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2002, 2006, 2010, 2014 Shalimar Loop (a)DRAWNG NDEX SHEET NO. I DESRIPTION C-1 COVER, INDEX, REVISIONS, BC1 NOT USED BC2 BUILDING COMPOSITE FIRST FLOOR PLAN BC3 BUILDING COMPOSITE SECOND FLOOR PLAN BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC6 BUILDING COMPOSITE ROOF PLAN 1 .1 A UNIT TPTH06EA FLOOR PLANS AND DETAILS 1.2A UNIT TPTH06EA ELEVATIONS AND DETAILS 1.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS 2.1 B UNIT TPTH03B FLOOR PLANS AND DETAILS 2.2B UNIT TPTH03B ELEVATIONS AND DETAILS 2.38 UNIT TPTH03B BUILDING SECTION AND STAIR DETAILS 3.1 A UNIT TPTH02A FLOOR PLANS AND DETAILS 3.2A UNIT TPTH02A ELEVATIONS AND DETAILS 3.3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS 4.1 A UNIT TPTH05EB FLOOR PLANS AND DETAILS 4.2A UNIT TPTH05EB ELEVATIONS AND DETAILS 4.3A UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 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 E-1 ELECTRICAL NOTES AND SCHEDULES E-2 W4°a NOT USED E -3A Co UNIT TPTH02 ELECTRICAL PLAN, PANELSNOTES E-4 Oaf Q U� NOT USED E-5 O UNIT TPTH03B ELECTRICAL PLAN, PANELS NOTES E-6 UNIT TPTH05EB ELECTRICAL PLAN, PANELS NOTES E-7 UNIT TPTH06EA ELECTRICAL PLAN, PANELS NOTES T E-8 LL NOT USED M-1 MECHANICAL LEGEND, DETAILS AND SCHEDULES M-2 NOT USED M -3A �r UNIT TPTH02 MECHANICAL PLAN, PLUMBING RISERS M-4 CL NOT USED M-5 C\1 UNIT TPTH03B MECHANICAL PLAN, PLUMBING RISERS M-6 C2. UNIT TPTH05EB MECHANICAL PLAN, PLUMBING RISERS M-7 UNIT TPTH06A MECHANICAL PLAN, PLUMBING RISERS M-8 NOT USED M-9 PLUMBING DETAILS AND SPECOFICATIONS. NVRAW As 1/ 1 Construction Documents Project Coordination ■ DESIGN TF Design, Inc. 6685 t r Melbourne FL, 32940 288-6274 tfrost@t-f-design.com REV # DATE DESCRIPTION 00 07/08/11 ISSUED FOR PERMIT LOCH LAKE TOWN HOMES SANFORD F ORIDA OTS *4o THRU *3 TPTH06E TPTH03 TPTH02 TPTH05E 40 ELEV. 'A' 39 ELEV. 'B' 38 ELEV. 'A' 37 ELEV. 'P' (REV.) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record llgt LJ�L.:..1 LJ m 1 > V [E�.. w MONTA CONSULTING & DESIGN ®f WMR AND ASSOCIA'T'ES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 Builder &Owner MATTAMY 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 GENERAL DESIGN CRITERIA NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FBCR 2007 EDITION WITH 2009 AMENDMENTS. OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF B) BALCONIES - 60 PSF C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 9 7� a / 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 U_ E O (V d' O >- O m U WNd- O :'= LO zS LO cc �� ■ 3:'t �„� CO c U) O Car W '�'CO CZ c� C=NCL CU O V� = 0 M CZ Lp --, Z Ma ? 0CDO V Q�a' 0-i�CBJ ~ O W 0 0 0\ co N Z F- .E ui -t °- () Ld 6 m Z Z L) 0:� < ., p' � dearsLZ LLJ LLJ LLJ Ld LL T U) 00 O W4°a TJF/AT Or WMR Co d- Z Ci) Oaf Q U� C\ C) 07/08/11 O M Cn C LL 0) Q � O LLJ L �r � C\J CL 0 W C\1 s- d C2. O � C F_ MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 9 7� a / 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 U_ E O (V d' O >- O m U WNd- O :'= LO zS LO cc �� ■ 3:'t �„� CO c U) O Car W '�'CO CZ c� C=NCL CU O V� = 0 M CZ Lp --, Z Ma ? 0CDO V Q�a' 0-i�CBJ ~ O W 0 0 0\ co N Z F- .E ui -t °- () Ld 6 m Z Z L) 0:� < ., p' � dearsLZ LLJ LLJ LLJ Ld LL T U) Y a a' 00 [DESIGN W4°a TJF/AT CD WMR DWG.No. Z 905/117 Oaf Q U� CO C) 07/08/11 � UD �0wC� C\2 Q � LLJ O Ld 0� 0 < -'t __J zf� =V) ry O n 1 _J Y a a' 0 [DESIGN W4°a TJF/AT co WMR DWG.No. JOB No. 905/117 Oaf Q U� CO DATE 07/08/11 � UD �0wC� C\2 Q � Y a a' SHT 1 OF 20 C.1 DRAWN [DESIGN QUADR TJF/AT HECKED WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT 1 OF 20 C.1 a Lc rTPTH06E TPTHO3 TP.TH02 7 TPTH05E (:40 FLFV.' V . 'Ay ELE V . yDy �� -ELEV. y/�y � / 9 y L)ELEV. B (REV�) FOR FLOOR PLAN NOTES; DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 1 UNIT BtJlLDlN',r--','l FIRST FLOOR PLAN PLAN 3/16 9 9 - I - 0 99 WALL SYM13OLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS Lij 0 u cn LLJ rI vl W � �dl®pg78p�A//bpd O v A�,I.....a®tlr �np•�p �� W ��We Y u c� °�✓ ®WYu1YP� O re 16Y ��.✓y IP'A 0 J � �`."�( . � sky < 00, L0 CQ n 00 U)- H 4 - �n z E— cn LL 4 z C9 E- I-- LLJ o� �C a a � 00 00 oL o LiDESIGN DRAWN CHECKED DWG.No, JOB No. SCALE AS NOTED DATE BC=2 SHT OF 20'-11 1"20'-11 2 20'-0" 20'-0" 2 00"-" 06EC3 9TPTH03 TPTH02 TPTHOS�ffEV,A 9 9_ �_ 9 n 3_ 9 9 9.�' "'ELEV. B EEFV, A EEEV. B (REV) FOR FLOOR PEAK NOTES, DIMENSIONS AND DETAILS SEE INDMDUAE UNIT PLAN SHEETS FOR EIRE SEPARATION NOTES OE ROOF ASSEMBLIES SEE SHEET BC -6 131JILDINC-'i SEC-.10ND FLOOR PLAN e_�/ 16 99 IL699 — 19 ®099 WALL SVM13OLS LEGEND INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1 /SD6 INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE S/SD6 SEE ALSO WALL SECTION 4/SD8 z 0 < � Zo z� CQ U1 � �w I �� Q� coo II UD N P4 P4 Eo LSI % 00 L) L LLJI Ld CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 0 z0 0 D� C) CO � 0 J LTJ < 0 0 O CL -1 —1 DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 G 8'x44 I.' x x I.L x x x ..Ir rO 6:12 6:12 o ' O O O x x � D D cD A• 00 C4 l0 I ., .. :. .. - .. .. .. : . .. .1 . . , .. L�] (: TPTHT' T' 05E 02 TPTH03 TPTH06E 37 ELEV: 'B' (REV.) 38 ELEV. 'A' &39ELEV. 'B' D4OE�EV. 'A' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6: 12 NOTE: PLATE IS RAISED TO 9'-1" FOR FRONT BEDROOM THIS UNIT 6:12 \ 6:12 E1 I E2 4:12 E3) (E4 9- 6:12 mmam-m_m"LI 1' imilliIIIIII 40 TPTH06E 39 TPTH03 38 TPTH02 E�EV. 'A' ELEV. 'B' ELEV. 'A' F I RONT ELEVATION U111111111111111 111111111111111111 U1111111111111111111111111111111111 37 TPTHDSE ELEV• 'B' (REQ ) FOR ELEVATION NOTES, D ME�NI SIGNS AND DETAILS SEE RD 1/ DUAL UNIT EFEVATM SHEETS l ITNIT BUILDING -7 fAND REAR ELEVATIONs 3/169 1'e0 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR o T 00 I� O I � 00 C61 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD o TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR o I 00 o I 00 Ln I L I L LJ "aex" K� OITA9 9000 (: TPTHT' T' 05E 02 TPTH03 TPTH06E 37 ELEV: 'B' (REV.) 38 ELEV. 'A' &39ELEV. 'B' D4OE�EV. 'A' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6: 12 NOTE: PLATE IS RAISED TO 9'-1" FOR FRONT BEDROOM THIS UNIT 6:12 \ 6:12 E1 I E2 4:12 E3) (E4 9- 6:12 mmam-m_m"LI 1' imilliIIIIII 40 TPTH06E 39 TPTH03 38 TPTH02 E�EV. 'A' ELEV. 'B' ELEV. 'A' F I RONT ELEVATION U111111111111111 111111111111111111 U1111111111111111111111111111111111 37 TPTHDSE ELEV• 'B' (REQ ) FOR ELEVATION NOTES, D ME�NI SIGNS AND DETAILS SEE RD 1/ DUAL UNIT EFEVATM SHEETS l ITNIT BUILDING -7 fAND REAR ELEVATIONs 3/169 1'e0 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR o T 00 I� O I � 00 C61 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD o TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR o I 00 o I 00 Ln I L I L LJ z 0 1-- h U c E� epi LJ d �IINNI►�� a O ,�®, 8 S llv7,,"m v� "�e w — p Q ° Q w I IN P4 00 C/D H W Z O L JI ILa_➢ T LL— a rl-1 00 Ld 0 00 0 ®® D 0 LLJ 0 LTJ -t 0 o-< LLJ y DESIGN DRAWN CHECKED DWG.No• JOB No. SCALE AS NOTED DATE BC -4 SHT OF 0 too7TH06E E I_ E Vw 4V' A' UPGRADED CORNER ELEVATION TOP OF PLATE TOP OF WINDOW COND FLOOR TOP OF WINDOW o 00 FIN. GROUND FLOOR FIN. GRADE 00 8: 12 6:12 6 �2 FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS37 ELEV05B' (REV.) II_ UNIT BUILDINIG" 'LEFT AND RDGHT END ELEVATIONS 3/16 1 0 WALKWAY 'A' ERDNT ENTRANCE V WALKWAY ELEV A' ' E2 - - - CE3 - WALKWAY ELEV A SHUTTERS CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY SHUTTERS CY WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC --4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDMDUAE UNIT ELEVATION SHEETS 4 UNIT BUILDINCiWALL ELEVATIONS', 1 99 3/16 1 -0 TOP OF PLATE TOP OF WINDOW FIN. SECON TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE co DESIGN (-D 0 z Z 00 rr) Q�e00D 00 C 1 00 Z E� 71— z r In, W 0 � o z �Ld Ld Lo_l L� Q 1 cn o DESIGN 0 Q� CQ 00 rr) Q�e00D C 1 00 Z E� 71— z C/D In, 0 �Ld o-- � <00 CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 0 Q� CQ �WzDO Q�e00D 1 00 Z E� 71— C/D In, DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -5 00 I 4 U i�IN 68 TPTH06E ELEV. 'B' @—V 4'-62" 60 TPTH02 _ EL-E�� 'A' LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY EBCR 2007 SECTION 8320.7 4 UNIT BUILDING7 ROOF PLAN, 19 — .9— 99 :7ifmm 65 TPTH05E ELEV. 'B' (REV) ROOF SYMBOLS LEGEND INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE SAVE IN UPPER PORTION OF ATTIC SPACE. LFII Z 0 U Lli LJ -4- 0 Ni I Q z Aq. f Om Q d BdJ A® J 60 ®g0+11WAA0BA }� q d� qq � �°t"dn� "'wA � O CPP A LI._ E z �w I IN A n_ E-1 Ld a o � 00 0 o0 0 ®0 0 LL 0 0 < 0 0 DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE I BC -6 SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. �LE3 E WALL CONSTRUCTION (2x4) NTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH z LLI W - _ MAX. STAIR HANDRAIL HEIGHT = 38" FLIGHT OF STAIRS 3/4" T&G SUB -FLOOR >- W z O C� = _ _o ig: O w MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" v) COMPLYING WITH FBC2007 R613.8.1 U7 FICATION OVER 7/8" THICK PRIMED 3 O On W z _ C 3.) W LL] J W J WASHER z OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS , METAL LATH w/ WATER RESISTANT 0 W F m TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL z W W W mo Z 0 W z > u O � �o a m Q m I-< o Q _ z O O U O Q z <t m _L 1--3: CJ n Q FLOORS w/ CONDITIONED SPACE ABOVE. TAPE Z J WW m ~ ~ CD D z D W O DOOR FROM GARAGE TO HOUSE Q >- D -o z Z O O m Z 3 w AND WEATHERSTRIPPING. W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 274" 508" 9.32 NO RETE BL K CONSTRUCTION - W22 1 H5SH BLOCK SINGLE HUNG 26�' 63" 274' 634" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 2621" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO m cn r- W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 4" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604' 11.67 NO 45 MIN, W51 24 SH BLOCK SINGLE HUNG 37" 508" 374" 508" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES 2� W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 1800 YES W91 48x50 SHL BLOCK SINGLE HUNG 48" 508" 484" 508" 16.88 NO 1 8" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48" 63" 21.00 'YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484"r484"' 24.00 YES INTERIOR DOOR 8' CLG. TYP, W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 16.00 NO 5HJ W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES 6'-8" 1 8" INTERIOR DOOR 8' CLG, TYP. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 6� 2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG, TYP. 8 1'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. DOOR SCHEDULE 1 NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 2.) �LE3 E WALL CONSTRUCTION (2x4) NTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH z LLI W DN O MAX. STAIR HANDRAIL HEIGHT = 38" FLIGHT OF STAIRS 3/4" T&G SUB -FLOOR >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. 17R C� JUNCTURE BETWEEN EXTERIOR PLASTER AND ED TEXTURED COATING PER BUILDERS FINISHED RAILING WITH PICKETS SPACED FLOOR TRUSSES BY REGISTERED TRUSS MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" = 3'-0" COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR FICATION OVER 7/8" THICK PRIMED 3 ' MANUFACTURER. (SEE STRUCTURAL ENGINEERS (FBC-R613.8.2) MIN. CLEAR STAIR WIDTH FOR WINDER STAIRS = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" LL] THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING NAILING SCHEDULE) PROVIDE DRAFT STOPPING WASHER IN WIDTH OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS , METAL LATH w/ WATER RESISTANT 0 EVERY 1000 S.F. BRACING IN ACCORDANCE F WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 1 UPPERS IER PER ASTM C 1063 & APPROVED FLOOR AREA (FBC-N1101.1.2.2) WITH TPI/WTCA BCSL (1/4') PANEL TYPE O = 6" 4.) � W m EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. U) z O � W0 z ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. I-< SPACE FBC-R613 8) _ w = ¢LL THING, 2x4 STUDS Q 16" O.C. TO U FLOORING z <t O _ ~ cD CJ z m FLOORS w/ CONDITIONED SPACE ABOVE. TAPE w z 0 O 0 w = = z SPECIFICATIONS) R13BATT INTERIOR DRYWALL FINISH. w n O Z DOOR FROM GARAGE TO HOUSE 2'-8" 6'-8" 1 CONCRETE MASONRY UNIT. (EXCLUDES B LABEL YES FOR 1 HR RATED WALLS SIN AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 1 4R4 CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RATING OF 1 HOUR WHERE LIMITING DISTANCE<t o3 2'-8" 8'-0" 1 4" R4 CLOTHES DRYER VENT (FBC-M1502) IS LESS THAN 3'-0" 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH SCALE 10'-0" FROM A/C CONDENSER. MIN. 36' FROM RETE BL K CONSTRUCTION - ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING �) 1B 3'-0" 6'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS ATTIC ACCESS(FBC-RlOO1) 13 FINISHED TEXTURE - SQUARE FOOTAGE CALCUL A TIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR .SURFACE Of - 1 C 3'-0" 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION m cn r- COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 1D 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 18 LT 0 0 D ~ 1 E 3'-0" 8'-0" 1 4" R4 45 MIN, YES FOR 1 HR RATED WALLS O I- TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT m OF WALL. 1x2 PRESSURE TREATED 2'-8" 6'-8" 1 8" INTERIOR DOOR 8' CLO. TYP. Do- m 2� 2'-8" 8'-0" 1 8" x INTERIOR DOOR 9' CLG. TYP. z 03 2'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. oo w REFLECTIVE INSULATION (R-4.1), 1/2" 1� 2 HOUR SHAFT LINER SYSTEM PARTY WALL 3A 2'-6" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP, V) N Q = (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY 0 2'-4" 6'-8" 1 g" INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. 2'-0 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP, 5HJ 2'-0" 8'-0" 1 g" INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 8" INTERIOR DOOR 8' CLG, TYP. 6� 2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG, TYP. 8 1'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG. TYP. r n u '),> n" FIR ST FLOOR PLAN d - I 5'-102" W57 W57 CONSTRUCTION NOTES (Unless Otherwise Noted UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1" MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 20'-11RANGE HOOD VENT (FBC-M15=2 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. 1>> 1>> REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING 11'-72 3'-52 SPECIFICATiQNS APPLIN(-E SHALL COMPLY WITH UL923 -------------- - --- --------- -- ----r 13'-10" MASTER SUITE CARPET I TEMPERED GLA S SHO ER I ENCLOSURE J------- - TEMPERED GLASS W55 SOAKER B X60"x36% 6'-04„ BATH OASIS / 9 HIGH COFFER \ 31, FIRE WALL BELOW, TO UNDERSIDE OF ROOF S-24 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 0373 AND INSTALLED PER MANUFACTURERS I W57 i 1 - W.1. C, x 1 L/ CO w \� m O --- _-_-__ J- - O DBLE. HANGING m W97 BEDROOM 3 CARPET u� C cn r 6'-91» 1 D 4 Li _ M m MAX. NOSING TREAD & NOSING MAX. RISER MIN. HEADROOM MAX. VERTICAL RISE FOR C� 2.) �LE3 E WALL CONSTRUCTION (2x4) NTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES ON PRE-ENGINEERED RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH z LLI 6 DN O MAX. STAIR HANDRAIL HEIGHT = 38" FLIGHT OF STAIRS 3/4" T&G SUB -FLOOR >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. 17R MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND ED TEXTURED COATING PER BUILDERS FINISHED RAILING WITH PICKETS SPACED FLOOR TRUSSES BY REGISTERED TRUSS MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" = 3'-0" COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR FICATION OVER 7/8" THICK PRIMED 3 ' MANUFACTURER. (SEE STRUCTURAL ENGINEERS (FBC-R613.8.2) MIN. CLEAR STAIR WIDTH FOR WINDER STAIRS = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" CEMENTITIOUS APPLICATION OVER THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING NAILING SCHEDULE) PROVIDE DRAFT STOPPING WASHER IN WIDTH OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS , METAL LATH w/ WATER RESISTANT 10" EVERY 1000 S.F. BRACING IN ACCORDANCE F WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 1 UPPERS IER PER ASTM C 1063 & APPROVED FLOOR AREA (FBC-N1101.1.2.2) WITH TPI/WTCA BCSL (1/4') PANEL TYPE 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. E WRAP, 7/16" OSB EXTERIOR - J UNDERLAY UNDER RESILIENT AND WOOD & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE FBC-R613 8) 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) THING, 2x4 STUDS Q 16" O.C. TO GARAGE WITH LIVING SPACE ABOVE & 1/2" FLOORING DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHOO TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION " MAX. HEIGHT (SEE STRUCTURALEERS FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES SPECIFICATIONS) R13BATT INTERIOR DRYWALL FINISH. TIGHT. EXPOSED BUILDING FACE DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 21 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES ATION, 1/2" TO BE EQUIPPED WITH SELF CLOSING DEVICE EXTERIOR WALLS TO HAVE A FIRE RESISTANCE SIN AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 1 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RATING OF 1 HOUR WHERE LIMITING DISTANCE<t RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM z CLOTHES DRYER VENT (FBC-M1502) IS LESS THAN 3'-0" 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH SCALE 10'-0" FROM A/C CONDENSER. MIN. 36' FROM RETE BL K CONSTRUCTION - ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING �) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 5�„Ln 8 CEMENTITIOUS FINISH COATING PER BUILDERS 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FA CE OF STUD TO FA OF OF STUD. ATTIC ACCESS(FBC-RlOO1) 13 FINISHED TEXTURE - SQUARE FOOTAGE CALCUL A TIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR .SURFACE Of - q m SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED m cn r- COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 0 0 D ~ STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. cONTRACTOR TO - O I- TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT m OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. Do- m STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C, x z BLOCK. FI -FOIL AA -2 VAPOR SHIELD oo w REFLECTIVE INSULATION (R-4.1), 1/2" 1� 2 HOUR SHAFT LINER SYSTEM PARTY WALL W u7 INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR V) N Q = (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY / 9 HIGH COFFER \ 31, FIRE WALL BELOW, TO UNDERSIDE OF ROOF S-24 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 0373 AND INSTALLED PER MANUFACTURERS I W57 i 1 - W.1. C, x 1 L/ CO w \� m O --- _-_-__ J- - O DBLE. HANGING m W97 BEDROOM 3 CARPET u� C cn r 6'-91» 1 D 4 Li _ M m MAX. NOSING TREAD & NOSING MAX. RISER MIN. HEADROOM MAX. VERTICAL RISE FOR C� 2.) w 3' 42" HIGHn O BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC. HALF WALL \ 1 FOR 2 STORIES TO 10'-0" MAX HEIGHT. "\`�-��k PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION _ _ _ _ _ _ O Q) 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. - Ln NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED C T T T SPF#2 OR 2x6 SPF#2 CO 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 8 6g" 4 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O EXPOSED FLOOR TO EXTERIOR PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 3'-8" _ FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE S D 6) APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 8 ENTED AHU O ATTIC OVER LIVING SPACE (7R702.4.2 D CA LAT OOR PROVIDE R30 BATT/ BLOWN INSULATION AND - F A. - 1/2" INTERIOR DRYWALL FINISH ON CEILING ALLS IN TUB AND SHOWER SURROUND AREAS WITH O BE CEMENT TILE BACKER BOARD PER FBC2007 O INTERIOR STAIRS --SITE BUILT FBC 2007 14 R311.5 /\ ,I N 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GEN`ER"AL 0 4'- 10 1'_11" 3 u) AT BASE) EQUALLY SPACED & ANCHORED -1d I TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZFS Z x STRUCTURAL ENGINEERS SPECS. 1.) (FBC-R310) LLJ 7 O MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED Z m 0 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM - 'tMIN. C XT r 6'-91» 1 D 4 I 51>> 2 _ M DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. MAX. NOSING TREAD & NOSING MAX. RISER MIN. HEADROOM MAX. VERTICAL RISE FOR = 'I" = 10" = 7 3/4" = 6'-8" = 12'-0" 2.) - 44 ABOVE FLOOR MINIMUM WINDOW SILL HEIGHT FBC-R613,2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE SURFACE OF THE EXTERIOR WALL FINISH OR WATER -BASE CABINET O OL RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH z LLI 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DN O MAX. STAIR HANDRAIL HEIGHT = 38" FLIGHT OF STAIRS OD >- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. 17R MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND TILE FINISHED RAILING WITH PICKETS SPACED Q © MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" = 3'-0" COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR PROVIDE PAN UNDER ' SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE (FBC-R613.8.2) MIN. CLEAR STAIR WIDTH FOR WINDER STAIRS = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" R311.5.6.2 CONTINUITY THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 8 WASHER IN WIDTH OWALLS BACKING ONTO ATTIC - 'tMIN. C XT r 6'-91» 1 D 4 I 51>> 2 INSTALL APPROVED CORROSION RESISTANT FLASHING AT 1» 4 SIN N MAX. NOSING TREAD & NOSING MAX. RISER MIN. HEADROOM MAX. VERTICAL RISE FOR = 'I" = 10" = 7 3/4" = 6'-8" = 12'-0" 2.) - 44 ABOVE FLOOR MINIMUM WINDOW SILL HEIGHT FBC-R613,2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE SURFACE OF THE EXTERIOR WALL FINISH OR WATER -BASE CABINET O OL RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH IN MIN. STAIR HANDRAIL HEIGHT = 34" LAUNDRY O MAX. STAIR HANDRAIL HEIGHT = 38" FLIGHT OF STAIRS MIN. INTERIOR GUARD HEIGHT = 36" FINISHED FLOOR FOR WINDOWS MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND TILE FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. STAIR WIDTH = 3'-0" COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR PROVIDE PAN UNDER - - - - W - TYPE II RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2) MIN. CLEAR STAIR WIDTH FOR WINDER STAIRS = 31 1/2" 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 8 WASHER IN WIDTH OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS MIN. WINDER TREAD MEASURED= 10" METHOD -B (FBC-N1101.A) F WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 1 UPPERS OPT_ _ - �� FLOOR AREA (FBC-N1101.1.2.2) 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. L -i- - J & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE FBC-R613 8) BATH 9'-12" TILE 4 21 "l 44" 'ERROR o -- I. 4'-8" I� L0 - - - - - - ROOF BELOW 4'-9" 3'-52" 0 C 1 I .IL C. 3'-12" 5'-22" BEDROOM 2 CARPET EGRESS EGRESS W57 W57 6'-10" 3'-62„ 13'-10" A X VERT. HEIGHT. ALLOW 30 HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ql[�CnNTD W� T nn P P1\ ATTITI C AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED .1/499 ® 19_®99 3'611 " -1„ 4z„ 2,-0„ SIN SIN 0 DRYWALL KNEEWALL N s2 KITCHEN FLUSH BREAKFAST BAR SECTION IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI Z765 -200J;--- 07 AREA CALCULATIONS (ANSI) AT ANY POINT FIRST FLOOR AREA _ MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT TOTAL A/C AREA1 88 SF ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OPT. TUB & OPT. GARAGE AERA SURFACE OF THE EXTERIOR WALL FINISH OR WATER -BASE CABINET O HAND RAIL -FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH IN MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR O MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 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.) M RA FMR AS�FY R UG6 H OPENING SIZE TYPE II RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 8 ®�4 a 0 W Q0Lj IN WIDTH OWALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC.1.2) METHOD -B (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLICHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) - 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHOO TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR CM.