRUCTION NOTES (Unless Otherwise Noteg ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1538 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, COVERED PORCH AREAIAF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, (27 /SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 1 5 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE 7U BE "TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED O 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. HEIGH r (SEE. STRUCTURAL ENGINEERS SPECIFICATIONS) R1.5 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 - 0 CEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' '(HICK PRIMED 3 SLAB UP 'TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8° NOM. PER UL ASSEMBLY 0905. FBG 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 'TU PIED 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° U.C. T -NAILED IN TU SFRAPPING Q) 24" U.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) 1/2" 19 7 HOUR SHAFT INR SYSTEM PARTY WALL DRYWALL FINISH, 'TOTAL R -VALUE SECOND FLOUR PARTY WALL 'TO BE 2 FIRINTERIOR RATED CONTINUOUS FROM 'TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF I I SHEATHING, SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS S BEARING PARTI FIONS 2x4 SPF#2 U "16" O.C. I •w s SILL SPEC, , FOR 2 STORIES TO 10'-0" MAX HEIGHT. � a _j s'OF'e�/��a® 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. L_ MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PART( TIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. �Z PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR co co FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OPROVIDE MIN. R-11 BATT INSULATION IN II II PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) I-- VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT L)�� HALF OF REQUIRED VENTILATION AT EAVE AND HALF -I WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND _ 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH :1EO TO BE CEMENT TILE BACKER BOARD PER FBC2007 OTILE 6 INTERIOR STAIRS -`'ITE BUILT FBC 2007 R702.4.2 8311.5 U tKt' 0 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED I- J N TO 2x8 HEADER & P.T. 2x4 PLATE PER 0 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS 1') (FBC-R310) DESIGN QUADR DRAWN AT/TJF MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) 'TREADS SHALL BE 2x12 SPF#2 RIPPED JOB No. 905/117 IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE SHT OF 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 I MIN. TREAD & NOSING = 10» 2) MINIMUM WINDOW SILL HEIGHT (FBC-8613.2) 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 FLIGHTOF 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 S'T�AIR-j FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLUOR 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 OF THE EXTERIOR WALL FINISH OR WATER HAND RAIL - FBC 8311 5 6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH OSURFACE 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 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 8311.5.6.3 FOR GRIP FBC-R61 3.8.2) 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" 8:511.5.6.2 CONTINUITY IN WIDTH WALLS BACKING ONTO ATTIC 8 06) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N11O2.ABC.1.2) METHOD -d (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREAFBC-N1101.1.2.2 ( ) SHALL BE INSULATED WITH R-19 BATT INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WALL &CEILING BETWEEN GARAGE AND LIVING OSPACE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBG-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 YC AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALL.S, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOUR 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. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM 'TREAD 9" DIMENSIONS ARE MEASURED FROM IN51DE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M15Q2) FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 7/8" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDING ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUcr LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', 6c 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC A(;CESSF '-8'10 IZ � 13 ATTIC ACCESS HATCH 22x30° WITH WEATHER - S(1UARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUa FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVATION) AS OUTLINED INSULATION BACKING. IN AMERICAN NA RONAL STANDARDS INSTITUTE INC. (AN -51 L765-2003) V-10" 1'-2» 41 2,-1-1 DRYWALL j KNEEWALL w ��RAI�SED EN EAKFAST" BAR SECTION ul AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREAIAF GARAGE AERA (27 /SF TOTAL AREA UNDER ROOF 1853 SF C t� 1'1 C) 0 Lil Ir d I I \ee�sioa:`�srarr�®��' J d I •w s SILL LU CD 'Piw6. 9 'o �5 (Y.4 'J.0 � a _j s'OF'e�/��a® z z'111ii1B119i1%�'®�1 J_ O LL_ ;N CD Q 4 L_ zco 0 z �Z N H z .--, �O O CL co co II II z z CAP, I-- ®P4cqE=1 L)�� W 0 -I LL"_ Ljj I _ OZ o0 :1EO Z I-_ �0� � U tKt' 0 $a � In � I Q ... 0 I- J N w Q © 0 O n_ DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 4. 1 A SHT OF - f7 i c•1 I r) i 3/4" RECESS — ZEE= SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS VARIES i 7„ r 3" 4" SCALE 2: 1 10" WIDTH Cv 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER f) I cel I _ �r) r� I r�) 4 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS I :cc 21-4" - J 7 EQ. I EQ. LJ I - — = EQ, r�) I EQ. 3' 4" V) c�. Z VARIES 3 .� f 3„4 y” -i-i _ SCALE 2: 1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER - f7 i c•1 I r) i 3/4" RECESS — ZEE= SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS VARIES i 7„ r 3" 4" SCALE 2: 1 10" WIDTH Cv 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER f) I cel I _ �r) r� I r�) 4 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS I :cc 21-4" 1-1 -1r, A ---*, i rJrrE U N METER E) NIC LE 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ? . PARTY WALL PROVIDE CONTROL JOINT 7 x72 . 37"x72" 72"x96" PATIO 1/2' STUCCO DOOR ; PLASTER FINISH (Ground FI. TYP.) ; 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & '8'= 124.48 SQ. FT 6:12 1/2" NOM, STUCCO :.[ .• PLASTER FINISH 7/8" STUCCO :. PLASTER FINISH (2nd FI. TYP.) ' ELECTRIC METER NICHE , -THICK CMV SMOOTH FINISHED 7:1.2'' •; " WINDOW AND DOOR "DIA. CONDUIT TO SURROUND DETAIL W/ UN THROUGH CMU FLAT HEADER (SEE l OLLOW CORE DETAIL) 24"x63" PREFORMED _ STUCCO PANEL SHU _ (SEE DETAIL) ; 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) " 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ `. Ealli SMOOTH FINISH E,��.:,• 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE E71 El [a 5"x3" PREFORMED STUCCO-—, T I WATER TABLE (SEE DETAIL) t PRECAST STUCK -ON _ STONE VENEER VENEER 'UNIT ELEV E_ E N T F\'Y J 0 1 N I N(]"� 1/4 PAIRED W/ E3 E4 IGLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. TOP OF PLATE -i•OP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. `-;ECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1 -OP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR F'Phu ONT ELEVATI O-N__99A)9_ iii,. _ i o C] I co FIN. GRADE, 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) T "'ARAG'CE ELE'v 1�[l "N'l RZ Y "C' -T f E4 1/4 - J 7 EQ. I EQ. LJ I rz tr VARIES 3". 7" 3",�}" SCALE 2:1 Cil 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 1-1 -1r, A ---*, i rJrrE U N METER E) NIC LE 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ? . PARTY WALL PROVIDE CONTROL JOINT 7 x72 . 37"x72" 72"x96" PATIO 1/2' STUCCO DOOR ; PLASTER FINISH (Ground FI. TYP.) ; 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & '8'= 124.48 SQ. FT 6:12 1/2" NOM, STUCCO :.[ .• PLASTER FINISH 7/8" STUCCO :. PLASTER FINISH (2nd FI. TYP.) ' ELECTRIC METER NICHE , -THICK CMV SMOOTH FINISHED 7:1.2'' •; " WINDOW AND DOOR "DIA. CONDUIT TO SURROUND DETAIL W/ UN THROUGH CMU FLAT HEADER (SEE l OLLOW CORE DETAIL) 24"x63" PREFORMED _ STUCCO PANEL SHU _ (SEE DETAIL) ; 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) " 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ `. Ealli SMOOTH FINISH E,��.:,• 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE E71 El [a 5"x3" PREFORMED STUCCO-—, T I WATER TABLE (SEE DETAIL) t PRECAST STUCK -ON _ STONE VENEER VENEER 'UNIT ELEV E_ E N T F\'Y J 0 1 N I N(]"� 1/4 PAIRED W/ E3 E4 IGLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. TOP OF PLATE -i•OP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. `-;ECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1 -OP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR F'Phu ONT ELEVATI O-N__99A)9_ iii,. _ i o C] I co FIN. GRADE, 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) T "'ARAG'CE ELE'v 1�[l "N'l RZ Y "C' -T f E4 1/4 LJ ^(D P� f -y U U) Lai II �W w, °r c0®� 7 sLLA•U r JY d V (n 00 -4 z -w 0) E-4 U) E_ E_ L I! o Z En w W a��z PL, 0 w F- c U � w o 1 -r Z V) u Et < V) 7 ou J:0 Q V) > V 0 W U � Lei �-.�� `'�•� h ® U o C t- DESIGN QUADR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 I 2A 4. SHT OF - I 'i•(P (lF FSI ATF 2; LA GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS C9 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIR_, �'A I R-) B)) 1/4 0 99 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR I I I VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL L•- 1 -I 12' - I - I I 2" VTR I I I I 3.T. ECO L/\ILI\I VI\ `G YY/I I/ CLEANOUT LOCATED A MAXIMUM OF 5'-O" FROM FACE OF BUILDING NOPE: AIR ADMITTANCE VALVES (A.A,V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. k 1. )'E'P D I A(L i'l r R A M P LIU, M B I N G- I R I V�- \') ,AN MAY 13E MIRROR IMAGE -)B U I L D I N'( --'1'C 1/4 ( ----I �(---'E C IF 10 N "OP OF PLATE FOP OF WINDOW -1N. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE co U/S OF FOOTING 2.a! G— L (D a -- n (j) Ld V �y Fl�L a 2 CA a63 n� � 7' Z e ILL. o ---_ a !� o ���p Z Ld _,4El �W� w �CIL z PH � C) U F-- Ld 1.1 Z Z 077— 1001 I-_ O Z < W > �j C) LLIJ U :2 J N w Q O T O U I= _ — CL DESIGN QUADIR DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 4,3A SHT 0F 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM - 2" PVC WITH 150 AMP -� (3) #2/0 THHN PANEL — ALUMINUM • J 150 MP METER 2/0 ALUMINUM DI C. SERVICE CABLE #4 COPPER GROUND PER NFPA 70 = ARTICLE 250: GROUNDING AND BONDING Eli I r C IF"I F\'\i " IF F L 0 -01 E L E C' IT I Ri I 'A L 1/4 )1 — 1 )_099 L --------------------- 3" MAX. BETWEEN TRIM AND SWITCH C/L-$— 6R •=Y C) U Lr) FL TYPICAL LIGHT ;WITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 0 AIR HANDLING UNIT CONNECTION 0 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION MICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. SWITCFIED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F DRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND 100 COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. J BOX FOR COLLECTION OF TELEPHONE, 11 0,, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER 14 1? ( ' D !I � , : 1R.'Cif,- ("T"� '� �ICAL 1/4 )) ® 1 9 —0", GENERAL ELECTRICAL N I (-) T I--- 2" = 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY, IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS, 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRAC'T'OR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11, FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. '13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 'I4. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS, LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT 1 lV 0'I'E: 01JUL09 1, ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ Q SMOKE DETECTOR EXAUST FAN LJ I-- COMBO SMOKE DETECTOR WALL MOUNTED - 0 LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH LIC TT FIXTURE 4 SWITCHRECESSED ' CAN -WAY LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR PROOF FIXTURE I— CZ 1 10 V OUTLET Q FLOODLIGHT SWITCHED OUTLET (nr= I FLOURESCENT C� GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE 6c PRE WIRE FOR TV JACK FUTURE FAN TV PHONE JACK ELEC. SERVICE 0 —j PANEL SPEAKER PREWIRE sPm- CL CODE SIZED J BOX Q WITH BLANK COVER I—h.p �I LJ I-- 0 0 I— CZ Lr V) LIJ 0 —j CL Ld I—h.p �I 1-1 z W LdLY] LLI� 0 z =a z~ p LL] i-- 1 Y -j N w O b ® a - CL F - DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 4AE SHT OF WINDOW SCHEDULE N OTES: 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. GI-IIGI-I FG, ,13, '16 3 -116 J a WINDOW Ld 9'-103„ 7p' �T=�� p W G Q U = I T Cl W W V) V) - p�---- BEDROOM 3 N_ F-- r _ CU �< IN - - W W Li m J ZG p L W 2 w W Z Z Lij W PANEL J Q L S W w 0 L CJ DL O < S f- 0 0 U O Z w w F_ I- S ` V) W p0 <L J W w Or {- F_ L C) ci W W DRYWALL c W F- o Z D Z Q CC O Z - W 0 Z WI / 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1 A W21 owil 1H4 SH BLOCK SINGLE HUNG 261" 508" 2-1 x" 508" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 261' 63" 274" 634" 11.59 NO R4 W2I1H6 SH BLOCK SINGLE HUNG 261" 72" 27 " 72" 1;5.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28"" 44"" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524'" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG L8° F,0" 2aj" 60"" "11.67 NO 1 8" W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 502" 13.01 NO EXPOSED FLOOR TO EXTERIOR 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 5 W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 361" 484" 12.00 NO R311.5 W57 3050 SH FRAME SINGLE HUNG 36" 60" 36J" 60;x" 15.00 YES SHT W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES WY 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO = 44" ABOVE FLOOR W97 4050 SH FRAME SINGLE HUNG 48" 60° 48 j" 604" 20.00 YES 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 FLUOR FOR WINDOWS SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) MIN. CLEAR STAIR WIDFH = 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" AT ANY POIN r 4.) FLASFIING SEALAN T5 ANU WEATFIERSTRIPPING (FBC-R613.8) 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 /L _ JS'_5" CY 3'-22,. 5'-2r' q. -8" GI-IIGI-I FG, ,13, '16 3 -116 J a WINDOW Ld 9'-103„ 7p' �T=�� p :5: U 15 _j c\l ILJT,PE Qv r---- �l EQUIPPED WITH BACK DRAFT DAMPER. - p�---- BEDROOM 3 Y °.fl Fes- L~i I�- _ c m ;_ �< IN - - -SLOPED W - (-)0 ELECTRIC ZG 0- cr) C111\ n < I w p `J z 7 /2"Jp PANEL 0 I AHl W z -71 CJ r) o Ld m uo LOC. SEE V) L p p W V) J F_ I- _j J I- - - - -I 00 w W I_ J <L U EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q Q1_ L T c� U -IJ W DRYWALL C1 Q p a i w S Z F 1 d Li w U) 0 Z UNDER STAIRS Y �Y 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 'TO 1 A 2'-8" 8'-0" 1 R4 TIED 'TO CONTINUOUS BUND BEAM AT 'TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR '1 FIR RATED WALLS BLOCK. FI -FOIL AA -2 VAPOR SHIELD iC 3'-0" 6'-8" 1 i" R4 2 HOUR 1,,HAFT LINER SYSTEM PARTY WALL a ADD TRANSOM / ELEVATION Y S-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT FIRE WALL BELOW, TO UNDERSIDE OF ROOF OE 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS G 2'-8" 6'-8" 1 3" FOR 2 STORIES TO 10'-0" MAX HEIGHT. cn Z ow Y INTERIOR DOOR 8' CLO, TYP. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 2'-8" 8'-0" 1 8" ROOF COVERING AS SPECIFIED INSTALLED PER INTERIOR DOOR 9' CLG. TYP. Ld� Y 2'-6" 6'-8" 1 8" GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 11PF#2 OR 24 SPF#2 q 24" U.C. INTERIOR DOOR 8' CLG. TYP. PRE-ENGINEERED ROOF TRUSSES BY TRUSS Yi 2'-6" 8'-0" 1 a" EXPOSED FLOOR TO EXTERIOR V) INTERIOR DOOR 9' CLG. TYP. E3 U 2'-4" 6'-8" 1 8" FLOORS BETWEEN CONDITIONED AND W I ROOF VENTILATION INTERIOR DOOR 8' CLG. TYP. UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) C4Y2'-4" VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE 8'-U" 1 8" HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 9' CLG. TYP. Z 5 2'-0" 6'-8" 1 8" REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 8' CLG. TYP. p Ld 2'-0" 8'-0" 1 8" Q IIS -SII 21 INTERIOR DOOR 9' CLG. TYP. 0 5 �J 2'-2" 6'-8" 1 d" R311.5 DWG.No. INTERIOR DOOR 8' CLG. TYP. 1,) STRINGERS SHALL DE 2x12 SPF#2 (P.T. 63 2'-2" 8'-0" 1 8" 5.1 SHT INTERIOR DOOR 9' CLG, TYP. Y) 1'-6" W-8" 1 g" (FBC-8310) INTERIOR DOOR 8' CLG. TYP. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED YYP 1'-6" 8'-0" 1 8" DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 9' CLG. TYP. WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF/12 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 5'- 4" AY3 AC W53 W53 T)Ico I, 21'-0" 10'-0" I. 5'-8„ PATIO 10'-0"x 8'-0" CONCRETE GATHERING ROOM 6080 PATIO DOOR 42" HIGH KNEEWALL W/ c8 313- 6" PTD. PINE GAPPED 31> �'" 2,-6 3 „ ,,, 1'-78 l 1 7'-'1" 3'-T 6" HIGH FG. HRWINDOW T.A.PASS TU - U F.A. _ - _ _-_ -----Y 1 J1 I Y-�' � I- 1-1-1 1 DWI -I � L) N c,1 Y s,�- \\ FOYER tib TILE _j�c< �_ 1-lcl�' \\\\moi m� I Y I 0 �w I I SI r- \\�'/ 10D ct - -1N C3� K I T C, H E N r. o -> \ a U \ cel Q I - ----- - - - Ld _ - - FLUSH BREAKFAS r A W2Y �`� z E I- --o .1a r r- � BAR Ca mm I I S V,, Z) rr w I R I ��' � o VV) I 15' - 7.T6 <t _ �-- -� 1 5'-0" SEE DRAWINGS BY CABINET 7Y PAN. MFR FOR UP 178 KITCHEN CAB 03 �Y; - � 6 ELEVATIONS rr) W92 MIRROR Y 4 DINING ROOM 7 -IW �) WDY TILE r , /� " TILE 32 <� DOOR L / ILAlJFD J 8" DROPPED `r- 0 • j) Ica Y W98 CV COVERED PORCH AREA /L _ JS'_5" CY 3'-22,. 5'-2r' q. -8" GI-IIGI-I FG, ,13, '16 3 -116 J a WINDOW 9'-103„ 7p' �T=�� p :5: I�OP'r. 11 0- o 15 _j c\l ILJT,PE Qv r---- �l EQUIPPED WITH BACK DRAFT DAMPER. - p�---- BEDROOM 3 Y °.fl Fes- L~i I�- _ c m ;_ �< IN - - -SLOPED a: - (-)0 ELECTRIC ZG 0- cr) C111\ n < I w �Ic,) i `J z 7 /2"Jp PANEL 0 I AHl W z -71 _ BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR r) o uo LOC. SEE m a m FLOURING 10'-0" MAX. HEIGHT (SEE STRUCTURAL BARRIER PAN I I- - - - -I 00 w 5/8"TYPE "X" f ' INSULATION, 1/2" INTERIOR DRYWALL FINISH. T cn EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LLLJ WALL UNDER HWT -IJ V) N Q 42" HIGH KNEEWALL W/ c8 313- 6" PTD. PINE GAPPED 31> �'" 2,-6 3 „ ,,, 1'-78 l 1 7'-'1" 3'-T 6" HIGH FG. HRWINDOW T.A.PASS TU - U F.A. _ - _ _-_ -----Y 1 J1 I Y-�' � I- 1-1-1 1 DWI -I � L) N c,1 Y s,�- \\ FOYER tib TILE _j�c< �_ 1-lcl�' \\\\moi m� I Y I 0 �w I I SI r- \\�'/ 10D ct - -1N C3� K I T C, H E N r. o -> \ a U \ cel Q I - ----- - - - Ld _ - - FLUSH BREAKFAS r A W2Y �`� z E I- --o .1a r r- � BAR Ca mm I I S V,, Z) rr w I R I ��' � o VV) I 15' - 7.T6 <t _ �-- -� 1 5'-0" SEE DRAWINGS BY CABINET 7Y PAN. MFR FOR UP 178 KITCHEN CAB 03 �Y; - � 6 ELEVATIONS rr) W92 MIRROR Y 4 DINING ROOM 7 -IW �) WDY TILE r , /� " TILE 32 <� DOOR r - 1'-2 ELECTRIC METER NICHE OGARAGE LINE OF FLOOR ABOVE I N I I I I I I y I � I I 16'0"X7'0" O.H. DOOR 100 1-_ 0 LINE OF SYNTI�IETIC STONE WAINSC T Lo 20'-'1" 12 1 5'-4 11'-62„ 4'- 1 „ 7D6 TEMPERED GLASS W57 W57 W55 AB OVE U B -------------- - ------------ U M ATER 'U I SFE I ICARPET I I 78 I I I I BATH OASIS o TI LE o I I I G T CO � ' HIGH COFFER �7---�------ -- ---y 76 "`� c'--------_ F`A'G'-- /7- m X z I HIS _ 0 01 `c) m `L I I - Ir mow w ii PROVIDE Y PAN UNDER I Iv I L o o 11 WASHER Lr) \\ 1 a I W. I<C. W57 I 0 I - Q r HER I w I W,,I.� I - I Y 11 W L / ILAlJFD J 8" DROPPED FIRST FLOOR AREA 0 ----- Ica Y LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP COVERED PORCH AREA /L _ JS'_5" CY 3'-22,. 5'-2r' q. -8" cwn 1 ,13, '16 3 -116 C - 9'-103„ 7p' �T=�� p RANGE HOOD VENT (FBC-M1503). I�OP'r. 11 0- o 15 RANGE HOOD VENTED TO EXTERIOR AND c\l ILJT,PE Qv r---- �l EQUIPPED WITH BACK DRAFT DAMPER. - p�---- BEDROOM 3 Y °.fl S FORAGE _ c m ;_ Ta CF IN - - -SLOPED SU13FLOOR AND FLOOR TRUSSES 3/4" T&G ON PRE-ENGINEERED - (-)0 ELECTRIC ZG SUB -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS C111\ n < I I CEILING I `J z 7 /2"Jp PANEL NAILING SCFIEDULE) PROVIDE DRAFT STOPPING I AHl W z -71 _ BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR `PROVIDE I PROVIDE LOC. SEE FLOURING 10'-0" MAX. HEIGHT (SEE STRUCTURAL BARRIER PAN I I- - - - -I 17 O 5/8"TYPE "X" SHT E5.1 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE WALL UNDER HWT -IJ DRYWALL CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH Y 2 HOUR MASONRY PARTY WALL I 1 d GROUND FLOOR PARTY WALL FROM TUP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 UNDER STAIRS Y SLAB UP 'TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, d" NUM. r - 1'-2 ELECTRIC METER NICHE OGARAGE LINE OF FLOOR ABOVE I N I I I I I I y I � I I 16'0"X7'0" O.H. DOOR 100 1-_ 0 LINE OF SYNTI�IETIC STONE WAINSC T Lo 20'-'1" 12 1 5'-4 11'-62„ 4'- 1 „ 7D6 TEMPERED GLASS W57 W57 W55 AB OVE U B -------------- - ------------ U M ATER 'U I SFE I ICARPET I I 78 I I I I BATH OASIS o TI LE o I I I G T CO � ' HIGH COFFER �7---�------ -- ---y 76 "`� c'--------_ F`A'G'-- /7- m X z I HIS _ 0 01 `c) m `L I I - Ir mow w ii PROVIDE Y PAN UNDER I Iv I L o o 11 WASHER Lr) \\ 1 a I W. I<C. W57 I 0 I - Q r HER I w I W,,I.� I - I Y 11 W L / ILAlJFD J 8" DROPPED FIRST FLOOR AREA 693 SF `s' X TILE BULKHEAD T C Y LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP COVERED PORCH AREA /L _ JS'_5" CY 3'-22,. 5'-2r' q. -8" cwn 1 TOTAL AREA UNDER ROOF - fi OPT. 3 C - BASE CABINET 5° 52„ �T=�� p RANGE HOOD VENT (FBC-M1503). I�OP'r. 11 0- o 15 RANGE HOOD VENTED TO EXTERIOR AND c\l ILJT,PE Qv r---- �l EQUIPPED WITH BACK DRAFT DAMPER. - p�---- BEDROOM 3 Y °.fl MICROWAVES LOCATED ABOVE A COOKING _ - - - CARPET V) J w c m ;_ APPLINCE SHALL COMPLY WITH UL923 LG c�AT 16 SU13FLOOR AND FLOOR TRUSSES 3/4" T&G ON PRE-ENGINEERED od W ZG SUB -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS n < Ur MANUFACTURER. (SEE STRUCTURAL ENGINEERS `J z 7 /2"Jp O NAILING SCFIEDULE) PROVIDE DRAFT STOPPING I AHl W z f) 7)21 C� U WALK-IN T E 0i - LINEN � 6 3 3 31. ir) - - DN 17R o C r TILE - _ r7 �I1 - \ (3 \/ \/ W25 sz U BEDROOM 2 I_ L- CARPET/- 1 Z 9FT. HIGH RAISED CEILING A 11 as 0n J i3 Q W I O w J o c) `w - I I I I V/ ULTED CEILIN1 EGRESS Irl 36"X 74" ROOF BELOW W27 ARCH TOP W27 2„ 2„ 4„ 13,-2'1 7'- 0 L1,_0„ 16'-4" 1 2'-6" 20'-0" p E C 0' -�1 O �� L am/ 10 R, PLAN - 1/4 1)_0 F F L 0 -0 R P LA. ------ wHALLWAY - 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 uo =r ;r 3'-8" 1'-2" 42 2,-.1�„ DRYWALL j KNEEWALL- c) CA) KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS ANSI CONSTRUCTION NOTES (Unless Otherwise Noted). FIRST FLOOR AREA 693 SF SECOND FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 Y LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP COVERED PORCH AREA ADHERE TO THESE PLANS AND SPECIFICATIONS AND 'TO GARAGE AERA SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & TOTAL AREA UNDER ROOF 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 1 CEMENTITIOUS FINISH 16 SU13FLOOR AND FLOOR TRUSSES 3/4" T&G ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS SUB -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTI'f10U5' APPLICATION OVER EL_ NAILING SCFIEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE _ BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/W'FCA BCSL (1/4') PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS U 16" O.C. TO FLOURING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMI rING DISTANCE IS LESS THAN S-0" CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH Y 2 HOUR MASONRY PARTY WALL FINISHED 'TEXTURE COATING PER DUILDERS 1 d GROUND FLOOR PARTY WALL FROM TUP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 U SLAB UP 'TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, d" NUM. 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 'TO STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TIED 'TO CONTINUOUS BUND BEAM AT 'TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL, 1x2 PRESSURE TREATED -f RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" U.C. T -NAILED INTO STRAPPING C0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD d" ,,���Tllil9111// !_! �q dry+01 n REFLECTIVE INSULATION (R-4.1) 1/2"153 CA 2 HOUR 1,,HAFT LINER SYSTEM PARTY WALL a INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLUOR PARTY WALL 'TO BE 2 HR J 0 _ (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 C) o 0373 AND INSTALLED PER MANUFACTURERS Y BEARING PARTITIONS 2x4 SPF#2 0 16" U.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. cn Z ow Y 1 0! , CL7 In ,!4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION Y �4, 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. Ld� MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. o:-- 0 E-+ NDN -BEARING PARTITIONS TO BE 2x4 � Cq P GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 11PF#2 OR 24 SPF#2 q 24" U.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS Ld MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR V) FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE E3 04 PROVIDE MIN, R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. �) FLOORS BETWEEN CONDITIONED AND W I ROOF VENTILATION 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE :,r APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF Z WITH OFF -RIDGE VENTS (O'HACINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND p Ld 1/2" INTERIOR DRYWALL FINISH ON CEILINGALL F- Q W� U < 0 WALLS IN TUB AND SHOWER SURROUND AREAS WITH Q IIS -SII 21 TILE TO BE CEMENT 'TILE BACKER BOARD PER FOC2007 0 5 YINTERIOR STAIRS -SITE BUILT FBC 2007 DESIGN QUADRA R702.4.2 CHECKEDTJF R311.5 DWG.No. JOB Flo. 905/117 1,) STRINGERS SHALL DE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: 07/14/11 AT BASE) EQUALLY SPACED & ANCHORED 5.1 SHT TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUC rURAL ENGINEERS SPECS. 1') (FBC-8310) 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 FLOUR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF/12 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" `HALL 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 FIEIGH r (FBC-8613,2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = C-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 FLUOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDFH = 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" AT ANY POIN r 4.) FLASFIING SEALAN T5 ANU WEATFIERSTRIPPING (FBC-R613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO 'THE OF THE EXTERIOR WALL FINISH OR WATER 7 HAND RAIL - FBC R311 5 6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH YSURFACE 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. io MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT cap MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FB02007 R613.d.1 HANDRAILS TO MEET REQUIREMENTS FOR ,r ) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE TYPE II RAILS FBC 8311.5.6.3 FOR GRIP (FBC-8613.8.2) SPECIFICATIONS, HANDRAILS TERMINATE MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TO WALL OR NEWEL POST PERR FBC A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" R311.5.6.2 CONTINUITY IN WIDTH - WALLS BACKING ONTO ATTIC - 8 (FDC-N1102.ABC.1.2) Y g,) S MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOW METHOD -13 (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINGUW 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. YWALL & CEILING BETWEEN GARAGE AND LIVING 9 MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 SPACE 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 NFRC LABEL PROVIDING U -VALUE & SHGC 'TO REMAIN ON O 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 'TO DIMENSION &AREA NOTES JOINTS IN ORDER BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL D/MENS/ONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE Of- FDOOR DOORAND FRAME -TO BE GAS PROOFED. DOUR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEA'FHERSTRIPPING. EXTEFeIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TU 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 (FDC-M1502j FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR S ) SIDING) ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALL, ALL 2.5', & 90" BEND = 5' DIMENSIONSARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-R10OQ 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 VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR S(PER PER ELEVATION) AS OUTLINED INSULATION BACKING. IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) 3'-8" 1'-2" 42 2,-.1�„ DRYWALL j KNEEWALL- c) CA) KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS ANSI ELEV. 'B' FIRST FLOOR AREA 693 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 LbJ I--• EL_ Cly U -f d" ,,���Tllil9111// !_! �q dry+01 n CA Z 0 a Lu" o Q Z a y� n a e c i ��l79!l91i1 J 0 u C) o Ld wz�� A�zE� cn Z ow Y 1 0! , CL7 In ,!4 �+ in b H Z Y �4, P4 z P4 P d' z��H Z Ld� o:-- 0 E-+ I-- � Cq P Ld V) E3 W I D 00 IID Z W W QW 0 p Ld F- Q W� U < 0 YII- Q IIS -SII 0 0 5 DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB Flo. 905/117 S C A L E AS NOTED DATE 07/14/11 5.1 SHT OF RIDGE LINES VERY WITH UNIT PAIRING S:|2 O:i2 B:12 1^ Q'-2 4 O^YMDE x18 1/2^ HIGH x PR0J. PTD, POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) p H_ 2^x3^ RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1^x7^ RAISED STUCCO PLASTER HEADER SMOOTH FINISH (SEE UETA|L) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL ` � POLYURETHANE BRACKET NOBL2955 BY SPECTIS OR FMI EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND ' (TYP) _ �� � STUCCO PLASTER (TYP) | lw 1/2^ STUCCO PLASTER FINISH (GrounJ F| TYP) | ' 1^ Q -O 8 ,Q_D�'_'[DE ELEVATION B � � n � /--(�n E Q= Ld VARIES VARIES WIDTH 7" WIDTH '10" WIDTH —10" SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER ` � POLYURETHANE BRACKET NOBL2955 BY SPECTIS OR FMI EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND ' (TYP) _ �� � STUCCO PLASTER (TYP) | lw 1/2^ STUCCO PLASTER FINISH (GrounJ F| TYP) | ' 1^ Q -O 8 ,Q_D�'_'[DE ELEVATION B � � n � /--(�n 2'-4^ STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOYY CORE \ 2^xY RAISED STUCCO PLASTER HEADER TR|W01 SMOOTH FINISH ABOVE 1^x7^ RAISED STUCCO PLASTER HEADER TRIM SMOOTH FINISH (SEE DETA|L] TOP OF PLATE TOP OF WINDOW 1^x8^ RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR 1^x6^ RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF UyIND{}VV SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) FIN. GROUND FLOOR FIN. GRADE RIDGE UNE WHEN PAIRED W/ TH02 G:12 1"x6^ RAISED STUCCO ' PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) -1 1"x6" RAISED STUCCO --- PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14''x44^ PREFORMED STUCCO - PANEL SHUTTERS (SEE DETA|L) ----- 1''x8^ RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) RAISED STUCCO PLASTER FRIEZE TRIM W/ 3W0DTH FINISH (TYP) G''VY|DE x18 1/2^ H|CU x | 18 1/7^ PR0J. PTD. � POLYURETHANE BRACKET NO. BL2955 BY 3PECOS 1 OR EQUAL (TYP.) [11E] IF] D ` ' 1/2^ STUCCO PLASTER FINISH (Ground FI. TYP.) 5^x3^ PREFORMED STUCCO WATER TABLE (SEE DETA|L) PRECAST STUCK -0N ------- STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. F[ F'f\),(-)NT ELEVATI 0--\. 99 99 1/4 ,, __ 1 5-03) 5:12 8:12 TOP OF PLATE _ 1_,Z 7/8" STUCCO TOP OF WINDOW PLASTER FINISH BATH OASIS VDE CONTROL JOINT (io) PARTY vi WINDOW BELOW) 6" WIDE SCORED Lj WINDOW SURROUND STUCCO PLASTER _21 FIN. SECOND FLOOR (TYP) PROVIDE CONTROL JOINT TOP OF WINDOW LEC METER- � | � . ����K�|� �� y�R��%) _ . SECTION ��� METER o NICHE �o �� ��/���� . O WIDE SCORED DOOR SURROUND � W/ SMOOTH STUCCO PLASTER / TYP /` ^` ` .^`. PLASTER FINISI­ (Ground FI FIN. GROUND FLOOR TyP., FIN. GRADE CLASS AREA ON REAR ELEVATION FOR 'E3'= 127,92 SQ. FT, INCLUDES PPO WINDOW FOR BATH OASIS 0 RE A]F\, E L L� V A I IN 99 n r � � __ � __��,, � ^� -� � "� VARIES '10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-4^ STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOYY CORE \ 2^xY RAISED STUCCO PLASTER HEADER TR|W01 SMOOTH FINISH ABOVE 1^x7^ RAISED STUCCO PLASTER HEADER TRIM SMOOTH FINISH (SEE DETA|L] TOP OF PLATE TOP OF WINDOW 1^x8^ RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR 1^x6^ RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF UyIND{}VV SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) FIN. GROUND FLOOR FIN. GRADE RIDGE UNE WHEN PAIRED W/ TH02 G:12 1"x6^ RAISED STUCCO ' PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) -1 1"x6" RAISED STUCCO --- PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14''x44^ PREFORMED STUCCO - PANEL SHUTTERS (SEE DETA|L) ----- 1''x8^ RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) RAISED STUCCO PLASTER FRIEZE TRIM W/ 3W0DTH FINISH (TYP) G''VY|DE x18 1/2^ H|CU x | 18 1/7^ PR0J. PTD. � POLYURETHANE BRACKET NO. BL2955 BY 3PECOS 1 OR EQUAL (TYP.) [11E] IF] D ` ' 1/2^ STUCCO PLASTER FINISH (Ground FI. TYP.) 5^x3^ PREFORMED STUCCO WATER TABLE (SEE DETA|L) PRECAST STUCK -0N ------- STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. F[ F'f\),(-)NT ELEVATI 0--\. 99 99 1/4 ,, __ 1 5-03) 5:12 8:12 TOP OF PLATE _ 1_,Z 7/8" STUCCO TOP OF WINDOW PLASTER FINISH BATH OASIS VDE CONTROL JOINT (io) PARTY vi WINDOW BELOW) 6" WIDE SCORED Lj WINDOW SURROUND STUCCO PLASTER _21 FIN. SECOND FLOOR (TYP) PROVIDE CONTROL JOINT TOP OF WINDOW LEC METER- � | � . ����K�|� �� y�R��%) _ . SECTION ��� METER o NICHE �o �� ��/���� . O WIDE SCORED DOOR SURROUND � W/ SMOOTH STUCCO PLASTER / TYP /` ^` ` .^`. PLASTER FINISI­ (Ground FI FIN. GROUND FLOOR TyP., FIN. GRADE CLASS AREA ON REAR ELEVATION FOR 'E3'= 127,92 SQ. FT, INCLUDES PPO WINDOW FOR BATH OASIS 0 RE A]F\, E L L� V A I IN 99 n r � � __ � __��,, � ^� -� � "� LL CD LU c"I in Ld > z LLJ -77 in Ld 00 Ld Ln CL DESIGN QUADRA DRAWN AT�TJF CHECKEDTJF SCALE AS NOTED DATE 07/14/11 5.2B TOP OF PLATE STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS C9 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS (9 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL 0" HIGH KNEEWALL I/ PAINTED WOOD AP SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS S I �7 TI A I RZ 1/4 1 -0 77 1 1 LA VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL . 2" VTR VENT THROUGH ROOF, .' ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2 -i 2" 3" VTR LAILI\IVI\ `/ VV/'11 CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. IN D I A (T-', V,\\,,j A M. MAY BE MIRROR IMAGE B U I L D I N G','F 10 N 1/4 V-0 D F-- Z- 0 CL C� L.t.J I ```®�a�i�ys�rrrrrrr � Li ago O'D 90 IN n w Q y z 1—Y O LL. i� SIJ /�. D z o Hz � ��®� ,—, T ��"hz cn 14 z �g� 0 En ®w F- ® w Z N m � ° 7 0 O DE 7' V)3: LLJ w Fpj Lo < J a i DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 5.3B SHT OF 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP - PANEL 150M 2/0 ALUMINUM -/DI C. SERVICE CABLE RiI`JEI; 2" PVC WITH (3) #2/0 THHN ALUMINUM C-11 — METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING F - 1 1 R `_� , �) r 1 1 FL+_i 4 THE L lc T f, d C"' A L 1/4 y� _ 1 9 _ O 13 PROVIDE ATTIC LIGHT W/ SWITCI• C /L-+' U J L) L�) EL r GENERAL ELECTRICAL NinT�:_c- 'I. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. -FYPICAL LIGHT `-;WITCH -TYPICAL WALL OUTLETS ELECTRICAL KEY NOTES 10 AIR HANDLING UNIT CONNECTION 0 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION MICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND 100 COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. J BOX FOR COLLECTION OF TELEPHONE, 11 DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 22 MOUNT 1'-O" BELOW COUNTERTOP "TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER E L E C --'/'T R L 3, PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4, PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE, 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY 'TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED "TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELECEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE 'TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED 'TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN I— COMBO SMOKE DETECTOR -� WALL MOUNTED LIGHT FIXTURE SWITCH CEILING, MOUNTED � 3 -WAY SWITCH LIGHT FIXTURE Y 4 SWITCHRECESSED ` CAN { -WAY LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPOR PROOF FIXTURE 110 V OUTLET Q a -- FLOODLIGHT ` SWITCHED OUTLET -0- LL FLOURESCENT GFI OUTLET� � LIGHT CEILING c� MOUNTED Fy 220 V OUTLET STD. LIGHT DIRFCT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN TEL U PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPM - CODE SIZED J BOX J� C:l WITH BLANK COVER I— ,7" a -- LL Fy U C:l �— aJ '1I L..�Jl I- Ld OL m � I Lij 0 M Z 0 �LJ W LJ Ld 0 w I Y U 5 Lo X p U f-- a oo- cL � DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 5AE SHT 0F GENERAL NOTES DESIGN REQUIREMENTS 'I DESIGN LIVE LOADS (MINIMUM): A FLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FOC 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 I", 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 (I"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 +11/2" 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. N0, 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 050 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 OVER) DL =20 PSF TILE TYPE ROOF COVER DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLIC . HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 9, STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY ® 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY LAK TOWNHOM Kil IDD"I 0 5 UNIT BUILDINU HUILDIN'vox "5 INDEX OF DRAWINGS S 1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL + 22.8 + 22.8 DETAILS - 25.8 DE-6IGN END ZONE MID ZONE OPENING TYPE ZONE 5 ZONE 4 DOORS 4 + 25.9 + 25.9 WINDOW5 - 34.7 - 28.1 0'-0" x -1'-0" + 22.8 + 22.8 ARAGE DOOR - 25.8 - 25.8 I&'-0" x 1'-0" + 21.8 + 21.8 G ARA��E DOOR - 24.3 - 24.3 MINIMUM !DESIGN I RESSURES 5A6ED ON: REF. 5TANDARD ASCE 1-05 WIND SPEED (3 5EC. GUST) 120 m.p.h. EXPOSURE CATEGTOfRY B aUILDING TYPE CLOSED P ry ' �b� . ✓ CD u O z a ug� a! `�� z 5 J P-., iAh, a V) z W 0 , rn � Az� o OEC � w m �+ I �F4 Z C)P z�Nw z�� � I® � w r z ® W o IW-- Fzq ® E+ Cq 02 r� ~ W W V) 0 0 v 00 CD o Q N � 91 Zcn �0 Piwo0 O T_III LID � o �z W � :E O Q 0 E- _jm DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. SCALE AS NOTED DATE 01/07/12 si SHT i O I- C. Cr C) U) W ate", ca P ry ' �b� . ✓ CD u O z a ug� a! `�� z 5 J P-., iAh, a V) z W 0 , rn � Az� o OEC � w m �+ I �F4 Z C)P z�Nw z�� � I® � w r z ® W o IW-- Fzq ® E+ Cq 02 r� ~ W W V) 0 0 v 00 CD o Q N � 91 Zcn �0 Piwo0 O T_III LID � o �z W � :E O Q 0 E- _jm DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. SCALE AS NOTED DATE 01/07/12 si SHT i FOUNDATION PLAN r ,SYM50L.5 LEGEND El INDICATES GROUT FILLED CELL WITH (1) VERT. 15 CONT. FTG. TO TIE SEAM. (VERTICAL REINFORCEMENT SHALL P E -l'-4" O.C. MAX U.N.O.) cue INDICATE5 G ROUT FILLED CELL WITH (2) VERT. 115 CONT. FTG. TO TIE SEAM. INDICATES 45" CORNER FLOCK GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 21 INDICATES GTFOUT FILLED CELL WITH No REINFORCEMENT. s 21'-0" 20'-0" J FOUNDATION PLAN r ,SYM50L.5 LEGEND El INDICATES GROUT FILLED CELL WITH (1) VERT. 15 CONT. FTG. TO TIE SEAM. (VERTICAL REINFORCEMENT SHALL P E -l'-4" O.C. MAX U.N.O.) cue INDICATE5 G ROUT FILLED CELL WITH (2) VERT. 115 CONT. FTG. TO TIE SEAM. INDICATES 45" CORNER FLOCK GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 21 INDICATES GTFOUT FILLED CELL WITH No REINFORCEMENT. s 21'-0" 20'-0" 24'-0" 20'-0" 21'-0" II �i� r��i 101-011 �i1 ,{ lD'-4" p J'-1111 //� /� 1K/I_YJ II 111 T /� /71 /� 11_01, 101-01, 91_�II q rte. /� J' -VII 1�1_rnll A I Iol-411 1/111 -oil r I /�1 0 IF--------- r------- -1 r--------� I- -------- r--------� b A b n I 1_ n p I I aP I an 1 CL I b I D I I b aD b aD cy- 1 ' I TNIGK GONG �NIGK CONC. I - '•4" I I - '-4° °' I TNIGK GANG. TNIGK GONG. 1 I (TNIr_K ��� 1 I - u i - 1` I'�II _ CA cpLd^ nyF a to o Q Yui f1- o, 1; o �rLiit o 4� Q_ 11 E - - 1 Eo ____._in Lu -1 P4 z M q 0 PL �pq� f ����=z c) Ld Z pppppry1111. I _q � 0 14 14 c � r ----------- ------T T ---I - --- ---------T ,---_----.----- --T -1--- -- -- -- -----T T—_.---- ----- —� 00 V) N W 't [] ON El kl 09 J0{-- 0 O _F J Lf) 0'-0" FM. F C.) U 0<0 CL J m DESIGN DRAWN WMR LA CHECKED I DWG.No- 2112083 _ I I I I AS NOTED DATE I I SHT I I I I I I I I I I I q aP LLJ I— I � i U,i I- � 1 � 1 0'.0u FIN. FLR m l i l LITJ _L \ \ \ \ I I D I I I I q I I 1 I 3 M THICK CONC. 6LA 3 J/ 6X6 W11A MA OF. OVER 6 MIL YAPOR BARRIER OYER I r 1 I r� I I / Ell -1-1- J COMPACTED FILL. < 3'-2111 I I f 1 11 1 --I o f FI I T .I._• I, I � 1..,.._ ~ I 1'-71 3/4" D - 1/.`.1.1L. �I_�1 1 cr� = .+�.�� 214'c I I— �I I I !J Ll I /7111 lY 1/`F-' I'- I ?1 /`F" ,It�I_ I�I I D = r 4 c a I I v _ _ I ICIA � Al I �.�. -� - — — --� —-� TTS J MEEEl ° 1^ — — 1 _- 1 �l ��"- _ . - — _ 511-1 3/411 -I 21_511 '-1 314'�/✓ _ _ - ----- 1 / I -—Ch IIS 'I� M -- q J L '•4" I _I --6y"41 y1 q ro'- 1/2" 2'-5" I 5'-G 3/4'j - !- — — q — I aD I L 1 1 11 I II 1_ II 1/4 r 1 m (��®I 1 I I KJ'-4�.J 1/4" 31_r�ll '_/ " ICJ 6 1 I I 1/2' _V-0 3/4" 2'-& Iv I 1 � CV o mm I I I I >a� ® I' J; I I 13 I 13 0' D I 11/211 IP I I aD Ip 1 m I V _� 1 I I CV © I I c, - `� m l I �' 1 I I( sp m 1 I I -, -- ----- ------ I - 7-1 -- El 0 El �D > n 11_211 2'_ 0' _/1111 11_C.%' 2' -SII al 21-ID"1�Q'-�" a' -oil '-V' V -011V --011 21-r111 11 20'-411 51-411 121_/11KJJ11 4--41' 101-411 191-411 2K/'-411 21'-011 20'-011 20'-011 201-011 211-011 102'-0" FOUNDATION PLAN r ,SYM50L.5 LEGEND El INDICATES GROUT FILLED CELL WITH (1) VERT. 15 CONT. FTG. TO TIE SEAM. (VERTICAL REINFORCEMENT SHALL P E -l'-4" O.C. MAX U.N.O.) cue INDICATE5 G ROUT FILLED CELL WITH (2) VERT. 115 CONT. FTG. TO TIE SEAM. INDICATES 45" CORNER FLOCK GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 21 INDICATES GTFOUT FILLED CELL WITH No REINFORCEMENT. s w Q 0 O 1_ CL cy- C/) u i IY 1` I'�II CA cpLd^ nyF a to o Q Yui f1- o, 1; o o 4� Q_ »z�M E - - 1 Eo -1 P4 z M q 0 PL �pq� ����=z c) Ld Z _j _q � 0 14 14 c � C Ld T Vi 00 V) N W 't [] ON % V) 09 J0{-- 0 O _F J Lf) C.) U 0<0 CL J m DESIGN DRAWN WMR LA CHECKED CFG DWG.No- 2112083 _ JOB No. SCALE AS NOTED DATE 01/07/12 S2 SHT BUILD TO MA DEPTH NECES HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 11 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 1/2"SPACER PT SYP #2 COLUMN O(4) WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO 2x4 SYP #2 BUILT UP STUD COLUMN O(2) END AEA.IL KEND STUD 1T0 2x8 SYP #2 BUILT UP STUD COLUMN < (3) 2x6 SYP #2 BUILT UP STUD COLUMN HEADER SCHEDULE OR (1) META1 6 FLOOR TRUSS TO CMUI® 2X4 FRAMING OR # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER L,J HTS1 6 11 U.N.O. @ 24" O.C. MAX. (2) X 6' I KING SOLID IN FLOOR BETWEEN COLUMNS H2X6 1/2"SPACER STUD TO HDR @EAEND 1 4] (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 FASTEN PER (2) 2X10's w/ END AEA.IL KEND STUD 1T0 A) ALL CEILING HUNG SOFFITS AND SOFFITS H2X10 1/2 SPACER HDR @6d 2 (2) 2x12's w/ (10) 16d END NAIL KING (2) MTS16 COLUMN TO GIRDER BELOW H2X12 1/2" SPACER STUD TO HDR @ EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's @16" O.C. CONNECTOR LEGEND OR (1) META1 6 FLOOR TRUSS TO CMUI® 2X4 FRAMING OR HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK PRE -ENG. TRUSSES 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, (2) 1/4"X3-1/2" SUS SOLID IN FLOOR BETWEEN COLUMN AND CMU L,J HTS1 6 11 HTT4 w/ 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK @ 24" O.C. MAX. 16" O.C. MAX. OR AS OTHERWISE NOTED. SIMPSON SOLID IN FLOOR BETWEEN COLUMNS a LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 4] LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 5/8" ALL THREAD, EPDXY LEDGER WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO ROOF SHEATHING w/ DRILL & w/SIMPSON SET l MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY FASTEN PER EPDXY MIN. 5" EMBED FLOOR SYSTEM A) ALL CEILING HUNG SOFFITS AND SOFFITS E==' (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING B) ATTIC LOCATED HVAC UNITS AS SHOWN ON w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW PLAN DRILL & EPDXY w/SIMPSON SET EPDXY INSTALLATION. HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I l& I MSTC40 COLUMN ABOVE TO COLUMN BELOW Fal IHU21 0-2 I 17 I SUL26, TRUSS TO LEDGER I(2) HTS16 TRUSS TO COLUMN OR TO HEADER I 1$ I SUR26, TRUSS TO LEDGER RETARDANT) PL.YUJOOD 1:'�St FLO OR O NOT USED FRAMIN'k'--'T PLAN 3/16"=1'-U" 1-./ lvn II YV 1V1"I"111\.__ RETARDANT F'L TWCOp 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: OR 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO 2X4 FRAMING OR SERVE AS A TRUSS DESIGN. PRE -ENG. TRUSSES 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, (2) 1/4"X3-1/2" SUS WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS, L,J 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS MAX. OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE @ 24" O.C. MAX. 16" O.C. MAX. OR AS OTHERWISE NOTED. SIMPSON 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 LEDGER WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO ROOF SHEATHING CEILING. ROOF SHEATHING 6. TRUSS MANUFACTURER TO INSURE DESIGN FASTEN PER CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: FLOOR SYSTEM A) ALL CEILING HUNG SOFFITS AND SOFFITS E==' WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. USE (4) 10d 7. REFER TO MANUFACTURER SPECIFICATIONS FOR PLAN INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 FOR CONY. FRAMED CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND MEM. ONLY BLOCKING SHOWN ON PLANS. `f 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. Q ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 2X4 SCABBED TO TRUSS VERTICAL w/ @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: (2) 10d @ 3" O.C. 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 2X6 FACIA SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING i TO BE PLACED WITH LONG DIMENSION PERPENDICULAR ATTACH 2X4 LEDGER TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. rY SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN." PLYWOOD OR 15/32" U.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" INEi FIELD. BLOCKING SHALL BE PLACED AT ALL -� SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD f USED FOR UPLIFT & SHEAR RESISTANCE. 0 MAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL F= - OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY P� tY 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 ccD 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" U NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. C.,;:> ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS E CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE i4 OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER q�,��11��16r !lliliy� Li JACK AND END TRUSSES WHERE UPLIFT Lu m. o DOES NOT EXCEED 535 LBS. 1 �e ry 0 REPLACEMENT FOR ®'✓11g l��111\ J rr 0 OMITTED STRAPS: cn MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM 1 6 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR b LESS. USE (2)MTSM 16 FOR UPLIFTS OF 841 LBS. P_® tj TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO �wzU) 0) BE APPROVED BY THE ENGINEER OF RECORD. 0 ROOF VENTS: Z0�r tO 1. VENT SIZES TO BE CALCULATED BY OTHERS cw, 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE r LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT q� TO DICTATE LOCATIONS OR CALCULATIONS � 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN v11 0P4z FBC 2007 EDITION SECTION R806 .a ui � 4• ROOF VENT AREA FORMULA: SQ. FT.OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* cn F � O U * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE w -f-- U) W B 2X4 FRAMING OR 2X6 PT LEDGER W/ 2X4 FRAMING OR pq PRE -ENG. TRUSSES (2) 1/4"X3-1/2" SUS PRE -ENG. TRUSSES L,J C� 24" O.C. MAX. SCREWS @ 16" O.C. @ 24" O.C. MAX. SIMPSON H4 TO \� W/ SIMPSON H4 TO LEDGE LEDGER ROOF SHEATHING ROOF SHEATHING FASTEN PER PLAN FLOOR SYSTEM FASTEN PER PLAN E==' AND CON. PER USE (4) 10d NAILS PLAN USE (4) 10d NAILS FOR CONV. FRAMED FOR CONY. FRAMED MEM. ONLY MEM. ONLY Q 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 10d @ 3" O.C. 2X6 FACIA 2X6 FACIA ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS rY U EYEBROW DETAIL 0 3411=11 -ole 3/4"XII-011 L,J D Z Q rY U W D W 6 �P � q�,��11��16r !lliliy� Li Nk" av sysdvoana • 3' Oso C +3 C7 O n" N 4oil 4''I Lu m. o v,01 z �. 1 �e ry 0 veva®vv® 8a �� ®'✓11g l��111\ J rr 0 b P_® tj �wzU) 0) 0 Z0�r tO �,rbP�-,_Zch ,, _4 -'4 z o q� � nol-I v11 0P4z 0 .a ui � E;=,0 P4 z w F � O U I— LL_ w -f-- U) W B 00 (n N O 0 �! I Z (J) 00 LOQ 0~ IWL6 >_ < I F— :2 ---I Z L 00 QOM ®� �-1m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. SCALE AS NOTED DATE 01/07/12 S4 SHT 2nd FFRAMINGIx I CONNECTOR LEGEND RI (1) META1 6 FLOOR TRUSS TO CMUI:0 O(2) HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK TAG HEADER FASTENERS (U.N.O.) SOLID IN FLOOR BETWEEN COLUMN AND CMU UP STUD COLUMN HTS16 11 HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SYP (2) 2X6's w/ (6) 16d END NAIL KING SOLID IN FLOOR BETWEEN COLUMNS H2X6 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 R LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 1 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X8 EPDXY MIN. 5" EMBED STUD TO HDR C9 EA. END 2 UP STUD COLUMN (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING (10) 16d END NAIL KING 2x8 H2X10 w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW O(3) DRILL & EPDXY w/SIMPSON SET EPDXY (10) 16d END NAIL KING SYP a HIJC410 BEAM TO B/U COLUMN m HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED E I LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I 16 I MSTC40 COLUMN ABOVE TO COLUMN BELOW 8❑ I HU210-2 I Fril I SUL26, TRUSS TO LEDGER (2) HTS16 TRUSS TO COLUMN OR TO HEADER I F,a ISUR26, TRUSS TO LEDGER 3/16"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1 /2" SPACER STUD TO HDR ® EA. END 1 #2 (2) 2X8's w/ (8) 16d END NAIL KING H2X8 1 /2" SPACER STUD TO HDR C9 EA. END 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/ (10) 16d END NAIL KING SYP H2X12 1 /2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 0916" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d An NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS @ 6' O.C. PER ROW, STAGGERED 3" TRUSS PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS IJP 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. z" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS @ 3" O.G. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, CONNECTION NOTES; ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. AT'T'ACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS; 1. VENT SIZES TO BE CALCULATED BY OTHERS 2, VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION 8806 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 HUCQ410-SDS MSTC40 BENT 900 HALF THE STRAP ON Ft/" � HEADER, HALF i ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 w fa PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) SHT 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN TRUSS PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS IJP 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. z" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS @ 3" O.G. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, CONNECTION NOTES; ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. AT'T'ACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS; 1. VENT SIZES TO BE CALCULATED BY OTHERS 2, VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION 8806 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 HUCQ410-SDS MSTC40 BENT 900 HALF THE STRAP ON Ft/" � HEADER, HALF i ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN �e01il ,r�rrri�'�'° .pQCIytlWe. ® / % CD 0 .v V � � ivw � �3: •... � a qw U �� ca 0 0 V c� LL z � W �J O i— 1— LL_ W vs W �( N z 00 PO V) N V W I v ON PQ zV) 0 w�0 BOJ TWLo >- Q 0 Jz_ W Q = ❑ 0 0 n S O m DESIGN WMR CHECKED CFG DWG N 0 ~ I cq 46 rn C� Z 0 134 r� I P4 z r -i C'3 U ��� OP4 �z z 0 0 x O W E~ O v DRAWN ' " 2112083 JOB No. � SCALE AS NOTED z DATE 01/07/12_ w fa O '` S5 SHT I— n � U L� I 0 � csa �e01il ,r�rrri�'�'° .pQCIytlWe. ® / % CD 0 .v V � � ivw � �3: •... � a qw U �� ca 0 0 V c� LL z � W �J O i— 1— LL_ W vs W �( N z 00 PO V) N V W I v ON PQ zV) 0 w�0 BOJ TWLo >- Q 0 Jz_ W Q = ❑ 0 0 n S O m DESIGN WMR CHECKED CFG DWG N 0 ~ I cq 46 rn C� Z 0 134 r� I P4 z r -i C'3 U ��� OP4 �z z 0 0 x O W E~ O v DRAWN LA ' " 2112083 JOB No. � SCALE AS NOTED DATE 01/07/12_ w fa '` S5 SHT LA 9 i 1_6F16 1_iF C L 16F36 L4F14 !_4F12 #5 REBAR AT TOP 1.2F28 PRECAST LINTEL LOAD TABLE(COMPSITE W/(11#5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND. MARK MIN. (1) REQ'D TYPE DESIGNATION — 4. 1-1 /2" CLEAR F = FILLED WITH GROUT U = UNFILLED s W = f!. 4 C.M.U. 3984 � X X 3166 1 6039 9004 J co L2 2'-2" 2745 3665 X GROUT _LXFX_ LINTEL MARK `2 ® #5 REBAR AT BOTTOM 1,384 3665 o •� OF LINTEL CAVITY NOMINAL HEIGHT 9924 L4 BOTTOM REINFORCING 1025 3960 2000 PROVIDED IN LINTEL 1060 2483 3913 1 5,350 t7-5Z2jACTjUAL (VARIES) X X 8" NOMINAL WIDTH X 1.2F28 PRECAST LINTEL LOAD TABLE(COMPSITE W/(11#5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP16" DEEP 24" DEEP 32" DEEP L1 V-6" 3984 3665 X X 3166 1 6039 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 1_3 3'-2" 1,384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 1 5,350 1_5 5'-4" X X _ X X 1261 2653 4049 1 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 1592 2341 1_1:5 12'-8" N/A N/A X X 419 1053 1692 2,341 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 1300 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. 