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES n TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND SIN AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 1 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH SCALE 10'-0" FROM A/C CONDENSER. MIN. 36' FROM NOTED ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 25', & 90° BEND = 5' DIMENSIONS ARE MEASURED FROM 2'- 4' FA CE OF STUD TO FA OF OF STUD. ATTIC ACCESS(FBC-RlOO1) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCUL A TIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR .SURFACE Of - A X VERT. HEIGHT. ALLOW 30 HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ql[�CnNTD W� T nn P P1\ ATTITI C AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED .1/499 ® 19_®99 3'611 " -1„ 4z„ 2,-0„ SIN SIN 0 DRYWALL KNEEWALL N s2 KITCHEN FLUSH BREAKFAST BAR SECTION IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI Z765 -200J;--- 07 AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA1 88 SF COVERED PORCH AREA 13 SF GARAGE AERA •�-- 423 SF TOTAL AREA UNDER ROOF 2024 SF SHT OF 1.1A Ld TO�Q� =�N H CL ®�O�oO __j p" ~ I- 8 ®�4 a 0 W Q0Lj Ln LLJ_j Ud SHT OF 1.1A Ld 7- 00 o0 Ln LLJ_j Ud Lij � D U� � < o n e n DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 1.1A 6"WIDE x18 1 /2" HIGH x 18 1 /2" �1 PROD. PTD. POLYURETHANE �lJ BRACKET N0. BL2955 BY SPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM \A// CNdfVlT" r7IMcu (T\,/GI GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT ',---',IDE ELEVATION A 99 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS ELEC METER, A --- SECTION AT METER NICHE 6:12 6:12 co, 1 2 FRONT ELEVATION 1/499 — 19_0" 6•7 - 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP)' n uf GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF E PLATE . . WINDOW 18" ROOF OVERHANG 1� 1-1-11 FIN. SECOND FLOOR TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 0 co i� I 0 0 cc PRECAST STUCK -ON `STONE VENEER FIN. GROUND FLOOR FIN. GRADE CO REAR ELEVATION "A" 1/499 19_099 T co 1'-6" cn 10" M) z 7" EQ. SIN CD •--i N e I ��a�aaaaaa.a,. ,'� % aAA u) .� SIN L LJ I N < ggppp�rr.-pp ,-;� �9aa ' ry 14 ,S� 4„ 4„ 3/4" RECESS oko SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT ',---',IDE ELEVATION A 99 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS ELEC METER, A --- SECTION AT METER NICHE 6:12 6:12 co, 1 2 FRONT ELEVATION 1/499 — 19_0" 6•7 - 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP)' n uf GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF E PLATE . . WINDOW 18" ROOF OVERHANG 1� 1-1-11 FIN. SECOND FLOOR TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 0 co i� I 0 0 cc PRECAST STUCK -ON `STONE VENEER FIN. GROUND FLOOR FIN. GRADE CO REAR ELEVATION "A" 1/499 19_099 T co [I,' V cn 10" z 7" EQ. EQ. CD •--i w e LLJI ��a�aaaaaa.a,. ,'� % aAA z .� L LJ Z < ggppp�rr.-pp ,-;� �9aa ' ry 4„ w 0 oko L� Q 0 LLJ 0 VARIES LL f 7" '"1� SCALE 2 1 N r 73 N d 10" WIDTH 7" WIDTH 7 SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT ',---',IDE ELEVATION A 99 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS ELEC METER, A --- SECTION AT METER NICHE 6:12 6:12 co, 1 2 FRONT ELEVATION 1/499 — 19_0" 6•7 - 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP)' n uf GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS GUTTER DRAINED TO PORCH ROOF E PLATE . . WINDOW 18" ROOF OVERHANG 1� 1-1-11 FIN. SECOND FLOOR TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 0 co i� I 0 0 cc PRECAST STUCK -ON `STONE VENEER FIN. GROUND FLOOR FIN. GRADE CO REAR ELEVATION "A" 1/499 19_099 T co SHT OF 1.2A [I,' V cn a z Li 0 CD •--i w e LLJI ��a�aaaaaa.a,. ,'� % aAA z .� L LJ Z < ggppp�rr.-pp ,-;� �9aa ' ry . �^ 0 oko SHT OF 1.2A cn a z F" p U 0 •--i (D e LLJI CO �" E-, -- 7- L LJ Z L] LL] SHT OF 1.2A � Q a F" -1 � Z a •--i r� Oma[" Q CD CO �" E-, -- 7- 00 00 00 SHT OF 1.2A a � Li Q 7- 00 00 00 L� 0 LLJ 0 LL F— 7 a— ®_' <0I 0— 7 1 -- DESIGN —J—DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 908/117 SCALE AS NOTED DATE 07/08/11 SHT OF 1.2A WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. Ln BATH OT o 2006 SF 0 Li U QQ L- -11- -J I 1 MFR E O R w Z O 54"xSPREP. � � 0 w (n II cn ISLAND 3: Q o O o U U w w 0 w J z ELEVATIONS = z z z z < O w m aj v z cn w � w � w a_ w [ z � o� m z n O (D a a o O Z ~ z o o O o _I w m - r w O s C� o n r D z z Q( 0 z z O O Oz w z 2'-8" O J w w FOR 1 HR RATED WALLS W�I.C. W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 262" 505" 274" 505" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 262' 63" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 262" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 3'-O" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284' 524" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 505" 374" 508" 13.01 NO DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15'00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724 18.00 YES SH BLOCK SINGLE HUNG 48" 508" 484" 5051' 16.88 NO 1 8" j;148x50 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 2100 YES W93 4802 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 2.4.00 YES INTERIOR DOOR 9' CLG. TYP. 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 60A 2'- 2 " 8'-0" 1 8" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) INTERIOR 9' CLG. TYP. DOOR 0 1'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 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 M Ln BATH OT o 2006 SF 0 Li U QQ L- -11- -J I 1 MFR E O R DINING = 9 54"xSPREP. JFL KITCHEN CAB II LL ISLAND 1- <�-� 0 zll x CARPET 0 ELEVATIONS � M C� >_ J LL m 0L)LLI wll cn z W0 z Un O ~ Q o� m z Q < U z Ld ~ Z ~ Y -_ n W Q O ~ o CD O -' w r WO 0 0 ? _ z n z 2'-8" 6'-8" 1 B LABEL YES FOR 1 HR RATED WALLS W�I.C. 4R4 O 1A 2'-e" 8'-0" 1 R4 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION 1 D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1E 3'-O" 8'-0" 14 R4 45 MIN. YES FOR 1 HR RATED WALLS O 2'-8" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 2A 2'-8" 8'-0" 1 g"INTERIOR DOOR 9' CLG. TYP. 2'-G" 6'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. 3A 2'-6" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 4A 2'-4" 8'-0" 1 g" INTERIOR DOOR 9' CLG. TYP. 5 2'-0" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 5A 2'-0" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8°' 1 8" INTERIOR DOOR 8' CLG. TYP. 60A 2'- 2 " 8'-0" 1 8" INTERIOR 9' CLG. TYP. DOOR 0 1'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG. TYP. 4'-11" 1104 20'-0" PATIO 10'-0"x 6'-0" CONCRETE 11:9 HID' 4" W53 6080 PA 10 DOOR d)IC0 N o KITCHEN 5 C T TILE L I I 1 PNTR i DW II� � SD6 SD6-------- RAISED SNACK BAR =1N N Y J----------- o a - 1 - 11 „ 313„ a m CL 7,-42„ 1'-10" 6' 1„ 2 1316 1 0 N Li I-- LLI 3,1 2179161 NYw N c9 w U aUo -1 JOa �Q-) Qz l GATHERING ROOM <J ami o J w l CARPET 0 oov 0� 1 1 mow^ _j L11 2_ au0 o a J o- 2_1 w m 1 8" DROPPED ° o w w o COFFERED CEILING TOo v [L o � LL COVER DROPPED STEP o 0 cD=a O � OPROVIDE 0a` m 1 RAILING 5/8"TYPE "X_ � w L---- --- -----[YWALL =_� 0o cn UNDER STAIRS - - - - _ `� LO 4) 1„ 1��I3„ 16" 4'-02 I 6'-32 71- j16 FOYER U I TI LE 17R 6 7 STORAGE Ln LO PROVIDE 45 _ MINUTE FIRE RATED 52„ 2'-1" I" DOOR w/ RATED _ - - - JAMB, SILL AND �I� e ® - WD CLOSER 3.1 TILE IRROR 1E o STOP _ OI _ HWT PROVIDE 1 LAYER 5/8"-0� O R C H (-)0'-4" PROVIDE TYPE "X" EXTERIOR SHEATHING ON PORCH (- 0 -4" 1 PAN CEILING THIS UNIT UNDER HWT 2, 0„ 2,-6 6'-62„ 2'-5" -_ 5 -61 >, '16" �7g" ELECTRIC 4 PANEL �' LOC. SEE SIFT E1.1 ELECTRIC00 A M TER 2 NI HE 0 GARAGE O I 2-24' WID SHUT ERS W/ SILL BELO I I o I f II 2 �R> I 16'0"x7'0" O.H. GARAGE DOOR A .3 / LINE OF SYNTHETIC STONE WAINSCOT 2 0 1' 2„ 16'-0„ F S'T F'L 0 0 R IR 7 1/4 99 - 1'_0" 0 20'-0" 3 CENTERED SD6 1 OVER PATIO TEMPERED DOOR GLASS BELOW ABOVE W95 TUB W57 W57 i 0 o60"x42"x20' = SOAKER TU - - - - - - - - - - \�- LL co 21 N ^ ---- -- MASTER fv�ASTER SUI iE BATH CARPET OASIS 9' HIGH COFFER TILE CEILING I I I I co 21 I I I I TEMP Z� GLASS 3 ENCL. 2'-72„ \ MIRROR - - - 3\s (0\3 I 3�6„ 9'-18" "Vo inlco C - T 4 _6 5'_54" _ 316" �o�3,-9„ SEE DRAWINGS BY CABINET M Ln BATH OT o 2006 SF 0 QQ L- -11- -J I 1 MFR E O R DINING = 9 54"xSPREP. JFL KITCHEN CAB II ISLAND 1- <�-� 0 zll x CARPET I ELEVATIONS � M = >_ 0L)LLI wll x100 O Z w o� m N o KITCHEN 5 C T TILE L I I 1 PNTR i DW II� � SD6 SD6-------- RAISED SNACK BAR =1N N Y J----------- o a - 1 - 11 „ 313„ a m CL 7,-42„ 1'-10" 6' 1„ 2 1316 1 0 N Li I-- LLI 3,1 2179161 NYw N c9 w U aUo -1 JOa �Q-) Qz l GATHERING ROOM <J ami o J w l CARPET 0 oov 0� 1 1 mow^ _j L11 2_ au0 o a J o- 2_1 w m 1 8" DROPPED ° o w w o COFFERED CEILING TOo v [L o � LL COVER DROPPED STEP o 0 cD=a O � OPROVIDE 0a` m 1 RAILING 5/8"TYPE "X_ � w L---- --- -----[YWALL =_� 0o cn UNDER STAIRS - - - - _ `� LO 4) 1„ 1��I3„ 16" 4'-02 I 6'-32 71- j16 FOYER U I TI LE 17R 6 7 STORAGE Ln LO PROVIDE 45 _ MINUTE FIRE RATED 52„ 2'-1" I" DOOR w/ RATED _ - - - JAMB, SILL AND �I� e ® - WD CLOSER 3.1 TILE IRROR 1E o STOP _ OI _ HWT PROVIDE 1 LAYER 5/8"-0� O R C H (-)0'-4" PROVIDE TYPE "X" EXTERIOR SHEATHING ON PORCH (- 0 -4" 1 PAN CEILING THIS UNIT UNDER HWT 2, 0„ 2,-6 6'-62„ 2'-5" -_ 5 -61 >, '16" �7g" ELECTRIC 4 PANEL �' LOC. SEE SIFT E1.1 ELECTRIC00 A M TER 2 NI HE 0 GARAGE O I 2-24' WID SHUT ERS W/ SILL BELO I I o I f II 2 �R> I 16'0"x7'0" O.H. GARAGE DOOR A .3 / LINE OF SYNTHETIC STONE WAINSCOT 2 0 1' 2„ 16'-0„ F S'T F'L 0 0 R IR 7 1/4 99 - 1'_0" 0 20'-0" 3 CENTERED SD6 1 OVER PATIO TEMPERED DOOR GLASS BELOW ABOVE W95 TUB W57 W57 i 0 o60"x42"x20' = SOAKER TU - - - - - - - - - - \�- LL co 21 N ^ ---- -- MASTER fv�ASTER SUI iE BATH CARPET OASIS 9' HIGH COFFER TILE CEILING I I I I co 21 I I I I TEMP Z� GLASS 3 ENCL. 2'-72„ \ MIRROR - - - 3\s (0\3 I ELEV. 'B' M g, 12„ �r SECOND FLOOR AREA N 21 �o�3,-9„ COVERED PORCH AREA d - I Ln BATH OT o 2006 SF 0 QQ II IIW�I. I 1 JFL II 1- <�-� 0 zll x zll I � M = >_ 0L)LLI wll ow m II Z w o� m SII Qo z Ld oLd n O III n z a II 1 IILL-----7j] I SD6 6'-01 � I W�I.C. O SIN O N LINEN 14 O AHU -HASE N LAUND Y 3 TILE PROVIDE T TO OPT. BASE - II 13 = PAN U R CABINET X WASHER -I-_7_ -ter---1,_1„ --� I-oPT� III TUB 7 D N i,3R T 7�iN OPT. IPERS o DN Y, 14R JJ DN' 3 C 3 O N JJ w a w U � J � < LL � U) J O 00 d LL < O m m o�w U 0 �o Q 40" HIGH KNEE WALL W/ PTD. PINE CAP I - C I Ln TILE I i� n 3'-44" 1'-O2„ N. BEDROOM 3 N O CARPET o o I 1 6„ 10'-112„ 2'-11 3, g2„ 4„ 4 10 loll EGRESS0 I 8' CEILING o a _10� I W57 8'-1" m 1 TOP OF BEDROOM 2 1 WALL CARPET I � 9' CEILING j Q0 �IN 1 d- I W54 0 0 1 I 4" 12'1„ 5 11 - EGRESS EGRESS W57 W57 1 36" HIGH BLACK METAL RAILING 2„ V 'Ile SECOND FPLAN- 1/4 55 v V-0 91 ELEV. 'B' M g, 12„ �r SECOND FLOOR AREA 44 21 �o�3,-9„ COVERED PORCH AREA d - I Ln BATH OT o 2006 SF 0 JJ DN' 3 C 3 O N JJ w a w U � J � < LL � U) J O 00 d LL < O m m o�w U 0 �o Q 40" HIGH KNEE WALL W/ PTD. PINE CAP I - C I Ln TILE I i� n 3'-44" 1'-O2„ N. BEDROOM 3 N O CARPET o o I 1 6„ 10'-112„ 2'-11 3, g2„ 4„ 4 10 loll EGRESS0 I 8' CEILING o a _10� I W57 8'-1" m 1 TOP OF BEDROOM 2 1 WALL CARPET I � 9' CEILING j Q0 �IN 1 d- I W54 0 0 1 I 4" 12'1„ 5 11 - EGRESS EGRESS W57 W57 1 36" HIGH BLACK METAL RAILING 2„ V 'Ile SECOND FPLAN- 1/4 55 v V-0 91 1» 2'-102„ 2'-0" 42 TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVFR ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B H A L L W A Y STOP & DROP D� CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING �ECIFICASIQNS, APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION(2x4l SUBFLOOR AND FLOOR AND FLOOR TRUSSES 1 CEMENTITIOUS 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 SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE O INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE - RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" In OCONCRETE BL K CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL ry FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) L.Li CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 © 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE L,j APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF C7 WITH OFF -RIDGE q�VENTS T(0'HAGINS, INC. OR EQUAL) AS N OATTIC EVERROLIVING SPACEPROVBLOWN INSULATION AND D C"� �/ 9ty119f 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH ,q,pa W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ��"� u ......°p is ,� Z le Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2w �� {, ®° �, l < R311.5 f� U 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NO AT BASE) EQUALLY SPACED & ANCHORED J TO 2x8 HEADER & P.T. 2x4 PLATE PER1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES * t Q STRUCTURAL ENGINEERS SPECS. (FBC-8310) ° MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM.� J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE p .mmraa'' ®'0 .-I WINDOW = 5.0 Sq. Ft. i �, L, 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW - 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE o --a CD di FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS -i MIN. STAIR WIDTH = 3'-O" MIN. CLEAR STAIR WIDTH = 31 1/2°3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS n O W MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING ^ W AT ANY POINT (FBC-R613.8) may► �' --i MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OSURFACE OF THE EXTERIOR WALL FINISH OR WATER o--� N W Z 7 HAND RAIL -FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH E-+ 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 Q MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND Z E-+ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT n W W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5) M RA F MA RY UGH OPE G SIZE 0 rte- O TYPE II RAILS FBC R311.5.6.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) W TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -� w [-i R311.5.6.2 CONTINUITY N WINDROW TH PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" [�� O WCQ OWALLS BACKING ONTO ATTIC 2 (FBC- MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS �© U (FBC-NI 1 N1102.ABC 1 2 6') o WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) 1- 0 SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 167 OF TOTAL Lij SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS F�JII SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS. DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENRROUS FINISH m (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL 0 RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM Q EXTERIOR INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC- FA OF OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEOR SIDING CEMENTITIOUS FINISH 7- ANY OPENING & EQUIPPED WITH BACK DRAFT ) O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM < ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE L STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF I X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R--30) RIGID INSULATION BACKING. OR SIDING (PER ELFVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA �r SECOND FLOOR AREA 907 SF I 1583 SF COVERED PORCH AREA d - I GARAGE AERA I o 2006 SF 0 1» 2'-102„ 2'-0" 42 TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVFR ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B H A L L W A Y STOP & DROP D� CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING �ECIFICASIQNS, APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION(2x4l SUBFLOOR AND FLOOR AND FLOOR TRUSSES 1 CEMENTITIOUS 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 SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE O INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE - RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" In OCONCRETE BL K CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL ry FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) L.Li CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF OINTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 © 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE L,j APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF C7 WITH OFF -RIDGE q�VENTS T(0'HAGINS, INC. OR EQUAL) AS N OATTIC EVERROLIVING SPACEPROVBLOWN INSULATION AND D C"� �/ 9ty119f 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH ,q,pa W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ��"� u ......°p is ,� Z le Z OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2w �� {, ®° �, l < R311.5 f� U 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NO AT BASE) EQUALLY SPACED & ANCHORED J TO 2x8 HEADER & P.T. 2x4 PLATE PER1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES * t Q STRUCTURAL ENGINEERS SPECS. (FBC-8310) ° MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM.� J DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE p .mmraa'' ®'0 .-I WINDOW = 5.0 Sq. Ft. i �, L, 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW - 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE o --a CD di FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS -i MIN. STAIR WIDTH = 3'-O" MIN. CLEAR STAIR WIDTH = 31 1/2°3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS n O W MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING ^ W AT ANY POINT (FBC-R613.8) may► �' --i MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OSURFACE OF THE EXTERIOR WALL FINISH OR WATER o--� N W Z 7 HAND RAIL -FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH E-+ 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 Q MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND Z E-+ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT n W W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5) M RA F MA RY UGH OPE G SIZE 0 rte- O TYPE II RAILS FBC R311.5.6.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) W TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -� w [-i R311.5.6.2 CONTINUITY N WINDROW TH PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" [�� O WCQ OWALLS BACKING ONTO ATTIC 2 (FBC- MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS �© U (FBC-NI 1 N1102.ABC 1 2 6') o WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) 1- 0 SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 167 OF TOTAL Lij SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS F�JII SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS. DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENRROUS FINISH m (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL 0 RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM Q EXTERIOR INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC- FA OF OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEOR SIDING CEMENTITIOUS FINISH 7- ANY OPENING & EQUIPPED WITH BACK DRAFT ) O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM < ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE L STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF I X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R--30) RIGID INSULATION BACKING. OR SIDING (PER ELFVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 SF TOTAL A/C AREA 1583 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2006 SF _� c) ®- a _j �-- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 2.1B 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. 5/8"TYPE "X" \_ � 1 D z\z N y W oo� A 6 0 R hi o U 14 _ I w J o un n OAKER UB C-) m m N_ ! - o SHUTTER C� L U m C? 6- - W W J W J 16 �w� 112' --16- z 0 o un Q W 0 mw Q J U -"-ISN > VER TOILET W 0 z CL Li I- I I I I z o L o U7 0 - o m - GATHERING ROOM SD6 I-= O 0 U cn z Q Of :E_ _ 3'_616- J Q o o� m z Q � z z o z �z w O z CARPET 0 2'-8" 0 1 3" R4 B LABEL of FOR 1 HR RATED WALLS - - 2- 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 262" 505" 274" 505" 9.32 NO L_ LINE OF FLOOR ABOVE W22 1 H5SH BLOCK SINGLE HUNG 262' 63" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 262" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 4" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 505" 374" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES 0J W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18,00 YFS W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 4843-" 508" 16.88 NO 1 8" 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 INTERIOR DOOR 8' CLG. TYP, W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO 6A W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES 07 1'-6" 6'-8" 1 5" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) - INTERIOR DOOR 8' CLG, TYP. �I 1'-6" 8'-0" 1 8" INTERIOR DOOR 9' CI -G. TYP. -�I 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 QU J 5/8"TYPE "X" \_ � 1 D z\z N y W oo� A 6 0 R T UNDER STAIRS U 14 1 B I 5'-10" 3'-102„ J o 5>-616„ OAKER UB C-) m m I SHUTTER 13 ami 71-7 3" 3'-6-a3 >> W 1116 -- - 16 �w� 112' --16- BULKHEAD 0 o un mm� - 0 -"-ISN ¢ U VER TOILET O C� ELECTRICAL SHTS 91, 12'-216 Li I- I I I I 0 z o Li F- U7 0 - 0 m - GATHERING ROOM SD6 w z 1- Q a 0 cn z Q Of = _ 3'_616- J o� m w o 0 _ z z � z � W m O z CARPET 0 2'-8" 6'-8" 1 3" R4 B LABEL YES FOR 1 HR RATED WALLS - - 2- 1 A 2'-8" 8'-0" 1 J" R4 5'-4„ 7,> B 3'-0" 6'-8" 1 -3" R4 45 MIN. YES FOR 1 HR RATED WALLS VA-02- o� m L_ LINE OF FLOOR ABOVE TJ WRPE-RS-i ----- C 3'-0" 6'-8" 1 3" R4 ADD TRANSOM / ELEVATION v w d Cn D 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 18 LT �m Q 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS C2 2'-8" 6'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. 2� 2'-8" 8'-0" 1 5 INTERIOR DOOR 9' CLG, TYP. 0J 2'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 3A 2'-6" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP_ ® 2'-4" 6'-8"F1311 INTERIOR DOOR 8' CLG, TYP. A 2'-4" 8'-0" INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 5" INTERIOR DOOR 8' CLG. TYP. 5A 2'-0" 8'-0" 1 8" INTERIOR DOOR 9' CLG, TYP. C 2'-2" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP, 6A 2'-2" 8'0" 1 g" INTERIOR DOOR 9' CLG. TYP. 07 1'-6" 6'-8" 1 5" INTERIOR DOOR 8' CLG, TYP. 1'-6" 8'-0" 1 8" INTERIOR DOOR 9' CI -G. TYP. SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 6'-02" PATIO 10'-0"x 6'-0" CONCRETE )0, 4" fi 6080 PATIO DOOR 20'-0" 8'-9„ 5'-22" A 3 100 W09 A C Lr- F- I I I I I R 5'-616 3'-g" -- II 1 DININC ROOM II - r lm 42"x42" N TILE ISLAND -0-) r-100 S N L LI KITCHEN 1 TIL D6 o I I Ln --- DW - - MOO �'-IN 00 0--)LjW PROVIDE WALK-IN SNACK BA - - - - F.A - t__F_l _�n 1538 SF PANTRY QU J 5/8"TYPE "X" \_ � 1 D z\z N y DRYWALL oo� A 6 0 R T UNDER STAIRS 14 1 B I 5'-10" 3'-102„ J o 5>-616„ OAKER UB C-) m m I SHUTTER 13 ami 71-7 3" 3'-6-a3 >> 5'-31„ 2 -5> 7'-11» 1116 -- - 16 �w� 112' --16- BULKHEAD 0 o un mm� - 0 -"-ISN ¢ U VER TOILET O ST6R� _ ELECTRICAL SHTS 91, 12'-216 o z I- I I I I 0 4 �� 1 00 - 0 n GATHERING ROOM SD6 00 N �o < HE DROOM _ �T Ln <= m � S 3'_616- 15'-6� G" "� o� m -- - o� 1„ 0 54 z z � � \ /-- 9' HIGH COFFER �� MASTER72 WASHER CARPET 11 OGQ ACU CD OASIS 42" HIGH <L Ll< 3 - - 2- 0--)LjW ELEV. 'B' PINE CAP 48"x48" �o t__F_l _�n 1538 SF COVERED PORCH AREA QU J I-, a 1 D z\z 1`- oo� � 6 �a T 60%42%20 Q l< I 5'-10" 3'-102„ 3 5>-616„ OAKER UB C-) m m GARAGEC� SHUTTER DOUBLE DOORS 71-7 Y 16" DROPPED z s n 7 -- - --- 1 112' LAUNDRY BULKHEAD 0 o un II Q - 0 -"-ISN 3 2B VER TOILET 7�„ PORCH 8-- TILE ELECTRICAL SHTS 91, 12'-216 13 316 I- I I I I 0 4 �� =17,Q - 0 n PROVIDE ELECTRIC - UP 17R B1B 2 PWD.1, Q » 2 TILE 0 4„ 2 - 1 " 4 2'- 9" N Tol MIRROR FOYER o STOP �v TILE _i DROP .II WT rl)loD N 0) � O PROVIDE PAN N UNDER 316 6'-10 5 » X100 2'-72,0 7'-08„ HWT 2'--6 6„ „ W22 NUTTERS SEE SHT 2.2A LINq OF SYNTHETIC -S ONE WAINSCOT 6'-616" 3,-8„ 8'0"x17'0" O.H. GARAGE DOOR 8,-0„ 1 F�R s_'_lT FLOOR PLAN_ 3 SD6 'n' n" 3 i D6 ELEV. 'B' PINE CAP 48"x48" �o t__F_l _�n 1538 SF COVERED PORCH AREA 4„ I-, a 1 D N 1`- i�71co r� � T 60%42%20 l< I r ------ ------6 3 OAKER UB ELECTRPANEL IC GARAGEC� SHUTTER DOUBLE DOORS 71-7 Y CD z DETAIL n IN -- - --- 1 112' LAUNDRY SEE SHT II Q o I- I- LOC. SEE -"-ISN 3 2B 12'-61 2 7�„ PORCH 8-- TILE ELECTRICAL SHTS 91, 12'-216 13 316 I- I I I I 0 4 �� J - _ _ - n PROVIDE ELECTRIC 'MASTER A G T 2' 0 0 z (CARPET METER 9 39 2 PAN UNDER J- - -- NICHE o� 1„ 0 54 3' 43" � \ /-- 9' HIGH COFFER �� MASTER72 WASHER CARPET 11 1„ 54 *-IN r� 731, OASIS 42" HIGH KNEE 3 - - 2- TILE MIRROR WALL W/ GL ENCL. TEME 16 5'-4„ 7,> LIN T FF 3'-3°° VA-02- o� m L_ LINE OF FLOOR ABOVE TJ WRPE-RS-i W22 NUTTERS SEE SHT 2.2A LINq OF SYNTHETIC -S ONE WAINSCOT 6'-616" 3,-8„ 8'0"x17'0" O.H. GARAGE DOOR 8,-0„ 1 F�R s_'_lT FLOOR PLAN_ 3 SD6 'n' n" 3 i D6 42" HIGH KNEE 17R �N WALLS W/ PTD, 14 FA7HU ELEV. 'B' PINE CAP 48"x48" 0 t__F_l _�n 1538 SF COVERED PORCH AREA 4„ I-, z TOTAL AREA UNDER ROOF EGRESS 1`- C/� � T 60%42%20 l< I r ------ ------6 3 OAKER UB n -4 EE O Z i11 a m Q Ln DOUBLE DOORS 71-7 Y CD z n IN -- - --- 1 112' LAUNDRY 1 i II Q o I- I- 54„ 12'-61 2 3 3 TILE 6,-31 4 C�l 54„ z I I I I I I I I 0 4 �� J - _ _ - PROVIDE = 'MASTER SUIII Tq G T 2' 0 0 z (CARPET 1 9 39 PAN UNDER J- - -- o� 1„ 0 54 3' 43" � \ /-- 9' HIGH COFFER �� MASTER72 WASHER CARPET 11 1„ 54 OASIS 42" HIGH KNEE 3 - - 2- TILE MIRROR WALL W/ GL ENCL. TEME DN b LIN T FF 42" HIGH KNEE 17R �N WALLS W/ PTD, 14 FA7HU N O -_---� O ® G T 0 J MIRROR LAUNDRY BOX & 3 48" DRYER BOX B A T OTILE � 3 BEDROOM 2 21 CARPET 1„ 9'-112„ 3,-3' 5 02„ 34 EGRESSn 1 �J �CC) I SIN 00 I N ELEV. 'B' PINE CAP W97 O 0 J m _�n 1538 SF COVERED PORCH AREA 4„ 2' 0„ 2 z TOTAL AREA UNDER ROOF 1853 SF 1`- C/� � T co l< I o'Q^ 3 n -4 EE O Z i11 a m Q Ln DOUBLE DOORS 71-7 Y CD z n IN z F 112' LAUNDRY 1 i II Q o I- I- © U CD 3 3 TILE /L- 3 z L� >- 0 4 �� J - _ _ - PROVIDE W. C. II L m -----------i 0 0 z r r D PAN UNDER II C) C7 N Q o� 1„ 0 54 3' 43" � W 116'-31" 1 WASHER CARPET 11 1„ 54 0 I-- - - 2- 3 5'-34 1 T FF 3'-3°° o� m L TJ WRPE-RS-i ----- zm Li O v w d Cn �m Q N O -_---� O ® G T 0 J MIRROR LAUNDRY BOX & 3 48" DRYER BOX B A T OTILE � 3 BEDROOM 2 21 CARPET 1„ 9'-112„ 3,-3' 5 02„ 34 EGRESSn 1 �J �CC) I SIN 00 I N EGRESS 48"X63" I I 1 5'-41 5-52» I rlaa GARAGE ROOF BELOW r 6'-102" 2'-32" 10'-10" HALLWAY ART NICHE SECOND FLOOR PLAN 1/4„ _ V_V 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 4" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF �r SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. o_ DOOR STOP PERIMETER � I TRIM BIDS. OVER ALL PTD. all PINE SHELVES °0 048" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP SIN N I CD CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEPM N, CLEAR STAIR 1'-10" V-2" 42„ 2'-12., lo �N 0 DRYWALL KNEEWALL N A KITCHEN RAISED BREAKFAST BAR SECTION ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M15031 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 SPECIFICA NS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION 2x4 SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" 05B EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS � 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) 813 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS 70 HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BL K CONSTRUCTION - 2 CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY 0905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ©24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR STUD PARTITIONS 0373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 Q 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT LAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE � D CA LAT PROVIDE 830 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH OTILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 INTERIOR STAIRS -SITE BUILT FBC 2007 8702.4.2 8311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW NERAL NO AT BASE) EQUALLY SPACED &ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1.) (FBC-8370) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 5q. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24°' SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25' OPENING = 20° MIN. TREAD = g" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44'° ABOVE FLOOR MIN. TREAD &NOSING = 10° 2) MINIMUM WINDOW SILL HEIGHT (FBC-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 FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" FOR WINDER STAIRS (DTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-8613.2) MIN. WINDER TREAD MEASURED= 10FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" ¢.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 0 SURFACE OF THE EXTERIOR WALL FINISH OR WATER 7 HAND RAIL - FBC 8311.5.6 & 8312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34° MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 8'12. 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 8613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5 M RA F MA R GH( PEN G SIZE TYPE II RAILS FBC 8311.5.6,3 FOR GRIP ) FBC-8613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE ( TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR 8311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH OWALLS BACKING ONTO ATTIC (FBC-N1102.ABC.1.2) 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 169 OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.22) 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 WALL $c CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. O SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHG C) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE &SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. -FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME 70 BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W DRYWALL FIND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FDR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9° DIMENSIONS ARE MEASURED FROM INSIDE FACE OF .STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING &EQUIPPED WITH BACK DRAFT OR SIDING) � DAMPER MAX. 25' DUCT LENGTH. 45° BEND = - FOR INTERIOR STUD WALLS, AQL 2.5', 8c 90° BEND = 5' DIMENSIONS ,48E MEASURED FRO�Mj ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING .30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVA TION AS OUTLINED IN AMERICAN NATIONAL ELEV. 'B' FIRST FLOOR AREA W97 O D6 - 2 -LJ J m TOTAL A/C AREA 1538 SF COVERED PORCH AREA 4„ 2' 0„ 2 z TOTAL AREA UNDER ROOF 1853 SF 1`- C/� � T co l< I o'Q^ n -4 EE O Z -. Q BEDROOM 3 �oN ®py ` W EW-+-+ CARPET o I- I- © U CD N L� >- 0 1*7� J -----------i 0 0 zS N C7 N Q EGRESS 48"X63" I I 1 5'-41 5-52» I rlaa GARAGE ROOF BELOW r 6'-102" 2'-32" 10'-10" HALLWAY ART NICHE SECOND FLOOR PLAN 1/4„ _ V_V 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 4" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF �r SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. o_ DOOR STOP PERIMETER � I TRIM BIDS. OVER ALL PTD. all PINE SHELVES °0 048" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP SIN N I CD CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEPM N, CLEAR STAIR 1'-10" V-2" 42„ 2'-12., lo �N 0 DRYWALL KNEEWALL N A KITCHEN RAISED BREAKFAST BAR SECTION ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M15031 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 SPECIFICA NS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION 2x4 SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" 05B EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS � 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) 813 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS 70 HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BL K CONSTRUCTION - 2 CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY 0905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ©24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR STUD PARTITIONS 0373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 Q 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT LAVE AND HALF WITH OFF -RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE � D CA LAT PROVIDE 830 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH OTILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 INTERIOR STAIRS -SITE BUILT FBC 2007 8702.4.2 8311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW NERAL NO AT BASE) EQUALLY SPACED &ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1.) (FBC-8370) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 5q. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24°' SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25' OPENING = 20° MIN. TREAD = g" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44'° ABOVE FLOOR MIN. TREAD &NOSING = 10° 2) MINIMUM WINDOW SILL HEIGHT (FBC-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 FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" FOR WINDER STAIRS (DTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-8613.2) MIN. WINDER TREAD MEASURED= 10FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" ¢.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 0 SURFACE OF THE EXTERIOR WALL FINISH OR WATER 7 HAND RAIL - FBC 8311.5.6 & 8312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34° MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 8'12. 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 8613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR 5 M RA F MA R GH( PEN G SIZE TYPE II RAILS FBC 8311.5.6,3 FOR GRIP ) FBC-8613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE ( TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR 8311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH OWALLS BACKING ONTO ATTIC (FBC-N1102.ABC.1.2) 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 169 OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.22) 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 WALL $c CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. O SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHG C) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE &SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. -FOR C.M. U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME 70 BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W DRYWALL FIND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FDR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9° DIMENSIONS ARE MEASURED FROM INSIDE FACE OF .STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING &EQUIPPED WITH BACK DRAFT OR SIDING) � DAMPER MAX. 25' DUCT LENGTH. 45° BEND = - FOR INTERIOR STUD WALLS, AQL 2.5', 8c 90° BEND = 5' DIMENSIONS ,48E MEASURED FRO�Mj ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING .30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVA TION AS OUTLINED IN AMERICAN NATIONAL AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA � 271 SF TOTAL AREA UNDER ROOF 1853 SF 1`- C/� � co l< �U O�QC3CO -P:� n -4 EE O Z -. Q ®py ` W EW-+-+ w0� © U LLJ7zB_a.J 0 1*7� STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA � 271 SF TOTAL AREA UNDER ROOF 1853 SF w O q m a�. - AY"� � w o U o *a g%•w�l hs LL_ Ll cn m O o0 D__ Q Ld 0 Lli -�C 0 ry < 0 C n 0 --- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE Q7/08/11 13.1 SHT OF O 1`- C/� � co l< �U O�QC3CO -P:� n -4 EE O Z -. Q ®py ` W EW-+-+ w0� © U LLJ7zB_a.J 0 1*7� Ll cn m O o0 D__ Q Ld 0 Lli -�C 0 ry < 0 C n 0 --- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE Q7/08/11 13.1 SHT OF 2'-0" T N T N 3/4" RECESS SCALE 2:1 24"x60 PREFORMED STUCCO PANEL SHUTTERS 1'-8" VARIES 7� 7" 1_SCALE c 2:1 7"EQ. o 7„ 7" WIDTH iv, I EQ. EQ. DETAIL WITH FLAT HEADER millim I 4„ 7" w 4" R VARIES 7 T 10" WIDTH ,3" 7" WIDTH SCALE 2 1 SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER w F— Q h C� VARIES U 7" 4 k SCALE 2:1 �3 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'-0" T N T N 3/4" RECESS SCALE 2:1 24"x60 PREFORMED STUCCO PANEL SHUTTERS 1'-8" VARIES 7� 7" 1_SCALE c 2:1 7"EQ. T7E7Q7_ 10" WIDTH 7" WIDTH iv, I SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER I Ma �� I T) I 3/4" RECESS SCALE 2: 16"x6:3" PREFORMED STUCCO PANEL SHUTTERS 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH DLLOW CORE OR NDER BLOCKS ELEC METER A) SECTION AT METER NICHE 6:12 7/8" STUCCO PLASTER FINISH o (2nd FI. TYP.) Dox x 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ, FT REAR ELEVATION 3913" 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 3) ENTRY JOINING -7 _ UNIT ELEV 5 — 95 PA�RED W/ TPTH05F FLEV. A 6:12 c 7"EQ. T7E7Q7_ iv, I pil mi millim „ 4„ w R VARIES 7 T 10" WIDTH ,3" 7" WIDTH SCALE 2 1 SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 6:12 7/8" STUCCO PLASTER FINISH o (2nd FI. TYP.) Dox x 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ, FT REAR ELEVATION 3913" 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 3) ENTRY JOINING -7 _ UNIT ELEV 5 — 95 PA�RED W/ TPTH05F FLEV. A 6:12 i E3 E4 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 1/499 e 19-99 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE co 99 B 99 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) E4 ENTRY k0_7 A R A G-7 E 99 9 99 I'M 0 —r T co I 0 -MEN 11. pil mi millim i E3 E4 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 1/499 e 19-99 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE co 99 B 99 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) E4 ENTRY k0_7 A R A G-7 E 99 9 99 I'M 0 —r T co I 0 F— h C� U Li �t n' O 'slo C14 .. ` • = L Z C) w�• %;' Z ww0.U 4 J ti a M 0 Q C\2 VDVD W Z H o 00 Q _ ©� cp ZE, .�.✓ 0� LiJ x [— o� C\2 a W �C ISI ISI LbJ ISI D4 m W 0 Z o0 O 0 �C LLJ >- 77 E2 < o CL n �— DESIGNDRAWN QUADR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 3.2B LSHT 0F TnP !lF PI ATP- 2; LA 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 f 'ECTI - --"TAIR S ON - B `-j 19 1/4 BUILDING -7 i/r S --I ECTION w �Y CD ®�®19811ff� � N 0� z ` lA A w a �® ZZZIIIi w r:0 pa• � _v�s4��j Qc LL- SHT OF 3.3B cn w � z IN iJ] C/ cn 00 o 9:� T o 7) E-1 U Q E- CL LLI np o 0= �pWC�2� o0 =0 LLJ LLJ Z Z � SHT OF 3.3B 0-4 O O w � iJ] C/ cn w o 9:� 00 o 7) E-1 .— Q E- CD ;:T4 np o 0= �pWC�2� o0 =0 � SHT OF 3.3B cn o L 0= o0 =0 � Z En LLJ � —i 0 L—Li DL � B o U <�O LLJ � < q pCL o DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 3.3B WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND PROVIDE 1/4"x1" PTD. ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 DOOR STOP PERIMETER PROVIDE 1/4"x1" PTD. DOOR TRIM BDS. OVER ALL w - CD APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 OCEMENTITIOUS FINISH_ 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS z O COAT CEMENTITIOUS APPLICATION OVER � � CD 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 n O 10'-0" MAX. HEIGHT (SEE STRUCTURAL W O O w w w �- o z z Q C� w rn U z s w w � w � w w z � Q w z_ F� O LL O O of O O Z O OO w O Q w z _ O ~ Q D z z Q Ld LLL. Z z Q WO Wz W O cn O w W17 ED 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 5Q8" 274" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 26�' 63" 274' 634' 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274." 72 13.25 NO fy 0�- 0 W25 24.38 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 3'-0" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 4" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50"" 374" 50"" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374' 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO Ld � Iil W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364' 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50R" 484" 5085" 16.88 NO 1" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES DATE 07/08/11 W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES INTERIOR DOOR 9' CLG, TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO 6A W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES 6'-8" 1 $" INTERIOR DOOR 8' CLG. TYP. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) - 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 5/8"x2" FRONT VALANC MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND PROVIDE 1/4"x1" PTD. ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 DOOR STOP PERIMETER PROVIDE 1/4"x1" PTD. DOOR TRIM BDS. OVER ALL w PTD. PINE SHELVES OVER PTD. PINE LEDGE APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 OCEMENTITIOUS FINISH_ 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 O COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL w 0 O � W Zn O z O > Q Cn W <J ry z _ Q w LL w a o O - w v S > w w O cn L9 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2' 8" 8'-0" 1 4" R4 B 3'-0" 6'-8" 1 3" R4 45 MIN, YES FOR 1 HR RATED WALLS 0,� W na 1 C 3'-0" 6'-8" 1 4" R4 Z A p. LL Al - m d' �. „T ADD TRANSOM / ELEVATION fy 0�- 0 z ;_jJ ®�Ir !>lm��Ic�A�i.80B d®ptl® V V®1 _j O O I'��1° ��CBi�! yyh♦R 1D 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS C:6WZE� �wcc o " N 07 O Q � Do 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. E(_2) 2'-g" 8'_0" 1 INTERIOR DOOR 9' CLO. TYP. L LLJ D O 2'-6" 6'-8" 1 8" Ll o INTERIOR DOOR 8' CLG. TYP. O o0 3A 2'-6" 8'-0" 1 8" Ld � Iil INTERIOR DOOR 9' CLG. TYP. 0 L�JI 0 2'-4" 6'-8" 1 $" INTERIOR DOOR 8' CL_G.-TYP. ry < 0 L, -1 D - DESIGN DRAWN 43 2'-4" 8'-0" 1" DWG.No. INTERIOR DOOR 9' CLG. TYP. JOB No. 905/117 2'-0" 6'-8" 1 DATE 07/08/11 INTERIOR DOOR 8' CLG. TYP. 421 5A 2'-0" 8'-0" 1" INTERIOR DOOR 9' CLG, TYP. ® 2'2" 6'-8" 1 INTERIOR DOOR 8' CLG�TYP. 6A 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 1'-6" 6'-8" 1 $" INTERIOR DOOR 8' CLG. TYP. 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SIN Ln I 0EC"OND k --"/ HALLWAY �ATHE ?0'_111i" FLOOR PLAN 48" RECEPTACLE FOR 5/8" PTD. PINE LEDGE W/ 1" CELL PHONE PROJECTION RECHARGER PTD. WINDOW CASING COATHOOKS ON 3/4"x7-1 /2" PTD. PTD. BASE BOARD PINE LEDGER BD. B FOYER STOP & DROP d - CONSTRUCTION NOTES (Unless Otherwise Noted) & LEDGES UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 5/8" PTD. PINE SHELF OPTIONAL CANNED SUPPORTED ON 5/8"x2" LIGHT PTD. PINE CLEATS & STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 5/8"x2" FRONT VALANC MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND PROVIDE 1/4"x1" PTD. ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 DOOR STOP PERIMETER PROVIDE 1/4"x1" PTD. DOOR TRIM BDS. OVER ALL STOP PERIMETER TRIM BOARDS PTD. PINE SHELVES OVER PTD. PINE LEDGE APPLINCE SHALL COMPLY WITH UL923 48" RECEPTACLE FOR 5/8" PTD. PINE LEDGE W/ 1" CELL PHONE PROJECTION RECHARGER PTD. WINDOW CASING COATHOOKS ON 3/4"x7-1 /2" PTD. PTD. BASE BOARD PINE LEDGER BD. B FOYER STOP & DROP d - CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, ..r 13 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED 70 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 SP NS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 OCEMENTITIOUS FINISH_ 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE UUNGNL I L OLJLU I. IN I�VINJ I rtuu I IUIN - 2 CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 COAT CEMENTITIOUS APPLICATION, 8" NOM. CONCRETE BLOCK WALL REINFORCED PER STRUCTURAL ENGINEERS SPECIFICATIONS TIED TO CONTINUOUS BOND BEAM AT TOP OF WALL. 1x2 PRESSURE TREATED STRAPPING AT 24" O.C. T -NAILED INTO BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" INTERIOR DRYWALL FINISH, TOTAL R -VALUE = (R-8.61) OINTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 Oa 16" O.C. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYWALL BOTH SIDES OF STUDS. NON-BEARING PARTITIONS TO BE 2x4 SPF#2 OR 2x6 SPF#2 (9.24" O.C. OEXPOSED FLOOR TO EXTERIOR PROVIDE MIN. R-11 BATT INSULATION IN FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES (FBC-Nll04.ABC.1.2) APPROVED HOUSE WRAP, FINISHED SOFFIT 5 ATTIC OVER LIVING SPACE PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING OINTERIOR STAIRS -SITE BUILT FBC 2007 R311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED. 4.) THE LENGTH OF 2 RISERS + 1 TREAD SHALL NOT BE LESS THAN 24" OR MORE THAN 25" MIN. TREAD = 9" MAX. NOSING = 1" MIN. TREAD & NOSING = 10" MAX. RISER = 7 3/4" MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 12'-0" FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" MIN, CLEAR STAIR WIDTH - 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" AT ANY POINT MAX. WINDER DEPTH = 12" OHAND RAIL - FBG R311.5.6 & R312.1 MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" MIN. INTERIOR GUARD HEIGHT = 36" MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.5.6.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC R311.5.6.2 CONTINUITY OWALLS BACKING ONTO ATTIC 8 (FBC-NI1021ABC.1.2) WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. OWALL & CEILING BETWEEN GARAGE AND LIVING SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT, DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING, 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 9" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND - 25', & 90' BEND = 5 13 ATTIC ACCESS (FBC-R1001) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCFFDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. S-8" 1,-2„ 4„ 2,-12„ TSN f IN 0 DRYWALL KNEEWALL N A)FLUSH KITCHEN BREAKFAST BAR SECTION RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED PER UL ASSEMBLY U905. FBC TABLE 720.1(2) ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR EQUIVALENT THICKNESS. cONTRACTOR TO VERIFY THAT DELIVERED BLOCK HAS CORRECT RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING @ 24" O.C. 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL SECOND FLOOR PARTY WALL TO BE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL 0373 AND INSTALLED PER MANUFACTURERS SPEC. 20 ROOF CONSTRUCTION ROOF COVERING AS SPECIFIED INSTALLED PER MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED) OVER SUBFASCIA. ROOF VENTILATION VENT ROOF PER 2007 FBCR REQUIREMENTS, PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq, Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING - 44" ABOVE FLOOR 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING (FBC-R613.8) INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FBC2007 R613.8.1 5,) MA'X41U l lfetERAIV'CE F01R'MA3CNRY'RnUGH OPENTWG SIZE (FBC-R613.8.2) MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS METHOD -B (FBC-N1101.A) TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL FLOOR AREA (FBC-N1101.1.2.2) INSTALLED WINDOWS SHALL HAVE PROPERTIES AS EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHOO) = 0.85 PASS RATIO. (FBC-N1113.A.1&2) WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NERC LABEL PROVIDING U -VALUE & SHGC: TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CFMFNTITIOUS' FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEATHING (EXCLUDES 718" CEMENTITIOUS FINISH OR SIDING - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FA CE OF STUD TO FA CE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER FLEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003 AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA ..r 13 SF GARAGE AERA \ 430 SF TOTAL AREA UNDER ROOF 2142 SF L�[I I ry U cn L9 1 a" 0,� W na o N ry .