1_3F12 = L3F8) !_6F16 I_3F14 L.4F16 L.�tFl�o !_5F14 !_2F38 L.E QFE 1..1�aF36 LINTEL PLAN 3/1653_13_013 GENERAL NOTES J..SF3(o 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. L.16F3�o 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. L3F14 LXXFXX —Precast Lineal w .Q 0 Z O n rr C� () w II r a > I Ld I i 9 d IlIlI111%0� _j o I1 I 4 C/2 as �E=1A OD �� F==,� a � P4 prl z _j P=, F,®��� Cq 1- 0 I� Ld 2z V) 00 V) IN J ®N I 7 (n 00 r` bi 0 0 n z C e J 0 _j 0 n m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. SCALE AS NOTED DATE 01/07/12 i i S6I SHT i I W I C) 3/4" RECE55 a" CMU BLOCK PER MFG, SLIDING 1/2 G.W.B. OVER VAPOR 1/2 C-zYP. BD_ EA. SIDE — — -�- SPECS GLASS DR. BARRIER W/ R-3 IN5UL. 1/2" G.W.B. OVER VAPOR 5" CMU BLOCK OF 2x '5 w I>p" O.C. F3ETWEEN 3/4" P.T. VERTICALi II _ BARRIER w/ R-3 INSUL. SP -4 (2x4) / 5P-& (2xro) FURRING Q 24" O.G. = I BETWEEN 3/4" P.T. VERTICAL - - d ' II 1/2" x l" WEDc-�E /5P-8 (2x�) � ,. 4 • LOPE - I (1) #5 FROM FTG. TO / FURRING � 24" O.G. _ ANCHORS G " Ff~'Ot1 � EACH STUD 4 , TIE BEAM SPLICE TO - I (1) #5 FROM FTG. TO EA. END OF WALL TOP 4 BOTTOM ; 3-I/2 CONC. SLAB - I - BE MIN. 30 GROUT I I 3 1/2" GONC. SLAB - I TIE BEAM SPLICE TO �.'' w/ FIBERMESH REINF. CELL SOLID I - I BE MIN. 30" GROUT AND 32 O.C. PT. BOT_ PLT. 4. SILL F MEL:) ON SITE OVER ry MIL. I - w/ FIBERMESN REINF. _ VAPOR BARRIER " I - 5i -ilk:. I I INTERIO i, OVER MIL CELL SOLID XP JOINT z _ I I VAPOR BARRIER d d I I I=1 I I-1 11=1 I I i I-1 11==_I 11=1 i �- 41/2" CASING _ � =1 e ——i I d --I_I I I—III — I. GRADE I I `' - �q - - _ ALUMINUM THRESHOLD ui m -11 ISI I I-.": ;. r .4 : a e ', a.' . GRADE i=1 11=" '_ I I I 3-1/2" CONC. 5LA5 -� U =1 I 1=1 11= d a4 A —III—III—III- d �/ —III=1 1=� ':.° — —III ; I 1- (2) i 5'S CONT. T SLOPE / — I I I — ,� II I i I—I (2500 F'_5•I.) W/ U / =I I -°� q I I=III-III- - I -III; III- z W/ 3 MIN. CLEAR rox(O 10/10 W.W.M.SILL FORMED ON 51TE W a a ° -1I I= -i 1=1 I AND & MIL. VAPOR 3/4" RECE55 ' I 111= A/C CHAS — _ -I PVC SLEEVE TO 1= I I I= 4 III _I WHERE 2ND 5TORY OCCURS BARRIER , . 4 — I I = I I=III —III— I= III_ �I I- "`.: I 1=1 I I FTc� SHALL BE l -a" WIDE BE TWICE THE MONOLITHIC FOUNDATION 11- -� - =1 I I- cid711 . ; 11-1 I� _ I I� i I 1=1 I DIAMETER OF 1 I- I I -� - W/ C3) BARS s` � -I CLEAN III- _III- - -i 4 _ W/ (2) DIA. RODS CONT. I"-1 I I ' COMPACTED FILL PROTECTED PIPE �I,- o ON CHAIRS 1111 I 1=III=III - 'a 95% STANDARD UPLIFT CONNECTORS SUCH AS SP'3, H'5, AND ANCHOR BOLTS ARE NOT 4A ; ' PER 1=G, 4. A WHERE: 2ND STORY OCCURS DENSIT`r' (1) #5 DONT. _ l -011 SII 1'-4" 01 REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALL5 SPECS ° FTG SHALL BE 1'-0" WIDE W/ 3" MIN. CLEAR REQUIRE ANCHOR 5OLT5 AND SHOULD BE PROVIDED PER PLAN. EXP JOINT � w/ (3) #5 .BARS i s. w � W FOOTING SECTION 5HW FTS 3 EXTERIOR DOOR � C�I�S� DETAIL NTS `� W1 LOC NT6 DETAIL NTS INT. WALL FTG. NTS POU 5 I L L 5 NTS CD d v 7 Z " o. U y VIVOn CD cn o 1/2" GYP. BD- EA. SIDE OF _i- FILLED CELL ` �- 2x'S 10" O.C. a Tyrw:; I 1/2" J -BOLTS 6" FROM NON -LOAD EA. END OF WALL GARAGE T BRCz, WALL AND SPACE '032 O.C. a" CMU BLOCK (� MIN. EMBED) NO 2 1/4 c., _ — 3 1/2" GONG. SLAB I I WEDGE ANCHORS 5P-4 (2x4) / 5P-6 (2x�) TOP VIEW o CORNER _ +'ll ALLOWED /SP -a (2xa) _ :II - (1) #5 FROM FTG. TO ---r Lu EACH STUD " �� - - TIE BEAM SPLICE TO v, TOP BOTTOM 1/2 GONG. SLAB � � C c�RADE > PT BOT. PLT. -- - _� n.V. q w/ FIBERME5H REINF. BE MIN• 25 GROUT r 111—III=111=III=III=° a -_-_ } I I C , ,. d °�, ----- GARAGE WALL — _ OVER 6 MIL. CELL SOLID �+0 VAPOR BARRIER � - - � Ld i/2 � &' ' I I—III—III—III—I I_ I I—_III A co � r� =111-1 11, I I I—I ITI I' -� =-- =-- --- ® „ -I I I.._..-111. _ d. �.•�-��` a' •e, •'. {.. a ,a 1/2" GONG_ SLAB b ° d° a" x a" THICKENED 5'5 CONT. 4 _ `i "', N w a� C3) # CO N SLAB w/ (1) #5 CONT. (2) #5'S CONT. W/ 3" MIN. CLEAR J -_ e ++R � U2 � E Z�y GRADE �+ C!l ]oil A'1=1 —1=1 WI W/ 3 MIN EA L R - - a a _w I_•.•I I I— . � =III=III= � ---�- TI 11=I I FE I I III=1 W UPLIFT CONNECTORS SUCH AS 5P'5, N's, AND ANCHOR BOLTS ARE NOT =1-� I I -- —- '� z REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALL S �" x" THICKENED `' , RFOUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. -III-III=III=III=III=III=1 �=� EDGE W/ (1) 05 �J MONOLITHIC FOUNDATION -i -III--III- I Ii c� U2 p� —I li I I=1 I=1 I=' CONT. W/ C2) #5 DIA. RODS w =X1`CLEAN p �; E, —III—III ;I I 11 COMPACTED FILL x -III—I I CONT. ON CHAIRS - 1 -4 �, 95io STANDARD - z DENSITY WHERE: 2ND STORY OCCURS W FTG SHALL BE 1'-a" WIDE Lu w/ (3) #5 BARS OFFS T FOOTING OFFSET FOOTING � C� S T� I C��N� � � � -� GARAGE Cly THIC<ENED EDGE NTS INC- 3/4" V-0„ 1� N®N INCS NT5 : GARAGE OO NTS NTS SETA I!� co V)CD N V ON I _ _ 1/2" G.W.B. OVER VAPOR u � �p 1/2" G.W.B. OVER = BARRIER W/ R-3 IN5UL. BEYOND L 1/2" G.W.B. OVER 0 I. BETWEEN 3/4 P.T. VERTICAL _ - 1 1/2" P.T. VERTICAL II �-- a CMU BLOCK I I/2" P.T. V1=RTICAL II a CMU BLOCK O ___I FURRING � 24 O.G. FURRING � 24" O.C. \ FURRING 24" O.C. ®i- - I EXTERIOR: R - I o I - (1) #5 FROI'I FTG. TO - I - (1) #5 FROM FTG. TO � -�- Ld L TIE BEAM SPLICE TO 3-1/2" GONG. SLAB (3) 0515 CONT. II - TIE BEAM SPLICE TO Y n (3) #5'5 CONT. _ BE MIN, 30" GROUT w/ FIBERME5H REINF• MTL. THRE D SET W/ 3" MIN. CLEAR BE MIN. 30" GROUT W/ 3" MIN. CLEAR _ II = CELL SOLID OVER & NIL. II CELL SOLID i= VAPOR BARR[E-R IN SEALEN: 10 1/2 d �/] -III—I lol—III— �: •.j .. I I=III—I I I I —I e . d 4 �d Ld GRA eQj O _ — — - A .� .• a ° — i i—III :, — — — — - ° Q -111 —11 I—III— a 1 I_ _ —I :.:I�_I O II 11=1 I I- a-1 11=1 11- —I I I—I I I— A I I I—I 11=9 11= =1 I I^III—III_ 11= I I I=1 -- =III—_III— —III—I 14 I I—III—III j— d J m —I I—III—I 11- . •::' ;� I—III—III— DESIGN DRAWN I-1 I =111 -III -1 11= i I i—I I— I III- ON ED FILL — — — — — —I 11--I I I— I I= I —_ _ I I—EIII I I I T I— _ _ _ _ — I— WMR �,o, =SII--1�I—I�1--ISI—ISI—ISI—III- IiI II w all 2 011 al MONOLITHIC FOUNDATION"II_ III=III=I I III III I I— D)N ANDARD I I-1 I =III=I 11-1 I 1=III=1 I= # —III—III—III CHECKED C1~c v� DWG. 2112083 W/ (�) 5 DIA. RODS CONT. � I I -III-' a" 2'-0" all ON CHAIRS JOB No. SCALE WN1=R1= 2ND STORY OCCUR � AS NOTE FTG SHALL BE I' -a" WIDE cn DATE W/(3)#5 BARS 01/07/12 12 ENTRE DOOR 13 GARAGE CU55 5 >> NOT NOT QTY WALE �� ,o0„ TAI NTS AT f=ARTYWAL 3/4 =1 -011 �USE D USE � SD1 FOOTING /4o, SHT �I 1/2" GYP. BOARS DECKING PER FLOOR NAILING SCHE=DULE 1/16" 0.5.5. SHEATHING 2x4 5TUD5 �@ I&" O.C. 2x4 BOTTOM PLATE TRUSS PER PLAN 1/2" ANCHOR BOLT w/ WASHER w 32" O.G., DRILLED AND EPDXY w/ SIMPSON SET EPDXY, OR EOUIV., MIN. 4" EMBED a f ` ad NAILS � 3" O.C. WALL 4 ® SHEATHING TO BOTTOM J PLATE O.S.B. To OVE=RLAP 30T. PLATE 1 1/4" (MIN.) a" CMU WALL NOTE: REFER TO TRU55 MAN. SPECS FOR BLOCKING REG2. 2 STORY CONNECTION 1 PARALLEL WALL 1/2" GYP. BOARD DECKING -i PER — FLOOR NAILING SCHEDULE= 1/2" GYP. BOARD 3'i4 1OL -1/10" 0.5.5. 61 2x4 5TUD5 2x4 BOTTOM ATTACH R15E BOARD TO T w/ (3) lod NA ATTACH SHE,, RIBBON 130A ad NAILS ATTACH FLOOR TF (2) ad NA O.C. META16 PER PL PT Ix NAILE� A5 R1=G2'D. _�-a" CMU WALL NOTE: REFER TO JOIST MAN, SPECS FOR BLOCKIN( 2 STORE" CONNE CT I C FERF, WALL 1 1/2' WALL TO FLOOR TRU55 CONNECTION DETAIL 1i2" r;1'P. BOARD 1/16" O.S.B. SHEATHING 2x4 STUDS v 1(" O.G. pI=GKINr PER _ FLOOR NAILING -F 2x4 BOTTOM PLATE SCHEDULE (2) IOd NAILS o" O.G. TRUSS . TOP CHORD TO 2X4 2x4, CONTINUOUS — 1 METAI& @ EACH TRUSS VERTICAL GYP. BOARD PT lx NAILER AS REO'D, — ad NAILS 3" O.G. WALL SHEATHING TO TRUSS BOTTOM CHORD O2 STORY CONNECTION � PARALLEL WALL- i 1/21 dr -011 OSB OR 1/2" PLYWOOD LVL OR GIRDE PER PLAN ad NAILS V 3" BOARD �G PER NAILING ULE B, NAIL TO BRG WALL PER :ONTINUOUS FROM TOP OF .ATE TO BOTTOM PLATE. BOTTOM PLATE DOWN HIO COR HIED -2 FOR BOTTON PLATE TO EACH SLIT FLOOR DECKING TO ORATE STRAP 4" A.F.F. B RG. HST. rRuss PER PLAN N OR 2 PLIES) 2X4's w 1o" O C. (TYP) ''/2" r YP. BOARD FLOOR DECK 2X NAILE lod NAIL ROOF 5H FASTEN r EXT. SHEA' FROM TOP BOT. OF G I PER PLAN GIRDER Pf 2X NAILER IOd NAILS HIND r TO ITH THING TO =5 WITH =VERY 3" m CONT. TO FASTEN O.G. TRU55 WALL TO GIRDER' CONNECTION DETAIL.' 1/211-1'-011 HU26 TRUSS TO LEDGER DOUBLE 2Xa LEDGER. ATTACH — lst PLY TO FLOOR TRUSS w/ (4) 10d NAILS IN EACH VERTICAL. ATTACH 2nd PLY TO 1st PLY WITH (2) ROWS OF IOd NAILS v oll Oc. PER ROW STAGGERED 3" NOTE: REFE=R TO JOIST MAN. SPECS FOR BLOCKING RE0. 2 STORY CONNECTION TRU55 TO LEE)GsER U WALL R PLAN MID -POINT BLOCKING BETWEEN 51 TRU55 (BY OTHERS) HGAIOKT Q 48" D.G., TRU53 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. 5P4 w EACH STUD FIRE RATED WALL 5Y5TE1„1, 5EE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS 16" O.G. PER PLAN 5P4 v EACH STUD Io" HIGH KNEE WALL, STUD 5PACIN(_-:; w Io" O.C. FLOOR BRG HGT RIEFER TO PLANS 1/2" DIA ALL ROD @ 4a" O. EMBED, ARIL. w/ 5IMP50N 5 OR EOUIVALE 2x4 PT FURRING 24" O.G. 0 CMU WALL 1) 45 FROM FTG, TO IE BEAM SPLICE O BE MIN. 30" 4ROUT CELL SOLID g 2 5TORY FARTYWALL 5ECTION 5TAIR5 3/4"=V_0" MID -POINT BLOCKING BETWEEN 51 TRUSS (BY OTHERS) HGAIOKT 4a" O.G., TRU55 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. 5P4 @ EACH STUD FIRE RATED WALL SYSTEM, 5EE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS 1o" O.G. PER PLAN 51-4 @ EACH STUD FLOOR DECKING PER PLAN FLOOR SYSTEM PER PLAN 1/2" DIA ALL THRE=AD ROD 4a" O.G., 5" EMBED, DRILL i EPDXY w/ SIMPSON SET EPDXY OR EOUI VALENT 2x4 PT FURRING w24'Oc, CMU WALL 1) 115 FROM FTG. TO 'IE BEAM SPLICE 'O BE MIN. 30" zROUT CELL SOLID g 2 5TORY PARTYWALL 5FECTION I _ �,—oi, O c qo 1'--1 �a 0 m v c.� ra z 0 cn a 0 w a a w a a A a �r z c a LL J I— I< 0 7' O f-- ON !y u Ld I1 >: Ld Ir rY — I je`e�aad fill///�' +�1,�+�✓rr n^ N ,��ti�3� CZD 13'j` qw u z y, �') d z 6 �f,� '® 0 w Z J V. 1„! !ll��aaaa II�1. L 1�/ d wz��� W w Z V1 a � a P4pz;l z0P��co Z � Am 0p �z�� ® ��E- ® z � L) UZ @ Rti N-- <C� ®� Cit E” �– 1-- O � LdW Z Cn 00 co N W � ON H F Z (n a o WHO 0 J O TWLn i_ Q �' o E._. --j Z w fY_ 0 _j m DESIGN DAWN WMR LA CHECKED CFG DWG. No. 2112083 JOB No. SCALE AS NOTED DATE 01/07/12 SD2 SHT I FASTEN PT 2X NAILER TO MA5ONR-1 UJ/ 3/16"X4" TAPCONS b" FROM ENDS AND lo" O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W10 ARCHES A5 WELL PROVIDE 1/4" PLY ON BOT. OF BLOCKS- - TIE -REAM 00 PRE( T '' 1-IEADER� SHEATHINCT RUNNING E3AR &--PROVIDE REAM COARSE Iro" Or. PT 2x8 NAILER 2 -T O.G. EXT. SHEATHING EA. SIDE PER PLAN PRECAST SILL -7 (2) PT 2X6 #2 (OR BETTER) SYP PRECAST SILL BAR IN PLACE DURING POUR, 2x4 BOTTOM #5 CORNER BAR PLATE GROUTED CELL ATTACH REQUIRED U "HANGERS NOT REQUIRED IF .. LINTEL BLOCKS ARE USED a AND 2" HOLD 15 MET PROVIDE SCREEN WHEN ' BLOCK BELOW 15 NOT m REQUIRED TO BE FILLED \-ATTACH TRUSS ILI � TRUSSES o WITH (2) 3 06 NAILS BRACE NOT REQUIRED ro' EVERY 3" o C O� BEAM PER PLAN FROM EAVES. 0 -T EXTEND SHEATHING SIMPSON H-10 I fill -011 CZ> TO BOTTOM OF DIAGONALTO BEAM NAIL w/ ad BEAM I— NAILS 3" O.C. —NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE BRACING,*, 5E AM CONNECTION 51MP3ON A23 n z SEA. BRACE 3 �4" OLD PUCK SPECIFIED PY WINDow/DOOR 1 ARCH WINDOW MANUFACTURER � TYP. CORNER VERT. BRAKING DETAIL NTS WALL REINFORCING ISD F3Y IUINDOuJ/DOOR MANUFACTURER Op00(2 SUCK DTL, NTS (1)#5 IN TIE BEAM ss ------------- `C C1J5 BAR IN PRECAST LINTEL C2)#5's VERTICAL f IN GROUT FILLED CELL �u I V 0)#5 VERTICAL IN } �` GROUT FILLED CELL (AS REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0 0'-D" FIN. FL. NTS NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBG 2001 2. 2X PT BUCKS/NAILER-'3 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/10"X4" TAPGONS 6" FROM ENDS AND le," O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS 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 5UCKED OPENING, 1.15E (3)ROW5 OF 10dX3" NAILS STAGGEREDw12" O.C. SEA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X SUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FA5TENING) ARE MET. (o. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X E3UCK W/ (2) ROWS OF Bd NAILS 'W16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X (�, X 12 P.T. OF OPENINCT CENTER BUCK 3/0" GIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. SUCK EACH SIDE OF OPENING PROVIDE (5) 3/0" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/lro" THICK WASHER W/ EACH ANCHOR. (1st 5OLT TO BE 8" MAX. A5V. CURB, REST EQUALLY SPACED APPROXIMATELY 24" D.G.) NOTE: ALL NOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER (-TARAGE CURB (a" MAX.) VERT. REINFORCING 1/ �,��� UCK DETAIL ----TIE-k3EAM p 00 ALL LAP5 IN MASONRY 25" SHEATHINCT RUNNING E3AR &--PROVIDE REAM COARSE Iro" Or. (I) A33 EA- SIDE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dA211 NAILS PER CONNECTOR l (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/1ro"x2 -1/4" TAiPCONS TO GNU AND (4) 10dxlY" NAILS PER CONNECTOR. NOTCH 2XG AS NEEDED TO ACCOMADATE PRECAST SILL ` \\� (2) PT 2X6 #2 (OR BETTER) SYP PRECAST SILL BAR IN PLACE DURING POUR, 2x4 BOTTOM #5 CORNER BAR PLATE GROUTED CELL PUCK SPECIFIED PY WINDow/DOOR 1 ARCH WINDOW MANUFACTURER � TYP. CORNER VERT. BRAKING DETAIL NTS WALL REINFORCING ISD F3Y IUINDOuJ/DOOR MANUFACTURER Op00(2 SUCK DTL, NTS (1)#5 IN TIE BEAM ss ------------- `C C1J5 BAR IN PRECAST LINTEL C2)#5's VERTICAL f IN GROUT FILLED CELL �u I V 0)#5 VERTICAL IN } �` GROUT FILLED CELL (AS REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0 0'-D" FIN. FL. NTS NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBG 2001 2. 2X PT BUCKS/NAILER-'3 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/10"X4" TAPGONS 6" FROM ENDS AND le," O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS 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 5UCKED OPENING, 1.15E (3)ROW5 OF 10dX3" NAILS STAGGEREDw12" O.C. SEA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X SUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FA5TENING) ARE MET. (o. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X E3UCK W/ (2) ROWS OF Bd NAILS 'W16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X (�, X 12 P.T. OF OPENINCT CENTER BUCK 3/0" GIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. SUCK EACH SIDE OF OPENING PROVIDE (5) 3/0" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/lro" THICK WASHER W/ EACH ANCHOR. (1st 5OLT TO BE 8" MAX. A5V. CURB, REST EQUALLY SPACED APPROXIMATELY 24" D.G.) NOTE: ALL NOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER (-TARAGE CURB (a" MAX.) VERT. REINFORCING 1/ �,��� UCK DETAIL ----TIE-k3EAM p 00 �- PRECAST R SHEATHINCT (1)#5 CONT. IN TIE &--PROVIDE REAM COARSE Iro" Or. (I) A33 EA- SIDE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dA211 NAILS PER CONNECTOR l (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/1ro"x2 -1/4" TAiPCONS TO GNU AND (4) 10dxlY" NAILS PER CONNECTOR. NOTCH 2XG AS NEEDED TO ACCOMADATE PRECAST SILL ` \\� (2) PT 2X6 #2 (OR BETTER) SYP PRECAST SILL BAR IN PLACE DURING POUR, 2x4 BOTTOM REFER TO MAN. SPECS. FOR PLATE SPACING REQUIREMENTS IF ATTACH REQUIRED U "HANGERS NOT REQUIRED IF .. LINTEL BLOCKS ARE USED a AND 2" HOLD 15 MET PROVIDE SCREEN WHEN ' BLOCK BELOW 15 NOT m REQUIRED TO BE FILLED \-ATTACH TRUSS r r � TRUSSES o WITH (2) 3 06 NAILS BRACE NOT REQUIRED ro' EVERY 3" o C O� BEAM PER PLAN FROM EAVES. 0 -T EXTEND SHEATHING SIMPSON H-10 I fill -011 CZ> TO BOTTOM OF DIAGONALTO BEAM NAIL w/ ad BEAM I— NAILS 3" O.C. —NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE BRACING,*, 5E AM CONNECTION 51MP3ON A23 n z SEA. BRACE 3 �4" OLD = TO PLT. PT 2X8 PLT., tY_ c CANT. FOR z V 1/2" J -BOLTS w/ cLG. NAILING (: i� IUINpOUJ CONNECTION DETAIL NTS NTS GOA' NOM. 3 C�- L)0 00 SHEATHINCT (1)#5 CONT. IN TIE &--PROVIDE REAM COARSE Iro" Or. HANGERS TO HOLD B EAN E3 I A - -� 4 <, BAR IN PLACE DURING POUR, 2x4 BOTTOM REFER TO MAN. SPECS. FOR PLATE SPACING REQUIREMENTS IF ATTACH REQUIRED U "HANGERS NOT REQUIRED IF .. LINTEL BLOCKS ARE USED a AND 2" HOLD 15 MET PROVIDE SCREEN WHEN ' BLOCK BELOW 15 NOT m REQUIRED TO BE FILLED IE SEAM DTL. 1# 5 BAR CONT. POURED CELL W11 15 BAR CONT. FROM BEAM TO FOOTING. TEF DOWN TIE SEAM 2x4 BLOCKS, (2) Irod NAILS a EA. END. BLOCK ADJACENT BAYS 'w EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS 6 " D.C. --_ 11/20=11-011 1/2" DRYWALL Ix2 PT NAILER PRECAST CMU LINTEL v OPENING MARBLE SILL 1X2 P.T. FURRING — ,,�) 2'-0" O.C. PRECAST CONC. SILL TYP. � ALL WINDOW5 R3 INSUL. BETWEEN 3/4" PURR STRIPS 1X4 P.T. NAILER— WOOD AILER—WOOD BASE 3-1/2" CONC. SLAB' PER PLAN NTS I( Tl'FICAL BLOCK WALL SECTION REFER TO �— PLANS FOR '-4" MAX. EXACT 51ZE OF O.N. -- CONT. 2X4 2X4'5 a) 24" O.G. GABLE END 5) lrod NAILS SHEATHING 5RACE TO FASTEN PER PLAN. 3LOCKING SPLICE A5 REQ'D. II ROVIDE 2x4 5RACE TO SIMPSON HGA-10 A. ADJ. DIAGONAL FASTEN X 48" O.G. D DIAGONAL w/(2) 16d AILS. \_ TIE BEAM COURSE W/(1)45 CONT. TE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING... CMU WALL CONNECTION 045E E ENI) DETAILS N.T.S. n Itii-1 l.wI I Ir_ n I PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRU55 (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDINC-T TO MANUF. SPEC.) 15# ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS 2x6 STUDS 'fi) 16" O.C. 5/8" TYPE X GYP. BD. — W/ 5F'6'e TOP d BOTT, ON EVERY OTHER STUD PECKING PER 2x& DPL. 50TTOM PLATE FLOOR NAILING 5CHEDULE`- i 5/z" TYPE X GYP. BP. NON -LOAD FEARING FIRE RATED PANEL 1/2" DIA. THREADED ROP W/ COUPLER (IF REG2UIRED), 6" EM5Ep 32" D.G. ATTACH GYP. 5D TO PANEL WITH (2) 8d NAIL5 EVERY 3" O.G. 4 I/2" C�YP. FOARD� METAI(o PER PLAN SPEC.) 4, 'q a PT Ix NAILER r A5 REQ'D. CMU WALL NOTE: REFER TO J015T MAN. SPECS FOR 5LOCKING REQ. w a 0 2 BTO Y CONNECTION 11 ALT. W1 FIRE RATED PANEL NS) 055 NOT REQUIRED TO BE CONT. �) THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT, FASTEN SIDE WALL SHEATHING PER PLAN. SIMP50N H-10 DIAGONAL TO TOP PLT- f{NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE 5RACING#4f FRAME WALL CONNECTION A35 DIAGONAL TO / TRUSS BOT. CHORD ...NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE BRACING*f# CLEAR SPAN CONNECTION 1/2" GYP. BOARD DECKING PER — FLOOR NAILING SCHEDULE 1/2" G7'P. —I I - METAL PER PLAN '� , 4 4 ..J4 PT Ix — NAILER AS — REQ'D.