• Z Z A p. LL Al - m d' �. „T fy 0�- 0 z ;_jJ ®�Ir !>lm��Ic�A�i.80B d®ptl® V V®1 _j O O I'��1° ��CBi�! yyh♦R � C:6WZE� �wcc o " N 07 O Q � Do O < C) L LLJ D m L B Ll o O o0 Ld � Iil 0 L�JI �- < L LJ _j L ry < 0 L, -1 D - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 421 SHT OF RIDGE LINES VARY WITH UNIT PAIRING 612 8:12 5"WIDE x18 112" HIGH x 18 1/2"_ PROD. PTD. POLYURETHANE BRACKET N0. BL2955 BY SPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) :.,..'..•::.::'''round FI. IY :. . PRECAST STUCK—ON ; STONE VENEER : FE11 n 1'-6" SIN I N O � I Lo -IN T N III 3„ 1444„ 3/4" RECESS SCALE 2: 1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 4- 10" 7„ rl� EQ. EQ. 4- 7„ 7" EQ. EQ. o' i� I VARIES 3 7" cn ISCALE 2:1 4 cJ 10" WIDTH N 7" WIDTH w WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER VARIES 3" 7°' 34' SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER SIDE ELEVATION "B99 1/499 ® 19_®99 RIDGE LINE WHEN PAIRED W/ TH02 2 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH : ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ 6:12 SMOOTH FINISH (SEE DETAIL) o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 28 44 . a) N N _T o °c PANEL SHUTTERS (S DETAIL) 18"x60" PREFORMED STUCCO EE 36" HIGH BLACK s .. •.. ;.`: METAL RAILING FIN. SECOND FLOOR _'' 77. PROVIDE CONTROL JOINT TOP OF WINDOW ®:.. . SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 0 ❑�I�❑ 0 Do TETHmum [Elm[K UE FIN. GROUND FLOOR FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 42.00 SQ. FT. FRONT ELEVATION 99 B 99 1/4 99 = l'-0 9®® 99 T o 1/2" STUCCO � PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE. THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR c INDE R BI_.00KS — CELEC METER A) SECTION AT METER NICHE RIDGE LINE WHEN PAIRED W/ TH02 6:12 20 1"x6" 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 x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER Z 0 -- CL V) Li jj: 0 ry Ld 0 m. V < 0 . .� La- A°�, % �' "" 4s,: • °"+ p,� els —� � �1t110aa TOP OF PLATE STUCCO TOP OF WINDOW .., PLASTER FINH o (2nd FI. TYP.) PPO —36"x48°' BATH x x PROVIDE CONTROL OASIS WINDOW (RIGHT—ALIGN W/ o° JOINT (9 PARTY WINDOW BELOW) WALL m 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH 0 PLASTER STUCCO � FIN. SECOND FLOOR (TYP) ao PROVIDE CONTROL F" JOINT < cn TOP OF WINDOWLd ;. .� 37"X72" 37"x72" ® LLJ D�( MC 6" WIDE SCORED T LTJ DOOR SURROUND 0 W/ SMOOTH LFII STUCCO PLASTER (TYP) UL : LLJ 1/2" STUCCO ® F R -- r✓_ PLASTER FINISH a, < ® Lj- FIN, GROUND FLOOR (Ground FI. InF-- • • • .•� � �• TYP.) DESIGN DRAWN QUADRA AT/TJF cc FIN. GRADE CHECKEDTJF GLASS AREA ON REAR ELEVATION FOR 'A'= 127.92 SQ. FT. DWG.No. INCLUDES PPO WINDOW FOR BATH OASIS JOB No. 905/117 9 9 9 9 REAR ELEVATION ISCALE AS NOTEDDATE 07/08/11 1 /4 402B SHT OF 10" 7„ rl� EQ. EQ. o' VARIES 3 7" ISCALE 2:1 4 cJ 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER RIDGE LINE WHEN PAIRED W/ TH02 2 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH : ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ 6:12 SMOOTH FINISH (SEE DETAIL) o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 28 44 . a) N N _T o °c PANEL SHUTTERS (S DETAIL) 18"x60" PREFORMED STUCCO EE 36" HIGH BLACK s .. •.. ;.`: METAL RAILING FIN. SECOND FLOOR _'' 77. PROVIDE CONTROL JOINT TOP OF WINDOW ®:.. . SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 0 ❑�I�❑ 0 Do TETHmum [Elm[K UE FIN. GROUND FLOOR FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 42.00 SQ. FT. FRONT ELEVATION 99 B 99 1/4 99 = l'-0 9®® 99 T o 1/2" STUCCO � PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE. THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR c INDE R BI_.00KS — CELEC METER A) SECTION AT METER NICHE RIDGE LINE WHEN PAIRED W/ TH02 6:12 20 1"x6" 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 x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER Z 0 -- CL V) Li jj: 0 ry Ld 0 m. V < 0 . .� La- A°�, % �' "" 4s,: • °"+ p,� els —� � �1t110aa TOP OF PLATE STUCCO TOP OF WINDOW .., PLASTER FINH o (2nd FI. TYP.) PPO —36"x48°' BATH x x PROVIDE CONTROL OASIS WINDOW (RIGHT—ALIGN W/ o° JOINT (9 PARTY WINDOW BELOW) WALL m 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH 0 PLASTER STUCCO � FIN. SECOND FLOOR (TYP) ao PROVIDE CONTROL F" JOINT < cn TOP OF WINDOWLd ;. .� 37"X72" 37"x72" ® LLJ D�( MC 6" WIDE SCORED T LTJ DOOR SURROUND 0 W/ SMOOTH LFII STUCCO PLASTER (TYP) UL : LLJ 1/2" STUCCO ® F R -- r✓_ PLASTER FINISH a, < ® Lj- FIN, GROUND FLOOR (Ground FI. InF-- • • • .•� � �• TYP.) DESIGN DRAWN QUADRA AT/TJF cc FIN. GRADE CHECKEDTJF GLASS AREA ON REAR ELEVATION FOR 'A'= 127.92 SQ. FT. DWG.No. INCLUDES PPO WINDOW FOR BATH OASIS JOB No. 905/117 9 9 9 9 REAR ELEVATION ISCALE AS NOTEDDATE 07/08/11 1 /4 402B SHT OF GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS (MINIMUM): AFLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1. BASIC WIND SPEED = 120 MPH (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3. WIND EXPOSURE (ALL SIDES) = B 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +11 PSF FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1, ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2• WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF SHINGLE TYPE ROOF C VER) DL = 20 PSF TILE TYPE ROOF COVER DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL OF MBAR TOGBEOM N E 12 BAR RDIAMETERS(EXCLUDING BEND). HOOKS AT TOP 2. STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1E 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 19(111(�Gwl I wal 1� " 0 Z[ UNIT BUILDINOU BUI]ILDING TrH 8 W Q c��,arrrrrred® � M �,. .s• C} W Am* iii. AA1� � C`~� Z O INDEX OF DRAWINGS �: a z O 6 V S1 STRUCTURAL NOTES o rgr p�r � o S2 FOUNDATION PLAN, S3 DOWEL PLACEMENT PLAN ' S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN cn z uj S6 LINTEL PLAN �- ��o" 0 wz°' ,r- SD1 FOUNDATION DETAILS Amo,� SD2 GENERAL DETAILS � z� 4 rx SD3 GENERAL DETAILS -� Z~�ao.,4 co Q U SD4 GENERAL DETAILS CLW DAA c o �H U c x Zowc� DESIGN PRESSURES OPENING TYPE END ZONE W MID ZONE � ZONE 4 DOORS 4 + 25.9 a + 25.9 IUINDOL5 - 34.7 V� - 28.1 6-0" x 7 -m + 22.8 iii 0 J0ii�� - 25.8 - 25.8 I(0'-0" x 71-011 + 21.8 0 M + 21.8 GARAGE DOOR - 24.3 F -- - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REP. STANDARD ASCE -1-05 WIND 5PEED (3 SEC. GUST) 120 m p.h. EXPOSURE CATEGORY B BUILDING TYPE CL. CLOSED O ON = W 00 n, Q 0 o �.J7 U W _ )F- cn DESIGN DRAWN WMR LA W a DWG.No. 2110914 JOB No. pia SCALE AS NOTED 0 si SHT c��,arrrrrred® � M �,. .s• C} W Am* iii. AA1� � C`~� Z O INDEX OF DRAWINGS �: a z O 6 V S1 STRUCTURAL NOTES o rgr p�r � o S2 FOUNDATION PLAN, S3 DOWEL PLACEMENT PLAN ' S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN cn z uj S6 LINTEL PLAN �- ��o" 0 wz°' ,r- SD1 FOUNDATION DETAILS Amo,� SD2 GENERAL DETAILS � z� 4 rx SD3 GENERAL DETAILS -� Z~�ao.,4 co Q U SD4 GENERAL DETAILS CLW DAA c o �H U c x Zowc� DESIGN PRESSURES OPENING TYPE END ZONE W MID ZONE � ZONE 4 DOORS 4 + 25.9 a + 25.9 IUINDOL5 - 34.7 V� - 28.1 6-0" x 7 -m + 22.8 iii + 22.8 J0ii�� - 25.8 - 25.8 I(0'-0" x 71-011 + 21.8 0 M + 21.8 GARAGE DOOR - 24.3 c��,arrrrrred® � M �,. .s• C} W Am* iii. AA1� � C`~� Z O INDEX OF DRAWINGS �: a z O 6 V S1 STRUCTURAL NOTES o rgr p�r � o S2 FOUNDATION PLAN, S3 DOWEL PLACEMENT PLAN ' S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN cn z uj S6 LINTEL PLAN �- ��o" 0 wz°' ,r- SD1 FOUNDATION DETAILS Amo,� SD2 GENERAL DETAILS � z� 4 rx SD3 GENERAL DETAILS -� Z~�ao.,4 co Q U SD4 GENERAL DETAILS CLW DAA c o �H U c x Zowc� DESIGN PRESSURES OPENING TYPE END ZONE W MID ZONE ZONE 5 ZONE 4 DOORS 4 + 25.9 a + 25.9 IUINDOL5 - 34.7 V� - 28.1 6-0" x 7 -m + 22.8 + 22.8 GARAGE DOOR - 25.8 - 25.8 I(0'-0" x 71-011 + 21.8 0 M + 21.8 GARAGE DOOR - 24.3 - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REP. STANDARD ASCE -1-05 WIND 5PEED (3 SEC. GUST) 120 m p.h. EXPOSURE CATEGORY B BUILDING TYPE 0 1 CLOSED ;�1+a 6 W a 0 ul 0 V� ;�1+a 6 0 ul V� 0 M 00 (nZ� LL, 0 0 1 O ON = W 00 Q 0 o �.J7 W _ )F- �-y� LL SOW DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2110914 JOB No. pia SCALE AS NOTED DATE 06/30/11 si SHT N civ FOUNDATION PLAN 3/1699_19_099 r FOUNDATION NOTES: 21'-0" 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS 20'-0" TO BE LAPPED MIN. 6" AND SEALED. 20'-0" PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED 21'-0" WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, 10'-011 411 8'-3" lm' -m" 1/21" Im'-m" 3. S'-11 1/2" 10'-4" 10'-011 BEND CSA EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE Z BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED O_ JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. p„ 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL I I I I I �L'NA I I I I THICK GONG. i2' THICKG. GONG. I C.: I- C PIL W c Ell 0 a F- -- --------T T------ ---------{=-�6 ------------ ------r _T----- --- -----------1 I._ --j 1711 W ��e�p�M�tnrnd®� a Ii uj 4/v ,,IL '""'•e req L �- 0 ` !-- b 00 Z e4J d y✓ " .� d -1-._�__-I n�nns�Il�e� z 0 < w z �- _'� A"qCPan I- Z �o Zoco 0 G"3 E-+ M 1-4 E, Z , I 0 P4 Q Z ;:> W H L%� CC) -4 E—E �- 0 cQ o U 1 1_ 61 L1 8 1- - _ _ _ I i I 0 I ' V) W h - - - - - - - - - s M s -17 i 00 �Z3. F�-- ! .0 LIJ 0 J 0 = W 00 y o Q J Z U _ _ Q � CL m DESIGN DRAWN WMR LA CHECKED CFG ' N DWG.o. � 2110914 JOB No. SCALE AS NOTED SLOPE I 06/30/11 - - _. S2 SHT I— I I I6-01FI I I I �—� J ® - I 31/2" THICK CONC. SLAB W/ I 6X6 VIA X111/1.4 WwP, OVER I r 4 I _- / _ _ J 211-0" _ - I 6 MIL VAPOR BARRIER OVER I COMPACTED FILL. I 184 I I 1 1 1—_,J / -t 1_._ate-. I r I ! I ! �; I I - I I I I I I I yr I-113/4" I \ Tr"= 101 1.31 1- 1 1/4_L I e3 _ L----1 / / D I -- i - m CF _10 - --- — — --1 ■ I-- ------- D 0 N - 1/2 2 5 5 �0 3/4 L- - -- — — — I I _ L ° 1 m I 'J 1/2 7'-0 3/4" 2'-�0 11 11 10 aD IowlI I v2 �' 0) 1 I � N I N I I I _ I■ 1= I� I D I I I I I i e = - I I I ID ■ L—-- �I_ -4' 16'-m" '-4' 1'-2' 1�11 4'- 4 " 16'-m" 1'- 18'-4" 6'-�0" ke 3'-8" Ile -8' 16'-m" 19'-4" 20'-4" 21'-4" 20'-0" 20'-0" 21'-011 82' m" FOUNDATION PLAN 3/1699_19_099 r FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2007 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND CSA EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE Z BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED O_ JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. p„ 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE � MANUFACTURER'S INSTALLATION INSTRUCTIONS. r C.: I- C PIL W c Ell 0 a a c a C C a v a C r a c c c SY 50LS LEGEND � c ■ INDICATES GROUT FILLED CELL WITH (1) VERT. *5 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT ro SHALL 5E 7'-4" O.C. MAX U.N.O. • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 41 INDICATES 45" CORNER BLOCK GROUT FILLED CELL ,. WITH (2) VERT. *5 CONT. FTG. TO TIE 5EAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. p W 0 Z O_ W 0 1711 W ��e�p�M�tnrnd®� a Ii uj 4/v ,,IL '""'•e req L �- 0 ` !-- b 00 Z e4J d y✓ " .� d 4.A 0In n�nns�Il�e� z 0 < w z �- _'� A"qCPan I- Z �o Zoco 0 G"3 E-+ M 1-4 E, Z , a,41za 0 P4 Q Z ;:> W H L%� CC) -4 E—E �- 0 cQ o U w w I i I 0 I ' V) W h s M s -17 i 00 �Z3. F�-- ! .0 LIJ 0 J 0 = W 00 y o Q J Z U _ _ Q � CL m DESIGN DRAWN WMR LA CHECKED CFG ' N DWG.o. � 2110914 JOB No. SCALE AS NOTED g DATE 06/30/11 Yy i i 3 S2 SHT TRUSS PER PL CONNE( PER PL (2) 2X 1/2" F Ilhlvi" i lvJ O ENTRY BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL CONNECTOR LEGEND M(1) META16 FLOOR TRUSS TO CMU FASTENERS (U.N.O.) HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN 2x4 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, #2 AND CMU Q HTS16 ii HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SYP 1/2 SPACER STUD TO HDR 0 EA. END SOLID IN FLOOR BETWEEN COLUMNS QLSTA24 BEAM/GIRDER TO COLUMN (8) 16d END NAIL KING HUC210-2 #2 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR CSD EA. END 2 4 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET Ig MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY UP STUD COLUMN EPDXY MIN. 5" EMBED STUD TO HDR ® EA. END 2 Q (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW O(3) DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR @ EA. END 2 #2 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED QLTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW OR HU210-2 1'1 SUL26, TRUSS TO LEDGER D (2) HTS16 TRUSS TO COLUMN OR TO HEADER 1g SUR26, TRUSS TO LEDGER firy L.nVK DULIJ %F JL V.6. FLOOR FRAMING 3/16$9=V_ " HEADER SCHEDULE TAG HEADER FASTENERS (U.N.O.) # OF JACK STUDS EA. END OF HEADER 2x4 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, #2 U.N.O. H2X6 (2) 2X6's w/ (6) 16d END NAIL KING OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE SYP 1/2 SPACER STUD TO HDR 0 EA. END 1 H2X8 (2) 2X8's w/ (8) 16d END NAIL KING UNLESS NOTED OTHERWISE. #2 1 /2 SPACER STUD TO HDR CSD EA. END 2 H2X10 (2) 2X10's w/ (10) 16d END NAIL KING 6. TRUSS MANUFACTURER TO INSURE DESIGN UP STUD COLUMN 1/2" SPACER STUD TO HDR ® EA. END 2 H2X12 (2) 2x12's w/ (10) 16d END NAIL KING B) ATTIC LOCATED HVAC UNITS AS SHOWN ON O(3) 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 016" O.C. FLOORING GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2. REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3 -ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ROOF NOTES: COLUMN 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO O(2) SERVE AS A TRUSS DESIGN. 2x4 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, #2 WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. UP STUD COLUMN 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE SYP 16" O.C. MAX. OR AS OTHERWISE NOTED. BUILT 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES O4x4 AT ALL NON-BEARING WALLS AND AT VOLUME AREA PT UNLESS NOTED OTHERWISE. #2 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM O(4) WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO 2x4 CEILING. #2 6. TRUSS MANUFACTURER TO INSURE DESIGN UP STUD COLUMN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS SYP WITH CABINETS AS SHOWN ON PLANS. BUILT B) ATTIC LOCATED HVAC UNITS AS SHOWN ON O(3) PLANS. 2x6 7. REFER TO MANUFACTURER SPECIFICATIONS FOR #2 INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE UP STUD COLUMN INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND z BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. NAILING SCHEDULE: 0 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 I— SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR a TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.G. c SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. a" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS @ 3" O.C. AT TOP AND (1) ROW AT BOTTOM a OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL o SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS CN SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x C 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN rf EWALL NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT V FLOOR r. TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY a TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED p GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: Ld ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" -a 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 S CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. a SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: LLJ MISSED META -16 LINTEL STRAPS FOR MASONRY c CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON v MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO Li �t BE APPROVED BY THE ENGINEER OF RECORD. 0 La ROOF VENTS: E 1. VENT SIZES TO BE CALCULATED BY OTHERS e e cv 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE 0 a /� h /�aI �N t.f Ni Q LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT 5��`��®ffi TO DICTATE LOCATIONS OR CALCULATIONS Z 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION R806 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. C> 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE wz°'�� pan z C) to Z rn oa �;4 Q COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN LTJ Q z 0 I— CL CY_ ' U cn Ld I I i I LLJ P'I Li �t 0 La c Z a a e e cv W,. AP 0 a /� h /�aI �N t.f Ni Q V� 5��`��®ffi Z Q � z 0 wz°'�� pan z C) to Z rn oa �;4 Q Z5 m m 0 ry awaZZ E �ao Lu J 0 "0 a ~ 0cq E" _j C) U Li � w _ 4- v) V) r 0 Lu OM � oU �Z0 w�0 0 J 0 =W0o I- �JZ w _ 0 < 0 CL J m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2110914 JOB No. SCALE AS NOTED DATE 06/30/11 S4 SHT 2nd FLOOR FRAMING PLAN CONNECTOR LEGEND 1 (1) META16 FLOOR TRUSS TO CMU 1® HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR 1 HTS16 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1/2" SPACER STUD TO HDR 0 EA. END SOLID IN FLOOR BETWEEN COLUMNS #2 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING T0 HDR EA END 2 UP STUD COLUMN w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 2X10 EPDXY MIN. 5" EMBED STUD TO HDR 0 EA. END 2 O(3) (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING (10) 16d END NAIL KING SYP 2 12 w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW DRILL & EPDXY w SIMPSON SET EPDXY D 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 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW �$ HU210-2 11 SUL26, TRUSS TO LEDGER M (2) HTS16 TRUSS TO COLUMN OR TO HEADER 18 SUR26, 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 0 EA. END 1 #2 (2) 2X8's w/ (8) 6d END AI ING (4) H2X8 1/2 SPACER T0 HDR EA END 2 UP STUD COLUMN (2) 2X1O's w/ (10) 16d END NAIL KING 2x8 2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 O(3) (2) 2x12's w/ (10) 16d END NAIL KING SYP 2 12 1/2 00 SPACER STUD TO HDR 0 EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS 0 6' O.C. PER ROW, STAGGERED 3" ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN." PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE W F_ Q n COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN (4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN W F_ Q n 4i o „y �� Q091tt►�x� tZ � °a' W A„ m 4 1pQ Z 62 C) U O r Q "a ps,® %� Q 0 3 u- 0 In a �o 0 wV�o� c Z 0 pq cd Z 0 I co z o C4 CO ry f11 N E., �, a r Z t^ � LL a b o �fYE4 Z-� w 0 L) oho cri a ~ ® ©PPAA�E o wC� � W � W N 0 0 V) LiQ 0 M �ZC> �: � DD W 0 :20 J 0 = W 00 � o F. :2 'Z LU �a-=0 O Q F EL cn DESIGNDRAWN WMR LA A CHECKED GFG DWG.No. 2110914 JOB No., SCALE AS NOTED DATE 06/30/11 S5 SHT Z 0 I— CL tY U N W w r-) 0 4i o „y �� Q091tt►�x� tZ � °a' W A„ m 4 1pQ Z 62 C) U O r Q "a ps,® %� Q 0 3 u- 0 In a �o 0 wV�o� c Z 0 pq cd Z 0 I co z o C4 CO ry f11 N E., �, a r Z t^ � LL a b o �fYE4 Z-� w 0 L) oho cri a ~ ® ©PPAA�E o wC� � W � W N 0 0 V) LiQ 0 M �ZC> �: � DD W 0 :20 J 0 = W 00 � o F. :2 'Z LU �a-=0 O Q F EL cn DESIGNDRAWN WMR LA A CHECKED GFG DWG.No. 2110914 JOB No., SCALE AS NOTED DATE 06/30/11 S5 SHT W Q 0 3/4" RECESS PER MFG, SLIDING 1/2" G.W.B. OVER VAPOR S GMU BLOCK 1/2" GYP. BD. EA. SIDE SPECS GLASS DR BARRIER W 1/2" G.W.B. OVER VAPOR / R-3 fNSUL. I 8" CMU BLOCK OF 2x IS 'm16" O.G. BETWEEN 3/4" F.T. VERTICAL I BARRIER w/ R-3 INSUL. 8P-4 (2x4) / 6P-6 (2xro) . FURRING 6 24" O.G. I BETWEEN 3/4" P.T. VERTICAL I� 1/2" x 7" WEDGE Q EACH (2xT 9 LOPE d (1) *5 FROM FTG. TO FURRING e 24" O.C. I ANCHORS 6" FROM EACH STUD II TIE BEAM SPLICE t0 --r��- I C1) *5 FROM FTG. TO EA. END OF WALL TOP BOTTOM p 4 TIE BEAM SPLICE TO a b. d p 3-1/2 LONG. SLAB I BE MIN. 30 GROUT I I 3 1/2 CONC. SLAB I AND 6 32 O.C. PT. BOT. PLT. SILL F MED ON SITE w/ FIBERMESH REINF. CELL SOLID I I w/ FI5ERME5H REINF. I BE MIN. 30" GROUT OVER (o MIL. I SHM I I INTERIOR OVER 6 MIL CELL SOLID 4 < i a Z VAPOR BARRIER I VAPOR BARRIER d XP JOINT 4 1/2" CASING - -= Q I I I _ __ d __•1 I�I� III=III=1Ia �d�° mil a_° �,d GRADE =1 IIII-1IIII 11 I II ALUMINUM THRESHOLDry I—III- III=III=III III=III 3 —1/2 " CONC. SLAB �, III=i 11= �; ° GRADE _ SLOPE i� I- .�a.=1I1=1I1— d II_ I = = (2) "5'S coNT. —I 11=1I ,,II1=1II III= (25m0 P.S.L) W/ U) - - - _Z W/ 3" MIN CLEAR "' SIT °-1 I I- II I I-� SILL FORM DON —III— III— W i — } =I 11= _ _=1 5 8 �ox� lm/lld W.W.M. E E 0 ° - I I- I=I (I A/C CHASE -1 1= _ AND 6 MI R 3/4" RECESS ( — — — — - L VAPOR PVC SLEEVE To 1-1I I °a .. =1I I—_I WHERE 2ND STORY OCCURS BARRIER a —III I =I ISI I I -III— _111=111=1 I I 111= = 111=1 I I I1—' BE TWICE THE III I I I 1=1 I FTG SHALL BE 1'-a° WIDE d a g MONOLITHIC FOUNDATION' I _ —1 �- m I ) -I= I III -11 �� DIAMETER OF 1=1 I -- W/ (3)'5 BARS- - I- i- I I , CLEAN lill PROTECTED PIPE -1 I I I I I--111-111---- I I e W/ (2) 05 DIA. RODS CONT. I I—III COMPACTED FILL i - ON CHAIRS 1 -4�- 1I M. I I—I I1 1 UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT Ad a 4. ; w 953'o STANDARD - PER 1=G, DENSITY (1) � CONT. 6. REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS SPECS " WHERE 2ND STORY OCCURS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. FTG SHALL BE 1'-S" WIDE W/ 3" MIN. CLEAR Lu/ ( 3) *'a BARS EXP JOINT i c W FOOTING SEC�' I ON SHUJfi� F�'C� 3 � � EXTERIOR 1�OOi� 2 NTS Ci—�,�t5E DETAIL NTS � NTS DETAIL INS'. �fi�C� UJ�tLL F�'C�. NTS �-'Ol�� &ILLS NTS � W/ 5LOCiG r o uiO z U 1.x.9 +r--�I --� 0, a Ilk 741 1/2" GYP. BD. EA. SIDE OF FILLED CELL��®tt tl®r�� 3 � T-+7 2x'5 6a 16" O.G. a 1/2" J -BOLTS ro" FROM I NON -LOAD EA. END OF WALL GARAGE ERG. WALL AND SPACE 632" O.C. 2 1/4 �,, ® n 8" CMU BLOCK ' ^ (h MIN. EMBED) NO v , WEDGE ANCHORS 5P-4 (2x4) / 5P -(o (2x&) TOP VIEW 6 CORNER all ° � Z 3 1/2 CONC. SLAB I I 7_ w ALLOWED /5P-8 (2x8) If. (1) S FROM FTG. TO C t- o w -s EACH STUD TIE BEAM SPLICE TO p d� r , a- TOP d BOTTOM H REINF. u l I } PT BOT. PLT. 3 1/2 GONG SL B BE MIN. 25 GROUT �„ W z o� r, GRADE q w/ FIBERMES �I GARAGE WALL OVER 6 MIL, d CELL SOLID c W A -I - - _=1 I=111- VAPOR BARRIER } I' c'a tEl� rn I --I I I _ -- °" – --- --- -- 1_.I ! CI –I 1—III 1 47 - ----- dao r .� co 3 1/2" GONG, SLAB 4.1 d toto C3) #5'S GOVT. ``� I I a 4 1, U.r�� A oll x S THICKENED _ GRADE Z N z SLAB w/ (1) *5 CONT. (2) *5'S CONT. W/ 3" MIN. CLEAR 10" 10" J —III= ` a., a �a. �;. —_ — O f-1 '"� Z; t p W/ 3" MIN. CLEAR 8 g.. - -= ` ` ;. _ < - - Z A d+ ul z UPLIFT CONNI=CTORS SUCH A5 SP's, H's, AND ANCHOR BOLTS ARE NOT -III-III-- III—I I Q O '� E- z REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES. SHEARWALLS lI Ii=III=III=I ISI I =III=I III a" x 6" THICKENED — � � � �� O � REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. I I. 111iilI 1= I --1 1—i I-� i EDGE W/ (1) "5 — =I I W III -III-III—I I1= CONT. MONOLITHIC FOUNDATIO — — CLEAN J 11=1=1 I I-1 I W/ (2) «5 DIA. RODS -III—I I CONT. ON CHAIRS I'-4" COMPACTED FILL D Z w 95% STANDARD _ O c DENSITY O WHERE 2ND STORY OCCURS j FTG SHALL BE 1'-S" WIDE W Lu/ (3) *5 BARS = OFF5ET FOOTINGEDGE� V) � 0��5� �" FOOTING S 9 �� I C�IG�N� � �� Cl��:� �,4� 1 G'I'G�l NTS 1�101�13 >�1� I1�1C- NTS '3,i� INCA 3/�" =1 —�� ,� 00 '' NTS �� NTS � o w� Li OM _ �} OR � �Z� �D 1/2 G.W.B. OVER VAP 8 CMU BLOCK BARRIER W/ R-3 IN5UL. 1/2" G.W.B. OVER W O 0 1/2" G.W.B. OVER BETWEEN 3/4" P.T. VERTICAL BEYOND I S" CMU BLOCK t7 1 1/2" P.T. VERTICAL II S" CMU BLOCK FURRING s 24" O.C. I I/2" P.T. VERTICAL FURRING 6 24" O.G. FURRING a 24" O.G. EXTERIOR DOOR II C1) *5 FROM FTG. TO O (1) '"5 FROM FTG. TO II Co TIE BEAM SPLICE TO 3-1/2" CONC. SLAB (3) 05'5 CONT. II TIE BEAM SPLICE TO = W (3) '"5'S CONT. BE MIN, 30" GROUT w/ FIBERMESH REINF. TL. THRESHOLD SET W/ 3" MIN. CLEAR BE MIN. 30" GROUT < W/ 3" MIN. CLEAR II CELL SOLID OVER 6 MIL. IN SEALEN7 N II CELL SOLID %- Q VAPOR BARRI I (- J Z 101/2" U �_[] _ d _ __ _ a __ ___ .I - -III = �d GRADE °e d p "� - �^ J =1 I I — I _ _ _ _ _ I— V I_I I I—III •' d o I I --I I —_ __ e a e Q0 —III w d 1 I---1 I d y = ;I°I I I I— I I I y` d° d a _ =1 I -III III =III -1 1- _ ®� • m _I I ISI I II I 11=1 11=) I CLEAN i I I I—III I I d A I I I f—I II i= ! 