- -8" CMU WALL 12 2 STORY CONNECTION AT CANTILEVER sNOT USED sNOT USED 1/161, 0.5.8. SHEATHINCT 055 NOT REQUIRED i w Iro" Or. a 2x4 BOTTOM TO BE CONT. Q THE PLATE ATTACH X1 SHEATHING TRANSITION FROM a GA51-E BRACING � 4811 8d NAILS ' BEAM TO GAE�LE m O.G. MAX. 472' FROM \-ATTACH TRUSS TO FLOOR HORIZONTAL (+/- 10') TRUSSES o WITH (2) 2 06 NAILS BRACE NOT REQUIRED ro' EVERY 3" o C O� BEAM PER PLAN FROM EAVES. 0 EXTEND SHEATHING SIMPSON H-10 I fill -011 CZ> TO BOTTOM OF DIAGONALTO BEAM NAIL w/ ad BEAM I— NAILS 3" O.C. —NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE BRACING,*, 5E AM CONNECTION 51MP3ON A23 n z SEA. BRACE 3 �4" OLD = TO PLT. PT 2X8 PLT., tY_ c CANT. FOR z V 1/2" J -BOLTS w/ cLG. NAILING `n WASHERS (MIN. rQ" SURFACE _ m EMBED) MIN. 11 - - U FROM EA. END AND PROS/IDElrvd NAILS LJ 32" O.C. MAX. GA15LE END TRU55 / TO PLT. �Q 12" O.C. D ILA R MAX. -- ``-_` HGAIOKT w 32" O.C. CMU WALL OR LINTEL BELOW \_ TIE BEAM COURSE W/(1)45 CONT. TE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING... CMU WALL CONNECTION 045E E ENI) DETAILS N.T.S. n Itii-1 l.wI I Ir_ n I PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRU55 (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDINC-T TO MANUF. SPEC.) 15# ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS 2x6 STUDS 'fi) 16" O.C. 5/8" TYPE X GYP. BD. — W/ 5F'6'e TOP d BOTT, ON EVERY OTHER STUD PECKING PER 2x& DPL. 50TTOM PLATE FLOOR NAILING 5CHEDULE`- i 5/z" TYPE X GYP. BP. NON -LOAD FEARING FIRE RATED PANEL 1/2" DIA. THREADED ROP W/ COUPLER (IF REG2UIRED), 6" EM5Ep 32" D.G. ATTACH GYP. 5D TO PANEL WITH (2) 8d NAIL5 EVERY 3" O.G. 4 I/2" C�YP. FOARD� METAI(o PER PLAN SPEC.) 4, 'q a PT Ix NAILER r A5 REQ'D. CMU WALL NOTE: REFER TO J015T MAN. SPECS FOR 5LOCKING REQ. w a 0 2 BTO Y CONNECTION 11 ALT. W1 FIRE RATED PANEL NS) 055 NOT REQUIRED TO BE CONT. �) THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT, FASTEN SIDE WALL SHEATHING PER PLAN. SIMP50N H-10 DIAGONAL TO TOP PLT- f{NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE 5RACING#4f FRAME WALL CONNECTION A35 DIAGONAL TO / TRUSS BOT. CHORD ...NOTE: GABLES SMALLER THAN a' DO NOT REQUIRE BRACING*f# CLEAR SPAN CONNECTION 1/2" GYP. BOARD DECKING PER — FLOOR NAILING SCHEDULE 1/2" G7'P. —I I - METAL PER PLAN '� , 4 4 ..J4 PT Ix — NAILER AS — REQ'D.- -8" CMU WALL 12 2 STORY CONNECTION AT CANTILEVER sNOT USED sNOT USED h 1/161, 0.5.8. SHEATHINCT 2x4 STUD5 'N i w Iro" Or. a 2x4 BOTTOM � PLATE ATTACH X1 SHEATHING TO RIBBON a BOARD WITH 8d NAILS ' 311O.C. m \-ATTACH SHEATHING r TO FLOOR TRUSSES o WITH (2) 2 06 NAILS EVERY 3" o C O� x 0 I fill -011 CZ> A h W O I— n tY_ LJ D ILA R ���,�afl��� n// ro N LU LL 0� ,a m 0e c J L-ULL- U) / z W ZE"� oldwz� d4 04 Acor ® Z i ��0 b .a. �p E-� Z -014 W ® H u�Pd b ozo F— zLd J i (J7 00 (n N I n N- uo ON Z U) D D I_J 20—j F— ill Lo D H --� Z Q W = 0 0 J m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. .SCALE AS NOTED DATE 01/0712 S®3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" 1" EDGE -\ 1V2" EF lO -)GE- 2Y2" EDGE--- APPLY 1/2" C-FYP E30ARD AS 03 1511 FELT DRAINAGE. PLANE COMMON MM ON p r Srir- -r-)- -i'i Q r� � 1•- r'r - : U � � IIT _ V2 I ISI I•I i' .• -.-1 . I—. — I. 4— 1. � �•� �•� I; F—, —.1. I.— .—I.4-.- I. I �;� ISI I• .- •�I . I—. —J . 4.— �-1. �y N I N 2 2 EXPANSION JOINT TO EXTEND 2" 2Y4 ,, - WASHERS) 6" MAX m BELOW CMU 01-011 .. v. 4 IOdX3" SUPPORTING FLOOR TRUSSES ONLY). (SEE CONNECTOR CHART) 2 METAL OR PLASTIC EXPANSION JOINT I� -.; �I I II I I—III d� o a , 49 a an ISI-I\II\� P FROM TOP OF CMU END OF WALL. AND -W32" O.G. `-2X STUDS 16" Or. III -I I I -III 10dX311 v NOTE: 2-1/2" MASONRY NAILS (HAND U -I i I-1 v OR POWER DRI\✓EN) 'a fro" O.C. MAY COMMON z OPP. SIDE U v z BE USED I.L.O. J -BOLTS FOR WALL .BOTTOM PLATE o THAT DO NOT CARRY UPLIFT U V N d EXTERIOR/INTERIOR IL DETAIL IOdX3" 03 COMMON OPP. 51DE- ,- -4 (2)2X4'3 (2)2Xie>'a (2)2X0'6 (2) 2x COLUMN O2X f3UILT-UP SiUp COLUMN DETAILS DOL. TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING-> SPLICE PER NAILING SCHEDULE . . . . . . . .... . . . . . . .. . . . . . . .... . . . . . . . 1x2 P.T. FURRING BETWEEN EA_ STUD APPLY 1/2" C-FYP E30ARD AS 03 1511 FELT DRAINAGE. PLANE Ir I t. ?; r Srir- -r-)- -i'i - rr - i'r' � r� � 1•- r'r - : J -i •T_ -fi. i�' -c PAPERSACK LATH I ISI ISI I' . I I . I-.- rl. I ISI I•I i' .• -.-1 . I—. — I. 4— 1. � �•� �•� I; F—, —.1. I.— .—I.4-.- I. I �;� ISI I• .- •�I . I—. —J . 4.— �-1. - CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x R1550N w/ (4) 16d v EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NT5 NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) I6d NAILS EA. FEND. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/ad NAILS (5) 16d NAILS- BRACE To BLOCKING nl lrtc lnc /n : n" A 1,. z L INSIDE FLT NAILS NAILED AT a'' O/C STAG;GERE OUTSIDE NAILS NAILED AT a'' O/C. (3) Or (4) 2x CO 1/16" OS JOINT NAILING PEf SCHEDULE TUD YPSUM WALLBOARD ><4 BLOCKING PLACED _ATWISE (2) 16d NAILS ACH END NOTE: 1/2" PLYWOOD OR 1/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H -IO DIAGONAL TO BLOCKINF � PROVIDE 2x4 5RACE TO EA. ADJ, DIAGONAL FASTEN TO DIAGONAL w/(2) IGd NAILS. GABLE BRACING �@ 4a" O.C. MAX. 45' FROM HORIZONTAL (+/- lO°) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS ,w 12" — (U.N.O.) PROVIDE BLOCKING BETWEEN TRUSS BAYS 40" O.G. FOR FIRST 3 E3AY6 H25 o EACH TRU55 TO LEDGER C U.N.OJ SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES REFER TO PLANS FOR EXACT SIZE OF O.N. -4 MAX_ -NOTE.- GABLES SMALLER THAN a' DO NOT REQUIRE BRACING GA LE END e FLAT 3/4 V- 0 CEILING WITH E305TON HIP CONT. 2X4 2X415 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES a 24" O.G. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)104 NAILS FOR CONV. FRAMED MEM. ONLY EDGE P15TANCE PER DETAIL I OdX3" 211 Z IL U 1 lOdX3" OPP. SIDE x Ck DISTANCE PER DETAIL OUT5IDE 2X'6 FLOOR TRUSS PER PLAN F30TT, 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 40" LAP SPLICE W/ 3-10d COMMON NAILS ENDS. NAIL PLATES CONT. W// 10d COMMONS 16" O.C. NAIL JACK STUDS AND FULL �6 OSB DRAFT LENGTH STUDS TOGETHER W/ IOd's STOP STAGGERED a 12" O -C- (EACH NAIL �w 1(c," O.G. PLY) TOP 4 BOTTOM 2 DRAFT STOP DETAIL 1/4qI,-,�,� 3/4" PLYWD. DECKING \. 2X LEDGER TO RIM50ARD W/ (4) EQUALLY SPACED 1/2" x 2" BOLTS FLOOR SYSTEM PER PLAN P.T. 2x4 STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCON5 EVENLY SPACED 5MSTAIR CONNECTION DETAIL Y; MIDSPAN 5LOCKING SHEATHING; PER PLAN i 1x2 P.T. FURRING BETWEEN EA_ STUD APPLY 1/2" C-FYP E30ARD AS 03 1511 FELT DRAINAGE. PLANE Ir I t. ?; \\ 1/0" STUCCO THICKNESS Iy I; ' I 4\ PAPERSACK LATH i I I \\ MEMBRANE STRIP COVERING WOOD NOTE: NO HEADER OR STUD FLOOR PLAN FRAME/MASONRY INTESECTION UNDER \ TITENS (w/ STRAPS REQ'D FOR WALLS EXPANSION JOINT TO EXTEND 2" ,, - WASHERS) 6" MAX m BELOW CMU 01-011 .. v. 4 1 -, FROM TOP AND BOTTOM SUPPORTING FLOOR TRUSSES ONLY). (SEE CONNECTOR CHART) 2 METAL OR PLASTIC EXPANSION JOINT I� -.; �I I II I I—III d� o a , 49 a an ISI-I\II\� P FROM TOP OF CMU �\5 5/a" STUCCO OR CEMENTIOU5 _�- CMU WALL PER PLAN r NOTE: NUMBERS INDICATE ORDER ITEMS 5HOULD BE INSTALLED OVER FRAME AND cMu 1INWEEF SCREED DETAIL. 3••=��-,a�� REFER TO HEADER SCHEDULE FOR HEADER SIZE, # OFJACK STUDS 4 CONNECTOR REQUIREMENTS. —5P2 OR5P4 EA. STUD OR AS f - SPECIFIED ON THE PLAN 1EEXTERIOR WALLS: SHEATHING MUST BE NAILED TO CMU WALL AS EXTERIOR WALLS, SEE NAILING REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. NOTES: I. STAIRS SHALL E3E CONSTRUCTED IN ACCORDANCE WITH Fi3C 2002 STAIR RUN MUST MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH F5C 2001 STAIR RAILS SHALL DE NOT LE55 THAN 34" NOR MORE THAN 3,511 AE30VE 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 211, OR PROVIDE A NONCIRCULAR CR055 SECTION WITH EQUIVALENT GRASP AGILITY PERFORMANCE, EDGES SHALL HAVE A MIN. RADIUS OF 1/81' . 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2001 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED IS SUCH A MANNER THAT A 4" SPHERE MAY NOT PASS THRU ANY FART. I/2" e V-0 SIDING i0 5tUGCO 8 FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/a" STUCCO OVER MASONRY/BLOCK TILE ON 1*15 FELT OVER 5/a" PLYWOOD oR/�" 0.8.6. oN PRE -ENG. TRUSSES 24" O.C. REFER TO ROOF PLAN FOR CONNECT IONS 2x DBL TOP PLATE REFER TO PLANS R -3O INSULATION 1/2" GYP. BD. CLG.- HDR. AS PER PLAN @ ALL FRAMED OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE O PRE - ENG, FLOOR SYSTEM lx P.T. NAILER 1/2 " G Y P BD. PRECAST CMU LINTEL w OPENING ALUM. DRIP EDGE 2x4 CONT. SUBFA5CIA VENTED SOFFIT 11/2 CDX PLYWOOD OR 7/16" OSE3, ATTACH PER PLAN 2X4 STUDS /-16 " O.G. REFER TO PLANS,L. /—META16 PER PLAN IREFER TO PLANS ,,L TIE BEAM REFER TO DETAIL 3 SNT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL MIDSPAN 5LOCKING INTERIOR WALL,15: SILL 1x2 P.T. FURRING BETWEEN EA_ STUD APPLY 1/2" C-FYP E30ARD AS R3 INSUL. BETWEEN g" CMU NEEDED 5P2 OR SP4 EA. STUD OR AS C4) EQ. SPACED I GROUTED CELL SPECIFIED ON THE PLAN 3/16"x4` SIMPSON NOTE: NO HEADER OR STUD FLOOR PLAN WOOD BASE II - \ TITENS (w/ STRAPS REQ'D FOR WALLS CEMENT ITIOUS ,, - WASHERS) 6" MAX m WITHOUT UPLIFT (I.E. WALLS 01-011 .. v. 4 1 -, FROM TOP AND BOTTOM SUPPORTING FLOOR TRUSSES ONLY). (SEE CONNECTOR CHART) GRADE 1/2" x I" J -BOLTS 6" FROM EA. rll a it �I I II I I—III d� o a , 49 a an ISI-I\II\� END OF WALL. AND -W32" O.G. `-2X STUDS 16" Or. III -I I I -III 1I - -III -III_ NOTE: 2-1/2" MASONRY NAILS (HAND F- -I i I-1 I I -III. OR POWER DRI\✓EN) 'a fro" O.C. MAY PT 2X4 v cn BE USED I.L.O. J -BOLTS FOR WALL .BOTTOM PLATE o THAT DO NOT CARRY UPLIFT LJ V N EXTERIOR/INTERIOR FRAME WALL CONN. DETAIL NOTES: I. STAIRS SHALL E3E CONSTRUCTED IN ACCORDANCE WITH Fi3C 2002 STAIR RUN MUST MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH F5C 2001 STAIR RAILS SHALL DE NOT LE55 THAN 34" NOR MORE THAN 3,511 AE30VE 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 211, OR PROVIDE A NONCIRCULAR CR055 SECTION WITH EQUIVALENT GRASP AGILITY PERFORMANCE, EDGES SHALL HAVE A MIN. RADIUS OF 1/81' . 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2001 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED IS SUCH A MANNER THAT A 4" SPHERE MAY NOT PASS THRU ANY FART. I/2" e V-0 SIDING i0 5tUGCO 8 FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/a" STUCCO OVER MASONRY/BLOCK TILE ON 1*15 FELT OVER 5/a" PLYWOOD oR/�" 0.8.6. oN PRE -ENG. TRUSSES 24" O.C. REFER TO ROOF PLAN FOR CONNECT IONS 2x DBL TOP PLATE REFER TO PLANS R -3O INSULATION 1/2" GYP. BD. CLG.- HDR. AS PER PLAN @ ALL FRAMED OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE O PRE - ENG, FLOOR SYSTEM lx P.T. NAILER 1/2 " G Y P BD. PRECAST CMU LINTEL w OPENING ALUM. DRIP EDGE 2x4 CONT. SUBFA5CIA VENTED SOFFIT 11/2 CDX PLYWOOD OR 7/16" OSE3, ATTACH PER PLAN 2X4 STUDS /-16 " O.G. REFER TO PLANS,L. /—META16 PER PLAN IREFER TO PLANS ,,L TIE BEAM REFER TO DETAIL 3 SNT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST GONG SILL 1x2 P.T. FURRING R3 INSUL. BETWEEN g" CMU 3/4 FURR STRIPS - - (I) #5 VERT. IN I GROUTED CELL Ix4 F.T. NAILER FULL HEIGHT. SEE 1-i04 � 0 -4r Q0 FLOOR PLAN WOOD BASE II - FOR LOCATIONS 3-1/211 CONC - SLAB I T CEMENT ITIOUS FINISH Pi 6 01-011 .. v. 4 FIN. FL. wwww a..Jw w°7—w www.. .,,_.a:,.; a a I , GRADE a �I I II I I—III d� o a , 49 a an ISI-I\II\� II=I\I-I\I---I\I---Ii III -I I I -III 1I - -III -III_ 4 F- -I i I-1 I I -III. REFER FOUNDATION PLAN FOR FTG. INFORMATION I -oil I ( ) 2 STORE' WALL SECTION II Ld Q V V) CD SCALE AS NOTED c Ld 0r � t z co m w � 1 i CIS±���P4 1-i04 � 0 -4r Q0 SHT C) rn -, �--!�00pm Pi 6 El (n a E-4 Z � P4 0 F- 6 P v 00 pq LJ V N W CD SCALE AS NOTED DATE 01/07/12 0 w SD4 SHT 14 pq 00 pq V N W ON � w 7 (n o 0 w O :2� J O a T LSI Lo V J1 }' Q u O O C DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2112083 JOB No. co SCALE AS NOTED DATE 01/07/12 V. w SD4 SHT Tien*Glass'", Ultra shaftliner Area Separation Wails Geargfa•Pacific tiypsur„ Tho Georgia-Pacific Gypsum Area Separation Wali assembly is designed for use 1n multi -family, multi -story townhouses as a. firewall with a total height up to 68 foot (page 14, Limitations). Baoause it is conaoucted using gypsum board, the assembly is easy to erect and secure,re meats all buildin code requirements, wrements,andPro provides economical fire protection and sound control, The Area Separation Wall is constructed unce the framing for one townhouse unit is complete and prior to the construction of the adjacent unit, The assembly is constructed at foundation and continues either to the underside of the protected roof sheathingn or1through roof to fao a pardp, t The assembly is (inked to the adjarutt flaming with alumirttun breakaway clips that allow for cullapw of the fire -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to die elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and mold -resistant shaftliner panel DansGlass' Ultra Shaftlinar. Components 20 Wood Framing T' OensWass" Ultra shaftliner Panel Insulation (Vain. 3/4'• ulr space between 2" Area Separation Wall arid Wood Framing 2" H -Studs 24" o.c, Flack -to -back C -Tracks 1/2" DomftnorPlus�l Interior Panel Aluminum lu I ui r Breakaway Clip P Fire Big>clun per Cade g f'lie Georgia-Pacific G/Arun Area Separation tf a ll is constructed usin 1 -inch thick, ch wide DE nsGlas;Ultra Sf)aftGnur panels, 25 -gauge steel H-studs,.25-gauge steel C -track and 2" alurninurtr breakaway clips. Uuno6I ass Ultra Shaftlin r panelsis consist st of a moisture resistant care with coated fiberglass lass n a ds front and back instead of paper fa rl n s like (faclitional shaftliner panels. Doit;IGlass Ultra shaftliner portals against - are covaradb a T2 -month in,loco exposureosure limited worr ty d lamination,dater' ra"a) and decaydnda 5 -year imit�t warranty against manufacturing defeats. F1re Testing and Building Code Compliance ASTM Ilse Georgia-Pacific Gypsum) Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULG S-101. The Gourgia-Pacific Gypsum 2—hourr fire -rated Area Separation n Wall assembly, constructed using DensGlass Ultra Shaft. oor panels, is listed by Underwriters Laboratories lrs L�bortorYlUL).Uderrritars of anajalJL � 1and anock Hersey intornatio mai(WHI TTS)arid meets the requirements of the 2006 International building Code (113M Section 705 "Party Walls," and Section 71 "Fire Walls:"The Georgia-Pacific GYPsurr Area Separation Wall assembly is listed,in'theh[Fire Resistance, Directory under UL Design 373, the ULC Fire Resistance DireULCDesign n No. W312 andtto W1II File ' Directory underde Wit GP/ WA A 120-04. For copies of these listings, pieaso con tact Go orgia- Pacific Gypsum Technical Services at 1-800-225-6119. CAUTION. Furpfriductiiru, sefirty and we infanrnotian; go to yp.caru/salelyinfur. For raw-st„i4grmatiun aril v JellrS, Tv�.Iraru l uriicd nudiao 1,91)e,M11119 ur wsvw.gp�ypsusn.,car'rr • 3 Atk Georgia-Pacific f3artsGlaesTl Ultra Shaftiiner Area Separation Walls Gypsum N o " �'3- Ili. " �'° :• >; �:I " N �- System Assemblies — 2 -Hour h atings cLU 0�j- .1 Construction Dotail - Assembly Components STC- Test Reference--_ — a"`�rL L ry Two layers 1" DensGlase Ultra 60 } UL DESIGN U373 U Shaft iner inserted h) H -Studs 24" o.c. ULC W312 J .-r. Min. 3/'V' air space between liner panels WHI GP/WA 120-03 ,t e T and adjacentagent wu d or metdl framing, RALFl89-3 QJ Two layers 1" DensGlms Ultra Shaftlinor n inserted in FI -Studs 24" o.c. Milt. 3/4"air 60, UL DESIGN U373 ULC DESIGN V/812 ys � r, space on both. sides -must, be maintained WFII GP/WA 120.04 between liner panels and adjacent 0� Based on PIAL TL89-383 M. a framing. r k •A >rt Sound lasted, with 2 x 4 Stud wall 1 .j t^ . d 1 .. re5 t rr with 1/2" s' . I hDiens Ar n "rPl I tt rl r ) ra u� r,o Cr, W4 ,- -� CL panel each side of assombly and 3-1/2" fiberglass insulation in stud, ISI space both sides. r � � Part. Thickness: 3" 30 est. WHI 495.0743 �s. ,, �, • , .^: Weight f r u y It pe Sq. Ft.: 9.5 Two layers 1 Dens(las" Ultra Sr ftiI,r Inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" cJ DonsArine Plus Fireguard' Type C Interior Panel or 1/2' roughRockg' CD U Fireguard4Type C gypsufn board. Breakaway clip facings and height of wall differ botween 1JL Design U•373 and WFII GP/WA 120-04. Georgia ixatGiffc T3en,�Glarss'M Ultra Shaftliner Area aepart Gypsum Installation instructions The Georgia-Pacific YPsun Area Separation all is constructed once the framing for (me townhouse uniis complet( tE prior to the construution of the adjacent unit. Tire solid 2" Area Separation Wail is constructed a minimum 3/4" away adjacent framing, which is typically' constructed front wood: In many case's the area separation wall is positioned 1" a, from the wall framing to accommodate the 1" DensGiass"" Ultra Sh.aftliner paneis used as firabloeking between the flo The UL Design U373Area Sepdration Wall assembly was evaluated at a height up to 44' and the WHI/ITS GP/WA 12( Separation Wali assombly was evaluated at a height up to 68`. Erecting the :2" Area Separation Wall 1. Position 2" C.Track.a-minimum 3/4" front the framed wall of the adjacent unit. Fasten Vrack to foundation.with. fasteners spaced a maxirnurn of 24" o.c. When specified, apply minimum 1/4"bead of acoustical sealant under th C Track torrtaxiinize acoustical privacy. Run:the C -Track to the end of the foundation, incase of offset. units, see 15• Special Conditions. 