114I1=1 I I=1 11=1 11=1 —I 11-1 I 1= I I I I 1=1 I I— III �I—I 1=1 11= I _ d I I I I 11- DESIGN DRAWN I I— =1 11-11 I=111=III- I i- III =I COMPACTED FILL17-111- 9 - - I i WMR L,p� - L; i I I I III I I=III—III— DENSITY Sr ANDARD =1 I I I i 1 1 1—III—I I-1 I—I 1 1 1 1-1 I 1 _I I =111=111-11 =1 I I -I L- ra CHECKED CFG all 21-011 S" MONOLITHIC FOUNDATION I _III= 11= I I-=- DWG.No. 2110914 W/ (2) "5 DIA. RODS CONT. i i I 111— o S" 2'-0" 8" ON CHAIRS JOB No. WH1=RE 2ND STORY OCCUR SCALE FTG SHALL BE I -S WIDE res AS NOTED W/(3)*5 BARS DATE 06/30/11 E1�1�'fi�c�'' L�OOi� C��ti�,�CC�E CUR5 NOT I�IOi' �'�i2�� UJ��1� '2 NTS '3 3i�1��,_�11 �� 5�n SD1 >> DETAIL AT �'ARTYWALL U5ED � SHT C OT INC 1/2" GYP. BOARD 1/16" 0.5.8. SHEATHING W Ld 1/2" GYP. BOARD 1/16" O.S.B. SHEATHING 2x4 STUDS a 16" O.G. <[ DECKING PER 2x4 STUDS 6 16" O.G. DECKING PER 0 FLOOR NAILING FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE 2x4. BOTTOM PLATE SCHEDULE ATTACH RIBBON TRUSS (BY BOARD TO TRUSS OTHERS) CRUS BY OTHERS) TRUSS PER PLAN w/ C3) 10d NAILS / ATTACH SHEATHING TO 1/2" ANCHOR BOLT w/ ° RIBBON BOARD WITH WASHER -a 32" O.G., °3�� Sd NAILS e 3" O.C. DRILLED AND EPDXY w/ OL SIMPSON SET EPDXY, OR EQUIV_, MIN. 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH ° 4 °y (2) Sd NAILS EVERY 3" 4 , 5d NAILS -0 3" O.C. WALL D.C. ° SHEATHING TO BOTTOM i Z Is PLATE I- 4. A D.S.B. TO OVERLAP BOT. PLATE 1 1/4" 1/2" GYP. BOARD ° META16 PER PLAN HGAIOKT 48" O.C., HGAIOKT 10 48" O.C., p! (MIN.) 4 a ° TRUSS t0 TOP TRUSS TO TOP U 8" CMU WALL PLATE PLATE W PT Ix NAILER p AS REQ D. 8" CMU WALL NOTE: REFER TO TRU55 MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. a 2 DOUBLE TOP DOUBLE TOP 2 5 ORY CONNECTION 2 5TOR/ CONNECTION PLATE, U.N.O. PLATE, U.N.O. fi� L.L. L WALL > >e2�=��-r�� SERF. WALL > >e2�� _ ��_0 51=4 EACH STUD 51=4 s EACH STUD A 7/16 OSB, NAIL TO BIRD WALL PER PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. o W 2 X4's 6 16 " O.C. DOUBLE BOTTOM PLATE FIRE RATED WALL FIRE RATED WALL SYSTEM, SEE SY5TEM, SEE w O UPSIDE DOWN H10 COR H10-2 FOR ARCHITECTURAL ARCHITECTURAL ��A 2 -PLY), BOTTOM PLATE TO EACH - PAGES FOR - PAGES FOR r� CKI TO MID POINT DESCRIPTION MID POINT rrr �*; .,I" o TRUSS. SLIT FLOOR DE NG DESCRIPTION °� ,4 ..•.... '�� °" � w BLOCKING BLOCKING ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS g ®� cr- V oW 0: Wit, 2 J PRO 0 LA - 2x STUDS Q 16" O.C. PER PLAN 2x STUDS 16" BRC. NGT. O.C. PER PLAN c� 5P4 0 EACH ' ^ STUD TRUSS PER PLAN vJI 0 '' II ��w4 WA TO FLOOR TRUSS ll OR 2 PLIES) FLOOR DECKING PER Q w z I- (-= 'W� 3 CONNECTION DETAIL PLAN WW., O M t`" '�I Ez COI �1 �� - _��' �P ©� EACH FLOOR SYSTEM W z ca 0 2X NAILER W/ �2) PER PLAN 40 a X1/2" GYP. BOARD 1/16" D.S.B. SHEATHING 10d NAILS v 16" O.G. M z 0 cc 2x4 STUDS v 16" O.C. ROOF SHEATHING 16" HIGH KNEE N � 2X4's 6 16" O.C. FASTEN PER PLAN WALL, STUD �H� G z u DECKING PER (TYP) C FLOOR NAILING 2x4 BOTTOM PLATE SPACING 16" Axa O.C. Q U2 �C H SCHEDULE 11/2" GYP. BOARD eC rn ZC/1 W Q IST FLOOR 5FZ3 HGT L) C p x (2) 106 NAILS NV W Z 6 J E - TOP O.G. TRUSS REFER TO PLANS TOP CHORD TO 2X4 EXT. SHEATHING CONT. tit � FROM TOP PLT. TO 2x4, CONTINUOUS FLOOR DECK BOT. OF GIRDER, FASTEN 1/2" DIA ALL THREAD—/I 1/2" DIA ALL THREAD ROD w ~ ~ U I � V) PER PLAN ROD 6 48" O.C., S" Q 48" O.C., S" EMBED, Ld EMBED, DRILL 8 EPDXY DRILL 8 EPDXY w/ O.C. META16 -s EACH Sd NAILS 3 w/ 51MP50N SET EPDXY I I SIMPSON SET EPDXY OR -wr TRUSS VERTICAL WALL SHEATHING GIRDER PER PLAN OR EQUIVALENT I I EQUIVALENT TO TRUSS BOTTOM 0 ° CHORD 2x4 PT FURRING I -- 2x4 PT FURRING 24" O.C. 124" O.C.o d 2X NAILER W/ (2) I P GYP. 0ARD ° lOd NAILS 16" O.C. -E, 4 H TRUSS I 1 PT lx NAILER AS REQ'D. � O � w TOGIRDER� 2 STORY CONNECTION WALL e f=ARALLEL > >e2=I�-,�" CONNECTION DETAIL �ez„��,_�„ I I m O ""� I S" CMU WALL I 8 CMU WALL = �Z(A o0 w�0 0 J (1) S FROM FTG. TOI (1) 5 FROM FTG. TO 0 TIE BEAM SPLICE TIE BEAM SPLICE = W 00 I TO BE MIN. 30"I TO BE MIN. 30" II GROUT CELL SOLID II GROUT CELL SOLID Y I/2" GYP. BOARD I I J Z 0 I I H DECKING PER U FLOOR NAILING 1/16" 055 OR SCHEDULE 1/2" PLYWOOD II I 0 -- o � Q Q HU2(o TRUSS TO LEDGER �' d — — — °�". �, DESIGN DRAWN — � a =III=1 I=_� —_ = I =_ d a — 1=I —� WMR LA LVL OR GIRDER _ _ — — _—_ i— a. a —III-- I --I I •, • d �p —I ' A CHECKED CFG PER PLAN DOUBLE 2X8 LEDGER. ATTACH -1 1=�--_=1 I 1=_ _ _ _-11=_- lst PLY TO FLOOR TRUSS w/ (4) —"-'—CMU WALL -) ( _� I = =i=1 I 1 =III= — = _ �_� = =� =III DWG.No. 2110914 106 NAILS IN EACH VERTICAL. PER PLAN = �I —I -- I-- I- I E - 1E —� —I I I= I —I = I=1 1 JOB No. Sd NAILS 3" O.C. ATTACH 2nd PLY TO let PLY WITH �= �� I ( i I I= _� I I �' (2) ROWS OF 10d NAILS Q 6" O.C. I — — -- I� - — III SCALE AS NOTED PER ROW STAGGERED 3" F„ BATE 06/30/11 NOTE- REFER TO J015T MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION .� TRU55 TO LEDGER S 2 STORY FARTYWALL SECTION STAIRS 3/411ZI1-011 g 2 STORY FARTY WALL SECTION SD2 T FARALLEL WALL. NTS CONNECTION SHT FASTEN PT 2X NAILER TO MASONRY W/ 311611X4" TAPCONS 6" FROM ENDS AND 16" D.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL IPROVIDE 1/411 PLY ON BOT. OF BLOCK& 1 I ALL LAPS IN MASONRY 25" RUNNING BAR I L _ - - "5 CORNER BAR GROUTED CELL BUCK SPECIFIED BY 1 WINDOW/DOOR ARCH WINDOW MANUFACTURER NTS � Trp. CORNER VERT. FRAMING DETAIL WALL RE INFORC INCA WINDOW/DOOR MANUFACTURER (:D DOOR BUCK DTL. NTS (1)05 IN TIE BEAM II =_ ------------ BAR _ - BAR IN PRECAST LINTEL (2)"5'5 VERTICAL IN GROUT FILLED CELL w (1)05 VERTICAL IN 14 GROUT FILLED CELL (AS iREQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 200-1 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 311611X41' TAPCONS 6 FROM ENDS AND 1611 O.C. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDe1211 O.C. aEA. 6UCCE651 VE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING CENTER BUCK r -i I I I \ 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH SIDE OF OPENING O -A �ff Om GROUT TIE BEAM COARSE 50L ID - NOM. 8" CMU -(I)*5 CONT. IN TIE BEAM COARSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED --HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD 15 MET PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NTS I) TIE 5E,4M D7L. PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABY. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (0" MAX.) CCDVERT. REINFORCING „g�,-��, S 5UCK DETAIL ----TIE-BEAM - ALUM. DRIP EDGE 00 2x4 CONT. 5U15FASCIA. VENTED ALUM. SOFFIT IEll EXT.SHEA HING,—■ � (1) A33 EA. SIDE OD 2X - w/ 3/1611x3-1/411 TAPCONS TO CMU AND (4) 106A" NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/1611x2-1/411 TAPCONS TO CMU AND (4) 10dxI)V2" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST 51LL (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL W/ (1) *5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG ■N �n R� WINDOW M,■ PER FLOOR PLAN co F -- 2x6 STUDS -m I6" O.G. _ mm _I z 11111 Z ,-■ LU WIN O~UJ -- Q Q "-I ` 1 0 DESIGN DRAWN � WMR LA CHECKED CFG DWG.No. 2110914 DECKING PER 2x6 DBL. BOTTOM PLATE 1 I ALL LAPS IN MASONRY 25" RUNNING BAR I L _ - - "5 CORNER BAR GROUTED CELL BUCK SPECIFIED BY 1 WINDOW/DOOR ARCH WINDOW MANUFACTURER NTS � Trp. CORNER VERT. FRAMING DETAIL WALL RE INFORC INCA WINDOW/DOOR MANUFACTURER (:D DOOR BUCK DTL. NTS (1)05 IN TIE BEAM II =_ ------------ BAR _ - BAR IN PRECAST LINTEL (2)"5'5 VERTICAL IN GROUT FILLED CELL w (1)05 VERTICAL IN 14 GROUT FILLED CELL (AS iREQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 200-1 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 311611X41' TAPCONS 6 FROM ENDS AND 1611 O.C. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDe1211 O.C. aEA. 6UCCE651 VE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING CENTER BUCK r -i I I I \ 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH SIDE OF OPENING O -A �ff Om GROUT TIE BEAM COARSE 50L ID - NOM. 8" CMU -(I)*5 CONT. IN TIE BEAM COARSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED --HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD 15 MET PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NTS I) TIE 5E,4M D7L. PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABY. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (0" MAX.) CCDVERT. REINFORCING „g�,-��, S 5UCK DETAIL ----TIE-BEAM - ALUM. DRIP EDGE 00 2x4 CONT. 5U15FASCIA. VENTED ALUM. SOFFIT (APPLIED ACCORDING TO (1) A33 EA. SIDE OD 2X - w/ 3/1611x3-1/411 TAPCONS TO CMU AND (4) 106A" NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/1611x2-1/411 TAPCONS TO CMU AND (4) 10dxI)V2" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST 51LL (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL W/ (1) *5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG �n R� WINDOW d PER FLOOR PLAN co F -- 2x6 STUDS -m I6" O.G. _ F- _I z Q=� Z 5/8" TYPE X GYP. BD. W/ 5P6'5 TOP E BOTT. LU O~UJ Q Q ON EVERY OTHER STUD ` �Om DESIGN DRAWN � WMR LA CHECKED CFG DWG.No. 2110914 DECKING PER 2x6 DBL. BOTTOM PLATE SCALE AS NOTED DATE 06/30/11 FLOOR NAILING 14 NOT USED � SD3 (: WINDOW CONNECTION DETAIL NTS 11/2 11=Ii-&" I v�.rl-{-4/ VLLL W/AM I -✓ L1i11�, CONT. FROM BETO FOOTING. OSCEP DOWN TIS BEAM 2x4 BLOCKS, (2) 16d NAILS e EA. END. BLOCK ADJACENT BAYS ,s EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS 0 611 O.C. (5) 166 NAILS --' BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d GABLE BRACING 6 4811 O.C. MAX. 45" FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU LINTEL -s OPENING MARBLE SILL 1X2 P.T. FURRING= - 1D 2'-0" O.C. PRECAST CONC. SILL TYP. -w ALL WINDOWS R3 IN5UL. BETWEEN 3/411 FURR STRIPS IX4 P.T. NAILER — WOOD BASE 3-1/2" CONC. SLAB_ PER PLAN r NTS I( tl'PIG,4L BLOCK WALL SECTION REFER TO ��- PLANS FOR '-411 MAX. EXACT SIZE OF O.H. - CONT. 2X4 2X4'6,0 24" O.C. - GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. -SIMPSON HGA-10 a 48" O.G. OSB NOT REQUIRED TO BE CONT. 6 THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN NTS SIMPSON H-10 ---'� EXTEND SHEATHING DIAGONALTO TO BOTTOM OF BEAM BEAM NAIL w/ Sd NAILS 311 O.C. -NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING- 5EAM CONNECTION SIMPSON 423 z = SEA. BRACE 3 OLD Ng) TO PLT. PT 2X8 FLT., — q m CANT. FOR = Y 1/2" J -BOLTS w/ CLG. NAILING � � WASHERS (MIN. 6" SURFACE �p EMBED) MIN. b" OM EA. EN PROVIDE 166 NAILS 3fi2" O.C. MAXD AND GABLE END TRUSS.] TO PLT. a 12" O.C. MAX. HGA10<7 'a 32" O.G. CMU WALL OR LINTEL. BELOW R �� `-,-TIE BEAM COURSE W/(1)'S CONT. -*NOTE: GABLES SMALLER WALL THAN 8' DO NOT REQUIRE BRACING*** CMU WALL CONNECTION 9 GA5LE END DETAILS N.T.S. PRE-ENGINEERED WD TRU55, 2411 O.C. R-30 INSULATION HURRICANE ANCHOR AT EACH TRUSS (R1=FER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUR SPEC.) 15" ROOF FELT ON 5/0" ROOF SHEATHING ON ROOF TRUSSES. TOP OF MASONRY Y ALUM. DRIP EDGE 00 2x4 CONT. 5U15FASCIA. VENTED ALUM. SOFFIT (APPLIED ACCORDING TO Me TYP. SINGLE TIE -BEAM W/ (1) *5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG �n R� WINDOW d PER FLOOR PLAN . SPEC.) EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND 5x8x16 CONC BLOCK MAIN FLOOR i1 ELEV 0'-0" GIMCG/1A1 I I/_ A 1,1A n REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. 10 THE TRANSITION FROM TOP PLT. TO GABLE TRU55 DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H-10 ' DIAGONAL TO TOP PLT. -NOTE. GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** FRAME WALL CONNECTION ION A35 DIAGONAL TO --`_-/ TRUSS BOT. CHORD ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** CLEAR 6PAN CONNECTION 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), (0" EMBED 32" O.G. ATTACH GYP. BD TO Z PANEL WITH (2) Sd 0 NAILS EVERY 3" O.C. a_ 1/2" GYP, BOARDS METAI6 PER PLAN ry 4 U U) PT Ix NAILER Ld A5 REQ'D. BT7R—a" CMU WALL Q NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. cb 0 2 STORY CONNECTION ALT. W1 FIRE RATED PANEL 1/1611 O.S.B. 1/2" GYP. BOARD SHEATHING i 2x4 STUDS ter,' DECKING PER V, O.C. Ld FLOOR NAILING 2x4 BOTTOM cti SCHEDULE PLATE ATTACH w O SHEATHING N LTO RIBBON ;��1!l9lIB/gq BOARD WITH�'�� 86 NAILS e p ., ° 3 " O.C. o �"` " ", !� Q Z 00, ATTACH J SHEATHINGQ m� Q 4e TO FLOOR .a m,I, Q C TRUSSES z WITH (2) rn Sd NAILS ° EVERY 311 aq�'gg76E1�K°!�@0 1/2" GYP. METAI6 PER PLAN O.C. " BOARD 0 PT Ix 4 NAILER AS REQ'D. J � LB" CMU WALL E t- cV8�� 2 STORY CONNECTION °' wz r - ATT CANTILEVER ��1111 mil � �" A Inz n-12 STORYCo 0 �igz �0 m C7 hz, z� p-44`�E w a �ao�o x J z .� � vi a O E- cq E-4v� F– O � � W � AA W y V) 0 0 O V W I 13 NOT USEh� 0110 o Z 00 WHO W R� co F -- 2x6 STUDS -m I6" O.G. F- _I z Q=� Q 5/8" TYPE X GYP. BD. W/ 5P6'5 TOP E BOTT. LU O~UJ Q Q ON EVERY OTHER STUD ` �Om DESIGN DRAWN � WMR LA CHECKED CFG DWG.No. 2110914 DECKING PER 2x6 DBL. BOTTOM PLATE SCALE AS NOTED DATE 06/30/11 FLOOR NAILING 14 NOT USED � SD3 SCHEDULE SHT 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), (0" EMBED 32" O.G. ATTACH GYP. BD TO Z PANEL WITH (2) Sd 0 NAILS EVERY 3" O.C. a_ 1/2" GYP, BOARDS METAI6 PER PLAN ry 4 U U) PT Ix NAILER Ld A5 REQ'D. BT7R—a" CMU WALL Q NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. cb 0 2 STORY CONNECTION ALT. W1 FIRE RATED PANEL 1/1611 O.S.B. 1/2" GYP. BOARD SHEATHING i 2x4 STUDS ter,' DECKING PER V, O.C. Ld FLOOR NAILING 2x4 BOTTOM cti SCHEDULE PLATE ATTACH w O SHEATHING N LTO RIBBON ;��1!l9lIB/gq BOARD WITH�'�� 86 NAILS e p ., ° 3 " O.C. o �"` " ", !� Q Z 00, ATTACH J SHEATHINGQ m� Q 4e TO FLOOR .a m,I, Q C TRUSSES z WITH (2) rn Sd NAILS ° EVERY 311 aq�'gg76E1�K°!�@0 1/2" GYP. METAI6 PER PLAN O.C. " BOARD 0 PT Ix 4 NAILER AS REQ'D. J � LB" CMU WALL E t- cV8�� 2 STORY CONNECTION °' wz r - ATT CANTILEVER ��1111 mil � �" A Inz n-12 STORYCo 0 �igz �0 m C7 hz, z� p-44`�E w a �ao�o x J z .� � vi a O E- cq E-4v� F– O � � W � AA W y V) 0 0 O V W I 13 NOT USEh� 0110 o Z 00 WHO O R� co F- _I z Q=� LU O~UJ Q ` �Om DESIGN DRAWN � WMR LA CHECKED CFG DWG.No. 2110914 JOB No. SCALE AS NOTED DATE 06/30/11 14 NOT USED � SD3 SHT 25L ;2X TUff ffLT. TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4'iOUTSIDE (2) 2x4's EDGE DISTANCE REFER TO HEADER SCHEDULE FOR HEADER SIZE, # BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A OFJACK STUDS 4 CONNECTOR REQUIREMENTSCE W/ 3-106. W 1" EDGE 1 2" EDGE 2 2" EDGE 1 PER TAIL COMMON NAILS a ENDS. NAIL VIDE 4a" LAP IPPLATES CONT. W/ Q 10d COMMONS 6 16" O.C. 5P2 OR SP4 EA. STUDOR AS n Q 10dX3" SPECIFIED ON THE PLAN � z — 10dX3",- Q W Q COMMON Q Q z iC EXTERIOR WALLS: z z W w INSIDE Z 2" SHEATHING MUST BE NAILED TO W W -� z 2x's PER DETAIL U PEROPLR USS CMU WALL AS EXTERIOR WALLS, SEE NAILING 2� \ 2�4 NAIL JACK STUDS AND FULL I REQ'D PER PLAN SCHEDULE FOR NAILING lodX3" COMMON-- N 1 055 DRAFT LENGTH STUDS TOGETHER W/ 10d's PATTERN. STOP STAGGERED w 12" O.C. (EACH lodX3" � 1171 1 NAIL a V' O.C. PLY) COMMON Z TOP 8 BOTTOM OFF. SIDE U Z MIDSPAN BLOCKING U INTERIOR WALLS: Z I `L <( U BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS I I I a 1 10dx3° NEEDED Z 10dX3" OPP. SIDE SP2 OR SP4 EA. STUD OR AS (4) EQ. SPACED Q COMMON X SPECIFIED ON THE PLAN �I 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD OPP. SIDE TITENS (w/ STRAPS REQ'D FOR WALLS CL CL DISTANCE PER WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS � ' I 1 DETAIL FROM ii R TRU85ES BOTTOM AP AND SUPPORTING FLOCONNECTOR CHART) (2)2X4's (2)2X6 s (2)2X8's V) IN51DE FLT NAIL5 NAILED AT 8" O/C STAGGERED. OUTSIDE 1/2" x 7 J -BOLTS 6" FROM EA. W OUT5IDE NAILS NAILED AT 8" O/C. 2X's END OF WALL AND 032" O.C. 2X STUD 16° O.G. " 2 J 2X CO�I.��* 11V NOTE: 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) •m 16" O.G. MAY PT ( 3) Or ( 4) 2x COLUMN BE USED I.L.O. J -BOLTS FOR WALL PLATE BOTTOM g 2X 5l�.F I L T " l�F I STUD DRAFT STOP TOP THAT DO NOT CARRY UPLIFT 2 I` COLUMN DETAILS 1'%"=�'-¢a" DETAIL ��_ ,_ �� 3 EXTERIOR/INTERIORFRAMEWALL CONN. 1/211210-0011/4 -1 m DETAIL. 19A DBL. TOP PLT. BEYOND NAILING PATTERN 3/4" PLYWD. DECKING W NOTES: PER NAILING SCHEDULE. //16 OSB WALL SHEATHING SPLICE 2X LEDGER 1. STAIRS SHALL BE CONSTRUCTED INTO RIM50ARD W/ STUD (4) EQUALLY SPACED 1/2" x 2" BOLTS ACCORDANCE WITH FBC 2001 STAIR RUN MUST TILE ON 15 FELT OVER 5/8 PLYWOOD MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I OR 5/8" O.S.B. ON PRE -ENG. TRUSSES FLOOR SYSTEM PER PLAN TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24" 24" O.C. w O 'r a TO 25" REFER TO ROOF A �1e� l r I t ter�ao N JOINT - GYPSUM WALLBOARDa 2. HAND RAILINGS SHALL BE CONSTRUCTED IN PLAN FOR �®� W '� ACCORDANCE WITH FBC 200`f STAIR RAILS CONNECTIONS � � °� • � o SHALL BE NOT LE55 THAN 34" NOR MORE THAN 2x DBL g 'r '•, �y d Z 2X4 BLOCKING PLACED TOP PLATE � C� : .� FLATWISE (2) 16d NAILS �` 38" ABOVE THE LEADING EDGE OF THE TREAD. m . L> NAILING PER EACH END HANDRAILS THAT FORM A PART OF GUARDRAILSi� REFER TO PLANS a i-4 :im MAY BE 42" HIGH. WALL RAILS SHALL HAVE A ° s : 0 Q SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF o °° A t `°•' a o \\ 1 1/2" MIN. HANDRAILS SHALL HAVE EITHER A z °,••,°,°°••° co �yJ CIRCULAR CROSS SECTION OF 1 1/4" TO 211, OR o NOTE. PROVIDE A NONCIRCULAR GROSS SECTION WITH®000�+t �� 3 LL_ EQUIVALENT GRASP ABILITY PERFORMANCE. R-30 CMU WALL BELOW 1/2" PLYWOOD OR i/16" 0.5.8. TO BE USED A5 UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8". INSULATION ALUM. DRIP NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN EDGE PRE-ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN Ll_;x RIBBON w/ (4) 16d Q EACH TRUSS (U.N.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LET -IN Q BASE OF 1/2 GYP. BD. CLG. 2x4 FONT. o BELOW FIRST FLOOR' TOP PLT. STRINGERS. FASTEN TO FLOOR ACCORDANCE WITH FBC 2001 GUARD RAILS SUBFASCIA w/(4) 1/4"x3" TAPCONS EVENLY SHALL H NOT LESS THAN 42" HIGH. OPEN SIDE HDR. AS PER PLAN VENTED SPACED /I RAILS SHALL BE GONStRUCTED 15 SUCH A MANNER THAT A 4" SPHERE MAY NOT PASS Q ALL FRAMED SOFFIT z THRU ANY PART. OPENINGS J.- o 4 SHEATHING G ELSV, NTS Wz NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN �t�CONNECTION DETAIL INSULATION 11/2 GDX PLYWOOD C Z E OR -1/1611 OSB, W o`d W Z ATTACH PER PLAN E-1 W VHmico DECKING PER 2X4 STUDS a Z O il E m FLOOR NAILING 16" O.G. Q E [ca f-1 Z SCHEDULE ►•a O C a 0 REFER TO PLANS/.LA 0 PRE -ENG. META16 W PER o FLOOR SYSTEM PLAN L) O O x J z C61la' REFER TO PLANS FOR REFER TO PLANS BLOCKS, C2) 16d NAILS EA. EXACT SIZE OF O.N. LAP SIDING V 2x4 � � -4 MAX. END. BLOCK ADJACENT BAYS , EA. DIAGONAL AS SHOWN. FASTEN ROOF N P.T. H NAILER � W SHEATHING TO BLOCKS w/86 NAILS e SHEATHING PER PLAN A W 2 TO DETAIL 3 5HT. SD3 N 7. SHEATHING w/ WRAP �,2" GYP. `.,b TIE BEAM REFER CONT. 2X4 I �3 I5# FELT DRAINAGE PLANE BD. SIMPSON H-10 Y: O 1/5" STUCCO THICKNESS DIAGONAL TO PRECAST CMU _ 16d NAILS BLOCKIN 1 4 LINTEL OPENING WINDOW PER FLR. C5 2X4'8 24 O.C.. i :.• O PAPERBACK LATH PLAN BRACE TO BLOCKING GABLE END SHEATHING I MEMBRANE STRIP COVERING WOOD FASTEN PER PLAN.FRAME/" ,46ONRY INTESECTION UNDER MARBLE SILL PRECAST CONC PROVIDE 2x4 BRACE TO SILL EXPANSION JOINT TO EXTEND 2" Q EA, ADJ. DIAGONAL FASTEN \_-5F`LICE AS REQ'D. +• BELOW CMU 1x2 P.T. FURRING TO DIAGONAL w/(2) 16d NAILS. PROVIDE 2X BLOCKING 1 x® 2'-0" O.C. � O_ M GABLE (BRACING 48" FOR NAILING of 2 METAL OR PLASTIC EXPANSION JOINT FLOOR OVERLAP Z -FAA H(WRB) R3 IN5UL. BETWEEN 8" GMU 45° FROM Do 2X4 FRAMING OR PRE -ENG. ,, TRU55 3/4 FURR STRIPS CO D.C. MAX R TRUSSES a 24" O.C. MAX. W/ i (1) 05 VERT. IN (n 3. Z HORIZONTAL (+/- 10°) SIMP50N H4 TO LEDGER BRACE NOT REQUIRED 6' i ' 1" FROM TOP OF CMU ROOF SHEATHING i .: ; FULL HEIGHT. GROUTED CELL W O FROM EAVES. FASTEN PER PLAN Ix4 P.T.P.t. NAILER FLOOR PLAN SEE O � J 2X4 LEDGER W/ (2) USE (4)104 NAILS FOR WOOD BASE II FOR LOCATIONS O 16d NAILS w 12" CONY. FRAMED MEM. ONLY 3-1/2" GONG 00 (U.N.O.) 1 5/S" STUCCO OR GEMENTIOUS METAL Z -FLASH SLAB FINISH NTITIOUS = Y ►.° - COATING OVER CMU II p PROVIDE BLOCKING 4. — BETWEEN TRU55 BAYS ,• _ ° d FIN. FL. U Q CMU WALL PER PLAN — _ a ° ° _GRADE -a 45" O.G. FOR FIRST 3 BAYS c• — I — — — Ld F - H2.5 EACH TRUSS TO LEDGER NOTE: NUMBERS INDICATE ORDER ITEMS 5/8" STUCCO OVER� 44° °a I MASONRY/BLOCK I I I=1 I III- I --I I I=1 I I- I I 1-I 1 Q (U.N.O.) _: SHOULD BE INSTALLED OVER FRAME AND � O I_I I I -III .° y °° q 1 1 I -III -III --III � SEE PLAN FOR SUPPORT AND TIE DOWN OF CMU �, — CL J m JACK TRUSSES I I1-1 I -III -I .:., Q. : k, I -I I 1=1 -III—) I I IE —III DESIGN DRAWN ***NOTE: GABLES SMALLER THAN V DO NOT REQUIRE BRACING***7=—.= i I I— `� WMR LA1=III=III=1 I=III=1 1i I ra CHECKED -I I I=1 III -III-III-III- REFER FOUNDATION CFG _vx=III= IL=- PLAN FOR FTG. DWG.No. 2110914 INFORMATION JOB No. SCALE AS NOTED DATE 06/30/11 GABLE END a FLAT 3/4"=1'-m" CEILING 1�I1'�-I �305T01�1 �-II�' � �"_�'-�" 8 SIDING �'O STUCCO 3„=�,_®" g ,�_ ,_ �� WEEP SCREED DETAIL. LAS�IINC DETAIL. 2 STORY WALL SECTION �/� � m SD4 SHT DensClasir m Ultra Shaftliner Area Separation.Wells Ag$h, Ctaoi glaPacifffic The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a- firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is my to, erect seenr meets all building coda requirements and provides economical fire protection and sound control The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of pa 0 p the adjacent unit, The assembly is constricted at the foundatforl and continues either to the underside of the protected roof sheathing or through the roof to form a parapet The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wail. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and mold -resistant shaftliner panel -- DensGlass' Ultra Shaftliner. Components 20 Woad Framing 1" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" area Separation Wali and Wood Framing 2" H- St ds u 24" o.c. Back-to-back C•Tracks 1/2" DonsArmor Plush Interior Panel Al umr urn 'n rClip B aakaway Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -trach and 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with casted fiberglass matsis front and back instead of paper facings like traditional shaftliner panels, DensGlass Ultra Shaftliner panels are covered by a 12 -month iwplace exposure f limited warranty against delamination, deterioration and decay and a 5�yrtar limited warranty against manufacturing da a4ats. Hire Tesiling and Building Code Compliance 119 The Georgia-Pacific. Gypsum Anna Separation Walt has been fire tasted to ASTM E and CAN/ULC S-'101. The Georgia-Pacific Gypsum 2 -hour firs rated Area Separation Waitassembly, constructed using DensGlass Ultra Shaftliner panels, i listed by Underwriters Laboratory(UL), Underwriters Laboratories aCarrada (ULC) and Warnock Hersey International (WHI/ITSi andmeets " The 1 Section 7 "P Walls and Section 705 "Pira Walls.' in Code BC05 a therequirements of 20InternationalBuild the 06 ( ) sty g Gaa is-Pacic Gypsum Area SeRa ration Wall assembly is I"stad in the UL Fire R si nca D'raeco ry under UL Desi373 the ULC Fire Resistance Directory ULC Design No. W 3I2 and the WI Fire Resistance Directory ry underer WHI GPMA 12004 . For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119. on, to= :c do 6AU'tlpN: For prodarcfliro, Safety Out use idernufr da w orniSaF+►>hri rnr 9 �rx r urinr�iatinr" dr> t utnias r shrricel **olio Nadirs r,exi tis or www 4p4rprnnxti* 3 A(*Gatargla cifk DensGlass- Ultra Shaftliner Area Separation Wails 1111oypawm System Assemblies - 2 -Hour Rating HILTI SYSTEM .", -L-2377 Construction Detaii Assembly Components STC Test Reference _ r Two layers 1" DensGlass'" Ultrav,.. 