2. Start (tie wall with a vertical C -Track atone and. Install two 1" shaftliner panels vertically with eithersidefacing ou the C -Track at one and of the area separation wall. Install the H -Stud over the double beveled edges of the shaftliner arid continue altemateiy until the wail hasreached the opposite end' of the four dation. "ferminate the wall using a C The vertical C -Tracks at each end of the wail should be attached in the carriers to the horizontal sections of C -Track a'minimurn of one 3/8" rninimurn length pan'head screw. " Now some authorities rrhay require labelhhq to be visible. 3. Cap the first section of the Area Separation Wail with a C=Track and attach to the vertical C -Track in the corners usil minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span rite niinimunl 3/4" air space and provide a fusible link between the H -Studs and the adjacent, aw• framing. Attach the breaki P g ay clips to the flange of the E1 -Stud using a rrtinirnum of one 378"minirnum length pan h screwrtr a. 1 to tfie adjacent avood framing using a minimuul Of one 1" ritiuimurn length drywall screw. When the UL Design 0373 Area Separation Wall assembly is specified, the breakaway clips s should be located veriic each flour level (10'0" o.c.) and horizontally. Ort every, [I -Stud (24" o.c.). When the total height of the Area Separation exceeds 23, breakaway clips shall be installed every U" for the lower 2U' and every 1 LIT" for the upper 20" of IN assembly. BreakaWay clips are installed on both sides of the Area Separation WAIL When the WHI/ITS Design WHI GP/WA 120.04 AreaSeparation Wali assembly is specified,e 't ed the breakaway clips 0t located vertically call at each Haar level (1 , „ o,Q and horizontally o' ova�ot N- ' stud l48" o•c.1: When totsl hal8Ar Area Separation Wall exceeds breakaway � shall be installed d vertical( � every ry$"0' maximum for the lower evcry1U U maximum for the,tipper 48'0" of the wall assembly, 5. Firobloc InJ is installed Ed on both sides of the Area S o araban Wall at each floor a Ur ley i as deflnud In Section 717.2.1 0 r 'r (Soo details section). For approved hie blocking materials, sae Spacial Conditions, (kern 8_ 6. "To continue the wall, Install a C -Track over the C= flack used to cap the lower section, placed back to back and attache, , r. with two 378" pan head straws at Ends and spaced 24" o,c, Stagger back to back C -Track joints a minimum of 12". , 7. if a parapet is riot specified, see Special Conditions, Item 11" far two code-compfiant methods for (nstailin plum; roof under{ayment. g a g Y 8. Once die " Area Separation ron W it i serert ed, construction of the adjacent interior wall framing ng can begin. Breakawali fire -blocking installation is identical for both sides of the 2" Area Separation Wall. i I Aluminumn 9 A y o Clip C - flack, Cap, l:d0u H -Stud, Zia-GuuOo ;. or End Closure a +, u a' br a r h i 7° N t4 v r r t r o r r. �. r. 5. r t1. u 1. 1. a ,.�.,. '?tlr, r., u, 0. : r .., R.L ,-. r t .r i. •rb ddist „ ,:,. th } „ ,v r s". rn r' , C � ,.s f a se 14414 y W fMy,� a ,t r� r k CAUTION: f=ur product tire, saluty and use lufurfaution, tie to yp.eam/xafatyirdn.' a • fur ions[ fnrunnatitto arra update; Taallnreal Servieo Hotline t,w6kiiI119 ur www.artpypyuiii,dvrd rr* G .,�a'gta�Palcific "��Gypevrrr Bet -ails Full Wall Fire' blocking -as required 2 x 4 Stud framing Aluminurn breakaway clip -- 3/8" Pan head screw Sealant -•- __.. Acoustic sealant (as required) Joist 2" C -track fastener 24" o.c, JKaaa « ern Intel Ultra Shaftfinetr Area Roof dock r a a er, per code Roof trays back-to-back Gtracks. 1-1/4" Drywall screw 1" pensGlass"Ultra shaftliner �r •-------r •-•Sealant, as required Foundation DensGlasv- Ultra Shaftliner Area Separation Walls Georgia4lacific G'1PSUm SpiI Conditions 1 . When a d tu d does not align with the adjacent wood framing,' insert rt blackinJbetve r wood aJ framing members an attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a rninimurn of on ' 8" mini n o J/ r urn IEngth pan head screw: 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 1" away from (he solid 2" Area Separation Wall, aluminum clips with longer legs are permitted, Contact clip manufacturers including CLARi4WESTERN Building Systems and.Telling-fndustries for modified clips. Additional wood, blocking can be added -between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall, 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall call be designed as load bearing. 5. -The wall located adjacent to the solid 2" Area Sepmtion Wall, a minimum of 3/4" away, Cali be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the aluini- nurn breakaway clip. 6• The support walls located adjacent to, and on each side of the wild 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, arid provide necessary aesthetics,' (hese, walls can be designed as load bearing and readily accumrnodatel code compliant electrical and plumbing systems. These systems should not impede the required 3/4" air space. Apply acoustical sealant:afound penetrations for maximum acoustical privacy. 7. The required 3/4" air space can be eliminated if tho metal training is covered on both faces with 6" wide,1/2" DensArmur Floss Fireguar&Jype C or 1/2" 'FoughRocO FireguardilType C or 5/8" ToughRock FireguatclTypo X or 5/8" Denskmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with l" dry+Aiall screws spaced 12" o.c. to the metal framing. This primarilyotcursin-accessible attic areas. Attig ar as riot a ccessible du not require the 6" wide gypsumboardstrips: 8, The r uired f'r I ' ' eq I eb ocking between floor levels may consist of 2" nominal lumbar or two thiCkrtesses of 1" nominal lumber With r b aken lap joints or one thickness of 0.719"structural panel with j oints backed by 0.719" wood structuralP ane( or one thickness of 0.75" particleboard with 'Dints backed 0./5" arholEboard. G ^ Pa 1 by P yp�urn board, including 'I" DensGlass- Ultra ahaftlfner and 5/8" DensAi rnor Plus interior ane! butts or blankets of mineral w of or fiberglass P , o berg,ass or other approved materials installed in such a manner as to be securely retained in place shall be permitted its an acceptable fireblock. (Section 717.2,1, 2UO6 IBC) 9. Pie Gear ia-Pacifc Gypsum Area Se arao Wall assembly an be Constructed with or without a parapet. 10. Atthe'in rs to 'Ction'of the solid 2" Area Separation Wall and tteuoders' de of s tructuraI roof sheathing, cut.liner ncl pa nels at an angle toprovide e a tight fit to thestructural sheathing. The 2" Are a Separation Wall is oat required to be capped usinga GStud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, /8) to both sides of the Area Separation Wail 11. There r h are two Cade -c rn lia ret methods for Installing a lire - resistant roof'underlayrnent: the ledger strip method and tate partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Firaguard Type X interior panel or 5/8" FoughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. Ther sum board is cut o P JYP c l fit tight between the roof framing members. Nominal 2" x 2" Woad ledger strips hold the gypsum board snug to the underside of tate roof sheathing and flush will) the top of`the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4` on both sides of the Area Separation Wall. 12. Felicitations ons throw tthe solid 2" Georgia-Pacific Gypsum Area Separation Wall should Id be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through-pencitratiun FirestoPY 5 sterns. 13. Size and protection of openings fn the solid Z" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006 IBC, Section 705.8. When the Georgia-Pacific Gypsum Area Separation Wail is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adaptedd, for joint service between the two buildings") as listed in die 2001 IBC Section05.1.1.openings a P not permitted.tte, d. 14.F For specialized -use areas, such as battanns,thead•.ant fra med a!is ca bocovar d vi th T I le Backer r from Georgia—Pads ii1 I' eft of standard a ar-lac d g/Aauboard� r fr r, gla mat-faced ` rturior parols, 15.An offset occurs when J ne unit ext nds post thefr ret or back edge arr adjacent . To H_ stuJ sof the Area Separation Wall are not des(gnFdforban hanging sheathing and cladding saP{an in I� required d before construction begins. There are two ways to deal with the offset. The first option is to pour enough cancrett `so that tho.Area Separation Wall and adjacent 2x4 wall can extend to the furthest roast point. Sheathing ani cladding can then be Installed to the 2x4 wail, -fhe second option is to tearilli ite the Area Separation Wall at the end of the shared wall and then c6pstr0c1a one hour waif to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUTION: for -product fire, safely arrd use information, go to gp.corn/saferyinfn, For [ntesA inti nntttton arxf'«rtdalea re+:hnicul $civic t roilfou l.Situ7lS.Bt'r2 prwrtw.gpsJYpeune.wsn • $ Densfilass ^• Ultra Shaftliner Area _..16. Georala-Pacific a.r�a,wa>a Attic - Adjacent to Trusses" 1" OunsGlass'UhraShaftlirrerpanafs F- H -stunt — -- No rrtirrimuln air space .-^^a^aaa �rrr, ry''"-mrn�ctR �^'7�yn���m�4�ra•tx - Wood truss . -- u' Wide 1/2" DumArmbr Plwa Fireguard" Type fa `' panels o I r p `Only applies it solid wall is accessible. 1/2" Toughftuckl FlregumdType C or If riot accessible, the strips are not required. 51(7'" rougliflock Fireguard Type X or 1" Uensol ass" Ultra Shaftiiner panels Typivat Roof Junction 1 Layer of 5/6" DensArrrmr Plush Type X -gypsum panel ar•sie u -- a cud b codes) ( t; q Y l 1/2" UensAnnor Plus gypsum pastel or i/L" T'oughflack-1 gypsum board Shaftiiner panels (smokeCaulk rx 2" ledger strips HQpfin I Roof d i �r °l') Y�Iet' ti ri y f ir1, d~ ik'Y 2 HM-JR"SHAFT WALL A EMF'�Y — �I TALLAT ON ' PEC ATOM"AND DETAIL(---)' _a(=,AL. S �� <T. ��, Breakaway clip fireblocking Insulation 3/4" Minimum air space W4' AIR VACE Design No. U373 August 19, 200£3 Wall Rating - 2 Hr (Sea hers 4 4A and 4P) Finish iimting - 120 Min (See Item 4) 341 Alfa SPACE 3/4" AIR SPACE r r3'�t 3 $, ,t • A k 4 F " --x r •M7 ". 55 1, �h fs a J f , t� } ',$PACE 6, 1 ) C;(;)NF.C(,:ri-tRNMN A �i.y �� ^y Ir.�p.7'e ( yp d ,,V r;g �y tom( * e,2) }T y �['. r .-r-r q ilivi��+?3:r�^� �rJ �a,A'�vix 1�4�t:d.1.\R I"i�F�:� IJA,L ('�%4'i Ai«trn� YW�"RM1rl«. F.�sA,i� r+.,�t�r.M R" (-,°(=)I'hlir'IO:rI Fh`..h-1XI.C)L`,i B lr i'1r,"ftTi C U?i Z1;.r 0 LgM0_ ,U1L?.cr AREA SEPARATION WALL: — (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or'rop W=all -•• 2-3/161n, wide channel shaped with 1 fn, long legs formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 in. GC. 2• Steal Muds - Steel members formed born No, 25 M50 gaiv steel having "H" - shaped flanges spaced 24 in. GC; overall depth 2-1/0 hit, and flange width .1-1/2 In. 3• Gypsum Board 1 -• Two layers of 1 in. thick gypsum wallboard liner panels, supplied (n morn 24 ln. widths, Vertical edges of panels friction fitted into "H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C — Types'rRSL, DGUSL PROTECTED WALL: - (nearing or Nonbearing Wall, as Indicated in Items 4, 4A and 4B) 4. WoodCtsds-F r2Hr.8 aring vrNon Nonbearing wall Rating- er2 by 1 in., max spacing 24 in. GC � kuds cross - braced at midhelght where necessary for clip attachment. Mill 3/4 in, separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A.Ste t Studs - (As an alternate to Ikern 4 net : h wn) - For 2 Hr. bearing Wall Ratlrg Corrosion protected steel t 5 h N. 2U MS 0, i bare metal I I min - t ds . m G O.a2J n mut a e thi <n ss steel or r 3 1 2 In, wide ink No, 20 GSG 0.035 In, thick) 5)aly steel itr No. , MSG((u.n33 in Oilgk) prirrr(d s,ke 4, cult++ fprrrl�d. h:atl Pe ctF f red In accvrdarlce with the cr a .es . in. long type steel 5cr w .. aOts r xYitl edo rGU1Ke connections. es rted It) In., min bare metal thickness steel or min No, 20 GSG 0"036 In. thick aiv s �teei niio. 2.QrM min No. - MSG k) prim arcardarnce with the AISI specifications. Top and bottom kr4rk� St)att Con ksk of ( ) g heel or Ito; ?.0 MSG (0,033 in. thick) parried steel, that provide a sound structural connection between steer studs, arid to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel Fasteners spaced riot greater than 24 In. OX. Studs cross -braced with stud framing at midheight where necessary ror clip attachment. Klin 3/4 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B, Steel Studs -- (As an alternate to Items 4 arid 4A, for use In Cunflguration B only, not shown) — For 2 Hr. Nonbearing Wall Rating - Channelu shaped, fabricated front mit 25 MSG corrosio- rute.tgdstee1 n) 3- 1 2 tr . yr(de rmin L-1/4 In, F , flanges n 4 r r , s a d I In, returns r- / spaced a max of 2 r In, G , tads to be t 3 a 9 , p � S au t� 3 4 In. less than assembly height, To / / Yp and bodgem tracks -,hall Ge channel shaped, fabricated fromn men 25 MS Corr sivt- ro acted skeet mio r dth to agcyamvda te stud size,.with min 1 In. long legs, attached to floor and. ceiling, with fasteners 24 in GG max. Studs,cross,braced with stud framing at rrtidheight where necessary for clip attachment. Min 3/�1 fit. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board — Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (Iters 4) with 1--1/4 In long steel dr"/wall nails spaced 12 )n_ OC. Wallboard attached to steel studs (Item 4A or 413) with 1 in. long Type S steel screws spaced 12 in, OC, Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail or screw heads covered with joint compound. 6, Attachment Clips — Aluminum angle, 0.062 in. thick, min 2 in, wide with rrdn 2 In. and 2-1/2 in, legs. Clips secured with'one'Type 5 screw 3/8 in, long to "ll" studs and withone'Type-W screw 1_1/,t Ill. long to wood frarnrng'orsteelfrarrdng through holes provided In clip. Clips spaced a max of 10 it OC vertically between wood or steel framing and "H" studs for separation walls up to 23 It high. For separation wails up to 44 it high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs, 7, Batts and Blankets `k (Optional, not shown) -- Placed lnstud cavities, any glass fiber or mineral wool Insulation, rnax 10 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts arid Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL—U3`73 2 HR WALL '')CALF N•T...)• System( No. W—L-2377 F Ratings — 1 and 2 Hr kee ee Items 1 and 3 J c t' r �a.Inc.� 1 an d r�J2 H Rema 1 and 3 L — Rating at Ambient — Less that 1 CFM/Sq Ft L F C C — r .a kin . at 400°F ;- C' J .FM .�c FL / 1 1. WALL ASSEMBLY - THE 1 AND 2 FIR 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 71 -IE UL FIRE RESISTANCE UIR EG TORY AND SHALL INCLUDE 'iHE FOLLOWING CONS (RUCTION 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. UC, B. CYPSUM BOARD' - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IFIED IN THE INDIVIDUALl : 0 J3.0 OR 0400 SERIES r E IES DESI �N IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 3 IN. r THEN HOURLY l UU L AND T RATING OF THE FIRE�TUP �Y� I M . L I � EQUAL TO THE HOURLY F Q L IRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENE IRAN f - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIR SiUP 5Y5TCM. THE ANNULAR SPACE BEFWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN, (POINT CONTACT) 'TO A MAX 1-1/4 N. 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 GOLDVSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NUM 2 IN. DIAM (OR SMALLER) BLAZEMASFEROSDR 13.5 CPVC PIPE � l (PROCESS c• FOR USE IN CLOSED PROCE�� OR SUPPL'f PIPING SYSTEM.,. 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 BUIH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCAiION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED 'TU THE WALL/PENETRANTINTERFACE ON BOTH SURFACES OF THE WALL. FILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC -Fr - ONE SEALAW BEARING THE ULCLASSIFICATION MARK r s! S F RP. rYo(ucP, d hY HILTI, Inc. Courtesy of f I —M I I :=J U tn� Underwriters Laboratories, Inc. 2000 H it ki Firestop Systems June 20, FIRE CAULK — HILTI SYSTEiV1 No. W—L-2377 UP TO 2" CPVC &: DRYWALL — 1 TO 2—HOUR (Dp--,\, WAYNiE SCALE: NONE Autornatic Fire sprinlders, Inc. 00203 PEN ETRAT Cif I PROTEC/-I- 0fel 2 HR) CALE: N. .c- tl3, C� j -- L «rr, 0 V) �J CJ J �u 0 a0 V) 0 � _J Lrn-I (---) DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. g05/117 SCALE A5 NOTED DATE O6/22/11 SHT 0F 1I1, was, 1p19 a iLi U (/ -=` .-„ N o " �'3- Ili. " �'° :• >; �:I " N cLU 0�j- .1 t f V Ii �M /d�ou _ 1 — a"`�rL L 0 I a ss U i e or � �® r9g„asa.�� 'Cie ,ti`° J .-r. i'- Q CD Y�v J �J CJ J �u 0 a0 V) 0 � _J Lrn-I (---) DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. g05/117 SCALE A5 NOTED DATE O6/22/11 SHT 0F U (/ C:J ohal i'- Q CD CL gjWr.YDl- n 0� 0'J Cr, W4 ,- -� CL r = C/ ;L-, E- ISI r � � k- t O l— cJ C) �4 ^t t- ISI CD U Ld �J CJ J �u 0 a0 V) 0 � _J Lrn-I (---) DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. g05/117 SCALE A5 NOTED DATE O6/22/11 SHT 0F 5/ MC EX AS DC PE TO FIRE RETARDENT — TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA *ATTIC DETAIL -ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H — '--)'T U D /BATTEN STRIPS POINT W/ I LAYER 5/8" TY 0 EA SIDE OF TRUSS 24" DA . ....... -IT BOX FIRE CAULK ALL JOII\ WOOD TRUSS 6 WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVE _R METAL "Id" STUDS AT ROOF TRUSS GLASS EXT SHEATHING BETW SYSTEM IN ATTIC PER MANI UFACTURERS SPECS SEE DCKING, OVERLAP WALL TOP DOF SHEATHING FIRE CAULK (WHI 495-0743) Q7LCTION A -A THROUGH TRUSSES SHAFT LINER-) (D` CALE: N.T.S. PLAN VIEW- TERMINATION AND CLOSURE OF I HOUR PROTECTED SOFFIT 5/8" TYPE 'Y' 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 'Y' DENSGLASS EXT SHEATHING I TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL PLATES AND RUN -FIGHT TO ROOF SHEATHING FIRE CA JOINTS AND SEAMS I HOUR RATED (U309) EXTERIOR FIRE WALL r4 I HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL Q� FF) SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED afflulaw; GA FILE NO. WP 3510 1 7 GENERIC GYPSUM, WALLBOARD, WOOD STUDS One layer fyW type X gypsurn Nva boaro or gypsum veneer ba5e applied paralleal or. at right angies to each side of 2 x 4 wood studs 24" o.c. with 6d coated nalls, V/0" long, 0.09191 shanK, 'H'haads, 73 ox. Joints staggered 2411 an opposite sides. tLOAD-BEARING) r, ',, 35 to 39,9TC SOUND Thickness: 4%` Approx, Weight: 7 psf Fire'Test: UL f;250-1-47, -48, 9-17-65, IJL Design 009; UL R1319-1219, 7-22-70, TYPE C LJL Deuigri U314 Sound Tfasit: NGC 2404, 10-14-70 C,71 HOUR FIRE RATED EXTER'IOR WALL ASSEMBLY (U13709) 1, D T. S EN EXTERIOR WALI, INTERSECTION I)ETAIL 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 TINISDETAIL AS A SERVICE TO OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. 0373 EXTERIOR WALL INTERSECTION DETAIL r7, GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING ---� 3/4" AIR S'PACE 1" DENSCLAS)S ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL As A SERVICE 10 OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUNHORHY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 6" WIDE -1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) u L' � S Y MANUFACTURERS EXTERIOR FACING 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE 'Y' EXTERIOR, FASTENED TO METAL "H" GYPSUM U M SHEATHING STUDS I " DENSGLASS ULTRA SHAFTLINER 2" H -STUD EXTERIOR WALL FRAMING-- (D) )I J_773 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C -TRACK CL lJosign. *No. '(jq.,o,6 .mal,-ing AA'aU Ratirilff, - 2, np�,_ Nonbearixig AV;ffl FL-iffirig - 2 HR_ C3 LD CD ED j.. Concrete lltloclizs* - Nominal 6 by 8 by i6drl. hollow or solid., as, D-2 Anchor Concrete Products,,InC.L Florida Rock Industries; Inc.. Pike ludustrwas Ii -le. d/b/a`I`ilcorx Whitcomb. Westbrook Concrete tlock, Co.,,, lhc, 2. Moxtar­ hud in full bed of mortar, a0m. 3,{S in. thick, of not loss than and not more than 3-;L/2 parts of clean sharp sand to i part portlw-id cement (proportioned byvoZ :gni) and not h-iore than.5p percent hydrated Iiine (by cement vohmi6). 1�erticql, joints staggered, or Uland CenAefit StILI.Ceo yps tun Plaster- add,1/2 hi. to 3. P or G, aster f Used, Classification. Attached to concrete blocks (herr i 41- Foam-Aed V1Asti.e* - (Optional -, not shown), :L-Vq hi thick rnax,, 4 ft Mde ,he,ati-iih,g- I attached to concrete blacks (Itern:Q. Celofc-x Corp- - TypeMern.mx *B,earing the UL Classification lWarkag \--1/2" GYPSUM CEILING I FIRE BLOCKING —ALUMINUM CLIP PER MF BACK TO BACK (2) 1" SHAFT WALL LINER —... - C -1 -RACKS FIRE WALL UL# U373 PER _1_5- MANUF'R SPECS �E 2x4 STUDS @ 16" O.C. W? RI I BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE ALUMINUM CLIP PER MF 1 (TYP EACH SIDE) A DRYWALL SCREW JT _ACCOU'_'TIC SEALAN PAN HEAD SCREW— 3/0 FIRE BLOCKING AS REVD 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H"�/ STUDS AT FLOOR TRUSS SYSTEM P E R MANUFACTURERS '----')PEC'-' SEE (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD Bo-r-rom TRACK ON FIRE CAULK BEAD 2" c -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 72-1 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. I IIjmnj-14-1-1 . "_ SLAB rypiCAL FOOTER- SEE FOUNDATION 3 1/2" MINIMUM CONCRETE PLAN FOR SIZE & REINFORCEMENT REINFORCED WITH FIBERMESH ON X111 -III _:III- A I I=_1 I 1 1 6 rr­TII M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 p'i FOR U373 PENETRATION DETAU�), INSTALLATION SPECIRCATIONS AND DETAILS SIFF SYSTEM INFORMA-rm0- DETAIL 1,2,&3 ON SHEET SD 2 HR FRE WALL DETAIL (U373) SCALE: N,T.S, F_)'' 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 C, 1�)C_ TRU3 SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE N x 3/" -D -'D5 (WHI 495-0743) ALUMINIUM CLIP PER N F'[ (2) '1 SHAFT WALL LINER FIRE WALL UL # U373 ATTACH A. PRF--1-_NGINE'_RED RO-F TIGHT TO SHEATHING, EXTEND TRU`: ES AT 24" O.0 - INTO O.H. Ct: \--1/2" GYPSUM CEILING I FIRE BLOCKING —ALUMINUM CLIP PER MF BACK TO BACK (2) 1" SHAFT WALL LINER —... - C -1 -RACKS FIRE WALL UL# U373 PER _1_5- MANUF'R SPECS �E 2x4 STUDS @ 16" O.C. W? RI I BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE ALUMINUM CLIP PER MF 1 (TYP EACH SIDE) A DRYWALL SCREW JT _ACCOU'_'TIC SEALAN PAN HEAD SCREW— 3/0 FIRE BLOCKING AS REVD 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H"�/ STUDS AT FLOOR TRUSS SYSTEM P E R MANUFACTURERS '----')PEC'-' SEE (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD Bo-r-rom TRACK ON FIRE CAULK BEAD 2" c -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 72-1 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. I IIjmnj-14-1-1 . "_ SLAB rypiCAL FOOTER- SEE FOUNDATION 3 1/2" MINIMUM CONCRETE PLAN FOR SIZE & REINFORCEMENT REINFORCED WITH FIBERMESH ON X111 -III _:III- A I I=_1 I 1 1 6 rr­TII M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 p'i FOR U373 PENETRATION DETAU�), INSTALLATION SPECIRCATIONS AND DETAILS SIFF SYSTEM INFORMA-rm0- DETAIL 1,2,&3 ON SHEET SD 2 HR FRE WALL DETAIL (U373) SCALE: N,T.S, C:) Ct: LLJ ti Ld Cj C" oeLU -,spw7l�L Qa j . 0 04 < < //111 IN *'? _j ,(tn, 1,�I010 _j 0 ILL, ro Z`_ 2 E_ rj--) N rf= P P4 � 01' E-1 LdE-, Y) E -v, E-1 Ld ILLJ 1j, LL V) coo (n U) 0 _j 0 F 0 LL _j DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG -No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 1 SD6 I SHT OF I I HOUSEWRAP OVER S OVER SHEATHING OVER WD BOND BEAM FULLY GROU IED & REINFORCED (SEE i STUD WALL SEAL WINDOW FRAME TO LINE OF DOOR .I -- OPENING INSIDE OF R.O. W/ PREFIN, ALUM. FASCIA ° VENTEU SOFFIT. VENTED _p" I 1 4 , .. II I ...I. I CUT HOUSEWRAP V: MIN 12" UP DOTH JAMBS I I _, I PLASTIC ROOF CEMENT .. III I. II I, I I CUT HOUSEWRAP AT 45' ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE -ELF-ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAP FLASHING MIN 1" SILL FLEXIBLE FLI STEP 1 S FOLD HOUSEWRAP — IN AND AROUND JAMBS EMPORARILYc OLD -UP & EC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HOUSEWR, AT JAMBS & SI SLOPE SILL R.0 INSTALL ELF -AC MEMBRAI FLASHIN( NAILING HEAD EXTEND SELF -AC MEMURAr 1' MIN E -LASHIN( T STEP 2 WINDOW FLASHING INSTALLATION DETAILS C.7 OPENING ELA`_I•--IING DETAIL(L-S IJ L IF __ASPHALT SHINGLES OVER $15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TU AP'P'ROVED ROOF TRUSSES 9 24"0.C. MAX. W/ 8d GUN NAILS U 6" U.C. 4'{1J BOND BEAM FULLY GROU IED & REINFORCED (SEE i _ SEAL WINDOW FRAME TO "xl�" BLOCKING .� -- BETWEEN TOP OF CONC, BLOCK & U/S OF ROOF TRUSSES INSIDE OF R.O. W/ PREFIN, ALUM. FASCIA ° VENTEU SOFFIT. VENTED _p" I OF GFFIr 4 , .. I ..... �. MIN 12" UP DOTH JAMBS T I PLASTIC ROOF CEMENT ti I } I NAILED OVER"xla" INSTALL 6" WIDEu #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S - •. '• `,`'- A T ., SELF -ADHERING MEMBRANE' NON -EXPANDING FOAM I z.j-- :: Il g� .•' ." FLASHING OVERLAPPING DOOR FRAME I„ PREFIN. ALUM, FASCIA & WHERE REQUIRED) (D __jr VENTED SOFFIT. LL.___JI PER FBC-RES 8613.6 & R613.7.5 ! -ADHERING �l FLEXIBLE FLASHING b 54 at SILL, FLUSH TO FINISHED IEXIURE COANNC PER BUILDER INSTALL 6" WIDE INTERIOR VIEW .... PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW CEMENTITIOUS APPLICATION, (}" NOMINAL THICKNESS) `ELF-ADHERING j,, , 1" PAINTED DRYWALL (R-0.45) vj ' T INSTALL DOOR PLUMB, ' MEMBRANE FLASHING V R APP 0 E L LNG DOOR FRAME V) INCLUDING STRAPPING, if ' t: MIN LEVEL AND SQUARE PER ' DRYWALL & 1" CEMENT( PIOUS .- EXTEND SELF–ADHERING -----{ FINISH= MANUFACTURERS ;. ': •. T < 1" I . wRlrreN INsraucrlorts .,. ..... ,,,. _ ..:. ME BEYOND JAMBRING J) „ _ NOMINAL 'THICKNESS) - (R-1.00) � FLASHING :. TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION —. ��� _ DESIGN CONSTRUCTION DETAILS DRAWN � % "" • . REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER TJF •f.JF STRUCT. ENGINEER'S SPECIFICATIONS. CHECKED WMR/TJF OSET THRESHOLD IPI BE ?M CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE JOE3 No, F SEALANT.-•� T FINISH GRADE D c /� SEE DOOR DETAILS FOR` DATE APPLY SEALANT AT 1,, FINISH/TRIM DETAILS CORNERS PLASTER SKIM COAT OR PAIN FED FOUNDATION WALL EDGE Th RESHOLDT ALIGN FLASHING W/ INr. EDGE Of SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR, at SILL. EXTEND FLASHINJ STEP 3 STEP 4E - STEP 5 FOLD HOUSEWRAP 'u TAPE DIAGONAL & ACROSS HEAD WINDOW ,PPLY I" NOM. —'– ;ONTIN000S BEAD OF IEALANT AT JAMBS ,ND HEAD or APPLY '0 BACK OF WINDOW (AILING FLANGE IN INE W/ 'RE–PUNCHED HOLES IR SLOTS. STEP INSTALL WINDOW PLUMB, LEVEL At SQUARE PER MANUFACTURERS WRI T I EN INSTRUCTIONS 1. WIINNDOW 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 -THEE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNINQ SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOr COMPATIBLE. 9 PROVIDE CONTINUOUS 178' OSB SHEATHING TO EXTEND FINISHED TEXTURE COALING PER5&" ENGINEER'S CONNECTION SCHEDULE. DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION - OVER GALV. MTL. LATH W/ #15 FELT ( PER OVER NOMINAL HPCKNOVED ESS) HOUSEWRAP. Z_ 12„ SEE S'1RUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR _ OSB SU©FLOOR GLUED & SCREWED 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT A � PROVIDE 0.002in POLYETHYLENE FILM OR ,#15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES \ BUND BEAM FULLY GROUTED & REINFORCED (SEE / STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT / SEE STRUCT. ENGINEER'S SPECIFICA LIONS FOR UPLIFT CEMENTHIOUS APPLICATION. r CONNECTIONS (° NOMINAL THICKNESS) 4 2 ' 9?. PAINTED DRYWALL (R-0.45) REINFORCED CONCRETE MASONRY UNIT d FI–FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) BLOCK WALL PER STRUCT, ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. "Xl" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) T–NAILED INTO BLOCK. INTERMEDIATE WALE 'S-EC'.TI ON SALE: N.T.`). 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. �ooE VpO\\ __ASPHALT SHINGLES OVER $15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TU AP'P'ROVED ROOF TRUSSES 9 24"0.C. MAX. W/ 8d GUN NAILS U 6" U.C. 4'{1J BOND BEAM FULLY GROU IED & REINFORCED (SEE i _ SEAL WINDOW FRAME TO "xl�" BLOCKING I -- BETWEEN TOP OF CONC, BLOCK & U/S OF ROOF TRUSSES INSIDE OF R.O. W/ PREFIN, ALUM. FASCIA ° VENTEU SOFFIT. VENTED _p" I OF GFFIr 4 , SEALANT AT SILL AND A I ALUM. DRIP EDGE SET IN \, MIN 12" UP DOTH JAMBS T I PLASTIC ROOF CEMENT TO FORM A BACK DAM. I } OVER GALV. MIL. LATH W/ #15 FELT PAPER OVER NAILED OVER"xla" SEAL BALANCE OF FRAME #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S E •. (�" NOMINAL THICKNESS) WITH SEALANT OR A T � I I ' NON -EXPANDING FOAM I T DRAWINGS FOR REINFORCING) TOP OF WINDOW (PROVIDE BACKER ROD I PREFIN. ALUM, FASCIA & WHERE REQUIRED) (D __jr VENTED SOFFIT. LL.___JI PER FBC-RES 8613.6 & R613.7.5 ! -ADHERING I7". FLEXIBLE FLASHING b 54 at SILL, FLUSH TO FINISHED IEXIURE COANNC PER BUILDER INTERIOR FRAMING. INTERIOR VIEW 9 PROVIDE CONTINUOUS 178' OSB SHEATHING TO EXTEND FINISHED TEXTURE COALING PER5&" ENGINEER'S CONNECTION SCHEDULE. DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION - OVER GALV. MTL. LATH W/ #15 FELT ( PER OVER NOMINAL HPCKNOVED ESS) HOUSEWRAP. Z_ 12„ SEE S'1RUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR _ OSB SU©FLOOR GLUED & SCREWED 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT A � PROVIDE 0.002in POLYETHYLENE FILM OR ,#15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES \ BUND BEAM FULLY GROUTED & REINFORCED (SEE / STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT / SEE STRUCT. ENGINEER'S SPECIFICA LIONS FOR UPLIFT CEMENTHIOUS APPLICATION. r CONNECTIONS (° NOMINAL THICKNESS) 4 2 ' 9?. PAINTED DRYWALL (R-0.45) REINFORCED CONCRETE MASONRY UNIT d FI–FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) BLOCK WALL PER STRUCT, ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. "Xl" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) T–NAILED INTO BLOCK. INTERMEDIATE WALE 'S-EC'.TI ON SALE: N.T.`). 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. �ooE VpO\\ __ASPHALT SHINGLES OVER $15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TU AP'P'ROVED ROOF TRUSSES 9 24"0.C. MAX. W/ 8d GUN NAILS U 6" U.C. 4'{1J BOND BEAM FULLY GROU IED & REINFORCED (SEE ALUM. DRIP EDGE SET IP PLASTIC ROOF CEMENT & NAILED OVER – PROVIDE 0,0021n POLYETHYLENE FILM OR #15 FELT "xl�" BLOCKING I -- BETWEEN TOP OF CONC, BLOCK & U/S OF ROOF TRUSSES I PREFIN, ALUM. FASCIA ° VENTEU SOFFIT. VENTED _p" �' SEE STRUCT ENGINEERS DRAWNGS FOR UPLIFT CONNECTIONSNS OF GFFIr 4 , IU/3 �a ALUM. DRIP EDGE SET IN \, FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS a, I PLASTIC ROOF CEMENT OVER PRIMED 3 COAT- CEMEN11HOU5 FINISH APPLICATION I - OVER GALV. MIL. LATH W/ #15 FELT PAPER OVER NAILED OVER"xla" APPROVED HOUSEWRAP. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S ' •. (�" NOMINAL THICKNESS) I A GARAGE � I I ' B" CONC, MASONRY UNIT WALL (SEE ENGINEERS I I DRAWINGS FOR REINFORCING) TOP OF WINDOW cn I PREFIN. ALUM, FASCIA & 1 E- U � = (D __jr VENTED SOFFIT. a x I,' .. ruJlsH SLAG ON cRAUE I J 3�" POURED CONCRETE SLAB ON VAPOUR DARRIE 'u] ct a v v W CLEAN COMPACTED, TERMITE TREATED FILL. - FOOIINO NOTE 6 MIL. POLYETHYLENE VAPOR DARRIER OVER -- —� SEE FOOIING DETAIL FOR SIZE & COMPACTED FILL. REINFORCEMENT. - `(P CAE ONE STORY WALE S'ECT ON 2 e�e )CALL: N J.D. CrJ I 0 ROOF CONSTgJ'IC ION LL( ��J,yyATION (TUC-RS(i6) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED r0 I:J00 OF ATTC AREA W/ MIN. 50`/> & MAX. BO/ OF APPROVED ROOF IRUSSES 0 21"O.C. MAX. W/ Ed GUN REOUIREU VENTS 10 BE LOCATED MIN. 36" ABOVE NAILS G 6" 0.0. EAVE IN UPPER PORTION OF Af HC SPACE. INSULA110N BAFFLE BEIWEEPI 36" WIDE UNDERLAYMENT INSTALLED WIIHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO {� HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY _ LAAA A -FY i SHINGLES. PLACE UNDERLAYMENTON TOP OF MIL. DRIP AT EAVES. ' F\!!\!nom r i �/: -' _ � �` UGV P\!G!\ <IF•F,\E.� ��i, 11`\t' 1��� l \ l 1 � ��l PROVIDE MIDI. R19 BATT IDISUL, & r DRYWALL CEILING PROVIDE 0.002in P00ETIh LENS FILM OR #15 FELT BETWEEN TOP OF CONT„ BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HURIZONrAL #5 REBAR W/ USP HIA16 UPLIFT STRAP EMBEDDED 7" INTO BOND REAM. (SEE SIRUCF. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD, W/ SMUOIH CEMENIITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT, ENGINEER'S DRAWINGS W/ MIDI. 25" OVERLAP, TIED IU CONT. ROD IN FOOTING & BOND BEAM r7l., TYPICAL SAVE D ETA L c3 _, A IL E, kl . T.'3) ROOF CONS11RUCHON 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) �I P - E,o�F ALUM. DRIP EDGE OVER 3"x11" OVER 1 'x51" SPR. l INSULATION BAFFLE 2 -' ,w j' BETWEEN EACH TRUSS FASCIA A TTI TOP OF PLATE f PROVIDE MIN. R19 BATT INsuL, U/S r 1 U o OF oUFFI f _ DRYWALL � � D ALL CEILING TUT' OF WINDOWS SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REOUIREMEN TS VEN FED SOFFIT INSTALLED PER MANUFACTURER'S SD7 SPECIFICATIONS (`_�,_D7 FINISH SECOND FLOOR TOP OF C.M.U. WALL it INSTALL WINDOW PER WINDOW MANUFACTURER'S —SPECIFICATIONS &INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR 2" PAINTED DRYWALL 11"x32" STUDS 0 16" U.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BAF7 INSUL. FILLED (R-13) I" OSB EXTERIOR SHEATHING FINISHED 'TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. Nil. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (a' NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR FLOOR TRUSS LAYOUT 7OP OF BLOCK 4'{1J BOND BEAM FULLY GROU IED & REINFORCED (SEE vy -- OF GFFIr Co IU/3 I ALUM. DRIP EDGE SET IN \, I PLASTIC ROOF CEMENT REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. I - NAILED OVER"xla" #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S ' BLOCKING I DRAWINGS) Q I INSTALL WINDOW PER WINDOW MANUFACTURER'S TOP OF WINDOW cn I PREFIN. ALUM, FASCIA & 1 E- U � = (D __jr VENTED SOFFIT. LL.___JI PER FBC-RES 8613.6 & R613.7.5 G 2 I7". I I b 54 It FINISHED IEXIURE COANNC PER BUILDER " SPECIFICATIONS OVER PRIMED 3 COAT PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW CEMENTITIOUS APPLICATION, (}" NOMINAL THICKNESS) j,, , PROVIDE MIDI. R19 BATT IDISUL, & r DRYWALL CEILING PROVIDE 0.002in P00ETIh LENS FILM OR #15 FELT BETWEEN TOP OF CONT„ BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HURIZONrAL #5 REBAR W/ USP HIA16 UPLIFT STRAP EMBEDDED 7" INTO BOND REAM. (SEE SIRUCF. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD, W/ SMUOIH CEMENIITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT, ENGINEER'S DRAWINGS W/ MIDI. 25" OVERLAP, TIED IU CONT. ROD IN FOOTING & BOND BEAM r7l., TYPICAL SAVE D ETA L c3 _, A IL E, kl . T.'3) ROOF CONS11RUCHON 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) �I P - E,o�F ALUM. DRIP EDGE OVER 3"x11" OVER 1 'x51" SPR. l INSULATION BAFFLE 2 -' ,w j' BETWEEN EACH TRUSS FASCIA A TTI TOP OF PLATE f PROVIDE MIN. R19 BATT INsuL, U/S r 1 U o OF oUFFI f _ DRYWALL � � D ALL CEILING TUT' OF WINDOWS SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REOUIREMEN TS VEN FED SOFFIT INSTALLED PER MANUFACTURER'S SD7 SPECIFICATIONS (`_�,_D7 FINISH SECOND FLOOR TOP OF C.M.U. WALL it INSTALL WINDOW PER WINDOW MANUFACTURER'S —SPECIFICATIONS &INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR 2" PAINTED DRYWALL 11"x32" STUDS 0 16" U.