60...- UL DESIGN U373 MOMShaffner inserted in'H-Studs 24" o,c, a Ar a« " '«a a a a ULC WW312 Lij Min. 3/4" air space between liner panels OD WHI GP/WA 120-03 and adjacent wood or metal framing. " RAL TL89-383 A Two layers 1" DensGlass Ultra Shaftliner 80 UL DESIGN U373 r inserted in H -Studs 24" o.c, Min. 3/4" air ULC DESIGN W312 space on both sides must be maintained r� ,i WHI GP/WA 12004 l� between lister parcels and adjacent ..x p Based on RAL TL89-383 , framing. d Sound Tested with 2 x 4 stud wall ��^�� ISI � LLJ with 1/2" DonsArmor Plus$ ulterior' �LC) panel each side of assembly and o __JQ+LJ 34/2" fiberglass insulation in stud, 0. �- space bath sides. W Q _. _.._,._., Part. Tltiakness: 3" 38 est. WHI 495.0743 LLJ Weight per Sq. Ft.: 9.5 a -- Two layers 1" DensGlass Ultra Shaftliner L.l (� inserted in H -Studs 24" o.c. Metal � <o< framing covered using 6" wide or 112" lug DensArmor Pius rireguar& Type C DESIGN Interior Panel or 1/2" TeughRock", ToF Fireguar&Type C gypsum board. TJF CHECKED Breakaway clip facings and height of avail differ between UL Design, U373 and WHI GPIWA 120-04. DWG. No. G pia tcific RenelGlass7- Ultra Shoftliner Area Separation Walls CvZ Installation Insttructions The Georgia-Pacific Gypsum Area Separation Wall is constructed since the framing for one townhouse unit is complete and nd prior to the construction of the adjacent unit. The solid 2!b Area Separation Wall is constructs/ a minimum 3/4" away from the adjacent framing, Which is typically constructed from Wood, In many Lases the area separation wall is positioned 1" away from the wall framingto accommodate the 1" n l "" a e t)e sG ass In Shaftliner panels used as firabEacking between the floor levels. The UL Design U373'Area Separation Wall assembly was evaluated at a height up to 44' and the WHIZ GP/WA 120-04 Area g Separation Wall assembly was evaluated at aheight up to 68". Erecting the 2" Area Separation. Wall 1. Position 2" C -Track a -minimum 3/4" from the framed wall of the adjacent unit: Fasten C -Track to foundation. with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum l/4"bead of acoustical sealant under the C -Track to, maximize acoustical privacy. Run.the C -Track to the -end of the foundation. Incase of offsetunits, see 15.under Special Conditions. 2; Start the wall with avertical C -Track atone end: Install two 1" shaftliner pane Is, vertically with either side facing out"" into the C -Track at one and of the area separation wall. install the WStud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite end -of the foundation, Terminate the gall' using a C -Track; The vertical C -Tracks at each end of the wall should be attached in the comers to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. * Note: some authorities may require labeling to be visible, 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C -Track in the comers using a minimum of one 3/8" minimum length pan head screw. 4, Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8"°minimum length pari head screwq nd t the adjacent locant wood framing using a minimum of one 1"minimum length drywall screw. When the UL Design U373 Area Separation WaEi assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally -on every H -Stud (24" o.c.), When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 60" for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHI/iTS Design WHI P/A 120-04 . 04 AreaSeparation aIi assembly is specified, the breakaway clips should be located verticallyat each floor level l0'0" o.c, and horizontal on other H - stud ( i )Y every of a stud (48" o,c.). When the fatal height Silas Area Separation Wall exceeds eds 20'0" breakaway clipsss il be instalted vertically ave ry8'0" maximum for thelower 20, 0" and every 10"0" maximum for the upper 48"0" of the wall assembly. 5. Fireblocking is installed on both sides of the. Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 iBC. (See details section), For approved fire -blocking materials, see Special Conditions Item 8. 6: To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24°" at Stagger back to back C -Track joints a minimum of 12". T if ara t is not specified, see Special Conditions Item 11` for tw ria Re Pf? two code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation W ll i aa s erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire-blockirig installation is identical for both sides of the 2" Area Separation WVall, Aluminum Angle Clip G -Track, Cap, 'Edge WSturd, 25-ftuge or End Closure a. " r 1 r Y ail;:, f; 8t , " . ,'� A Y+ I � t� my r r. , , . r " 1° F ) w. 2w..e....... CM111r40N: For pradoot 111m. sat* and use it denvaden, yo to D"Mfstotoh tit 4 « nr sir �t it harrq srirrrl rr ur�kster TatnVcarr Sgxvi ca Narub t t6 or www.ltauntsrrnfa Acoustic sealant (as required) Joist ... ____ __ lllslt_ --1" DensGlass"" Ultra Shattliner panels 2" C -track fastener 24'" ox. --- -.! - + "'"t Sealant, as required Foundation Dens6loss- Ultra Shaftliner Area Separation Walls " Cie4rgiafiac�Pc ovnwM Special Conditions 1. When an H-Studdoes not align withtheadjacent wand framing, 'ns ail blocking between wand framing members and attach broakaway clip to blocking using are 1-1/4' drywall screw and to the H - Stud asiig a minimum of 3/8 minimum um length pan head screw. 2, If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wail framing is spaced gloater than 1"away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERNSuild'ing Systems and Telling Industries for modifiers clips.. Additional wood blocking can be added between the wood;studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing. 5, The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4 away, can be constructed of wood or steel framing:. When constructed using steel framing, use a minimum of one 3/8" minimum loath pan head screw to attach the alumi- num breakaway clip, 6. The support walls located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 314°" air space, offer increased acoustical privacy, and provide necessary aesthetic;s,.These;walls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems, These systems should not impede the required 3/4!" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7, The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 1/2" DonsArmor Plus* Fireguards Type C or 112" ToughRocke FireguardO Type C or 5/8" ToughRack Fireguard Type X or 5/8" DensArmot Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1 " drywall screws spaced 12" oo, to the metal framing. Thispeirnarily occurs inaccessible attic areas. Attic areas not accessible do not require the 6" wide gypsum boardstrips. 8. The required fireblocking between floor levels may consist of 2" nominal lumber a two thicknesses of 1" nominal lumber with broken la !oints or one thickness of 0,719" wood structural panel lth joints backed by 0.719" wood structural panel or one thickness of 0.75"Rarticleboard with joints backed by 0.75"particleboard. Gypsum board! including 1" DensGlass'Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mind wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable ffreblock. (Section 717.2,1, 2006 IBC► 9. The Georgia-Pacific Gypsum Area Separation Wall assembly y can be constructed with or without a parapet. 10. At the intersectionof the solid 2" Area Separation Wall and the underside of the structural roof sheathing; cut liner panels s at an a eto provide a light fit to the structural hoathir. The 2" Area Separation Wall isnot required red to be capped using a C -Stud. Where the shaftliner panels are not tight to the structural sheathing; appiy an approved fireblocking material (see Special Conditions, 18) to both sides of the Area Separation Wall, 11. There are two code -compliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof underlayment methal. In the ledger strip method, one layer of 5/8" DensArmar Plus Fireguard Type X interior panel or 5/8" 1pughRock. Fireguard Type X gypsum board is placed 4 on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of i the roof sheathing and flush with the top of the roof framing. The ledgers areattached to the roof framing and form a continuous ship. The second method is using fire treated plywood at least 4! on both sides of the Area Separation Wall. 12.Pane Penetrations through the solid 2' Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details cons L category XHEZ Through -penetration Firestop, Systems. 13. Size arrcprotection of openings �s 'nGeorgia-Pacificthe sold 2" ' Gypsum Area Separation Wall shaft be in accordance with the 2006 IBC, Section 705:8; When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Well ("Any wall located on a property line between adjacent buildings" which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, SeLlion 705.1 . 1; openings are not permitted; 14. For specialized lalized end"use areas such as bathrooms, the adjacent framed wall an be Severed With DansShiad o Tile Backer fromm Georgia-Pacific in lieu of standard aper -faced gypsum board or fiberglass mat -faced interior panels. 15. An offset occurs when one unit extends the front or e of adjacent eut unit. Th H-sturls of the Area Separation Wall are rat designed for hanging sheathing and cladding so planningis required before cxnstr ctbon begins. There are two ways to deal with the offset, The first option Is to our enoughaaverete' a that the Area Separation Wall and adjacent 2x4 vaIi can extend to the furthest most point. Sheathing and cladding can then be installed to the 24 wall, The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure, CAUnW. Far product tiro, solely and rise irdonnatlon, go to Rr,eotWoetatyirdo. rov 014 updaoxi, revhaical $wvIce *ratline rMnsolf4 or www.444ppNam.com « 5 DemAlasom Ultra Shaoltnner Area separation Walls AII 010011"914-POCift GYPSUM Details � Attic - Adjacent to Trustee 1" DonsGlaw Ultra Shditlinor panels ...... ..._ H -stud -.--. No minimum air space Wood truss 6" Wide 1/2" DonsArmor Flue fireguardlf Type C parorls or *only applies if solid wall is accessible. 1/2" ToughfloW FireguardType C or It not accessible, the strips are not required. 5/B" Toughrock Fireguard Typo X or 1" DensGlass'" Ultra Shaftliner panels Typical Roof Junction 1 Layer of 5/8" DansArmor Pius" Type X gypsum panel for as required by codes) - 1/2' DonsArmor Plus gypsum panel or 1/2°" TGughRoce gypsum board 1°' DensGlass" Ultra ShaftJiner panels Caulk(smoke tight joint) 2" x 2" ledger strips .._ - _ Roofing Roof deck 2 HOZ SHAFT WALL ASSEVS _Y NSTALLATONSPEC E CAT 0 S AND DETA S SCALE: N.T.S. Breakaway clip Fire blocking Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 wall Rating - 2 Mr (See Items 4, 4A and 46) Finish Rating -129 Mtn (Sae Item 4) EMLXVD .i VWX MC0AM -LES" M' DY.r lLY w r y T a5f Y: t 1{t yy(Q f t , r p r " Hwl 6 4 1 f T; 4' +f, Y. :: _ ,: pp.:,,. ,, .,..w, '•.h, �,. .www ,.,,.�,..m.�,,,..^�"... «.,.. ,„�.„. AREA SEPARATION WALL: - (Nonbearing, Max Height 44 ft) 1.. Floor, Intermediate or Top Wall - 2.3/16 in, wide channel shaped with 1 in, long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 In. OC. 2. Steal Studs -- steel members formed from No. 25 MSG gals steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and Range width 1-1/2 in, 3, Gypsum Board* - Two layers of 1 in. thick gypsum wallboard liner panels, supplied In nom 24 In. widths. Vertical edges of panels friction fitted into "H" - shaped studs. GSOROIA-PACIFIC GYPSUM L L C --" Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing wall, as indicated In Items 4, 4A and 4B) 4, Wood Studs "- For 2 Hr. Bearing or Nonbeanng Wall Rating - Nom 2 by 4 in., max spacing 24 In, OC, Studs cross - braced at roldheight where necessary for Clip attachment, Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steel Studs -- (As an alternate to Item "l, not shown) - For 2 Hr. Bearing Wall Rating Corrosion protected steel ,, m studsidi. No, 20 MSG (0.032.9 Ina, min bare metal,thicknesa) steel or min 3- 1/2 In, wide, min No, 20 GSG (0,035 in, In., min bare metal thickness) steel or min No, 20 GSG (0,036 In" thick) gety ste6or No,. 2(i MSG (0.03'3 in, thick) primed- steel, that n tee , a provide a sound structural connection between steel studs, and to adjacent assembles such as a Raor, ceUlrhg, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C, Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wail Finish rating has not been evaluated for Steel Studs, 48. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr, Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 in, wide, min 1.-1/4 In. Manges and 1/4 in, return, spaced a max of 24 in, OC, Studs to be cut 3/8 to 3/4 in, less than assembly height, Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size,, with min 1 in.. long legs, attached to floor and. ceiling. wJth fasteners 24 in. OC max,. Studs.cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall, Finish rating has not been evaluated for Steel Studs. 5. Gypsum Beard - Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-114 In, longr steel drywallnails spaced 1:2 In. OC. wallboard attached to steel studs (Item 4A or 45) with t 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 Grips - Aluminum angle, 4,062 In, thick, min 2 In. wide with min 2 in. and 2-1/2 In. legs. Clips secured with oneTypeS screw 3/8 in, long to "H" studs and with one Type w screw, 1-1/4 In,. longt,o wood framing, or steel, framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 it high, For separation wails up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H' studs. 7. Potts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL -U3732 HR WALE SCALE: N.T.S. System No. W -L_-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings 1 and 2 Hr �See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400°F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC, B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN, D TNG OF THE FIRESTOP SYSTEM IS UAL TO THE HOURLY FIRATING THE HOURLY F AN T RATING H Q RE RA IN OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (PONT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER@SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT BEARING THE UL CLASSIFICATION MARK SI S F Reproduced b HILTI Inc. Cavitas of p Y Y U Underwriters Laboratories' Inc. V ®� Hilts Firestop Systems June 20, 2000 a' AYNE &NNMsssss` Fire Sprinklers, Inc. FIRE CAULK - HILTI SYSTEM .", -L-2377 UP TO 2" CPVC i+ 1 TO 2 -HOUR Um"5E J a .. a �/ sa+ a a Ar a« " '«a a a a 0 Lij d'�ld Ill ij4,mm®® OD O w " r, A , C) r� ,i 77- l� ..x p , d ,,...„,. m ��^�� ISI � LLJ �LC) OU1 EMLXVD .i VWX MC0AM -LES" M' DY.r lLY w r y T a5f Y: t 1{t yy(Q f t , r p r " Hwl 6 4 1 f T; 4' +f, Y. :: _ ,: pp.:,,. ,, .,..w, '•.h, �,. .www ,.,,.�,..m.�,,,..^�"... «.,.. ,„�.„. AREA SEPARATION WALL: - (Nonbearing, Max Height 44 ft) 1.. Floor, Intermediate or Top Wall - 2.3/16 in, wide channel shaped with 1 in, long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 In. OC. 2. Steal Studs -- steel members formed from No. 25 MSG gals steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and Range width 1-1/2 in, 3, Gypsum Board* - Two layers of 1 in. thick gypsum wallboard liner panels, supplied In nom 24 In. widths. Vertical edges of panels friction fitted into "H" - shaped studs. GSOROIA-PACIFIC GYPSUM L L C --" Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing wall, as indicated In Items 4, 4A and 4B) 4, Wood Studs "- For 2 Hr. Bearing or Nonbeanng Wall Rating - Nom 2 by 4 in., max spacing 24 In, OC, Studs cross - braced at roldheight where necessary for Clip attachment, Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steel Studs -- (As an alternate to Item "l, not shown) - For 2 Hr. Bearing Wall Rating Corrosion protected steel ,, m studsidi. No, 20 MSG (0.032.9 Ina, min bare metal,thicknesa) steel or min 3- 1/2 In, wide, min No, 20 GSG (0,035 in, In., min bare metal thickness) steel or min No, 20 GSG (0,036 In" thick) gety ste6or No,. 2(i MSG (0.03'3 in, thick) primed- steel, that n tee , a provide a sound structural connection between steel studs, and to adjacent assembles such as a Raor, ceUlrhg, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C, Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wail Finish rating has not been evaluated for Steel Studs, 48. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr, Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 in, wide, min 1.-1/4 In. Manges and 1/4 in, return, spaced a max of 24 in, OC, Studs to be cut 3/8 to 3/4 in, less than assembly height, Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size,, with min 1 in.. long legs, attached to floor and. ceiling. wJth fasteners 24 in. OC max,. Studs.cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall, Finish rating has not been evaluated for Steel Studs. 5. Gypsum Beard - Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-114 In, longr steel drywallnails spaced 1:2 In. OC. wallboard attached to steel studs (Item 4A or 45) with t 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 Grips - Aluminum angle, 4,062 In, thick, min 2 In. wide with min 2 in. and 2-1/2 In. legs. Clips secured with oneTypeS screw 3/8 in, long to "H" studs and with one Type w screw, 1-1/4 In,. longt,o wood framing, or steel, framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 it high, For separation wails up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H' studs. 7. Potts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL -U3732 HR WALE SCALE: N.T.S. System No. W -L_-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings 1 and 2 Hr �See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400°F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC, B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN, D TNG OF THE FIRESTOP SYSTEM IS UAL TO THE HOURLY FIRATING THE HOURLY F AN T RATING H Q RE RA IN OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (PONT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER@SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT BEARING THE UL CLASSIFICATION MARK SI S F Reproduced b HILTI Inc. Cavitas of p Y Y U Underwriters Laboratories' Inc. V ®� Hilts Firestop Systems June 20, 2000 a' AYNE &NNMsssss` Fire Sprinklers, Inc. FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR Um"5E J SCALE: NONE 00203 PENETRATION PROTECTION 2 HR SCALE: N.T.S. Z _O F- in Ily cn L_r_l ii 11 .l d ®mom,, 111 "Ni3R ®® o d- O w. a ami �l 49--° w �GZZA,' 4Q 0 -to 7 � Um"5E J a .. a �/ sa+ a a Ar a« " '«a a a a 0 Lij d'�ld Ill ij4,mm®® OD O w SHT 0F SD5 0 T 0 LLJ 0 Lij O OD C) cn E, ��^�� ISI � LLJ �LC) OU1 o __JQ+LJ 0. �- W Q LLJ a -- L.l (� Ld � <o< LL lug SHT 0F SD5 LLJ 0 OD � LLJ �LC) o U -J LLJ a -- � <o< DESIGN DRAWN ToF TJF CHECKED TJF/WMR DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 0F SD5 5/ Mc EX AE DC PE *ATTIC DETAIL—ADJACENT TO TRUSSES DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H—STUD W/BATTEN STRIPS POINT W/ I LAYER 5/8" TYPE 0 EA SIDE OF TRUSS 24" BACK -IT BOX FIRE CAULK ALL JOINTS WOOD TRUSS T", 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRUSS GLASS EXT SHEATHING BETWEEN SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE DCKING, OVERLAP WALL TOP 3/SD5 (WHI 495-0743) DOF SHEATHING FIRE CAULK (2 SECTION AA THROUGH TRUSSES 8c SHAFT LINER SCALE: N.T.S. PLAN VIEW— TERMINATION AND CLOSURE OF I HOUR PROTECTED SOFFL[ FIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE 'Y' DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT P S RE-FINISHFD ALUMINUM OFFIT AND FASCIA TO MATCH �—1 LAYER 5/8" TYPE 'Y' DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (0309) EXTERIOR FIRE WALL wI HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL SCALE: N.T.S. fj7Q=1 IJ I Ll k 4 il Lelil;r, Thickness: 4T/81f Approx. ftfqft 7 pst Fire Test UL 83601-47. 49, 9-1T45. VL Design U309, UL R1319-129, i-22-70, UL Design U314 Sound Tlast: NGC 2404,10.14-70 I HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (U309) SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED ------ INTERIOR WALL FRAMING 3/4" AIR SPACE 2" H—STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2"C -TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL As A SERVICE To OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. 0373 EXTERIOR WALL INTERSECTION DETAIL SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE I DENSGLASS ULTRA SHAFTLINER I" DENSGLASS ULTRA SHAFTLINER 2" H -STUD EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 OFFSET EXTEROR WALL DETAL SCALE: N.T.S. 2" C -TRACK 3- 4- 6" WIDE 1/2" DENSARMOR PLUS PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL ----STUDS AT ROOF TRUSS (2) 1" SHAFT WALL LINER --l',," "Al FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A I I I IT --I A FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS RLQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & LTC SHALL BE SURFACE MOUNTED, 1 1/2" FURRING AT PARTY WALL _ SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALU UM CLIP PER UF'R PRE-4-NOINEERED RO"-"F TRU ES AT 24" O.C.----/ .1/2" GYPSUM CEILING I ALUMINUM CLIP PER MF BACK TO BACK C—TRACKS ALUMINUM CLIP PER ME .1 1/4" DRYWALL SCREV -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEI TNG BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL FOOTER— SEE FOUNDATION T-F� 11 -1 -T -II -LIT —14 L-[] II—III'-1111=11_111-_3 1 -1 —ITT I 1-_3 1/2" MINIMUM CONCRETE SLAB - - ---- 1- - REINFORCED WITH FIBERMESH ON PLAN FOR SIZE & REINFORCEMENT 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETA1 1,2,&3 ON SHEET SD5 2 HR FRE WALL DFTAL (U373) SCALE: N.T.S. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C c; PANELS OVER METAL "H" 7— STUDS AT FLOOR TRUSS zC4 7. =2 t w 0: 0 SYSTEM PER % 4, :2 MANUFACTURERS SPECS SEE 0 3/SD5 (WHI 495-0743) EXTERIOR FACING 0 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD A A 24" O.C. MAX. MECHANICALLY TYPE 'Y' EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING, STUDS �7. -<1 I" DENSGLASS ULTRA SHAFTLINER 2" H -STUD EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 OFFSET EXTEROR WALL DETAL SCALE: N.T.S. 2" C -TRACK 3- 4- 6" WIDE 1/2" DENSARMOR PLUS PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL ----STUDS AT ROOF TRUSS (2) 1" SHAFT WALL LINER --l',," "Al FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A I I I IT --I A FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS RLQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & LTC SHALL BE SURFACE MOUNTED, 1 1/2" FURRING AT PARTY WALL _ SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALU UM CLIP PER UF'R PRE-4-NOINEERED RO"-"F TRU ES AT 24" O.C.