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BAF7 INSUL. FILLED (R-13) I" OSB EXTERIOR SHEATHING FINISHED 'TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. Nil. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (a' NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR FLOOR TRUSS LAYOUT POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 WALL SECTION I CL I U TOP OF WINDOWS 4'{1J BOND BEAM FULLY GROU IED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & " UPLIFT REQUIREMENTS) Co I \, I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 1 #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S I DRAWINGS) Q I INSTALL WINDOW PER WINDOW MANUFACTURER'S cn I SPECIFICATIONS & INSTALLATION INSTRUCTIONS 1 E- U � = (D __jr I LL.___JI PER FBC-RES 8613.6 & R613.7.5 G V) I I b 54 GROUND FLOOR o I PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW �\ 1" PAINTED DRYWALL (R-0.45) vj ACTUAL WALL THICKNESS T FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) V) INCLUDING STRAPPING, if INSIDE AIR FILM (R-0.68) DRYWALL & 1" CEMENT( PIOUS 1"x11" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) FINISH= 93" T -NAILED INTO BLOCK. 8" CONC. MASONRY UNIT WALL (R-1.11) < I . FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMEN rITIOUS APPLICATION (1" J) _ NOMINAL 'THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION —. ��� _ DESIGN CONSTRUCTION DETAILS DRAWN � % "" • . REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER TJF •f.JF STRUCT. ENGINEER'S SPECIFICATIONS. CHECKED WMR/TJF CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE JOE3 No, 005/117 FINISH GRADE D c /� 4 DATE 06/22/11 b PLASTER SKIM COAT OR PAIN FED FOUNDATION WALL 32" CONCRETE SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 WALL SECTION I CL I U SD7 sHrr 0F � Co V) J TY Q cn 1 E- U � = (D __jr LL.___JI Q G V) b 54 _j 0rK 11J �\ T V) ✓'' if SD7 sHrr 0F V) J V) _j 0rK Ld < I . 0(-) J) _ n DESIGN DRAWN TJF •f.JF CHECKED WMR/TJF DWG,N. JOE3 No, 005/117 SCALE AS NOTED DATE 06/22/11 SD7 sHrr 0F J UL U338 1 HOUR RATED NON-LOADBEARING PANEL_ 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER a" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER a" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMIJ WALL ROOF CONSTRUCTION ASPHALT SHINGLES OVER "15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & SFRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD — DO NOT VENT OR PENETRATE SOFFIT 4 S D 6 PROVIDE MIN. R191ff R191INSIJL. & Z" DRYWALL CEILIf 1 LAYER 5/8" TY" DENSGLASS EXT SHEATHING BETWEEN TRUSSEt, TENED TO 2X BLOCKING, OVERLAP WALL TOP PLATE` RIJN TIGHT TO ROOF SHEATHING FIRE CAULK JOINT D SEAM`- SECOND F )R 1 HOUR R, D (U3709) EXTERIOR FIRE WALL SEE SHEET SD6 a" TYPE "X" DRYV NTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT INEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILL -13) o" TYPE "X" RATE '/ BD. EXTERIOR SHEATHING FINISHED TEXTUREPING PER BUILDER SPECIFICATIONS OVER PRIMED 3 C ;EMENTITIOUS APPLICATION OVER GALV. MTL. LATH 15 FELT PAPER OVER APPROVED HOU SEWRAP. (a" NOMINAL THICI �) FINISH SECOND FLOOR `Ir 16" DEEP OPEN V LOOR 1 RUSSES P \/ FLOOR TRUSS LA' TOP OF C.M.U. WALL X11, I- BOND BEAM FULL' UTED & REINFORCED (SEE STRUCT. ENGINEET 'AWINGS FOR SPECIFICATIONS & UPLIFT REOUIREM REINF. PRECAST ( LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL R (SEE STRUCT. ENGINEER'S DRAWINGS) w GROUND F R Q7 SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE 0a - t— FINISH GRADE 00 PLASTER SKIM COAT OR PAINTED FOUNDATION WALL 1 HOUR R:D CMU WALL INDICATES 1 HOU' ED CMU EXTERIOR WALL. PER F.B.C. TABLE 72C ITEM # .3-1.3 WITH 721.3.1 FOR EOIJIVELANT THICI \ \ REINFORCED CON( MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEE ECIFICATIONS. CLEANOUT OPENII\ R EACH GROUT CELL 4 d �Q 1 L 4 a } 32" CONCRETE SL, J 6 MIL. POLYETHYLENE VA BARRIER _ CLEAN COMPACTS MITE TREATED FILL, POURED CONC, FC SLAB THICKENING. (SEE ENGINEER'; L FOR SIZE & REINF.) '1 HOUR EXTERIOR WALL SES 1 ON (T\(F) SCALE: ��. res). WOOD TRUSSES, GYPSUM WALLBOARD so layer 5/9" type X gypsum wallboard applied at light angles to wood root trusses 24" O.C. with 1114' Type W or S drywall screws 24" o.c. Face layer 5/4" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/B" Type W or S drywall screws '12" o.c. at joints and intunnedilde Irussus and 1112" Type G drywall screws 12" o.c, placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covuring. UL- DETAIEQ `�7;ktWutt `— Approx. Ceiliny Weigh: 5 psf Firo TesC FM FC 172, 2-25-72; IT3, 6-6-911 ,.t Z �ti 4'si� k ft3pPs7 �: t?'laallieati�:—E�pt�snd.Qrco�:�e�d�.v��*fj'otnll�tushec� 2, Jaictts E!}?ased: crcQverd,wvitia ftbr tam paid jttizak.fiztiGher.. =s ata all ,nate; xaQznival 3, 3 ire. Ehi�k•, ��I.-�u;za si�zt�t� lrl,asiaxIrra�rk�e a�alied � She. �zakize iuz�`a��.o£k*%la;aifi�;ve,c�er Atrial 00� Joints ein ¢tcL�d: 3 Y ds d eitaentcaated lid la I- �8 ixa_ itltt�,;l.091,J ilk. sl k diataa, !P zta.,diazit headQ end 8dt aienl�rakgct,uails f ire;lc��,+J-lI3 in.`shatal: diad 9132,it;-�icazn head: -�, C:II')asttt?a Board —.¢ — J�.� gin, thick, kwva 1a,y�zls a�d.�itherLoziz�zak�llyrar.v�riicallf.Intae� 11AYerattaelted to studs with the 1-18 in ,bails seed 6 in. 0G. Qutp :layer attirlied to studs +giver !ztn:r 2 ti r wwriYJs the 7-31:5 in, itrng taails s ! yed iGG. V`a�tads—Alt ttt 'I e rk�ea3t ^eTe wkhjoi-a ,se S. Jtnts t1a�er of{et with Jatn6:f trroz vpposite side_ Nviljm used iia Nvidths other that 43 ut.. g�ipsum iruard to Lail installed, hurizf).tatally 'rVh n,4teedrrsattng' aft ez (Item 6)are used;, izaic la)rarattached to furrtnk ch.sInieL with its. lQng ?')pe S hugle-!toad steel scr� wtys sliced tzxa� 7 in...,(JG; dace laser attached wtiith I-5/sin lQztg Type,S Mu le-itl3,tl'siee! svxewvs ppt"d zztaa i in. CIC). r(6 U E D ETA I L_ D� IJL DESIGN IJ338 WONTAL SLCIIUN I. WOW Sunda - Nam 2 by I or 2 by 41,., not prw, spaced 24 in, U.C. ma/, ,f w�,iy rue , bud. 2. GYPsam 6aerd' - rut Naat-zol d wail ra0nd - Uiw bym of S/d III. ouch, uti Veunl board secured to path dJu ar 111.d Gypsum ocnrd applWJ honantauv er yelticah'e unlccc 5uecnleJ .low, with verticsl Jaln a centered an sWdc, and aped to studs and boon, piety'/ In. U C. w.lh CJ «merit coattd nulla, I. -//a a. long, 0.0915 1n. shank clonl and 1/4 1n. dram neat. As on oftemaly, No. 6 Layla haat drr.all Xr , L.//6 In. long, may be wir.UtulaJ for firs Gd cement coated nails. 28. Gypsum Board- - (As an altrnaLo to Itrn 2, not shown) - For Nonbearing Wall FOUng - Any 51d In. Uuck OYpsaur panels supplied by the Cla-fled Carupurit,-tilled below shown GYP.Ual Board' (CKNX) category. Applied ho,uoutally e vertically and attached to studs and t>zarmg plates with 1.1/4 In. long Type W Coarw thread gypsum panel Steel sera.. spaced a max D In. OC, with last Wow I in. from edge of board, Whmn wed in widths other than 40 III., gy Wpan board C be installed horitontaliy. CANADIAN GYPSUM COMPANY UNITED STATES OYPSUM Co USG MEXICO S A DE C V 2C. Gypsum Board- - Same as Item 2D. For Bearing Will rating - Ad01Uona1 layer or 5/8 In. thick, 4 R y lot wa;IU-,, each $100 of assembly, Attached to studs over Inner layer a In. O.C. Ina. With 1.7/6 In. long Type W coarse thread gyps. panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C Y 2D. Gypaum Board" - (As an alternate t0 Item 2, hot shown) - for Nonbearing JVrul ralmi, - 5/8 In. thick gypsum pane applled horizontally or vertically and attached to studs and boiling plates With 1-1/41n. long Type W coax unxad gyps, Panel steel sa"W5 spaced a look in. OC, with last screw 1 In. from edge of board, when used In wh1dis other than 40 b gypsum board to ba ill tallad h,,Uantoily. AMERICAN GYPSUM CO -Typed ACX -1, AG -C CERTAINTEED GYPSUM INC - ProRW Type C or Pro Roc type X CERTATNTEEO GYPSUM CANADA INC - Prom" Type C or Nettie type X TEMPLE-INLAND - Type IGC 2E. Gypaum Board' - Same Uy Item 2O, ror Dearing Wall rating - Additional layer of 5/8 In. thick, 4 it nide wallboant each side W a5satnbly. Attached to studs over Inner layer 8 in. O.C. max with 1-7101n. long Type W coarse thread gypsur panel steel screws. AMERICAN GYPSUM CO - Types AGX-I, AG -C CERTAINTEED GYPSUM INC - Pro ROC Type C or Pro Roc type x CERTAINTEED GYPSUM CANADA INC - PropoC Type C or PMRm; Type X TEMPLE-INLAND - Type TG -C 2F. Gypsum Boards - (As an alWnmlu to lUon 2, not shown) - For Noubearing Will rating - 518 in, Wick gypsum panel: with square edges, applied allhar had—tally or vertically, Gypsum panels fastened to framing WIUI 1.1/4 In. long typo N coarse thread gypsum panel .lacl ;,crews spa,Sd a mux 0 In, OC, wNi last 2 screws I and 4 In. rroni edge of board or nailed as described m Item J. When ucd In widths of other than 40 m., gypsum boards are to be installed hofilvotaily. TEMPLE-INLAND - Gr 1C; D,, I'ypa X. TEMPLE-INLAND -'Typo X GomfarLQWard Sound DcaJening Gypsum euaid. 21. Wall and Partition facings and Acceaeariees - (A5 an alternate to Items 2 through 2H) - Nouih)dl 5/0 in. thick, 4 it wide panels, applied vertically and secured as dexribed in Item 2 or 2A. SERIOUS MATERIALS INC - Types Quiel6Ock ES, QuictRock 527 J. Joints and Nall Heada - GYW Urll Ward JolnLs of aider layer t9veied with pipe' tape and Juint compound. Nail heads of outer layer covered with Joint Compound. As Co altenlale, nom 3132 [1,. thick gypSanl veneer plaster troy to applied to Ula entire surface of Clos:Ifled veneer baseboard with Joints reinforced .tin paper tape. 4. valla amt Blankets- - (Optional) - Ma. lin. thickness glass or mineral hoar Ualt insulation. See Ratti and blankets- (DZJZ) ealagory for names of Classmad eomp,ocs. 4A. Tiber, sprayed' - As an ddgt pat` to tons and Blankets (Item 4) - Spray applied cellulose matenal. the fiber is applied with water to completely fit lila t0dused cavity in acwrdance will) the application Instructions supplied with Ula product Nominal dry density or J.O Ib/Rs. AlLemata application method: The filler is aFplled with U.S. roplKLer LLC Type ADIOU hot melt adhesive at d nominal ratio of coca part adhesive to 6.6 pans hUer to completely fill the endowdl cavity in accofrlonce with the ePi.I1 d,nl instructions supplied with the product. Nominal dry dcnslty of 2.51D/RI. U S GREENFIBEK L L C - COLoan2 $LaUilitod Or COCcen-FILM (Fire Riled I4ateliJl) 48. Fiber, Sprayed- - As on altenote to Batts and blankets (Item 4) aid nem 4A - Spray applied cellulose insulation material. The hoer Is applied with water to interior surfaces in accordance with the appiicaUon Insbuctlons supplied with Un product. Applied to completely rill the atcle5cd cavity. Minimum dry density of 4.3 pounds per cool: M NO -WOOL co INC - CelWluse InsubIlon 4C. Fiber, sprayed- - Asan alternate to Oulu and Ulankels (Item 4) - Spray applled cellulose fiber. The titer is applied ME, water to coml,lelciy hill the endosed cavity In accordance wid, the appliwgual bn,k u tions supplied with the prpducL Ins minimum dry amsily, snap be 4.301usim'. INTERNATIONAL CELLULOSE CORP - Calcar -RL tring Ilio UL ClassItcotlon Mark UL DETAIE` 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" DENSOLA'SS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH J fel `1 \1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH E3EAM — SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE ✓� PORCI-1 OVERHAN(_; DETAIL_ '( ) LJJ geslgn No. U33a o r lember 45, 1 Ranbearinp or 8eering Wal1 l Rating ting - 1 HR. 3 (See Item, 2 and 2A) MaNh Paling - One layer or Wallow 1- Min. IO Min. Two Laycn M Wallboard - Min. 39 Min Wad AdaadAn, Canadian Application- Seo Oa:da BXUVI WONTAL SLCIIUN I. WOW Sunda - Nam 2 by I or 2 by 41,., not prw, spaced 24 in, U.C. ma/, ,f w�,iy rue , bud. 2. GYPsam 6aerd' - rut Naat-zol d wail ra0nd - Uiw bym of S/d III. ouch, uti Veunl board secured to path dJu ar 111.d Gypsum ocnrd applWJ honantauv er yelticah'e unlccc 5uecnleJ .low, with verticsl Jaln a centered an sWdc, and aped to studs and boon, piety'/ In. U C. w.lh CJ «merit coattd nulla, I. -//a a. long, 0.0915 1n. shank clonl and 1/4 1n. dram neat. As on oftemaly, No. 6 Layla haat drr.all Xr , L.//6 In. long, may be wir.UtulaJ for firs Gd cement coated nails. 28. Gypsum Board- - (As an altrnaLo to Itrn 2, not shown) - For Nonbearing Wall FOUng - Any 51d In. Uuck OYpsaur panels supplied by the Cla-fled Carupurit,-tilled below shown GYP.Ual Board' (CKNX) category. Applied ho,uoutally e vertically and attached to studs and t>zarmg plates with 1.1/4 In. long Type W Coarw thread gypsum panel Steel sera.. spaced a max D In. OC, with last Wow I in. from edge of board, Whmn wed in widths other than 40 III., gy Wpan board C be installed horitontaliy. CANADIAN GYPSUM COMPANY UNITED STATES OYPSUM Co USG MEXICO S A DE C V 2C. Gypsum Board- - Same as Item 2D. For Bearing Will rating - Ad01Uona1 layer or 5/8 In. thick, 4 R y lot wa;IU-,, each $100 of assembly, Attached to studs over Inner layer a In. O.C. Ina. With 1.7/6 In. long Type W coarse thread gyps. panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C Y 2D. Gypaum Board" - (As an alternate t0 Item 2, hot shown) - for Nonbearing JVrul ralmi, - 5/8 In. thick gypsum pane applled horizontally or vertically and attached to studs and boiling plates With 1-1/41n. long Type W coax unxad gyps, Panel steel sa"W5 spaced a look in. OC, with last screw 1 In. from edge of board, when used In wh1dis other than 40 b gypsum board to ba ill tallad h,,Uantoily. AMERICAN GYPSUM CO -Typed ACX -1, AG -C CERTAINTEED GYPSUM INC - ProRW Type C or Pro Roc type X CERTATNTEEO GYPSUM CANADA INC - Prom" Type C or Nettie type X TEMPLE-INLAND - Type IGC 2E. Gypaum Board' - Same Uy Item 2O, ror Dearing Wall rating - Additional layer of 5/8 In. thick, 4 it nide wallboant each side W a5satnbly. Attached to studs over Inner layer 8 in. O.C. max with 1-7101n. long Type W coarse thread gypsur panel steel screws. AMERICAN GYPSUM CO - Types AGX-I, AG -C CERTAINTEED GYPSUM INC - Pro ROC Type C or Pro Roc type x CERTAINTEED GYPSUM CANADA INC - PropoC Type C or PMRm; Type X TEMPLE-INLAND - Type TG -C 2F. Gypsum Boards - (As an alWnmlu to lUon 2, not shown) - For Noubearing Will rating - 518 in, Wick gypsum panel: with square edges, applied allhar had—tally or vertically, Gypsum panels fastened to framing WIUI 1.1/4 In. long typo N coarse thread gypsum panel .lacl ;,crews spa,Sd a mux 0 In, OC, wNi last 2 screws I and 4 In. rroni edge of board or nailed as described m Item J. When ucd In widths of other than 40 m., gypsum boards are to be installed hofilvotaily. TEMPLE-INLAND - Gr 1C; D,, I'ypa X. TEMPLE-INLAND -'Typo X GomfarLQWard Sound DcaJening Gypsum euaid. 21. Wall and Partition facings and Acceaeariees - (A5 an alternate to Items 2 through 2H) - Nouih)dl 5/0 in. thick, 4 it wide panels, applied vertically and secured as dexribed in Item 2 or 2A. SERIOUS MATERIALS INC - Types Quiel6Ock ES, QuictRock 527 J. Joints and Nall Heada - GYW Urll Ward JolnLs of aider layer t9veied with pipe' tape and Juint compound. Nail heads of outer layer covered with Joint Compound. As Co altenlale, nom 3132 [1,. thick gypSanl veneer plaster troy to applied to Ula entire surface of Clos:Ifled veneer baseboard with Joints reinforced .tin paper tape. 4. valla amt Blankets- - (Optional) - Ma. lin. thickness glass or mineral hoar Ualt insulation. See Ratti and blankets- (DZJZ) ealagory for names of Classmad eomp,ocs. 4A. Tiber, sprayed' - As an ddgt pat` to tons and Blankets (Item 4) - Spray applied cellulose matenal. the fiber is applied with water to completely fit lila t0dused cavity in acwrdance will) the application Instructions supplied with Ula product Nominal dry density or J.O Ib/Rs. AlLemata application method: The filler is aFplled with U.S. roplKLer LLC Type ADIOU hot melt adhesive at d nominal ratio of coca part adhesive to 6.6 pans hUer to completely fill the endowdl cavity in accofrlonce with the ePi.I1 d,nl instructions supplied with the product. Nominal dry dcnslty of 2.51D/RI. U S GREENFIBEK L L C - COLoan2 $LaUilitod Or COCcen-FILM (Fire Riled I4ateliJl) 48. Fiber, Sprayed- - As on altenote to Batts and blankets (Item 4) aid nem 4A - Spray applied cellulose insulation material. The hoer Is applied with water to interior surfaces in accordance with the appiicaUon Insbuctlons supplied with Un product. Applied to completely rill the atcle5cd cavity. Minimum dry density of 4.3 pounds per cool: M NO -WOOL co INC - CelWluse InsubIlon 4C. Fiber, sprayed- - Asan alternate to Oulu and Ulankels (Item 4) - Spray applled cellulose fiber. The titer is applied ME, water to coml,lelciy hill the endosed cavity In accordance wid, the appliwgual bn,k u tions supplied with the prpducL Ins minimum dry amsily, snap be 4.301usim'. INTERNATIONAL CELLULOSE CORP - Calcar -RL tring Ilio UL ClassItcotlon Mark UL DETAIE` 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" DENSOLA'SS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH J fel `1 \1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH E3EAM — SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE ✓� PORCI-1 OVERHAN(_; DETAIL_ '( ) LJJ <I C� Z 0 1— n Iz U V) r -D �vmrv�a,pgV-v,jz✓��. C f_ e a p u>at i � w o lei < J O of a C� rD rn C) -,TIT rC%��•.2 ��c'J r\2 O, �7 , �r C� E, Q aJ 41 O C 70 P, J P4 jJ I� 4 El Lj� � E- rW, LLJ E -i \1 . CU r-- \ Lp a. JI �1V �T I� C\ �` a /7_7 LLJI f _J LLJ DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905117 SCALE AS NOTED DATE 06/22/11 SD8 SHT OF