----/ .1/2" GYPSUM CEILING I ALUMINUM CLIP PER MF BACK TO BACK C—TRACKS ALUMINUM CLIP PER ME .1 1/4" DRYWALL SCREV -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEI TNG BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL FOOTER— SEE FOUNDATION T-F� 11 -1 -T -II -LIT —14 L-[] II—III'-1111=11_111-_3 1 -1 —ITT I 1-_3 1/2" MINIMUM CONCRETE SLAB - - ---- 1- - REINFORCED WITH FIBERMESH ON PLAN FOR SIZE & REINFORCEMENT 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETA1 1,2,&3 ON SHEET SD5 2 HR FRE WALL DFTAL (U373) SCALE: N.T.S. SD6 v N e IV c; eft 7— LLJ zC4 7. =2 t w 0: 0 % 4, :2 k 0 0 0 SD6 cn z LLJ :2 0 0 0 7 E-l �7. -<1 co oo VD N 4; < 0 E-- p��wN 1.1 LLJ �L n < C) ;4 hl 0 U <Lb Lj-j fy Ld IL ILL D SD6 cn LLJ :2 0 7 < 0 1.1 LLJ �L n < Elf nnnn <Lb IL 0 U V) ry < 0 < n :2 DESIGN DRAWN -- TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SD6 STEP 1 1 STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOLISEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF—ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EMPORARILY OLD—UP & SEC OUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF—AD MEMBRAP LASHINC NAILING 1LAD -XTEND SELF—AD VIEMBRAP 1" MIN 8 °LASHIN( ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF' PEC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR. at SILL. EXTEND FLASHIN, FOLD HOUSEWRAP &TAPE DIAGONAL & ACROSS HEAD C WINDOW ,PPLY )" NOM. — ;ONTIN000S BEAD OF ;EALANT AT JAMBS ,ND HEAD or APPLY 0 BACK OP WINDOW IAILING FLANGE IN INE W/ 'RE—PUNCHED HOLES lR SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AP S0UARE PER MANUFACTURERS WRI TTEN INSTRUCTIONS I,WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF—ADHERING MEMBRANE FLASHINGS ARE USED 2 IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF—ADHERING FLASHING MA'(ERIALS USED DURING CONSTRUCTION, 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARWbOL SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE FLEXIBLE FLASHING FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING SILL, FLUSH TO INTERIOR FRAMING, INTERIOR VIEW STEP 6 STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. ALUM. DRIP EDGE SET IF ROOF CEMENT & NAILED i"xi2'" BLOCKING PREFIN. ALUM. FASCIA 8 VENTED SOFFIT. 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. i p MN01 vPREslS��""�JNS: OSBHSHEATHALT IINGLES WITH 'HR' CLIPSELT PAPER ON 16° & ANCHORED T0 Rapt p\5`H NAP S ' OV 6ROOF TRUSSES ® 24"O.C. MAX. W/ 8d GUN PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) GARAGE 8" GONG, MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I ° 3d" POURED CONCRETE SLAB ON VAPOUR BARRIE CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. r2 YPICAL ONE STORY WALE SECTION SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (FBC-R8D6� ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES ® 24"O.C. MAX. W/ 8d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 6" O.C. SAVE IN UPPER PORTION OF ATTIC SPACE. PREFIN. ALUM, FASCIA INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO VPP HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY \N SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. '1 DRIP AT EAVES. 7, MNM�M �I�\T��\ M,�N PER FBC-RES R613.6 & R613.7.5 �Oofp\AG�NPRVE TOP OF BLOCK U/S OF SOFFITI ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT +� NAILED OVER"x1�" BLOCKING I' TOP OF WINDOW PREFIN. ALUM, FASCIA VENTED SOFFIT. 11 ;7j- 8"FINISHED FINISHEDTEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. NOMINAL THICKNESS) 7, PROVIDE MIN. R19 BATT INSUL. & �' DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CONT. ROD IN FOOTING & BOND BEAM Q 3 TYP CAL SAVE DETAIL SCALE: ETAIL- SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON I APPROVED ROOF TRUSSES (SEE ROOF TRUSS SDESIGNS & PECIFICATIONS) CT. ENGINEER'S FRAMING ALUM. DRIP EDGE OVER- ROOF P\AGN 9 _t INSULATION BAFFLE 1 a �m �� _ ry J%12" OVER 12"x5l" SPR. ' BETWEEN EACH TRUSS „?� w O FASCIA ATTIC 'x,.�a°.®�®�� a z TOP OF PLATE '`' 9 _* U PROVIDE MIN. R19 BATT INSUL & Z _ J U/S OF SOFFIT 2" DRYWALL CEILING .,,j TOP OF WINDOWS V-0„ 42" O SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION ar REQUIREMENTSr" i 8 'i0►1�� SHT OF SD7 VENTED SOFFIT INSTALLED PER MANUFACTURER'S SD7 SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 �! SFCOND FLOOR o " PAINTED DRYWALL Q �- 12%32" STUDS © 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) O W E-+ U� 3„ BATT INSUL. FILLED (R-13) 58 EW -a yH 4 �` s" OSB EXTERIOR SHEATHING rte- O U Q 00 FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS q OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER E- OO cc LJ GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED U N W \ _ HOUSEWRAP. E" Q+ Z -" (8" NOMINAL THICKNESS) ILEI C)= E.,i W W 4 FINISH SECOND FLOOR E 16" DEEP OPEN WEB FLOOR TRUSSES PE _p FLOOR TRUSS I AYOU per- PLO E-4 O Cq a TOP OF C.M.U. WALL �— tl�JLi BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) �[ I cn REINF. PRECAST GONG, LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613 7.5 a GROUND FLOOR i PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o 00 " PAINTED DRYWALL (R-0.45) c ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) Li 0 INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL &" CEMENTITIOUS a"x12" PRESSURE TREATED STRAPPING 24" O.C. (R-1.10) INTO BLOCK. FINISH = 9&" 8-1 8" 8" GONG. MASONRY UNIT WALL (R-1.11) pp FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (2" NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) V) 3;: cn DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS - \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER Ld 0 STRUCT. ENGINEER'S SPECIFICATIONS. -- CLEANOUT OPENING FOR EACH GROUT CELL Li FINISH SLAB ON GRADE _ a °' ® D A ° FINISH GRADE a ' ° . a �/ — — z PLASTER SKIM COAT OR ° o ry D� Ul o PAINTED FOUNDATION WALL . a ;, 32" CONCRETE SLAB ON 6 MIL. u� ARIE� POLYETHYLENE VAPOR BARRIER < O < 1r CLEAN COMPACTED, TERMITE TREATED FILL. CL 7 __j POURED CONC. FOOTING SLAB THICKENING. DESIGN DRAWN (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TJ F TJ F CHECKED WMR/TJF DWG.No, TYP CAL- 2 STORY WALL- S ECTI 0 N JOB No. 905/117 SCALE AS NOTED SCALL: N.T.S. DATE 06/22/11 SHT OF SD7 UL U338 1 HOUR RATED NUN—LUAIJnL/NrCHNv rHINLL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER $" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER 8" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) DO I 0 FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE d ° O CQ i- FINISH GRADE. ° ° d 20 o PLASTER SKIM COAT OR ° _! PAINTED FOUNDATION WALL 4 FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES P FLOOR TRUSS LAYOUT / BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CM WALL_ INDICATES 1 HOUR RATED CMU EXTERIOR WALL, PER F.B.C. TABLE 720.1 (2) ITEM # 3--1,3 WITH 721.3.1 FOR FQUIVFLANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL 3z" 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,) 4 1 HOUR EXTERIOR WALL SECTION (TYP) �,SD8 SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer b/B" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" D.C. Face layer 5/B" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/a" Type W or S drywall screws 12" o.c. at joints and intermediate tnrsses and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d naits. Appropriate roof covering. r�5 UL DETAILS li,,SDS No. U,391 111emarift Wal Rating — 2 QTR. Fin" Rating "--- 06 Mita. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72: ITS, 8.6.98 When uwd,ih wifts oft an 49 in,.., glum ba*d;to be dt art;41Y_ UE DETALS UL DESIGN U338 Design No. U332 September l5. 2010 M 3 Nonbring oB r aa11np Wall Rating — 1 NR. (See fame 3 and 2A) Mnash Rating — One Layer of Wallboard — Min. 30 Min. Two Layers W Wallboard — Mtn. 99 Min Load Restricted for Canadian Applications — 9- Guide BkUVT 4 � 2 .. 2a �," J RIZONTAL SECTION �=✓ 1. Wood Stud. — Nom 2 by 3 or 2 by 4 In., BM wI.e, spaced 241n. O.C. roux, effectively fheslopped. 2. GYMeM Board- — For Nuntom h g wan mbng — One layer of 5/e In. thick, gypsum board sacurad to each aide of Studs. Gypsum board applied horizontally or veracelly, unless specified below, with vertical joints centered on studs, and nailed to Studs and Opening plates 7 in. O.C. with 6d meat coated malls, 1-7/0 In. long, 0.0915 In. shank dlam and 1/4 In. clam head. As an aaemste, No. 6 bugle head drywall screws, 1-7/0 in, long, may be substituted for the fid cement cooled nails. 20, GYPDUM Board• — (Asan alternate to Item 2, not shown) - For Nonbearing Wall rating -Any 5/81n. thick gypsum panels supplied by the Classified Companies listed below shown Gypsum Board- (CKNX) category. Applied horizontally or vertically and attached to Studs and bearing plates with 1.1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 in, from edge of board. When used In widths other than 46 In., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM Co USG MEXICO G A DE c v 2C. Gypsum Guard* — Same as Item 2B. For Bearing Wall rating — Additional layer of 5/11 In. thick, 4 R wide wallboard each side of assembly, Attached to studs over Inner layer 8 In. O.C. now with 1.7/B In. long Type W coarse thmad gypsum panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 21). Gypsum Board* — (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1.1/4 in. long Type W mom thread gypsum panel steel screws spaced a max 81n. OC, with last screw 1 in. from edge of board. When used In widths other than 48 1n., gypsum board to be Installed horizontally. AMERICAN GYPSUM CO — Types AGX-L, AG -C CERTAINTEED GYPSUM INC — PmROC Type C or P.R c Type X CERTAIWMED GYPSUM CANADA INC — Progoc Type C or ProRoc Type X TEMPLE-INLARD — Type TG -C 2E. Gypsum Soarde — Same as Item 20. For Beartng Well rating — Additional layer of 5/8 In. thick, 4 it wide wallboard each side of assembly. Attached to studs over Inner layer 8 in. O.C. maw with 1.7/8 In. long Type W course thread gypsum panel steel screws. AMERICAN GYPSUM CO — Types ACX -1, AG -C CERTAINTEED GYPSUM INC — Prolloc Type C or ProRoc Type X CERTAINrEED GYPSUM CANADA INC — PrOrRoc Type C or Progoc Type X TEMPLE-INLAND — Type TG -C 2F. Gypsum Board• — (As an alternate to Item 2, not shown) - For Nonbearing WRIT rating - 5/81n. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 lo. OC, with last 2 screws 1 and 41n. from edge of board or nailed as described In Item 3. When used In widths of other than 48 in., gypsum boards are to be Installed horizontally. TEMPLE-INLAND — GreenGlass Type X. TEMPLE-INLAND —Type X Comforh3vard Sound Deadening Gypsum Board 21. Wall and Partition Facings and AeussorlaP — (As an alternate to Items 2 through 211) — Nominal 5/8 In. thick, 4 it wide panels, applied vertically and secured as described In Item 2 or 2A. SERIOUS MATERIALS INC — Types QuletRock ES, Quietkock 527 3. Joints and NNI Heads — Gypsum board Joints Of puler layer covered with paper tape and joint compound. Nall heads of outer layer covered with Joint Compound. AS an alternate, nom 3/32 In. think gypsum venear plaster may be applied to the acnes surface of Classified veneer baseboard wItb Joints reinforced with paper tape. 4. Ratio and Blankets* — (Optional) — Max lin. thickness plane or mineral fiber ball Insulation. See Batt- and Bktnke4• (BZ)Z) category for names of Classified companies. 4A. F11ror, SPrayad• — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulase material. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 3.0 Iblits. Alternate application method: The fiber Is applied with U.S. Gmenfiber LLC Type A0100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 2.5 ib/fe. U S GREENFIBER L L C — Cocoon Stabilized or Cocoon-FRM (Fire Rated Material) 411. Flbar, Sprayed• —Asan alternate to Bags anti Blankets (Item 4) and Item 4A -Spray applied cellulose insulation material. The fiber Is applied with water to Interior surfaces In accordance with the application Instructions supplied with the product. Applied to completely tell the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. The mlmmum dry density $Pall be 4.99 Ib,/ria. INTERNATIONAL CELLULOSE CORP — Ceihar-RL 11119 the UL Chus0lcatlon Mark 7 UL D ETALS JDUL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" a DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD 7777 DO NOT VENT OR PENETRATE SOFFIT PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH P3�N1 GN � PRS 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH BEAM — SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL \,,S18 SCALE: N.T.S. tai 0 ,��ttttttEl`r�� an e rV e�' 11 "A Wa IWi 905/117 rate' p`ee ' z ''� e ee vi O z los' � Z UJ Ice r!+ z Of cc FRT PLYWOOD SHEATHING J FOR FIRST 2'-0" UP R� _:��NSULATION BAFFLE ROOF - BETWEEN EACH TRUSS 1 A TTI C ® � LL TOP OF PLATE W PROVIDE MIN. R19 BATT INSUL. & ® CQ z" DRYWALL CEILING 5/8" TYPE "X" DENSGLASS �J MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT Ld BACKER BOARD II o p II IpSI DO NOT VENT OR PENETRATE 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING SOFFIT BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP q WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SD6 SECOND FLOOR 1 HOUR RATED (0309) EXTERIOR EIRE WALL 00 SEE SHEET SD6 8" TYPE 'Y' DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) 8" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING DO I 0 FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE d ° O CQ i- FINISH GRADE. ° ° d 20 o PLASTER SKIM COAT OR ° _! PAINTED FOUNDATION WALL 4 FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES P FLOOR TRUSS LAYOUT / BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CM WALL_ INDICATES 1 HOUR RATED CMU EXTERIOR WALL, PER F.B.C. TABLE 720.1 (2) ITEM # 3--1,3 WITH 721.3.1 FOR FQUIVFLANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL 3z" 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,) 4 1 HOUR EXTERIOR WALL SECTION (TYP) �,SD8 SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer b/B" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" D.C. Face layer 5/B" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/a" Type W or S drywall screws 12" o.c. at joints and intermediate tnrsses and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d naits. Appropriate roof covering. r�5 UL DETAILS li,,SDS No. U,391 111emarift Wal Rating — 2 QTR. Fin" Rating "--- 06 Mita. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72: ITS, 8.6.98 When uwd,ih wifts oft an 49 in,.., glum ba*d;to be dt art;41Y_ UE DETALS UL DESIGN U338 Design No. U332 September l5. 2010 M 3 Nonbring oB r aa11np Wall Rating — 1 NR. (See fame 3 and 2A) Mnash Rating — One Layer of Wallboard — Min. 30 Min. Two Layers W Wallboard — Mtn. 99 Min Load Restricted for Canadian Applications — 9- Guide BkUVT 4 � 2 .. 2a �," J RIZONTAL SECTION �=✓ 1. Wood Stud. — Nom 2 by 3 or 2 by 4 In., BM wI.e, spaced 241n. O.C. roux, effectively fheslopped. 2. GYMeM Board- — For Nuntom h g wan mbng — One layer of 5/e In. thick, gypsum board sacurad to each aide of Studs. Gypsum board applied horizontally or veracelly, unless specified below, with vertical joints centered on studs, and nailed to Studs and Opening plates 7 in. O.C. with 6d meat coated malls, 1-7/0 In. long, 0.0915 In. shank dlam and 1/4 In. clam head. As an aaemste, No. 6 bugle head drywall screws, 1-7/0 in, long, may be substituted for the fid cement cooled nails. 20, GYPDUM Board• — (Asan alternate to Item 2, not shown) - For Nonbearing Wall rating -Any 5/81n. thick gypsum panels supplied by the Classified Companies listed below shown Gypsum Board- (CKNX) category. Applied horizontally or vertically and attached to Studs and bearing plates with 1.1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 in, from edge of board. When used In widths other than 46 In., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM Co USG MEXICO G A DE c v 2C. Gypsum Guard* — Same as Item 2B. For Bearing Wall rating — Additional layer of 5/11 In. thick, 4 R wide wallboard each side of assembly, Attached to studs over Inner layer 8 In. O.C. now with 1.7/B In. long Type W coarse thmad gypsum panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 21). Gypsum Board* — (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1.1/4 in. long Type W mom thread gypsum panel steel screws spaced a max 81n. OC, with last screw 1 in. from edge of board. When used In widths other than 48 1n., gypsum board to be Installed horizontally. AMERICAN GYPSUM CO — Types AGX-L, AG -C CERTAINTEED GYPSUM INC — PmROC Type C or P.R c Type X CERTAIWMED GYPSUM CANADA INC — Progoc Type C or ProRoc Type X TEMPLE-INLARD — Type TG -C 2E. Gypsum Soarde — Same as Item 20. For Beartng Well rating — Additional layer of 5/8 In. thick, 4 it wide wallboard each side of assembly. Attached to studs over Inner layer 8 in. O.C. maw with 1.7/8 In. long Type W course thread gypsum panel steel screws. AMERICAN GYPSUM CO — Types ACX -1, AG -C CERTAINTEED GYPSUM INC — Prolloc Type C or ProRoc Type X CERTAINrEED GYPSUM CANADA INC — PrOrRoc Type C or Progoc Type X TEMPLE-INLAND — Type TG -C 2F. Gypsum Board• — (As an alternate to Item 2, not shown) - For Nonbearing WRIT rating - 5/81n. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 lo. OC, with last 2 screws 1 and 41n. from edge of board or nailed as described In Item 3. When used In widths of other than 48 in., gypsum boards are to be Installed horizontally. TEMPLE-INLAND — GreenGlass Type X. TEMPLE-INLAND —Type X Comforh3vard Sound Deadening Gypsum Board 21. Wall and Partition Facings and AeussorlaP — (As an alternate to Items 2 through 211) — Nominal 5/8 In. thick, 4 it wide panels, applied vertically and secured as described In Item 2 or 2A. SERIOUS MATERIALS INC — Types QuletRock ES, Quietkock 527 3. Joints and NNI Heads — Gypsum board Joints Of puler layer covered with paper tape and joint compound. Nall heads of outer layer covered with Joint Compound. AS an alternate, nom 3/32 In. think gypsum venear plaster may be applied to the acnes surface of Classified veneer baseboard wItb Joints reinforced with paper tape. 4. Ratio and Blankets* — (Optional) — Max lin. thickness plane or mineral fiber ball Insulation. See Batt- and Bktnke4• (BZ)Z) category for names of Classified companies. 4A. F11ror, SPrayad• — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulase material. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 3.0 Iblits. Alternate application method: The fiber Is applied with U.S. Gmenfiber LLC Type A0100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 2.5 ib/fe. U S GREENFIBER L L C — Cocoon Stabilized or Cocoon-FRM (Fire Rated Material) 411. Flbar, Sprayed• —Asan alternate to Bags anti Blankets (Item 4) and Item 4A -Spray applied cellulose insulation material. The fiber Is applied with water to Interior surfaces In accordance with the application Instructions supplied with the product. Applied to completely tell the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. The mlmmum dry density $Pall be 4.99 Ib,/ria. INTERNATIONAL CELLULOSE CORP — Ceihar-RL 11119 the UL Chus0lcatlon Mark 7 UL D ETALS JDUL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" a DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD 7777 DO NOT VENT OR PENETRATE SOFFIT PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH P3�N1 GN � PRS 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH BEAM — SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL \,,S18 SCALE: N.T.S. tai DESIGN DRAWN TJF TJF CHECKED 0 ,��ttttttEl`r�� an e rV e�' 11 "A Wa IWi 905/117 rate' p`ee ' z ''� e ee vi O z los' � Z UJ Ice r!+ z Of cc 0 /"mow J as sae 1(df ,.®J" i� CK �Q�� ,,fill ry �irr 1 _J DESIGN DRAWN TJF TJF CHECKED Z i�CD d3 CD 0 905/117 WL U •-1 cc If 06/22/11 CK or-_-�-/-��]11�l1F1F.rsss�++Iffy�yyy,II V1 0 ® � LL O W 0 ® CQ l% D �J o Ld II o p II IpSI tO d LL DESIGN DRAWN TJF TJF CHECKED TJF/WMR i�CD d3 CD W z CQ 905/117 WL U •-1 cc If 06/22/11 or-_-�-/-��]11�l1F1F.rsss�++Iffy�yyy,II V1 0 ® � O ® CQ DESIGN DRAWN TJF TJF CHECKED TJF/WMR C d JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 0 C D C/-) I I � c) Lo_1 (-Y DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF GENERAL NOTES: 1. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) # 12AWG WIRES, PLUS A MINIMUM OF # 12AWG GROUND WIRE UNLESS OTHERWISE NOTED. ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 1/2". 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 4. CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 5. PROVICE IDENTIFICATION, AS SPECIFIED IN THE 2008 NEC 230.2(E), AT EACH METER LOCATION. 6. DRAWINGS COMPLY WITH FBC 13-413. 4x4 BOX WITH SINGLE GANG MUD RING FOR VERIZON PUNCHDOWN TERMINAL -\ JACK. WIRE AND AS REQUIRED BY TELEPHONE COMPANY 1 0 JACK BY TELEPHONE COMPANY 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUITTO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND ABBREVIATIONS AND ACRONYMS A AMPERES KW KILOWATT AC ALTERNATING CURRENT LTG LIGHTING ADA AMERICANS W/ DISABILITIES ACT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTION AFG ABOVE FINISHED GRADE MCU MASTER CONTROL UNIT AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CATV CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASS. CONC CONCRETE NF NON-FUSED COND CONDUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CU COPPER NEC NATIONAL ELECTRICAL CODE DISC DISCONNECT NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER NL NIGHT LIGHT EF EXHAUST FAN O.C. ON CENTER ELEC ELECTRICAL P POLE EM EMERGENCY PNL PANELBOARD EMS ENERGY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL EX EXISTING RM ROOM FA FIRE ALARM SPEC SPECIFICATION FACP FIRE ALARM CONTROL PANEL SS SYPER SAVER OR STAINLESS STEEL G GROUND TYP TYPICAL GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED GND GROUND V VOLTS GRC GALVANIZED RIGID CONDUIT VAV VARIABLE AIR VOLUME HVAC HEATING, VENTILATING AND AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE J JUNCTION W WIRE KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF KVA KILOVOLT -AMPERES 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUITTO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND LIGHTING SCHEDULE QTY. LAMPS__d TYPE MOUNTING VOLTAGE MANUFACTURER 2 32W T8 CEILING 120 PROGRESS LIGHTING - 4 40W A19 WALL 120 PROGRESS LIGHTING P3298-15 6 40W A19 WALL 120 PROGRESS LIGHTING P3299-15 1 60W A19 CEILING 120 PROGRESS LIGHTING P3408-30 1 65W BR30 CEILING 120 PROGRESS LIGHTING P87-AT/P8l 1 60W A19 SUSPENDED 120 PROGRESS LIGHTING P3788-33 3 60W A19 CEILING 120 SELECTED BY OWNER 1 60W A19 WALL 120 PROGRESS LIGHTING P5682-31 1 60W A19 CEILING 120 PROGRESS LIGHTING P5744-31 1 60W A19 CEILING 120 PROGRESS LIGHTING P87-AT/P81 1 50W MR16 CEILING 120 JUNO IC44, 440 -WH TRIM 4 50W UR 16-1 CEILING 1 120 1 JUNO R701WH, R6WH, R8WH 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 8x10 FLUSH BOX WITH SCREW COVER -COAX CABLE FROM BACKBOARD 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY BY TELEPHONE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUITTO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS JULY 11 2011 SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH POWER R DUPLEX RECEPTACLE AS BUILT DUPLEX GFI RECEPTACLE "WP" DENOTES WEATHERPROOF COVER DUPLEX RECEPTACLE ABOVE COUNTER HEIGHT DUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT DUPLEX RECEPTACLE CONTROLLED BY LIGHT SWITCH ® DRYER OR RANGE RECEPTACLE RECEPTACLE, 2 POLE COORDINATE TYPE WITH EQUIPMENT ® CEILING MOUNTED GFI RECEPTACLE Q CODE SIZED JUNCTION BOX WITH BLANK IDENTIFIED COVER ® FAN RATED JUNCTION BOX IN CEILING g METER PANEL D, DISCONNECT LIGHTING LIGHT FIXTURES, SEE PLANS AND FIXTURE SCHEDULE FOR TYPE q� COMBINATION EXIT/EMERGENCY LIGHT WITH BATTERY BACKUP FIRE ALARM G SMOKE DETECTOR co COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR MISC. v TELEPHONE OUTLET y TELEPHONE OUTLET ABOVE COUNTER TV CATV OUTLET EXHAUST FAN ® COMBINATION EXHAUST FAN/LIGHT ELECTRICAL SPECIFICATIONS: GENERAL 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. FIRESTOPS SHALL BE BY THE CONTRACTOR, 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12, THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 17. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM AS INDICATED IN DRAWINGS. SYSTEM SHALL BE UL LISTED, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS, AND SHALL BE INTERCONNECTED TO ACTIVATE ELEVATOR RECALL SYSTEM. 18. ALL CIRCUITS BREAKERS SERVING SUPPLYING OUTLEST IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). 19. ALL RECEPTACLES IN KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNRROM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNIT SHALL BE TAMPER RESISTANT. CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS. ACCEPTANCE TESTING 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. AS -BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDUMS AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET, THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. PROTECTION 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ ENGINEER. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/ OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK, THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. CONSULTANTS: DATE JULY 11 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT El REVISIONS Q 0 z APPROVED: b�� X. ilva No. -Cl ellSTAT . Copyright 0 2011, liLid kng neering, Inc. G -'� G 14 CU -3 ELECTRICAL PLAN 1/4" = 1'-0" 2ND FLOOR ELECTRICAL PLAN 1/4" = 1'-0" 1ST FLOOR RECEPTACLE AND PULL LITE IN ATTIC POWER CO. TRANSFORMER 120/240V, 1 -PH Ih kMP MLO AoV, 10-3W 1593 SQ. FEET x 3 VA = LUG LOCATI MOUNTING: H CKT GND C O CKT NO. _111 EQUI 10 3/4" A 2 BEDROOM DRYER B 4 BEDROOM 10 3/4" A 6 MASTER B. 300 VA B 8 LIGHTING/ 10 3/4" 1 A 10 MASTER B. 9512 VA HEATING DEMAND B 12 BATH 10 3 4" A 14 GARAGE & B 16 LIGHTING 10 3/4" Al18 LIGHTING BI 20 KITCHEN F 12 1/2" A 22 KITCHEN 1 12 1/2" B 24 KITCHEN 1 12 1/2" A 26 BATHR00] 12 11/2" 1 B 28 12 11/2"1 A 1 30 SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1593 SQ. FEET x 3 VA = 4779 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33779 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 23779 VA @ 40% = 9512 VA HEATING DEMAND 9500 VA �c, 100% _ COOLING DEMAND 4500 VA @ 100% _ LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 PANEL P2 150 AMP MLO O 120/240 VOLT 10-3W 150A0 AIC: 22,000 BUILDING 2 STEEL BUILDING STRUCTURE 1@ CONC. FOOTING— 2 #6CU TELEPHONE/CABLE CABNET FOOTING ----------- — -- _ STEELBAR --------- I --------------------- F-4---? 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. 29012 VA 121 AMPS 150 AMPS II 1 DATE Cop ri ht ® 2011, DDC Engineering, Inc. TIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 29012 VA 121 AMPS 150 AMPS II 1 DATE Cop ri ht ® 2011, DDC Engineering, Inc. J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. hlitu'l,xiUaL rLAlN 1/4" = l'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PANEL. P3B RATING1 SERVICE: 5022 VA 150 AMP MLO 120/24OV, 10-3W SMALL APPLIANCE LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: #2G LAUNDRY 22,000 1500 VA CKTI N0. EQUIPMENT SERVED "A CKT. BKR. pOLE TR O BRANCH CKT N GND C OII CKT NO. EQUIPMENT SERVED JKVA 5000 VA HCKT,KR. TR O BRANCH CKT N GND C 1' AC -3 9.50 2 160 6 1 - 10 3/4" 1 A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 � —L 6 24022 VA 40% = B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 � _J_ _I_ 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1 2" 11 - I � 150 10 B 12 BATH .780 1 20 12 12 1211/2"' 13 RANGE 12.0 2 8 - 10 3/4" A 14 GARAGE & EXTERIOR LT/REC .600 1 20 12 12 12 1/2" 15 —j— —j— 8 IB 16 LIGHTING/ RECEPTACLES 1.13 1 20 12 12 12 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 N/2 19 � _ 1 _ 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 1 12 12 1/2"1 A 26 BATHROOM RECEPTACLES .720 1 20 12 12 27 MICROWAVE/HOOD 1.50 1 20 l_L 12 1 12 12Fl/TLA 2" B 28 29 REFRIGERATOR 1.50 1 12 12 12 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/ COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH lh BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA COPPER SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA #2G LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 24022 VA 40% = 9609 VA HEATING DEMAND 9500 VA Cc, 100% _ COOLING DEMAND 4500 VA @ 100% _ LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29109 VA 120/240 VOLT SERVICE/FEEDER LOAD 122 AMPS MAIN BREAKER : 150 AMPS -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 150AD PANEL P3B 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE #6CU TELEPHONE/CABLE CABNET FOOTING ------------ -------------- -- STEEL BAR _—------- i ---_—_----- -----_ 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM - NTS. EM DATE REVISIONS \`ee� 00�M AL /1?9-Silva oc No. �d ATE= 0 e° Copyright 0�r ng, Inc. WIRE SCHEDULE U# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C EM DATE REVISIONS \`ee� 00�M AL /1?9-Silva oc No. �d ATE= 0 e° Copyright 0�r ng, Inc. ELECTRICAL PLAN 1/4" = l'-0" FIRST FLOOR VA ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC I PANEL: P5 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKTCKT. N0. EQUIPMENT SERVED KVA BKR. POLE TR 0 BRANCH CKT N GND C O CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE ITR 1 0 BRANCH CKT 1 N IGND C I AC -3 9.50 2 160 6 1- 10 3/4" Al2 BEDROOM 1.25 1 20 12 12 1 12 -1/2" 3 -L-L 6 BI 4 BEDROOM 1.25 1 20 1.2 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4" Al6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2' 7 - -j- -L 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 120 12 1 12 12 11/2" 11 _l_ -j-10 B 12 BATH .780 1 120 12 12 12 1/2"[/2 13 RANGE 12.0 2 50 8 - 10 3 4" A 14 GARAGE & EXTERIOR LT/REC .600 1 20 12 12 12 15 1 1 -L 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 17 DRYER 5.00 2 30 10 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 19 1 _1_ � 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20r12 12 12 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 25 DISHWASHER 1.20 1 20 12 12 12 1/2" A 26 BATHROOM RECEPTACLES .900 1 20 12 12 27 MICROWAVE/HOOD 1.50 1 20 12 1 12 1 12 1/2" B 28 29 REFRIGERATOR 1.50 1 20 12 1 12 1 2" A 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT _1LL E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1743 SQ. FEET x 3 VA = 5229 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34229 VA THE FIRST REMAINING 10000 VA @ 100% = 24229 VACS 40%= HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P5 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING BUILDING 2 STEEL STRUCTURE C CONC. FOOTING 2 FOOTING ----------- ----------------- STEEL BAR -- _-- -__ -------------- 9 2 10'x5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. 10000 VA 9692 VA 9500 VA 29192 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 10000 VA 9692 VA 9500 VA 29192 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET F CONSTRUCTION SET AS BUILT ❑ REVISIONS ■rs.s■■s�■s■ d' 'Ar 9#1va r 4TFTF o' sA " �QO€�t��°.b Copyright 0 �614l DJDQ EA eering, Inc. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" SECOND FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. RECEPTACLE AND PULL LITE IN ATTIC PANEL. P6 RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT NO. EQUIPMENT SERVED KVA CKT. BKR. [POLE TR 0 BRANCH CKT N GND C 0 CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLEITRI 0 BRANCH CKT 1 N IGND C 1 AC -3 9.50 2 60 6 - 1 10 3 4" A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 1 -L _1 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4" Al6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 1 � � 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3 4" Al10 MASTER BATH .580 1 20 12 12 12 .1/2" 11 - —L 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1 2" 15 1 � 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 � � 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" Al22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1/2" A 26 BATHROOM RECEPTACLES .720 1 20 12 12 12 1/2"' 27 MICROWAVE/HOOD 1.50 1 20 12 12 12 1/2" B 28 29 REFRIGERATOR 1.50 1 1201 12 1 12 1/2" A 30 REMARKS: - PROVIDE GROUND BUS 8v NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT _LLI E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1886 SQ. FEET x 3 VA = 5658 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34658 VA THE FIRST 10000 VA @ 100% = 10000 VA REMAINING 24658 VA @ 40% = 9864 VA HEATING DEMAND 15000 VA 100% = COOLING DEMAND 7000 VA 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 15000 VA NET COMPUTED LOAD 34864 VA 120/240 VOLT SERVICE/FEEDER LOAD 146 AMPS MAIN BREAKER : 150 AMPS -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P6 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING 2 STEEL BUILDING STRUCTURE CC CONC. FOOTING 2 FOOTING ----------- --------- - __ STEEL BAR -- ------- I --------------------- E:fD 10'x5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/ CABLE CABNET RISER DIAGRAM N.T.S. ffm DATE JULY 119 2011 malmmommunwwwamm WIRE SCHEDULE 101 COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C ffm DATE JULY 119 2011 malmmommunwwwamm REVIEW SET PERMIT SET BID SET CONSTRUCTION SET No. AS BUILT REVISIONS e S AT _ mmmmmmmmmmmm No. `i O e S AT _ 8�"ti' Copyright � e m ,Inc. 4" FIBER MESH - CONCRETE AT 3000 PSI J ANCHOR BOTH SIDES LIQUID AND SUCTION LINES UP FROM BELOW GRADE - ANGLE BRACKET `--TEK-SCREWS CONDENSER PAD CAUTION: USE CARE. DO NOT PUNCTURE THE CONDENSER COIL. -INSULATE SUCTION LINE SUPPORT FROM CONDENSING UNIT STRUCTURE ON CONCRETE PAD TRANSITION INSULATED SEAL WATER -TIGHT BOX FLEX DUCT 6" ABOVE TO EVAPORATOR COIL GRADE MAXIMUM 2 PIPES PER CONDUIT, TYR PROVIDE SADDLE SCHEDULE 40 PVC CHASE DUCT SUPPORT SUPPORT INSULATE BACK OF ALL AI. DISTRIBUTION DEVICE CEILING SUPPORT FROM STRUCTURE TYPICAL DUCT / M Z CONDENSER UNIT DETAIL M2 DIFFUSER DETAIL N.T.S. M-DOl l N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 AIR FLOW :FUSER SUPPLY AIR SUPPLY DUCT FLEX CONNECTION 6;4:� AC CLOSET WALL �\ REFRIGERANT LINES P -TRAP 1" CD TO EXTERIOR AIR HANDLER ON EQUIPMENT SUPPORT INSULATED RETURN AIR PLENUM. MINIMUM 24" ABOVE FLOOR, 4" PVC CHASE TO EXTERIOR SIDE WALL GRILLE WITH FILTER FLOOR PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) DISCONNECT SWITCH CEILING /// IFAN GRILLE NEOPRENE FLEXIBLE CONNECTION (TYP.) DUCT M 3 TYPICAL AC INSTALLATION M CEILING FAN DETAIL M-DO08 N.T.S. M -DO 12 N.T.S. LEGEND / ABBREVIATIONS TYPE SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC AIR CONDITIONING E 90° ELBOW W/TURNING VANES CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE O THERMOSTAT EF EXHAUST FAN CD CONDENSATE DB/WB DRY BULB/WET BULB OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) MBH THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE _ FIRE DAMPER KW KILOWATT VOLT/ ROUND INSULATED FLEXIBLE DUCT MCA MINIMUM CIRCUIT AMPS STAGE VOLT/ r OR MANUAL BALANCE DAMPER ® SUPPLY DIFFUSER TEMP ® RETURN DIFFUSER DIFFUSE ®._# ` TYPE 450 CFM DIFFUSER OR GRILLE DESIGNATION ® OR EXHAUST GRILLE OR FAN I M-SO04 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP SPLIT SYSTEM SCHEDULE DRIVE TYPE FAN SERVICE MAX I SONES MARK NOMINAL CFM O.A. CFM ESP WATTS RPMI HP COOLING CAPACITY 19 WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. ELECTRICAL DATA OUTDOOR UNIT) ELECTRICAL DATA INDOOR UNIT INDOOR/ I AMB, I ENT ENT SENS TOT NO COMP NO FAN FAN VOLT/ MCA FAN KW STAGE VOLT/ OUTDOOR 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) HP PHASE HP HEAT PHASE AC-I/CU-1 600 0 .5 95 80 67 13.2 18.2 1 7.2 1 0.6 1/15 240/1 10 1/8 5 1 240/1 AC-2/CU-2 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 AC-3/CU-3 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 NOTES: 1. MOUNT UNIT IN VERTICAL POSITION. 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. 2. INSTALL AND ANCHOR CONDENSER UNIT TO 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10. PROVIDE PROGRAMMABLE THERMOSTAT. STRUCTURE. WITH DISCONNECT. 3. MIN. SEER OF 14.0 7. PROVIDE 1" PLEATED FILTERS. 4. PROVIDE AUXILLARY OVERFLOW SWITCH. 8. PROVIDE 5 YEAR WARRANTY. I M-SO04 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX I SONES VOLT / I PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS RPMI HP EF -1 ICEILINGI 50 10.25 1 46 1 1680 1 - I DIRECT I RESTROOM 1 10 1 115/1 1 SWITCH I NUTONE 1 1,2,3,4 NOTES: 1. PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2, PROVIDE BAKCDRAFT DAMPER. 4, PROVIDE VIBRATION ISOLATORS. FLEX DUCT "HEDULE CFM DUCT SIZE 0-100 6"0 101-250 8" o 251-400 10,10 401-700 12"0 701-1000 14" O 1001-1500 16"0 1501-2000 18"0 *USE AIRFLOWS ABOVE FOR BOTH SUPPLY AND RETURN. M-5002 MECHANICAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE TAG DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, ® PIPING OR OTHER EQUIPMENT. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND ❑ COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR COMPLETION AND COORDINATION OF THE COMPLETE PROJECT, 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL 19 WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'4" FROM ANY EXHAUST FAN, SWD RTU GAS EXHAUST OR PLUMBING VENT. 5. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. 6. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH REMARKS: SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND 3. PROVIDE ALL ALUMII\ OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED NOTES: OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED. 10. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN. EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. AIR D: PERMIT SET TAG TYPE ® SUPPLY DIFFUSERS ❑ CEILING GRILLE OR 19 SIDEWALL SWD DIFFUSER SIDEWALL SWR RETURN REMARKS: 1. PROVIDE OPPOSED B 2. CONTRACTOR SHALL BORDER TYPES WITH 3. PROVIDE ALL ALUMII\ 4, PROVIDE I" PLEATEI NOTES: 1. THE NUMBER ADJAC THREADED CAP, FLOAT SWITCH IN HAND TIGHTENED SECONDARY DRAIN LINE TO DISABLE AHU SHOULD THREADED CAP WITH %" O SECONDARY DRAIN LINE HOLE DRILLED IN TOP, ACCUMULATE WATER. HAND TIGHTENED. AIR [� HANDLER SLOPE TO UNIT DRAIN �- Z7 DRAIN PAN CASING SLEEVE �q UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 11 TIMES FAN SUCTION S.P. B = r 2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH Y/4" ARMAFLEX CONDENSATE DRAIN Ms P -TRAP D ETAI L N.T.S. M-DO02 IM_sMECHANICAL SPECIFICATIONS I PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA MECHANICAL CODE, 2007 FLORIDA PLUMBING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DUCTWORK THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475 -FR, 1 1/2" THICK FIBERGLASS DUCT (MIN R -VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/ MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC -30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL, CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF %4" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U -BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY RUSKIN MODEL ELF6375D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. DATE JULY 11. 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ REVISIONS rv1, W Vj Fr -,1 won W x �-4 cl) :� Ix Off© O 44 W z Q O V W T"�yl V F--1 SHEET NO.: M-1 V DRAWN: JMF W CHECKED: DAD APPROVED: DAD David A. DaSilva .4i3 .- _ Copvrip_ht X21_0?6A,10%61 mk,'Inc. MECHANICAL PLAN 1/4" = F-0" FIRST FLOOR MECHANICAL PLAN 1/4" = F-0" SECOND FLOOR LENT ?OOF TYP. PLUMBING PLAN 1/8" = F-0" FIRST FLOOR �% 3" SS UP PLUMBING PLAN 1/8" = 1'4' SECOND FLOOR `*�--1y20 2" VENT UP 1%" I r GD 3" �`.411 3"SS UP I 3" X1SS UP S1 SEWER RISER # 1 N.T.S. 3"SS DN —\ 211 311 3" 21 3" WC S2 SEWER RISER #2 . .... .y. PLAN NOTES: 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE I" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. ��. 1/11 C 1/11 1 I Ac 31. 21. I I I I LAV I., 3"SS DN S3 SEWER RISER #3 N.T.S. CONSULTANTS: ME DATE REVISIONS m 3" SS UP 3" SS UP 2" VTR PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT, VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR, ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 EF - MECHANICAL PLAN 1/4" = 1'4' FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR PLUMBING PLAN 1/8" = F-0" FIRST FLOOR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR J� I I I 2" VENT UP ��' I 2VTR 2" VTR ' " Iij JI I 2 I > 2 CO I 2.. 2 --" 3 \ 3"SS UP 1 2 J j 3" 2 VENT- LAV r l FROM 1 I BELOW I 1/' I vA 2.. 3"SS UP 2„ �r, I I 3" �C0 L 3"SS UP 3, 3" y I 3"SS DN 2" 3" 4"SS c> 2 3"SS DN 3"SS DN S1 SEWER RISER # 1- .S. S2 SEWER RISER #2 N.T.S. S3 SEWER RISER #3 S4 SEWER RISER #4 N.T.S. - N.T.S. w Q 0 z Emm■rr■sssms NNW David A. DaSilva Ap 12x i SS DN REVIEW SETSA STS -0 Copyright P ee' g I s` D Q�3" UP S2 PERMIT SET �L i. 30x24 l BID SET 1 " CD__ SWR 75 q CONSTRUCTION SET ❑ UP \ REF PIPING 12x 10 SA UP 6 0 VENT ii S 1 — - ---- AS BUILT ❑ UP 200 AC 3 75 M8 II �\ REVISIONS EF - MECHANICAL PLAN 1/4" = 1'4' FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR PLUMBING PLAN 1/8" = F-0" FIRST FLOOR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR J� I I I 2" VENT UP ��' I 2VTR 2" VTR ' " Iij JI I 2 I > 2 CO I 2.. 2 --" 3 \ 3"SS UP 1 2 J j 3" 2 VENT- LAV r l FROM 1 I BELOW I 1/' I vA 2.. 3"SS UP 2„ �r, I I 3" �C0 L 3"SS UP 3, 3" y I 3"SS DN 2" 3" 4"SS c> 2 3"SS DN 3"SS DN S1 SEWER RISER # 1- .S. S2 SEWER RISER #2 N.T.S. S3 SEWER RISER #3 S4 SEWER RISER #4 N.T.S. - N.T.S. w Q 0 z Emm■rr■sssms NNW David A. DaSilva Ap i .54'3 STS -0 Copyright P ee' g I s` MECHANICAL PLAN - 1/4" = 1'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = F-0" SECOND FLOOR R CO ROOF 2" VENT vAd S1 SEWER RISER #1 N.T.S. 3" SS UP 3" SS UP PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR i r. 2" N UP 3" UP 1Y2" /I WC Q � Y� 3"SS DN S2 SEWER RISER #2 N.T.S. PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR �II I I I I I I I Q I I I I I I I I 2" VENT FROM BELOW I _IX 2 3"SS DN S3 SEWER RISER #3 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 0 rev i11 S4 SEWER RISER #4 N.T.S. DATE JULY 11, 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT z 0 E v cn w Q REVISIONS ommoommmmmmm EF -1 MECHANICAL PLAN 1/4" = F-0" FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR 3" $ U 2" VENT UP PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 3" SS DN 2" VENT DN n" c rmn PLUMBING PLAN 1/8" = F-0" SECOND FLOOR SEE S2 SEE S3 S4 3"SS UP 3" VENT UPI .' I O •'� I 2 I cl 3"SS UP V4% , I 3�� S1 SEWER RISER # 1 N.T.S. 2" VENT TO 3" VTR >,.,., h F\ 2" VENT FROM BELOW I `\ I 4--1%" ` z `. 3"SS DN 141 3° PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM, SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" OR 6" PVC CHASE AS NEEDED. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 2" VENT 52 SEWER RISER #2 N.T.S. 2" VENT r\ I `\ I 11/"�j 2 1 3" VTR III ,r I 3" -3"SS DN S3 SEWER RISER #3 N.T.S. DATE JULY 11, 2011 REVISIONS Nommommmmmmm PLUMBING LEGEND ATTACH TO STRUCTURE CONTINUOUS THREADED ROD U -BOLT DESCRIPTION COVER FIN. FLOOR MAY EXTEND - FOR WALL CONST, SEE ARCH. DWGS. CLEANOUT SANITARY VENT PIPING NUMBER a. In d o ° ° 4 ----------- PIPE INSULATION Q o� ° a AS WASTE I PLUG EXPANSION WCO WALL CLEANOUT PIPE ° a a A . ° OR VENT COUNTERSUNK TANK PIPE EWH-1 1 40 1 10°F 4.5 1 4< ° ° 12 R.O. SMITH DEL -40 SEE BELOW SCREW WC WATER CLOSET FLOOR MOUNTED, 1. SHUT OFF VALVE. ° CLEANOUT 2. EXPANSION TANK TANK TYPE 3. DRAIN PAN. -ADJUSTING COLLAR TEE I POLISHED S.S. LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2" 1/2" CLEANOUT PLUG AND OR I ACCESS COVER 3/4" T&P FAUCET BODY. SEE SPECS. EQUAL SELECT RELIEF VALVE PIPE SADDLE RISER • . • e •� a , EWH SHOWER SEE BELOW FOR VALVE (18 GA., 18" LONG) 1/2" %8 BEND FULL EQUAL I ' PIPE SADDLE\LOCKNUT WASHER (TYP.) SIZE, 4" MAX. SELECT 1 BATH TUB (TYP.) UNISTRUT OR 1/2" 2" KOHLER OR WASTE LINE w/ (� TO DRAIN PAN ALL INSULATION PASSESANGLE IRON PLUG IF END EQUAL LENGTH TO SUIT ANTI -SYPHON I THRU HANGER UNBROKEN (TYP.) OF LINE SELECT VACUUM BREAKER REFRIGERATOR PLASTIC BOX OUTLET WITH 1/2' 2 GUY GRAY OWNER TO 1" TO MOP SINK SIZES UP TO 311 MULTIPLE ---------- OR EQUAL —�_-----"-1/8 BEND AT END BALL VALVE SINGLE FLOW 0 ..---- OF LINE CLEANOUT (TYP) WASHING MACHINE OWNER FURNISHED 1/2" 1/2" % - TO DRAIN VALVE SELECT DRAIN PAN DIELECTRIC `WASTE LINE DW UNION (TYP) INSULATED LATED 1/2" 1/2" 1 1/4" - TO * TE; CP 1 NOT REQUIRED P 1 PIPE HANGER DETAIL P2 FLOOR CLEANOUT DETAIL WALL CLEANOUT DETAIL WATER HEATER DETAIL N.T.S. P-DO05 N.T.S. I P-DO06 N.T.S. N.T.S. P -D### PLUMBING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING NUMBER COLD WATER PIPING ----------- VOLTAGE HOT WATER PIPING (110 DEGREE) RECOVERY MANUFACTURE/ MODEL BALL VALVE GALLONS TEMP WCO WALL CLEANOUT ELEMENTS FCO n' ECO FLOOR CLEANOUT EXTERIOR CLEANOUT VTR VENT THRU ROOF PLUMBING FIXTURE SCHEDULE ELECTRIC WATER HEATER MARK STORAGE KW PER NUMBER EQUIPMENT TOTAL VOLTAGE NOTES RECOVERY MANUFACTURE/ MODEL NOTE GALLONS TEMP ELEMENT ELEMENTS HW KW MODEL (GPM) @ 100°F PLASTIC ELONGATED SEAT, EWH-1 1 40 1 10°F 4.5 1 4.5 208/1 12 R.O. SMITH DEL -40 SEE BELOW NOTES: PROVIDE THE FOLLOWING: WC WATER CLOSET FLOOR MOUNTED, 1. SHUT OFF VALVE. 4" EQUAL 2. EXPANSION TANK TANK TYPE 3. DRAIN PAN. PLUMBING FIXTURE SCHEDULE PERMIT SET DESCRIPTION / PIPE SIZE MANUFACTURE/ CONSTRUCTION SET MARK EQUIPMENT REVISIONS NOTES ACCESSORIES CW HW WASTE MODEL PLASTIC ELONGATED SEAT, KOHLER OR OWNER WC WATER CLOSET FLOOR MOUNTED, 1" 4" EQUAL TO TANK TYPE SELECT LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2" 1/2" 11/4" OR OWNER TO FAUCET EQUAL SELECT KOHLER OR OWNER SH SHOWER SEE BELOW FOR VALVE 1/2" 1/2" 2" EQUAL TO SELECT BT BATH TUB VITREOUS CHINA 1/2" 1/2" 2" KOHLER OR OWNER TO SEE BELOW FOR VALVE EQUAL SELECT REF REFRIGERATOR PLASTIC BOX OUTLET WITH 1/2' 2 GUY GRAY OWNER TO PLASTIC VALVE OR EQUAL SELECT OWNER W WASHING MACHINE OWNER FURNISHED 1/2" 1/2" 2" - TO SELECT OWNER DW DISH WASHER OWNER FURNISHED 1/2" 1/2" 1 1/4" - TO SELECT SINK STAINLESS STEEL ELKAY OR OWNER SK (DOUBLE) (18 GA.) W/ 1/2" 1/2" 1 1/2" EQUAL TO GOOSENECK FAUCET SELECT NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS. 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM NEAREST SINK. OWNER TO MAKE FINAL SELECTION OF FIXTURES. PLUMBING SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS, LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DRAIN, WASTE AND VENT PIPING SANITARY PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM D 1784. WATER SYSTEM (DOMESTIC PIPING) ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATED CONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATED CONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88 A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER (9%) PER ASTM B32 B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG. C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT THE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALL WINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BY REAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. OPERATION AND MAINTENANCE INSTRUCTION COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECE OF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATING INSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OF CHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELY STARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THE MANUALS. GUARANTEE AND WARRANTIES A. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES. .. ....... . .......................... CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS w H w O z MENEENEENNES o David A. DaSilva 54739 �. PI.. GA -7'2z